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WS-10-20-2500
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 9404 N MIAMI AVE, Miami Shores, FL 33150 _ 1131010340030 m_ t Contacts Ernesto Hernandez Owner THE COMPANIES OF R&S Contractor 9404 N Miami 10HN DOWNEY I 8715 SW 129 TER, MIAMI, FL 33176 Business:-305-256-6666 laurah@rscompanies.com �__ Inspection Requests: Description: INSTALL 2 DOOR +12 WINDOWS I Valuation: $ 25,000.00 a 05 7949, ( TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $15.00 DBPR Fee $3.60 DCA Fee $2.40 Education Surcharge $5.00 Scanning Fee $12.00 Structural Review ($45) $45.00 Technology Fee $6.00 Windows/Shutters Fee $190.00 Total: $329.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $329.00 Credit Card 11/13/2020 $279.00 Check # 507 10/29/2020 $50.00 Amount Due: $0.00 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 ELECTRIC, yL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID IT: I hat all the foregoing information is accurate and that all work will be done in regul ng constru tion d zo ' ermore ut rizeth�e ab ve ame�d contractor o do the work to 'd. Authorized Signature: Owner / Applicant / Contractor / Agent Date with all applicable laws November 13, 2020 Page 2 of 2 Permit NO.: WS-10-20-2500 Miami Shores Village Permit Type: Windows/Shutters 10050 NE 2 Ave Miami Shores FL 33138 Work C# SS# cttion: Window/Door Replacement 305-795-2204 Expiration: 04/27/2021 Location Address Parcel Number 9404 N MIAMI AVE, Miami Shores, FL 33150 1131010340030 Contacts Ernesto Hernandez Owner THE COMPANIES OF R&S Contractor 9404 N Miami JOHN DOWNEY 8715 SW 129 TER, MIAMI, FL 33176 Business: 305-256-6666 laurah@rscompanies.com Inspection Requests: Description: INSTALL 2 DOOR + 12 WINDOWS ; Valuation: $ 25,000.00 Total Sq Feet 0.00 " p Fees Amount Application Fee - Other $50.00 CCF $15.00 DBPR Fee $3.60 DCA Fee $2.40 Education Surcharge $5.00 Scanning Fee $12.00 Structural Review ($45) $45.00 Technology Fee $6.00 Windows/Shutters Fee $190.00 Total: $329.00 Payments Date Paid Amt Paid Total Fees $329.00 Credit Card 11/13/2020 $279.00 Check # 507 10/29/2020 $50.00 Amount Due: $0.00 Applicant Copy For Inspections, Call (305) 762-4949 or Log on at https://bidg.miamishoresvillage.com/cap/. Requests must be received by 3pm for following day inspections. NOTICE: In addition to the requirements of this permit, there may be AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER additional restrictions applicable to this property that maybe found in the GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, public records of this county. STATE AGENCIES, OR FEDERAL AGENCIES. November 13, 2020 Page 1 of 2 Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 95273 BUSINESS NAME/LOCATION THE COMPANIES OF R & S INC 8715 SW 129TH TER MIAMI, FL 33176 OWNER THE COMPANIES OF R & S INC JOHN T DOWNEY, QUALIFER RECEIPT NO. RENEWAL 95273 SEC. TYPE OF BUSINESS EXPIRES SEPTEMBER 30, 2021 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 196 GENERAL BUILDING CONTRACTOR Worker(s) 10 CGCO16750 PAYMENT RECEIVED BY TAX COLLECTOR 75.00 07/14/2020 C R E D I TC A R D-20-052318 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec Ba-276. MIAMI•LL4UE For more information, visit www.miamidade.gav/taxcollector BUILDING PERMIT APPLICATION j BUILDING ❑ ELECTRIC ❑PLUMBING ❑ MECHANICAL 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 E ''VED 9 H2O 13y: co FBC 20 _ Master Permit No. WS V - (J�) —� S VU Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: qL oq M IGAA 1 Ave, City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: �' 3101 -03q — 003a Is the Building Historically Designated: Yes NO 1/ Occupancy Type: _ Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �_fine'40 'He rn Phone#: / r� Address: `"/ /IV/,� F ► 1 G ti`�I / / City: /t/w\ t- S2 Yy� !� State: G Zip: r Tenant/Lessee Name: Phone#: Email: _ CONTRACTOR: Company Name: Address: � ( 1 City: i , �t Qualifier Name.. i 4� ,�12, State Certification or Registration #: C � C DI o j .IQ DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ Type of Work: ❑ Addition Description of Work: ration 2 1 E12S 36-%o & 6 (-k Zip: 5 j / l hone#: cate of Competency #: Phone#: City: State: Zip: Square/Linear Footage of Work: ❑ New ❑ Repair/Replace ❑ Demolition a- IS W'%ASOL's - Specify color of color thru tile: Submittal Fee $ � ot) Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ CCF $ CO/CC $ - DBPR $ Notary $ Double Fee $ _ 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) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AG,�NT The foregoing instrument was acknowledged before -!De this day of ' ,,20 %- U , by 'i f(te, -h �eally known to me or who has produced _ as identification and who did take an NOTARY PUBLIC: Sign: Print: Seal Signature CONTRACTOR foregoin instrumen was a day o��I I me or who has produced before rIheNthis t 20- by is personally known to as identification and who did take an ath. NOTARY PUBLIC: Sign: Print: _ 1• :�o;.-••'•`•'�<:','-�. EDMEEHEitNP&,1DEZ Seal: h81' C0MMiS8;0N * c 344893 EXPIRES: ,my 13, 2023 woF FtQ• Bond Diu Noy 1i ry Putaac tJ>idarvvrt!en; ################################################################## APPROVED BY v `' dl Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) w WINDOW AND DOOR SCHEDULE GLASS FRAME EFFECTIVE GCp(+) CALC. WIND PRESSURE PRODUCT PRESSURE WATER INFILTRATION PRODUCT MARK DESCRIPTION THICKNESS/ TINT FRAME PANEL WIDTH X MANUF. / AREA ZONE GCp (-) REQUIREMENT CAPACITY APPROVAL REQUIREMENT NO. TYPE COLOR STYLE HEIGHT MODEL # (SQ.FT.) (P.S.F.) (P.S.F.) (N.O.A.) W1 ALUMINUM CASEMENT WINDOW- 5/16 LAMI "A") GRAY SILVER 37" x 50 5" a ES WINDOWS 12.8 END (5) -0.98 +39.4 +85 YES 19-0708.03 IMPACT RESISTANT (TYP X 0 X I SERIES 5000 -1.36 -52.4 -85 OW1A ALUMINUM FIXED CASEMENT 7/16 LAMI "C") GRAY SILVER 37" X 50 ES WINDOWS 12.8 END (5) +0.98 +39.4 +90 YES 18-0116.05 WINDOW- IMPACT RESISTANT (TYP SERIES 5100 -1.36 -52.4 -90 W16 ALUMINUM CASEMENT WINDOW- 5/16 LAMI "A") GRAY SILVER 5 37" x 50 8' ES WINDOWS 12.8 END (5) +0.98 +39.4 +85 YES 19-0708.03 IMPACT RESISTANT (TYP SERIES 5000 -1.36 -52.4 _85 W2 ALUMINUM CASEMENT WINDOW- 5/16 LAMI "A") GRAY SILVER X 3 37" x 38 8" ES WINDOWS 9.8 INT (4) +1.00 +40.1 +85 YES 19-0708.03 IMPACT RESISTANT (TYP SERIES 5000 -1.10 -43.5 _85 GD ALUMINUM CASEMENT WINDOW- IMPACT RESISTANT 5/16 LAMI (TYP "A") GRAY SILVER X O IX 5 37" x 50 8' ES WINDOWS SERIES 5000 12.8 INT (4) +0.98 -1.08 +39.4 -42.8 +85 _85 YES 19-0708.03 W3A ALUMINUM FIXED CASEMENT 7/16 LAMI "C") GRAY SILVER 74" X 50 g' ES WINDOWS 25.7 INT (4) +0.93 +.1 3 YES 18-0116.05 WINDOW- IMPACT RESISTANT (TYP SERIES 5100 03 ±90 W36 ALUMINUM CASEMENT WINDOW- 5/16 LAMI "A") GRAY SILVER 5 37" x 50 8' ES WINDOWS 12.8 INT (4) +0.98 39.4 +85 YES 19-0708.03 IMPACT RESISTANT (TYP SERIES 5000 1 08 -42.8 W4 ALUMINUM CASEMENT WINDOW - 5/16 LAMI "A") GRAY SILVER 5 37" x 50 g" ES WINDOWS 12.8 END (5) +0.98 YES 19-0708.03 IMPACT RESISTANT (TYP X O X I SERIES 5000 -1.36 -52.4 -85 W4A ALUMINUM FIXED CASEMENT 7/16 LAMI "C") GRAY SILVER 37" X 50 5., ES WINDOWS 12.8 END (5) +0'98 +39.4 +90 YES 18-0116.05 WINDOW - IMPACT RESISTANT (TYP SERIES 5100 -1.36 -52.4 -90 W48 ALUMINUM CASEMENT WINDOW- 5/16 LAMI "A") GRAY SILVER 5 37" x 50 8' ES WINDOWS 12.8 END (5) +0.98 +39.4 +85 YES 19-0708.03 IMPACT RESISTANT (TYP SERIES 5000 -1.36 -52.4 _85 W5 ALUMINUM FIXED WINDOW - IMPACT 7/16 LAMI GRAY SILVER Q a i„ 36 d' x 69 ES WINDOWS 17.3 INT (4) +38.7 80 YES 17-1218.12 RESISTANT (TYPE "B") a SERIES "EL-150" -1.06 42 1 W6 ALUMINUM CASEMENT WINDOW - 5/16 LAMI "A") GRAY SILVER X s 37" x 38 8' ES WINDOWS 9.8 INT (4) +1.00 YES 19-0708.03 IMPACT RESISTANT (TYP SERIES 5000 1.10 43.5 -85 O ALUMINUM CASEMENT WINDOW- 5/16 LAMI "A") GRAY SILVER X 37" x 50 5 8' ES WINDOWS 12.8 INT (4) +0.98 +39.4 +85 YES 19-0708.03 IMPACT RESISTANT (TYP SERIES 5000 1 08 -42.8 _85 ® ALUMINUM CASEMENT WINDOW - 5/16 LAMI "A") GRAY SILVER XX 53 8' x 63" ES WINDOWS 11.6 INT (4) +0.99 +39.7 +79.60 YES 19-0708.03 IMPACT RESISTANT (TYP SERIES 5000 1 09 -43.1 _79.60 ® ALUMINUM CASEMENT WINDOW- 5/16 LAMI "A") GRAY SILVER X - 37" x 38 s" ES WINDOWS 9'8 INT (4) +1.00 +40.1 +85 YES 19-0708.03 IMPACT RESISTANT (TYP SERIES 5000 -1.10 -43.5 -85 W10 ALUMINUM CASEMENT WINDOW- 5/16 LAMI "') GRAY SILVER ' 5 37" x 50 8 ES WINDOWS 12.8 END (5) +0.98 YES 19-0708.03 IMPACT RESISTANT (TYP A XIOIX SERIES 5000 1 36 -52.4 -85 10 ALUMINUM FIXED CASEMENT 7/16 LAMI "C") GRAY SILVER 37" X 50 -" s ES WINDOWS 12.8 END (5) +0.98 +39.4 +90 YES 18-0116.05 WINDOW - IMPACT RESISTANT (TYP SERIES 5100 -1.36 -52.4 _90 10B ALUMINUM CASEMENT WINDOW- 5/16 LAMI "A") GRAY SILVER 5 37" x 50 g" ES WINDOWS 12.8 END (5) +0.98 +39.4 +85 YES 19-0708.03 IMPACT RESISTANT (TYP SERIES 5000 1.36 -52.4 -85 WW 1 ALUMINUM CASEMENT WINDOW- 5/16 LAMI "A") GRAY SILVER XX 53 8' x 63" ES WINDOWS 11.6 END (5) +0.99 +39.7 +79.60 YES 19-0708.03 IMPACT RESISTANT (TYP SERIES 5000 1 38 -53.0 -79.60 WW2 ALUMINUM CASEMENT WINDOW- 5/16 LAMI "A") GRAY SILVER X s 37" x 38" g ES WINDOWS 9.8 END (5) +1.00 +40.1 +85 YES 19-0708.03 IMPACT RESISTANT (TYP SERIES 5000 _1.40 -53.7 -85 D1 ALUMINUM OUTSWING FRENCH 7/16 LAMI "A") GRAY SILVER X 38" x 81" ES WINDOWS "EL300" 21.4 INT (4) +0.94 4.18.1 +80 YES 16-0617.03 DOOR - IMPACT RESISTANT (TYPE SERIES -1.04 C�DALUMINUM D2 OUTSWING FRENCH 7/16 LAMI "A") GRAY SILVER X 38" x 92 ES WINDOWS "EL300" 24.3 INT (4) +0.93 +37.8 +80 YES 16-0617.03 DOOR -IMPACT RESISTANT (TYPE SERIES _1.03 41,2 -80 "WITH WHITE INTERLAYER r 11 ^ MULLION SCHEDULE MARK N0. DESCRIPTION FRAME COLOR WIDTH X DEPTH (THICKNESS) LENGTH ANCHOR TYPE NUMBER OF ANCHORS PER END MANUF./ MODEL # OPENINGS TRIBUTARY WIDTH MULL SPAN CALC. WIND PRESSURE REQUIREMENT (P.S.F.) PRODUCT PRESSURE CAPACITY (P.S.F.) PRODUCT APPROVAL (N.O.A.) M1 ALUMINUM IMPACT RESISTANT ON SILVER (0,125") 51" C 2 E"MWULL "MULLION" W1 ! W�1 37" 51" ±52.4 ±77.8 19-0405.10 MIA ALUMINUM TUBE PACT RESISTANT SILVER (0.125") 51" C 2 E "MULLION" � 1B 37" 51" -52.4 -77.8 19-0405.10 M3 ALUMINUM TUBE MULLION - IMPACT RESISTANT SILVER 1" x 3" (0.125") 51..0 2 ES WINDOWS "MULLION" O® 55 1' 51" +39.4 42.8 +48.0 -48.0 19-0405.10 M3A ALUMINUM TUBE MULLION - IMPACT RESISTANT SILVER 1" x 3" (0.125") 51 C 2 ES WINDOWS "MULLION" ®© 55 8' S1" +39.4 -42.8 +48.0 -48.0 19-0405.10 M4 UM TUBE ALU PACT RESISTANTON SILVER (0.125") 51" C 2 E MULL ON"S W4 ® 37" 51" -52.4 -77.8 19-0405.10 M4A ALUMINUMPACT RESISTANT SILVER (0'125") 51" C 2 EMUL ON" ® 48 37INWS" 51" -52.4 +77.8 77.8 19-0405.10 M10 ALUMINUM TUBE MULLION - IMPACT RESISTANT SILVER 1" x 3" (0 125") 51" C 2 ES WINDOWS "MULLION" W10 wto 37" 51" +39.4 -52.4 +77.8 -77.8 19-0405.10 M10 ALUMINUM IMPACT RESISTANT SILVER (0'125") 51" C 2 E"MU LIONS wto wtoa 37" 51" + -52.42A +77.8 -77.8 19-0405.10 SCOPE OF WORK: WINDOW / DOOR REPLACEMENT CONSISTING OF: • 12 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS • 2 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS FRENCH DOORS GENERAL NOTES: 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE* IiiLiDPAD}p BUILDING CODE 6TH EDITION (2017) AND THE ASCE 7-10 WIND CODE• • * : • • 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMEJ,-�QNS PRIOR TO INSTALLATION. • • 3. WINDOW FRAMES / MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS PRODUCT ACCEPTANCE - RtCEVt PRODUCT CONTROLS. • • • • 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUC (!MWR@L N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHGR OPENINGS ARE NOT PART OF THIS PERMIT. * • 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (.F•. JlAJS, COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. CLEAR HEIGHT REQUIRED IS: 24", AND A MIN CLEAR OPENING OF 5.7 SQ. FT. (5.0 SQ. FT FOR GROUND FLOOR) SILL HEIGHT NOT TO EXCEED 44" ABOVE FINISHED FLOOR. WIND LOAD CALCULATIONS CODE: ASCE 7-10 "COMPONENTS AND CLADDING" METHOD 2 WIND VELOCITY (V)= 175 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = II BUILDING CLASSIFICATION = ENCLOSED WIND DIRECTIONALITY FACTOR (Kd) = 0.85 HEIGHT OF HILL OR ENTRAPMENT (H) = N/A TOPOGRAPHIC FACTOR (Kzt) = 1.00 MEAN ROOF HEIGHT (h) = 15 FT VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kh) = 0.85 PRODUCT OF INTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCpi) = ± 0.18 PRODUCT OF EXTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCp)= (NOTE 1) BUILDING "W' AT NARROWEST DIMENSION = 50'-0" CORNER DISTANCE FOR ZONE 5 (a) (MIN. OF 10% OF THE NARROWEST DIM. OR 0.4x(h) BUT NOT LESS THAN 4 % OF THE NARROWEST DIM. OR 3 FT.) 0.1 X 50'-0" = 5' 0" 0.4 X 15'-0" = 60" 0.04 X 50'-0" = 2' 0" a = 5' 0" VELOCITY PRESSURE EVALUATED AT HEIGHT z=h (qh) qh = .00256 (Kh) (Kzt) (Kd) (V^2) qh = .00256 (0.85) (1) (0.85) (17512) qh = 56.57 PSF DESIGN WIND PRESSURE (p) (LOW-RISE BUILDING AND BUILDING LESS THAN OR EQUAL TO 60FT) p = (0.6)gh[(GCp) - (GCpi)] (PRESSURE) p = (0.6) 56.57 [GCp(+) - (-0.18)] (SUCTION) p = (0.6) 56.57 [GCp(-) - (+0.18)] 0 i NOTE: 1. GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ON EFFECTIVE WIND AREA AND ZONE. SEE WINDOW / DOOR SCHEDULE. 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL BREAKS BEING CONSIDERED. STRUCTURAL MULLIONS NOT PART OF THE TESTED COMPONENT ARE A STRUCTURAL BREAK. 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. 4. GARAGE DOOR EFFECTIVE WIND AREA SHALL BE (SPAW2)/3. o Z - - Z 0 a 0I Cn w ZI •, " 000 •r*i•� w . "0* • ecl � i •ii Z • Engineer: • • • • • • �••• •••• 3UARifZ r *ENG1t`4F*rbj!% • • • 12020 S4 701h Ct • • • * Miami, Ft 49rSE0 • 786.547-940? CA 29129 W 2 W U L0 J > c i a Q CM U C ~Q CU N 0 0 z U� 0 CO (a 0 Z_ %1D112111/1 s�L i Rro i A064759 ° a i STATE bF Eduardo A. Suarez P.E License No. 64759 Date: _ 10-23-20 Drawn by: EAS Checked by: DOWNEY Submittal: PERMIT SET Drawing Title GENERAL NOTES, CALCULATIONS AND SCHEDULES Sheet: 1 of 2 M3 M3A El Ll I[,,J-- W2 W3 � 3B M10 M10A W8 10 W10 W106 WINDOW / DOOR ELEVATION SCALE: 1 /8" = 1'-0" NOT PART OF PERMIT NOT PART OF PERMIT NOT PART OF PERMIT 7_1 L j" I[] W4 ® 4B W12 NOT PART OF PERMIT NOT NOT PART OF PART OF PERMIT PERMIT 10-1 :1FRECEIVEI) ws- io- 2�j-2 DATE � H Al I_ rAL EXIST. W10 W10 wloa W9 KITCHEN COLUMN �X EGRESS EGRESS~ W11 w BATH O w D2 BEDROOM ono ; BEDROOM cn LIVING W5 //I W BATH ROOM DINING 12 w FOYER ROOM EGRESS EGRESS 3B COLUMN (]�N FLOOR PLAN SCALE: 1 /8" = 1'-0" W4 M4 u; O I I Z - 0 a U O z .o • �w •••••• "Go •. '-, ei C•• z • •''••••• • • • • Engjpeer • • • • • • _!� • • •IN 5UARr•Z • €NGIN€F-..RS• • • • 12020 SCt • Miami, FI•i3i5F• • • • ?8t-.547-94010 CA 294129 H Z W w U o a Q M U c � M �- 0 ¢ L N Z r- I. O cn cc t CO O Z>_ 111OERro 111//// to. 64759 STATE OF /1111111\�� Eduardo A. Suarez P.E. License No. 64759 Date: _______— 10-23-20 Drawn by: _ - EAS Checked by: DOWNEY Submittal: PERMIT SET Drawing Title FLOOR PLAN & ELEVATIONS Sheet: 2of2 M IAM 1•DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 3550 NW 49`h Street Miami, FL 33142 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.zov/buildin¢ 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 HighNelocity Hurricane Zone.,,, DESCRIPTION: Series "5000" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision G dated 09/27/18, 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, Barranquilla, Colombia, 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 No.18-0116.04 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. NOS No 19 U708.03 MIAMI DADE COUNTY � � xplration Date: April 03, 2023 , Approval Date:. August 01, 2019 f23�161 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision F dated 10/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type `B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419.01) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type `B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-04 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No.08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61n Edition (2017), dated 10/27/14 and revised on 09/22/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.18-0116.04) 2. Glazing complies with ASTM E1300-09 Manuel Pe z P.E. Product Control xa iner NOA No. 19- 08.03 Expiration Date: April 03, 2023 Approval Date: August 01, 2019 E — 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23 . F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 19, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.18-0116.04) 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. I1-0419.01) 3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Fenestration Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 15-0120.05, issued to ES Windows LLC for their Series "5000" Outswing Aluminum Casement Window - L.M.I., approved on 05/14/15 and expiring on 04/03/18. Manuel Per , .E. Product Control E I m ner NOA No. 19-0708.03 Expiration Date: April 03, 2023 Approval Date: August 01, 2019 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision G dated 09/27/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9711, dated 07/26/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 09/26/18, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), and of no financial interest, dated September 26, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0116.04, issued to ES Windows, LLC for their Series "5000" Outswing Aluminum Casement Window - L.M.I., approved on 02/22/18 and expiring on 04/03/23. Manuel Pe z, .E. Product Control xa iner NOA No. 19- 08.03 Expiration Date: April 03, 2023 Approval Date: August 01, 2019 E - 3 0 A_ CAM LOCKS (2) LOCKING POINTS ALL SIZES SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INC aING PH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. TI t, I t / II t �I I� \ ti \ II } VI B i A D L OPG 35 1/4 VENT WIDT 37" \X m Ln MUNTINS OPTIONAL I _G_T H - _ N LD 00 z ry a - d �o a N �W Z - 3 � h t t V, t 3 / E �r t` II �1 \ \ \ X; I 30 5/8" 30 5/8" II D.L OPG D.L. OPG 3S 7/8- -- 35 7/8" VENT WIDTH VENT WIDTH WINDOW WIDTH THESE WINDOWS ARE RATED FOR `LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. V) m m W m w o a p n C N N N O O O w Uj O y O z y Q Q aLi Q U 4> a a a o > > m D z _ � N N O N (n N O N O m O .- O O N 2 U O w 1 (9 00 ®. 70592 a PRODUCT REVISED a d v as complying tvith the Florida � ° � � - N � � Building Cade Jun 24,2019LJ F.ceeptance rtci jo — E piratio�- Date A's ��°° STATR ®� �9�� drawing no. �Qlt W08-08 By / 0Y "4 i "'We I':�«duct Cant °0®Al p pp 1 I I I B \\\\ sheet 1 of 10 GN ,LOAD CA1' WITH CAM LOCKS CITY -PSF Egg'',X WINDOWS WITH „MULTI POINT LOCK ' WINDOW DIMS. GLASSTYPES A, B, C, D, E, F GLASS TYPE 'A' GLASS TYPES 'B' GLASS TYPES WIDTH HEIGHT EXT.(+) I 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8" 26-1/2" 37" 42" 26„ 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19-1/8" 26-1/2" `. 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37" 42" 10=11M 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19 1 /8" 26 1 /2" 3 42" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19-1/8" 26-1/2" 37" 42" 63" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 - - - - - - 90.0 90.0 19-1/8" 26-1/2" 37" 74-1/4" - - - - - - 90.0 90.0 - - - - - - 90.0 90.0 - - - - - - 90.0 90.0 19-1/8" 26-1/2" 36" 76" - - - - - - 90.0 90.0 - - - - - - 90.0 90.0 - - - - - - 85.4 85.4 24" 28" 32" 36" 40" 42" 48 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 24" 28" 32" 36" 40" 42" 54" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 24" 28" 32" 36" 40" 42" 60„ 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90'0 - - - - - - 90.0 90.0 - - - - - - 90.0 90.0 24" 28" 32" 36" 40" 66" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 - - - - - - 90.0 90.0 - - - - - - 90.0 90.0 24" 28" 32" 36" 72„ - - - - - - 90.0 90.0 - - - - - - 90.0 90.0 - - - - - - 90.0 90.0 - - - - - - 90.0 90.0 24" 28" 32" 36" 76„ - - - - - - 90.0 90.0 - - - - - - 90.0 90.0 - - - - - - 90.0 90.0 - - - - - - 85.4 85.4 DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES WINDOW DIMS. WITH CAM LOCKS WINDOWS WITH MULTI POINT LOCK GLASS A, B, C, D, E, F I GLASS TYPE 'A' GLASS TYPES 'B' GLASS TYPES 'C', 'D', 'E', 'F', 'G' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 37" 53-1/8' 26„ 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37" 53-1/8" 74" 84" 38-3/8" 1 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37" 53-1/8" 74" 84" 50-5/8" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37" 8' 74" 84" 63" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 79.6 61.4 79.6 79.6 79.6 79.6 79.6 79.6 79.6 61.4 61.4 61.4 61.4 61.4 61.4 61.4 - - - - - - 56.5 56.5 37" 53-1 /8" 74" 74-1 /4" - - - - - - 66.6 66.6 - - - - - - 47.6 47.6 - - - - - - 36.0 36.0 37" 53-1/8" 74" 76" - - - - - - 62.0 62.0 - - - - - - - - - 44.3 44.3 - - - 33.4 33.4 48" 56" 64" 72" 80" 84" 48" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 48" 56" 64" 72" 80" 84" 54" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 1 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 48" 56" 64" 72" 80" 84" 60" 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 88.9 88.9 88.9 88.9 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.5 73.5 73.5 73.5 73.5 73.5 73.5 73.5 - - - - - - 68.7 68.7 - - _ - - - - 66.8 66.8 48" 56" 64" 72" 80" 66„ 75.2 75.2 75.2 75.2 75.2 75.2 75.2 75.2 65.7 65.7 65.7 65.7 65.7 65.7 65.7 65.7 58.9 58.9 58.9 1 58.9 58.9 58.9 58.9 58.9 - - - - - - 53.8 53.8 - - - - - - 49.9 49.9 48" 56" 64" 72" 72" - - - - - - 57.4 57.4 - - - - - - 50.0 50.0 - - - - - - 44.6 44.6 - - - - - - 40.6 40.6 48" 56" 64" 72" 76" - - - - - - 48.6 48.6 - - - - - - 42.3 42.3 - - - - - - 37.6 37.6 - - I - - - - 34.1 34.1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 I�it�37LJr'" P.r JI;�s� rompiI ing V'idl th;'S'Ieria B>.c�iclitl� r'fit: A ceptan,' By U) LLJ 1to i ro 3 Z "00 r O , Z N ui z a • • WV*0 0 • • • .. •.J O 0 C4 M e••• 9 • a •••• • ••••e • � .6 w d • •ee: r? •••••• • • •• •• I 0 a 04 • • • ••• ••e••• • • • 0 uE IX �" O N •• M z J lic• 'W U. o Is '- • • •••• Lb • • �•L•01 `®o14i9B�B@/9// Ns", ° q� 0.70592 Jun 24,2019X- STATE OF 00 g to J Ln I 00 L0 z 0 w LLJ Q J v J W cI) lX V) d in V rn n O 0 r0 010 M 0 o O CD �u7� t!i lf) Q J W M FW- N (sheet 9 of 10 1 5/32" HEAT STREN'D GLASS OR 5/32" TEMP. GLASS GLASS -ierica, Inc.' STREN'D GLASS 795/983 0 w H Z IM �(n Ln u� K O w x w 5/32" HEAT STREN'D GLASS OR 5/32" TEMP. GLASS 1 /4" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By ' kuraray America, Inc.' 5/32" HEAT STREN'D GLASS SILICONE a DOWSIL 795/983 n Uj z H m m En z_ z � g qB\ 1 O �+ +� • O Ld xLd x w w GLASS TYPE 'E' GLAZING OPTIONS 1/4" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 5/32" HEAT STREN'D GLASS SILICONE FDOWSIL 795/983 GLASS TYPE T NOTE: TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. 5/32" HEAT STREWD GLASS .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 1/8" HEAT STREW D GLASS SILICONE r DOWSIL 795/983 GLASS TYPE 'C' 1/4" AIR SPACE CONSISTING OF: 5/32" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE a DOWSIL 795/983 w t= _2E Z g V g 11 I Co 00 L 0 10A D: O Cr ILL) x w GLASS TYPE V 1/4" HEAT STREW D GLASS .090" Interlayer VTrosifol PVB By 'kuraray America, Inc.' r-1/8" HEAT STREN'D GLASS SILICONE a I DOWSIL 983 w z in V) 118 00 o II II u� 10D SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOWSIL 791 GE 2000 w O w w x x w GLASS TYPE 'G' ALT. GLAZING OPTION THESE GLAZING STOP CAN BE USED WITH GLASS TYPES 'A', 'B', 'C' & V. II II II II II II rl AT 1/4 POINTS ON LITES WIDER THAN 36" SETTING BLOCKS AT LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS II II II II II ii i it II I I I SA AT 1/4 POINTS ALL SIZES SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS PRO UUCT RFVISBD c<ctnplyiaz3 wiu1 the FloTida Accept ee 1- 0 0 3 a E-. J- -;on Date By ",at- ane Product Illlllllf�fe a 6.70592 JL °i = un 24,2019` 9 STATE OF 'rZORI®..^ I U3 V) w 00 0 I Z CO 00 ao Z. Z M Z Uj N Qe� N eJ ON ` f0 U ••:• a "•0 �y � • • sees 0 I- B s w �I : CP • • 0 e rl eltfr • • ••• ••'• O N e Lit z • LO 00 z z o w Ld <wn U �. J w I w C7 2 N U) U) o Qao M 3 Z1 3. 3i ___i fO Z o a 0 " o N ui Q I � V) fw-. (sheet ( sheet 3 of 10 ) TYPICAL ANCHORS SEE ELEV. FOR SPACI MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS ELEV. FOR SPACING ATYPICAL 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. PEN ATION INTO WOOD (HEAD/SILL/JAMBS) U-THRU 1 BY BUC# NC. OR BLOCKS ll-1/4» MINA s ;CONCRETE (HE tt 1-1 /4" MIN "I f u BLOCKS (JAM DIRECTLY INTO CONCRETE OR BLOCKS 1-1 /4" MIN. EMBED INTO CONCRETE 'I%JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1-3/4" MIN. EMBED INTO CONC. (FOR MULLION CLIPS ONLY) �14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) TCJ MIAMI—DADE COUNTY APPROVED MU �R NNTO METAL STRUCTURES (HEAD/SILL/J` i �3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1 /8" THK. MIN. (6063—T5 MIN.) STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL W CONTACT WITH ALUMINUM TO BE PLATED .OR PAINTED) CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. a Biffld;rq Code Acce-pl.mce ml, % 0 P,aa"t 1 o.70592 un 24,2019� OFSTATE 0��. 3 U) w 00 0 I 00 Z OD C M Fz W a I •e'L_ N d M••2 i r. J • • W >• W • ffVVii yy��� � or 0 • • wog c .:..• ..... N O N •W '� • ' • ••• Z •Li _ 0 a. • • Q' 4L'� 2 FW- C O o tG G p N N 0 drawing no. W08-08 sheet 4 of 1 C TYPICAL ANCHORS SEE ELEV. FOR SPACING Uj C� O w METAL STRUCTURE 1 /4" SHIM w 0 w TYPICAL A SI FOR SINGLE VENT WINDOWS DUAL VENT WINDOWS CAM LOCKS OPTION PRODLiCT REVISro as complying with the Florida -inn erode Acceptance 1- East?'stian Date h%'JS By r F tide Product dr N W ib O I Z ro 3 m o Z � Z W N Q 4•p24, " a • • Ll I LL N M •••* M I • ••• O•O noO u N • ..... i•s• 0co .. ,k in ..... • ' W 00 g Lr) J Ln I 00 ED 0 z o w v U X J W L w ca � N 3� dN- �n O t7 m n a 32 i 00 0 C �ui �Q J z Uj Li x x x orn N fn N U V1 a r r W N r W W d O W r U = Wa 4i W (n U U Q U W O O tii aa. O z z m z pj N a t2 n_ m c O N N O N > N O D O m N 0 \01111111B/��° \\ ® EN$ \ N N®. T0592 �, a hi ° a Jun 24,2019 U y Y/ " U STATE OF �2�� drawing no. •.mac®�Ila�.• owe W08-08 // 09YAL S\\ sheet 5 of 10 TYPICAL ANCHORS SEE ELEV TYPICAL ANCHORS 11 \ U 1 ALLLl 1 1 awR .:�i:i„[ y/y� .s f'-�*,-•)i.i�i^1zi2lf'Uf (\ V) W DO 0 -� O z• r I o 'co ®•'.• • •10 01 J ••• =w•Z N Q •••• •••••• Juj `� O •••• • . 40, (w aW.W • • • ••••• • 0 to ...... a•�,LL .:•• • ...... cy . •••• • • (=am. as ° it • ..:. .. ry ..... • • U. Z N - O 0 Q M J � Q W 0 F �\\111I1g//// i o. 70592 A e Jun 24,2019r STATE OF a //V0#yAL 0`°\ eo _i L0 � I c V— to z o w m LLJ V) U x v J W L, W c, F- ZD ~0 0 00 r-, Z tO a Z L o o Q J I w F- 00 0 cq n C7 N � I N O S ~ drawing no. I W08-08 sheet 6 of ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ES5001 1 FRAME HEAD 6063-T6 - 2 ES5001 1 FRAME SILL 6063-T6 - 3 ES5001 1/ VENT FRAME JAMB -HINGE SIDE 6063-T6 - 4 ES5001 1/ VENT FRAME JAMB -LATCH SIDE 6063-T6 - 5 ES5002 1/ VENT VENT TOP RAIL 6063-T6 - 6 ES5002 1/ VENT VENT BOTTOM RAIL 6063-T6 - 7 ES5002 1/ VENT VENT SIDE RAIL -HINGE SIDE 6063-T6 - 8 ES5002 1/ VENT VENT SIDE RAIL -LATCH SIDE 6063-T6 - 9 ES5004 2/ VENT SNUBBERS, 2-1/2" LONG 6063-T6 - IOA ES1103 AS REQD. F GLAZING BEAD (LAM. GLASS) 6063-T5 - 10B - AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T5 - tOC ES1008 AS REQD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 10D ES-1017 AS REQD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 11 27-425 AS REQD. GLAZING GASKET EPDM DUROMETER 60±5 SHORE 'A' 11A ES1010 AS REQD. GLAZING WEDGE SOFT PVC DUROMETER 65±5 SHORE 'A' 116 5008A AS REQD. GLAZING WEDGE SILICONE DUROMETER 65±5 SHORE 'A' 12 - AS REQD. FRAME & VENT ASSEMBLY SCREWS - #10 X 1-1/2" PH SMS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - #8 X 1/2" PH SMS 14 E202 AS REQD. OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB) - DUROMETER 65 SHORE 'A' 15 ES5005 AS REQD. INNER WEATHERSTRIPPING EPDM DUROMETER 60 SHORE 'A' 16 PJS40-SS AS REQD. CORNER LOCK ST. STEEL SULLIVAN & ASSOCIATES 17 301SS 2/ VENT 4 BAR HINGES -HEAVY DUTY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - #10 X 1/2" PH SMS 18A - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - #10 X 1/2" PH SMS 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2" FROM ENDS) - TRUTH HARDWARE 19A NOVA 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2" FROM ENDS) - INTERLOCK 20 - 4/ OPER, OPERATOR MOUNTING SCREWS - #10-24 X 3/8" PH SMS 20A - 8/ OPER. OPERATOR MOUNTING SCREWS - #8 X 1/2" FH SMS 21 30175 1/ OPER. 13-3/4" LONG TRACK ST. STEEL TRUTH HARDWARE 21A - 1/ OPER. OPERATOR TRACK ST. STEEL INTERLOCK 22 - 2/ TRACK TRACK MOUNTING SCREWS - #10 X 3/8" PH SS SMS 22A - 3/ TRACK TRACK MOUNTING SCREWS - #8 X 1/2" FH SMS 23 - AS REQD. 1X3 CUSTOM MULLION 6063-T6 - 23A - AS REQD. 1X3 STANDARD MULLION 6063-T6 - 24 - AS REQD. MULLION CLIP 6063-T6 - 25 27-372 2/ LITE SETTING BLOCK, 7/16" X 3/16" X 3-1/2" LONG EPDM AT 6" FROM EACH END, DUROMETER 75±5 SHORE A 25A - 2/ LITE SETTING BLOCK, 5/16" X 5/8" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 75±5 SHORE A 26 - 8/ LITE TAPE SPACER (1/4" X 1/2") FOAM AT 6" FROM GLASS ENDS 30 - OPTIONAL 5/16" BOX SCREEN - - 33 ES5009 2/ VENT ANTI SAG SKATE, 2" LONG NYLON/CELCON M&M PLASTICS 34 - 2/ SKATE SKATE MOUNTING SCREWS - #6 x 1/2" PHSMS 36 ES5003 1 IMPOST 6063-T6 37 ES5010 AS RQD. IMPOST STIFFENER 6063-T6 45 CLO1-0500 - MULTI -POINT LOCK MECHANISM INTERLOCK 46 - - LOCK FASTENER PLATE - 47 - 2/ LOCK LOCK FASTENER SCREWS THREAD FORMING 48 CLO 1 -2250-XXX - SNAP ON COVER - 49 CL01-1050-XXX - SNAP ON HANDLE - 50 - - GUIDE (ACETAL) - 51 - - KEEPER (ACETAL) - 52 - - LOCK BAR (304 ST/ST) - 53 ES-5017 AS REQD. FLUSH FRAME ADAPTER 6063-T5 OPTIONAL 54 - 1/ VENT LOCKING HANDLE - SULLIVAN & ASSOC. 55 - 2/ VENT LOCKING CAM (AT 11-1/2" & 50-1/2" FROM BOTTOM) - SULLICAN & ASSOC. 56 - 2/ LOCK LOCK MOUNTING SCREWS - #6-32 x 1/2 PH MS 57 ESS013 1/VENT LOCK HANDLE/CAM CONNECTOR - 1/4" x 1/2" ALUM. BAR 58 ES5011 2/ BAR CONNECTOR SCREWS - CUSTOM 59 CS-20OK-SS 2/ VENT KEEPERS (AT 12" & 51" FROM BOTTOM) ST STEEL SULLIVAN & ASSOC. 60 - 2/ KEEPER KEEPER MOUNTING SCREWS - #10 X 3/8" PH SMS U) Ld w 00 0 1 W 0 3 z CD • • Z N900 a7-• •••• • • iQ( lu W 0 0 • 000*00 •••••• • • • 0 • a 0 M oo Qom. 0a ei • • ••i• • • •00 O.3tra �•�•(� O N • •••. �•�� Tl lf1 o _Z M a I Q W Q W CMr I- SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. P 'orolJCT REVISBD No. T05S2 a ec,:�rla2yir� �vi63 the FtU9ida � � � m Dili Jun 24 201qq�,_ ti:ec eta c. eto ly-a 0 0 0 ° "S' STATE OF Bv L0 J � v I 03 i L0 Z 0 w m LLJ J L-i Q J �` W c� 0_ N N N d ur p Q� � 010 n 3 Z�_J Q s z L- 0 o O o � Q J I W r7 � sheet 8 Of 10 IMPOST CORNER VENT CORNER 16 12 FRAME CORNER as crmpl i b with t:ge 1;dartd., /i$7�£:3dc:FaCe 4c�'- BVYIl+�Jl 16 A7-J0 N W 00 m 0 coZ. r •••:•• O ` M 0 ••••• • • (W• *Ira ••LL •• ••• • C'ra ° .... 12 .. a 0 as tT L I : Z •Od N ' ...; • LL Z N O 02 C� (D a W 0 H o. a®592 o un 24,2019x- o� AL 00 LO �i un I rn o F- Z o w M N U X v J w W Nvi CD pn 010 n Z tO 0 o oLi � n Li Q ( sheet 9 of 10 ) MULLION LOAD CAPACITY - PSF WINDOW DIMS. 1 X 3 STD. MULL 1 X 3 CUSTOM MULL WIDTH (W) LENGTH (L) EXT.(+) INT.(- EXT.(+) INT.(-) 26-1/2" 37" 42" 45" 48" 53-1/8" 62" 58" 1 90.0 90.0 90.0 0.0 90.0 9 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 26-1/2" 37" 42" 45" 48" 53-1 /8" 62" 63" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 26-1/2" 37" 42" 45" 48" 53-1/8" 74-1/4" 90.0 90.0 90.0 90.0 83.3 90.0 79.4 90.0 76.1 90.0 71.7 90.0 26-1/2" 37" 42" 45" 48" 51 " 75„ 90.0 90.0 85.0 90.0 77.2 90.0 73.5 90.0 70.4 88.3 67.8 85.0 MULLION LOAD CAPACITY - PSF WINDOW DIMS. I X 3 STD. MULL 1 X 3 CUSTOM MULL WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) 30" 36" 42" 48" 54" 0" 6 54" 1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30" 36" 42" 48" 54" 60" 62" 00" 90'0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 0 90.0 90.0 90.0 30" 36" 42" 48" 54" 59" 66" 90.0 90.0 90.0 90.0 90.09 90.0 90.0 90.0 90.0 90.0 90.0 30" 36" 42" 48" 54" 72" 90.0 90.0 90.0 90.0 90.0 90.0 84.5 90.0 79.2 90.0 30" 36" 42" 48" 51 " 76" 90.0 90.0 86.9 90.0 77.2 90.0 70.4 88.3 1 67.8 85.0 NOTES: 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NOA. 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO ENTIRE SYSTEM. SERIES 5000 CASEMENT WINDOW SERIES 5000 CASEMENT WINDOW EXTERIOR WINDOW WIDTH WINDOW WIDTH CASEMENT TO CASEMENT MULLION CLIPPED MULLIO TYPICAL ANCHORS 4 PER CLIP SEE SHEET 4 FOR DESCRIPTION z w J J S z w J / \ F W1 W2 J x H C0 z J W1 ==Ir ____= / III II II II II III / / 1�I III III ICI / / i li it i li li ill / O / C' III III � Ilil III / G I III III � II II "' III � III I I \ III II II w II II III \ J II II I \ �` II III III II \ III II II II II III \ W1 I W2 I I W2 I W1 2 3/4" 1 /2„ o w o <I Ld w3w ~ Z 0 X = z ¢ 0 u n WINDOW WIDTH WINDOW WIDTH CASEMENT TO FIXED MULLION TYPICAL ELEVATIONS SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) = W1 + W2 2 LO Lu w co 0 I Z. . CO I, � h aY••W � J ZO (yZJ M N Q i••z O 1 N a 0. C O ` M Qq O:LNW• • M • cyOzm o ir Q •4 Q Q 0 • • •� Z a0J N • Iq 031i in IL Z 0) O m JzIDQ ID 4 W 01 I- - 00 I 00 z W 0 o M m LJ V) v U X -1 L.I U LLI � u� LO Q t� 010 3 M Z 2i J O o 0 Q v (n LLn Q wrLrj� ui W U x x g m x n N 0 o � VI 0 U 0 0 F H W N f w w o o w z a z Ero o z U U o c cxi z z � L,z �ri N 0 o 6 6 6 N N O 0 II P° °00 e I N Q m I'R'JDIICTRK-EJI" ®.70592 0 as Cir:?3_°Jl�'ds"K,3 LVE'x;5 liiti= QiEt't� e ti BuO iug C� e '07 O'3 o un 24,201Rr13 L �n- S-r E OF drawing no. By { W R 8 rvdarui �ONALmll`���\� sheet 10 of 10 MIAMI-DADS MIAMI-DADE COUNTY # PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv ES Windows LLC 3550 NW 4911 Street Miami. FL N42 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 "5100 Fixed Casement" Aluminum Fixed Window > L. M. I. APPROVAL DOCUMENT: Drawing No.W11-15, titled "Series 5100 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 03/22/11, with revision F dated 11/01/17, 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. MAI MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELf G: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, 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# 16-0922.02 and consists of this page 1 and evidence pages E-1, E-2 and E 33, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0116.05 MIAMI•DADE eoutVTY Expiration Date: September 22, 2021 �$ Approval Date: February 22, 2018 113 Pa e1 1; ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0531.09) 2. Drawing No. W11-15, titled "Series 5100 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 03/22/11, with revision E dated 06/14/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0531.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 10/28/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kurarav America, Inc. for their "ButaciteL) PVB Glass Interlayer" dated 06/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas@ (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. Manuel Pere Product Control Exami er NOA No. 18-01 .05 Expiration Date: September 22, 2021 Approval Date: February 22, 2018 E-1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5tn Edition (2014), and of no financial interest, dated June 13, 2016, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0531.09) 3. Proposal No. 10-0505 issued by Product Control, dated 06/29/10, signed by Manuel Perez, P. E. (Submitted under NOA No.11-0531.09) 4. Distributor Agreement between, E.S. Windows — Energia Solar S.A., Barranquilla, Colombia and E.S. Windows, LLC, Miami, Florida, U.S.A., dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro, respectively. (Submitted under NOA No.11-0531.09) G. OTHERS 1. Notice of Acceptance No. 15-0129.04, issued to ES Windows, LLC, for their Series "5100 Casement" Aluminum Fixed Window - L.M.I., approved on 05/14/15 and expiring on 09/22/16. Manuel Pere P.E Product Control Exa ` r NOA No. 18-0116.05 Expiration Date: September 22, 2021 Approval Date: February 22, 2018 E-2 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W11-15, titled "Series 5100 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 03/22/11, with revision F dated 11/01/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 10/814 and revised on 10/06/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their SentryGias® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. STATEMENTS� 1._ Statement letter of conformance, complying with FBC ,511 Edition (2014), vith FBCY6th dition (2017), and of no financial interest, dated October 11, 2017, issued by Al Farooq, Corporation, signed and sealed by Javad Ahmad, P E G. OTHERS 1. Notice of Acceptance No. 16-0922.02, issued to ES Windows, LLC for their Series "5100 Fixed Casement" Aluminum Fixed Window - L.M.I., approved on 09/29/16 and expiring on 09/22/21. Manuel P z, .E. Product Control xa iner NOA No. 18- 116.05 Expiration Date: September 22, 2021 Approval Date: February 22, 2018 E-3 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 SERIES 5000 CASEMENT WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 4 •• /GG•. a 1•••4 DAYLITE OPENINGS: D.L.O. HEIGHT = WINDOW HEIGHT — 6.9375" D.L.O. WIDTH = WINDOW WIDTH — 6.9375" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED JAN 0 3 2018 PRODUCT REVISE ) as complying with the FkWida Building Code Acceptance No Expiraftion DaU �. 1 By Id13a�•.i jade T+io�ict Ga �Ld �j N I� 0 Z M N z QW Q IL4 a .0 w��•n o .(LLLI 1 1% I a j= 0 �.* v pti M •� a 0 c7 o a. Q4•a 0 0N I O a' z U) - o r 4(5p Q uj •IW- 00 LO —I LO � I co ?i ,j M W x_ U J LLJ J ry z � viZD J 0 Q Q r W �2 Z�� cO Ln 3:Z11 1n 0 LO Q V) WM�� I�001� 4 �' � �� lCD 0 0 i I N ICY I to ~ a 5i ui a O Y drawing no. W11-15 sheet 1 of IIm DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'C', 'D', 'E' & T' WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) 24" 30" 36" 42" 48" 54" 60" 62" 42" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 24" 30" 36" 42" 48" 54" 60" 62" 48" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 24" 30" 36" 42" 48" 54" 60" 62" 54" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 88.5 88.5 88.5 88.5 88.5 88.5 24" 30" 36" 42" 48" 54" 60" 62" 60" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 88.5 88.5 79.7 79.7 79.7 79.7 24" 30" 36" 42" 48" 54" 59" 66" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 88.5 88.5 81.0 81.0 24" 30" 36" 42" 48" 54" 72„ 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 88.5 88.5 24" 30" 36" 42" 48" 51" 76„ 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 WINDOW DIMS.C', �y='GLAS���TYPI� D E & `F' WIDTH (W) LENGTH (L)X} 19-1/8" 26-1/2" 37" 48" 53-1/8" 62" 26„ 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 19-1/8" 26-1/2" 37" 48" 53-1/8" 62" 38-3/8" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 1 90.0 19-1/8" 26-1/2" 37 48" 53-1/8" 62" 50 5f$ 90.0 90.0 90.0 90.0 900 90.0 90f3 90.0 90.0 90.0 90.0 90.0 19-1/8" 26-1 /2" 37" 48" 53-1 /8" 62" 63„ 1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 77.1 77.1 19-1/8" 26-1/2" 37" 48" 53-1/8" 741/4" ' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 '900 �t 90� 19-1/8" 26-1 /2" 37" 48" 51 " 76" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 5/32" HEAT STREN'D. GLASS OR V5/32" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer VTrosifol PVB By 'Kuraray America, Inc.' 1 r-5/32" HEAT STREN'D. GLASS 5/32" HEAT STREN"D. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE a- DOW CORNING 795/983 W L_ m Z 4 3A O Uj w X W GLASS TYPE 'D' 5/32" HEAT STREN'D. GLASS OR 5/32" TEMP. GLASS SILICONE a DOW CORNING 795/983 a F � r m m z z 4 V) 3B I 1 l �� M 0 M W GLASS TYPE `E' 0-1 0 w x x W GLAZING OPTIONS 1/4" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' r-5/32" HEAT STREN'D. GLASS SILICONE DOW CORNING 795/983 GLASS TYPE Y NOTE: TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. 1/4" AIR SPACE CONSISTING OF: SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS, PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). • • • AT 1/4 POINTS ON I TESo ' WIDER THAN 36" •' SETTING BLOCKS AT LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS NTS ALL SIZES SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS JAN 0 3 2010 PRODUCT REVISED as emnplying with the Fkwida Building Code Accepwnce X 5t� Ex :fatign Irate By©CS iVL3Ht11 a'3ss*e Product ®��< i ���111111/1// Z O Z M N F- w ��pp s: Z a Q •9 a• � o •O W 0.1•• •a U � LLI oL. .LL 0 � om • V 'O nj eKi• • M Q ok •O It <e a 0o�R.' * O • v w� Q WLLI U.Z N - n 10 Q to bi w o� 0 0 0 W U� J w C/) C'4 Q rn M 0 CO olo Z J w 0 � 0 L0 E W r-) :�E � a a , �NS� N �� o N Q l a o � F- o. 7 592 ®_ e O U Y ! LULj TATE OF �2�� drawing no. a�, �...... , °�o�� W 1 1 -15 /YO/ I I I I ��\\a sheet 2 of 7 TYPICAL ANCHORS QCC GI VlI Cn0 CPA P1111I'_ TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL EDGE % STRUCTURE DIST. / rr— ----------------i� �I MIAMI—DADE COUNTY APPROVED I� MULLION & MULLION ANCHORS I I I� SEE SEPARATE NOA �I Ij EDGE jt I DIST. I I L --- -- - ------J..I TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Q cn T- -ruin 00 3 � 0 �o� CO °' 0 1- z M W N z Q a �s In 00�0 0 0 Lap..n •I .. to G Lee • LL ••••• F • '•••• 0 a•G 441 ••;•• 00•6,a•1 • • • • me 1% sQ�Q •N ;••;. a Wow ui �, z'�.c° O • .d 9. 2 . W TYPICAL ` ANCHORS: SEE ELEV. FOR SPACING 1 /4"DIA. ULTRACON BY 'ELCO' (Fu=I77` 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 BLOCKS 1-1 /4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1 /4" MIN. EMBED INTO BLOCKS, (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4",MIN. EMBED INTO CONCRETE,(HEAD/SILL/JAMBS) 1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS) 1-3/4" MIN: EMBED INTO CONC. (FOR MULLION CLIPS ONLY) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES- (HEAD/SILL/JAMBS) (3) THREADS MIN.. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE' INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO CONCRETE = 1-1/2" MIN. (INTERIOR 'ANCHORS AT MULL CLIP) 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 = 2000 PSI MIN. • < e.�.�dY,�a�-.,. , aaa,. .iima�,dG.A,.. .,.a..,.-., ..,,.u.,u�.o v�...�uv, ENSj alloula� is PRODUCT I:EVISED as c,,ninlying \%ith the Florida 6uildit g Code !$-oit6•QS Acogltance E bore Date By NAzotrt• Dade Product Co J to I co o to LO 0 0 w _j —J Lw N 3> - J 3 0) �- to Cl `r ro o Z�JO LO cn 0 L0 J w u7 � W In Z w U m � m o w O U U O Z a N O r U J L � W Q � a o 0 o�m��� p N O O 0 0 N It Q N 1 N 0 \ 0 O Y 'a N _` o drawing no. W11-15 sheet 3 of 7 TYPICAL P SI FOR 1/4" SHIM 3/16" MAX. TYPICAL At SEI FOR E M STRUCTURE PRODUCT REVISFID as .0n plying with the Florida 13uildin-Code Acceptance Expifatio++ Cate a B e� Niianii ade Product Cie fc1� ,! `\t�41099dgg®B' Z M ;° O F- Z N ya Q Q N '.o �.o a o /0y W:cav•.."1• ul • 0 � ;)*(I)• Do W M a k m, • O 04o <. 8 O Ur 4 0 W Y. LU o Q WAS 00 J Lr) I 00 to 0 0 w U� —, w Of _ Hcn N J cy) Q co O Z J Lo }i Z 1 � n 0 w L N W :�i Fu-j (sheet 4 of 7 ) TYPICAL ANCHORS SEE ELEVS. FOR SPACING EDGE DIST. o' O \ ALT. 0 ALT. 10 _ rTmr I v D TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. METAL - F STRUCTURE X 10 M :2 �r------------------- I MIAMI-DADE COUNTY APPROVED I I I MULLION & MULLION ANCHORS I I� SEE SEPARATE NOA �I EDGE DIST. I I II i` _------�--_—___- _- TYPICAL AN SEE ELEV. 1 /4" MAX. . SHIMS o e' 4 .1 /4" 4 do a L Q W G D 0 d p o W .d TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED as complying with tale Building Code Acceptance No C. Expiration Date . ��v Uj to III OZ M 0~i / •� M N Z Q N 0 (1 0 00 .Q- °a UPM•..~ •. •.. O • • •••.• /� N V W A ••••• O, dZ M• .••.. .• .. C� � z -J . aU) 0 Lu — ro � 0 I � � O W �` I— J W z I— N i/ i d v C) 7 __j D Q It M W o Z J Lr)Z i O Lj Q af LLJ N _I W r� Fw.. z w � x x V 0 L N O 0 N N z ~ w S ~ w W U W < w a U 0- O U O p O Z af. W. Z N m 0 N O O O O O ��.• �° N�� • q� N v ° o to 7059/ a a 46 TEOF �12�� drawing no. ORI®�.•°° off'; W1 1-15 3. 23 O FIX. WDW. FRAME _rT,,012 �.172 .891 O FIX. FRAME COVER .329 •803 — L .837 F� 3A GLAZING STOP (LAM. GLASS) .1135—Ir •80T 3 .050 1.083 3B —•--- GLAZING STOP (INSUL. LAM. GLASS) 10 FLUSH FRAME ADAPTER �{ 1.000 � -�j 1.000 .338 125 .125 3.000 3.000 .338 2. 5 1 X 3 1 X 3 O CUSTOM MULLION 7A STD. MULLION O MULLION CLIP ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 ES5015 4 FIX. WDW. FRAME 6063-T6 - 2 ES5016 4 FIX. FRAME COVER 6063-T6 - 3A ES1103 AS REQD. GLAZING BEAD (LAM. GLASS) 6063-T5 - 3B ES1017 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T5 - 4 27-425 AS REQD. GLAZING GASKET EPDM DUROMETER 60 SHORE 'A' 5 - AS REQD. FRAME ASSEMBLY SCREWS - #10 X 1" PH SMS 6 PJS40-SS AS REQD. CORNER LOCK ST. STEEL SULLIVAN & ASSOCIATES 7 - AS REQD. 1 X3 CUSTOM MULLION 6063-T6 - ' • s• 7A - AS REQD. 1 X3 STANDARD MULLION 6063-T6 - 00*! 8 - AS REQD. MULLION CLIP 6063-T6 - • • • • 9 27-372 2/ LITE SETTING BLOCK, 7/16" X 3/16" X 3-1/2" LONG EPDM AT 6" FROM EACH END, DUROMETER 75±5 SHORt•A• 9A - 2/ LITE SETTING BLOCK, 5/16" X 5/8" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 75±5 SHO A 10 ES-5017 AS REQD. FLUSH FRAME ADAPTER 6063-T5 OPTIONAL 11 - AS REQD. GLAZING TAPE (1/4" X 1/2") FOAM - •••• SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. NOTCF OPTIONAL 50 FRAME CORNER �v (N W I Z M OD o� O H M 3 Z N Z JL O w00 •a 0 CL G•F- 4r '� • O0 v�iMe a E-M d• 0 °tt,•0' U) "000 Q Lu :3 • L;' 30& Z • q m Li VP \ 's PRODUCT REVISED as complying wM lt►e FkaMa z 059 � ®_ Building Corte- Accentanx I3o m "' Expifaujm Date [ft e 0 ' TE OF �l9 By Dade ProductCcxKtgY' e OR%DP%. ,JAN 0 3 2018 00 -J LO 00 0 � 0 0 W x U -j w -� w +g to C ¢ Q �} CO o Z J Ln 0 w o g ui Q N LJ �U�-- U w t5 m � w C N Z � Q FI- O it Upf W c� J Z Q O U N t' o O o � C a O N O � O O o 00 O W w N ¢II Q N Of O � ~ 2 a L N V U drawing no. W11-15 sheet 6 of 7 MULLION LOAD CAPACITY - PSF MULLION LOAD CAPACITY - PSF WINDOW DIMS. 1X3 STD. MULL 1 X 3 CUSTOM MULL WINDOW DIMS. 1X3 STD. MULL 1X3 CUSTOM MULL WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 37" 42" 45" 48" 53-1/8" 62" 58" 90.0 90.0 30" 36" 42" 48" 54" 60" 62" 54" 90.0 90.0 90.0 90.0 90.0 90.0 0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 26-1/2" 37" 42" 45" 48" 53-1/8" 62" 63" 90.0 90.0 30" 42" 48" 54" 60" 62" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 1 9 90.0 26-1/2" 37" 42" 45" 48" 53-1 /8" 74-1/4" 90.0 90.0 30" 36" 42" 48" 54" 59" 66" 90.0 90.0 90.0 90.0 90.0 90.0 82.5 90.0 90.0 9 .' 78.6 90.0 90.0 90.0 75.4 87.4 90.0 90.0 71.0 83.2 90.0 90.0 26-1/2" 37" 42" 45" 48" 51 " 76„ 90.0 90.0 30" 36" 42" 48" 54" 72" 1 90.0 90.0 84.2 90.0 90.0 90.0 76.4 90.0 90.0 90.0 72.8 1 87.6 83.6 90.0 69.7 1 84.5 78.4 86.8 67.1 81.9 30" 36" 42" 48" 51" 76" 90.0 90.0 86.1 90.0 76.4 90.0 69.7 84.5 67.1 81.9 NOTES: 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR FIXED WINDOW CAPACITY SEE SHEET 2 OF 7. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. 1/2" U� w u� I Z O o Z z W N F N Q D o d o v i i A O Wd1i••�j U Li • • c4E Gm •...• • G QW•mg•�D ..•.. .. .. IX (n z•a•N ....:• ••••• W n L2 to . W1 W2 ; J Llb(D t• j • • •• •• Q W {M1•�•H ;••..; • w tr En 0 oM z or200 Wes' b ui ZN Z== ZO Q L'i U N z CLIPPED MULLIONS 2 3/4" M TYPIC'AI ANCHORS WINDOW WIDTH WINDOW WIDTH MULLION TYPICAL ELEVATION SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) = W1 + W2 2 LO J n 0co LO 0 0 w -- _x U J Z V) V1 d Lo 1 0 0) LO a p�{�00 O Z J LO 3� z n 0 w uiO g LO w W r7 to Uj t u7 t0 I� C 0 0 V a O N O O L O n J!l N 0 A�p�q ' N II � PRODUCT REVISED 61_ ` ® I N a� C�p1Yrll{3 with 1�1C FlOflda _ �J 7®g�2 m � \ T � Ruilding Code /1 AccePteece Ai01SIQ1' rO.OS O U t Ex icatioe Daa� �,o2j o� a %�` By i®� . ATECDF ���c a drawing no. Miam' Dadc Prod&t OR1 W 1 1-15 i 7 M IAM I-DADE - MIAMI—DADE COUNTY = PRODUCT CONTROL SECTION DEPARTINIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade._gov/economy ES Windows, LLC 3550 NW 49`h Street Miami, FL 33142 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 DESCRIPTION: Series "EL-150" Aluminum Single Fixed WindowsL.li I ;r APPROVAL DOCUMENT: DraN iag No. W16-70 Rev B, titled `'ES-l:L 150 fixed Aluminum Wdw. (L.M.I)", -sbeets I through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, 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. Limitations: 1. See design Pressure VS window sizes and glass types in charts in sheet 3. See glazing types in sheet 2. 2. See sheet S for optional mulled side by side installation (Approved impact mullion, under separate approval), when the windows are mulled, lower Design Pressure may control for entire assembly. AHJ to review such installation for tributary end load and required anchors. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BA.RRANQUILLA, COLOMBIA S.A., 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 # 16-0617.05, 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 Ishaq I. Chanda, P. E. _ NOA No. 17-121S.12 MtaMioaoE COUNTYExpiration Date: May 18, 2022 Approval Date: February 08, 2018 Pale 1 l� ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1 through 9 of 9, dated 11/13/16, with revision A dated 05/12/17, 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 aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-004, dated 11/14/2016, and revised on 05/10/2017, both signed and sealed by Constantin Bortes, 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 aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-012, dated 05/10/2017, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated I t/16/2016 and revised on 12/21/2016, 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. 16-1117.01 issued to Kuraray America, Inc. for their "TrosifolO Ultraclear, Clear, and Color PVB Glass Interlayer" dated 01/19/17, expiring on 07/08/19. 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. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 11/11/18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. Is aq I. Chanda, P. E. Product Control Examiner NOA No. 17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated 11/16/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (CI Energia Solar SA) and by Evelyn Daes (ES Windows). 2. Statement letter of no financial interest, dated 11 /22/2016, prepared by Blackwater Testing, Inc., signed by Dennis Duffy. 3. Test proposal # 16-1476, approved by RER, dated 12/16/2016. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1 through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes of FBC 17 (61h Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STAT6'rEis gk 1. Statement letter of conformance to FBC 2017 (6t'' Edition), dated 11/08/17, prep prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises # 16-0617.05, expiring 05/18/22. Isball I. Chanda, P. E. Product Control Examiner NOA No.17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 E-2 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. 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. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. n n Q U) nx �w z <of O U 48" WINDOW WIDTH 44 7/8" D.L. OPG. 12" 6" MAX. A MAX. HEAD/SILL HEAD CORNERS FILL tl I. 11 II II II f l 11 11 II II II II II II II II II II II II II II II II II II I! Il II li If II ll 11 fl II EI II II If II I I' TYPICAL ELEVATION FLANGE FRAMES WITH FIN ADAPTER DAYLITE OPENINGS: D.L.O. HEIGHT = WINDOW HEIGHT — 3.125" D.L.O. WIDTH = WINDOW WIDTH — 3.125" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSIL MPAG SHUTTERS ARE NOT REQUIRED. mt)nuc C REVI'mo 4% wimp4ing tr k The rkwwa boding Cods Acceptance No 17, / 2 • t Z Expiraban Date d 2 VV) �. W 0 Z to 0 % co N Z j � 0 0 00 0 0 CL rV t•: �cP •• • 0 b CO 00a 0'08 0 Q Q 4i 0 Z (n•_ 0 LL Ww Q m s— J � tr 00 p n co o D Z U X Lu .J w `` Q Ld Q T0 Z .— L n w o v W tJ 17 : F --'- 7 2017 ve\11lsloia�o®� U� o i 70592 ' E OF 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. V N w 0 W O Of w X w 1/8" TEMP. GLASS 5/16" AIR SPACE HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' OR .090" Interlayer SentryGlas BByR 'Kuraray America, Inc.' O .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 1/4" HS. GLASS SILICONE DOW CORNING 795 DOW CORNING 983 z m DOW CORNING INSTANT GLAZE III N is fl II. II� a E4 r AT 1/4 POINTS �' M4 ALL SIZES GLASS TYPE 'Ai' 7/8" OVERALL INSUL. LAM. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 1/4" HEAT STREN'D. GLASS SILICONE g U) \DOW CORNING 795 DOW CORNING 983 \ ca DOW CORNING INSTANT GLAZE III u Cf/ 0 O a AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS GLAZING OPTIONS 5/32" TEMP. GLASS 5/16" AIR SPACE �— 5/32" HEAT STREN'D. GLASS 090' Interlayer Trosifol PVB By 'Kuraray America, Inc.' OR .090" Interloyer SentryGlas By Kuraray America, Inc.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' r-5/32" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray Arr OR .090" Interlayer SentryGlas By Kuraray Arr OR 090" Interlayer Saflex Clear An By 'Eastman Cl OR .075" Interloyer Saflex CP With By 'Eastman CI AT 1/4 POINTS ON Lll WIDER THAN 36" ONLY GLASS TYPE V 7/16" OVERALL LAM. GL SILICONE DOW CORNING 795 DOW CORNING 983 DOW CORNING INSTANT GLAZE III AT 1/4 POINTS ALL SIZES GLASS TYPE 'Di' 7/8" OVERALL INSUL. LAM. GLASS ?WVUU T as C8000ag with the I mining Cods+ Acceptance No 12- nomd"asatc 5/16" AIR SPACE CONSISTING OF: SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 `0it017t0i9/// EN � s 7.6592 9 =S � E OF • � e a Z rt 0z If I- ul � a a a� N 0 0�p �. O M dal•:; 04.. LZ o ��.. ua t3 > 0�Qy� �O a W W t<n z N•. o a W 01 d F- 00 LO Co � o v z J W —I w Q 0 tY V) V1 C u� w LL- o 00 Z�� Sys Z LL n J W _ OO - v 60 W W � W Ln 0 a o� o � z U z = N g O c� z U) r 0 O N � O � 0 0, m � N Q drawing no. W16-70 sheet 2 of 9 stG LQAD CA1?ACTY WINDOW DIMS GLASS TYPES' , GLASS TYPE WIDTH HEIGHT EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 30" 36" 42" 48" 54" 60" 48" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 1 60.0 60.0 30" 36" 42" 48" 54" 60" 54" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 71.1 71.1 53.3 53.3 30' 36" 42" 48" 54" 60" 60" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 1 60.0 71.1 71.1 53.3 53.3 64.0 54.0 48.0 48.0 30" 36" 42" 48" 54" 60" 66" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 64.0 1 64.0 48.0 48.0 30 IIx80 42" 48" 54" 60" * 80.0 80.0 60.0 80.0 80.0 80.0 4 �.. 80.0 80.0 60.0 80.0 60.0 60.0 68.6 60.0 71.1 71 A 53.3 53.3 64.0 64.0 48.0 48.0 30" 36" 42" 48" 54" 78" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 78.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 30" 36" 42" 48" 54" 84" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 76.4 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 30" 36" 42" 48" 90" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 75.0 80.0 80.0 1 60.0 67.1 80.0 80.0 60.0 60.0 30" 36" 42" 48" 96" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 73.8 80.0 80.0 60.0 65.8 80.0 80.0 60.0 1 60.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'B', 'Ai', 'Di' GLASS TYPE 'A' WIDTH HEIGHT EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 30" 36" 42" 102" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 72.9 80.0 80.0 60.0 64.8 30" 36" 42" 108" 80.0 80.0 60.0 1 80.0 80.0 80.0 60.0 72.0 80.0 80.0 60.0 63.8 30" 36" 114" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 71.3 30" 36" 120" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 70.6 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES '8', 'Ai', 'Di' GLASS TYPE 'A' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) 19-1/8" 26-1 /2" 37" 48" 53-1 /8" 26" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 19-1/8" 26-1 /2" 37" 48" 53-1/8" 38-3/8" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 75.0 80.0 80.0 60.0 75.0 19-1 /8" 26-1/2" 37" 48" 53-1/8" 50-5/8" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 60.0 75.9 75.9 56.9 56.9 19-1/8" 26-1/2" 37" 48" 58" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 60.0 72.3 72.3 54.2 54.2 19-1/8" 26-1/2" 37" 48" 53-1/8" 63" 1 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 50.0 80.0 60.0 60.0 72.3 72.3 54.2 1 54.2 19-1/8" 26-1/2" 37" 48" 53-1/8" 76" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.2 80.0 80.0 60.0 60.0 72.3 1 72.3 54.2 54.2 WINDOW WINDOW WIDTH � WIDTH a F %/� -1 T-(-i��� W LZiI 0 �' o z z WINDOW WIDTH WINDOW WIDTH � I I z I I � •r WINDOW WIDTH x rLLJ J WINDOW WIDTH � I z Z J 3 S I 3 WINDOW WIDTH WINDOW WIDTH Fj- -1 x I /. J 3 L - J WINDOW WIDTH U J 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. MODUC f REVNED is c w p4ing with the Floe'; s huldilla code Acceptaffce Into 1 Espirmion Cute �rze . ' - ^a�ssszssi C L J 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). GEN/ a s a � 70592 OF UEn o I c0 I,* ti 3 M 0 Z M N 1-0 W Q a. 'T 6 00 0 o N • �? L "so o LIJ cc 0 +•• LL; 4 • v Q LU 0 6f (A 0 O 0A t-p L Z V) O 2.0 S a• Qw('� •••• Z D J a 0 w x LL- J U-1 I w J z Q I a m 0 0 00 X) In I 00 M co LO 0 W U LI.1 V) cn o00,�to �"�M zJO O V)02LO � LO Q J Lj a i \ a drawing no. W16-70 sheet 3 of 9 � s` III G SPACF A m U D(9EE DIST: o � EDGE METAL STRUCTURE �� 'a .- d i3 r d'. ' 3 DIST. q 0 o EDGE DIST. � Ld � a II li li o z � � !I II is 3 p I I: I. W II it i I: i! II il. if I: it 11 I: I! II II !i I: I! I: I� II II !i I. I! !i !i E2 \ \ 4d a d 4 d I q ° F1r;F nIST TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EA!mm TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODuc r itEvigm as yiag with the Imwing ewe Anceptance N. l 12 F 2_ �11pir�t Dote 1 -Z .ter' �a4r t'a�t�t Cn o p, vn 1BY WOODpj TYPICAL ANCHORS"' SEE ELEV. FOR SPACING N V w 6 I MIAMI—DADE COUNTY APPROVED I �O MULLION & MULLION ANCHORS I 1 Z n 3 !� SEE SEPARATE NOA �1 ! M C J Z I 11 I E-D-G-E I,_ �' N I .. -D-IS-T. L------- ---_-_ • •N ----� Ua o N Y�u"o :•. : Vaaa �aW •.•.•. ••.•.• TYPICALANCHORS E ELEV. •••••• q� FOR SPACING • • � � Q N WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING =;x 1/4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) 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/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONCRETE OR MASONRY 1-1/2" MIN. ;EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) 1 /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAM1—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN, TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1 /8" THK. MIN, (Fy -= 36 KSI MIN;.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = /4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 30DO PSI MIN. C-90 HOLLOW/FILLED BLOCK tT JAMBS f'm =22000 PSI MIN N Jz�ga Q W tTl � J � ul S o ro � o z _j Q o lr � U) w o Z��o J w _ O uiCi�� ul w wLn Q J I)>_ N cy e ° O V Y V - ° " v c IF drawing no W16-70 sheet 4 of 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA II II II II I I I, ,I ® as �aa lmgwitb the F�nc•�g 4slading CO AmOunce �1o��J date 'L- 1/4" SH WOOD 0 W O h I cD Z % Qt ` ZCID La N to d Z..11�', :9 p OU iil 4 TYPICAL ANCHOR'S' ��,yN•`s•Y SEE ELEV. 00000, a i�.. • FOR SPACING • �; 0 H LL • • .� j . • 7 1/4 ••..• O> • o n " • O •. .• M•••• Jfw�J M " V J o4g.•, w 01 H d °. C. 4 w 00 � o Z —I w 1 /4" MAX. Q LLJO J SHIM Q N U N Qro M TYPICAL ANCHORS Z -� SEE ELEV. Z �n FOR SPACING � j 0 — LJ M ul METAL STRUCTURE sn 10 M � w U U 0 0 z z rD �EN IGEN to cr 0),*92 i ATE P ��9�� drawing 9 no ZORk m r 3t p ° Q Qa ° p . 4 0 ALT. O ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHO SEE ELEV. FOR SPACI' METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING M MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIMS ICAL ANCHORS SEE ELEV. OR SPACING . . a d INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERS SEE SHEETS 4 & 5 FOR WINDOW DETAILS VV) 4. W 0 � r I Z CO 0 � z (' H 9 4 W �• N 1 a1••.�� • •' O O •••••• a• .... t� c W 46 .... ...... > m o .:.. • .. O to as couplying with the • • • I �* & v • • • • • zem Acceptance No r Q ut 01 €;rate Z u4 U3 �i co o o z U X —1 Ld `` rx 0 v) (n uJ ro ALT. 0 co W p Ta _ M .� (n Lj L Q W n F WLi N m U7 0 O ~ r zOz tZ:l N = _ O O O z z 'INDO DTH - iri oo� B 7 4: N o \ `\\%J111111/,,° ' C a m to i M C7 B r .7059275 ~ ' V V ® AT OF ^� drawing no. �,����` ��°•�� W16-70 °°>; a®r�fG�l�1\�'� sheet 6 of 97 TYPICAL ANCHORS SEE ELEV. FOR SPACING Lq!7_'jl CD w CD ILLUSTRATIVE DTLS, ONLY EXT. OR INT. FINISHES NOT BY E.S. WDW. 0 ALT. 0 0 w o z 3 w 0 ALT. z 04 #10 TEKS/SELF DI AT 6 FROM ENDS AND 12 O.C. MAX. #10 TEKS/SEZ NG SCREWS AT 6 FROM E AND 12 0.C., TYPICAL ANCHORS SEE ELEV. FOR SPACING N \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING #10 WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 1 /4" MAX, GAP 1/2" MIN, TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 ALT. #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. WINDOW WIDTH m INSTALLATION DETAILS WITH FIN FRAME ADAPTERS SEE SHEETS 4 & 5 FOR WINDOW DETAILS MODVC i REV€SCR• >p�G�6inF e;�hti• �j�lL£8h6fa Pkt31� ``\�1�0111PPP ` CEN 0 Z ;�o M 3 om M L W � Q t � a •••• U 0 N� :p a�n •• • .... of, 6 n M .....: ••••• M AA W 1h1•• ••••• ..... IQ�� ..:..• o •• •. .•.•.. : •• LL ZN 00 ' • a Wa)171 J 00 Ln ro � o Z OF X J LLJ ._.l LLJ ¢ af o (n Lo Lil � dd-M I Q ro o _ZJ� z � LJ 1 o '- v LLJ W Ln : F w w 0 U' z z z = U U z z 2 I ai a ewe � a drawing no. W16-70 �a sheet 7 of 9 2.91 050 937 —� 1.562 L 719 .062 1.1872 FRAME F.04027 L1.670 FRAME SCREW COVER 2.857 �- .045 .500 625 l � 2.780 FLUSH FRAME ADAPTER Wife, FLUSH FRAME ADAPTER WITH FIN .633 j=-- I ` fiF .050 .974 E3) j .202 .519 T1 �- — 625 050 974 i� F .202 E7 GLAZING BEADS ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 ES—EL151 1 FRAME 6063—T6 — E2 ES—EL152 AS REQD. FRAME SCREW COVER 6063—T6 — E3 ES—EL109 AS RQD. GLAZING BEAD (5/16" LAM. GLASS) 6063—T6 — E4 ES—EL111 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063—T6 — E5 ES—EL112 AS REQD. FLUSH FRAME ADAPTER 6063—T6 — • E6 ES—EL115 AS REQD. FLUSH FRAME ADAPTER WITH FIN 6063—T6 — •• E7 ES—EL110 AS RQD_ GLAZING BEAD (7/16" LAM. GLASS) 6063—T6 — '• " ease M1 #8 X 1" — FRAME ASSEMBLY FASTENERS ST. STEEL PH SMS *.•. M2 ES-5008A AS REQD. GLAZING BEAD BULB SILICONE DUROMETER 60±5 SHORE A •••• M3 80-372A 2/ LITE SETTING BLOCK AT 1/4 POINTS (LAM. GLASS) SILICONE DUROMETER 80±5 SHORE A �• M4 EL100—B01 2/ LITE SETTING BLOCK AT 1/4 POINTS (INSUL. LAM. GLASS) SILICONE DUROMETER 80±5 SHORE A '� • M5 #8 X 1" — FLUSH/FEN FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SMS • • .. DUC i RErr16 I "iti, the ,� CO&f �pta�ee No t�t 14,4 • (I r �� U w n I Z OD ch I- o z M c r p• Q.. 0 CL n.. 0 LLF �q. • a > 7 C •40 Q a•n 416 p . �, LL.ZU'"° • 5 r 42 Q w M81 \`tt1➢➢➢0l1//// �.135 ` o Pd.70692 .625 e t'— �_ .062 .974 p / STA (B OF ° •�gp�� �—.202 11D�°AL �p a tn co to � M Z ::) Jr J J UJ Q it O v) coLd � Q CT) � N M � Z �i J tO 'S Z LL- i w o (J7 LO Q -1 uj Ll ! po ( sheet 8 of 9 ) RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS WELDED JOINTS �DDty € 6tiEV° $qy@•� wou tilt wing C•d• Aaerph.•ce No �s rlaat Date ! t iH .ice 1 1_VJI 1 I 1\Y%IVIL P%Llr%F 11-1\ VVI\19L1\ rl FIN FRAME ADAPTER CORNER I `1111YBE768//// •® •° V- qloiy� 111��� VW z CD M J CZ M Q z W (0 o 4 U,6M *Y .. o v �� r•� � W td• 0 aLa9.'j o It! : S. �Z o J : aW _I � to }} m C) Ih � O Z J W t¢ J Q ry W � Q /n m M tO Z J •- �zL'-� J O W O W W to rG FW.. w w x x u) n T�T � 0 F 0 Z z N U U N o o z z jo r_ r C N r 07 N •� o � N � Y21 .a 6 �[ O N U drawing no. W16-70 sheet 9 of 9 MIIAWI AD MIAMI-DADE COUNTY *� PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ww-w.miamiaade.gov/economy ES Windows, LLC 3550 NW 491" Street Miami, FL 33142 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, includin-Y the Nigh Velocity hurricane Zone. � 6C ca'ITI(lN: a`EL300" Aluminum Outs -wing Boor - L.M_Aidl APPROVAL DOCUMENT: Drawing No. W17-59, titled "ES-EL300 Aluminum Outswing Door (L.M.i.)", sheets I through 12 of 12, dated 06/20/17, with revision A dated 07/21/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. V LABELING: Each unit shall bear a permanent label with the manufacttxer's name or logo, Barangrilla, Columbia, S.A., series, and the 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 distr butors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by .Jorge M. Plasencia, P.E. -N6 0617.03 MiAM oADE CoU�v� A Expiration Daie. January 04,2023 I Z�8 i Approval DatQ anuary 04, 21)I8 Page 1 ES Windows LLC NOTICE GF ACCEPTANCE: EVIDENCE SUBMITTED 1. 1`.'EW EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-59, titled "ES-EL300 AlurnLrium Outswing Door (L.M.I.}", sheets 1 through 12 of 12, dated 06/20/17, with revision A dated 07/21/ 17, prepared by Al- Farooq Corporation, signed and sealed by Javad A hmad, P.E.. B. TESTS 1. Test reports on: 1) Air Infiltration Tesi, 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, and TAS 202-94 6) Large Nhsslle Impact Test per FBC, TAS 201-94 7) Cyclic Wind Press -are Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing door, prepared by Blackwater Testing; Inc., Test Report No. BT-ESW-17-008, dated 06/15117, signed and sealed by Constantin, Bortes, P.E. with Letter of Clarification issued on 08/03/17, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014) and FBC-6rh Edition (2017), dated 06/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahrnad, P.E. 2. Glazing complies with ASTM E1300-09. D . LiALITY ASSURANCE 1. Mia- i-Dade Depa?-tt..,ent of Regulatory and. Economic Resources (RER) E. 1`vl ATERLkL CER71-11F I CATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass 1uterlavers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry GlasCC (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chem. -cal Co. (NIA) for their "Saflex Clear and Color Glass Interlavers" dated 09/0 7/17, expiring on O5/21/21. 4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Co. (NLA,) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" n.. ated 09/07/17, expiring on 12/1 i/18. rge M. Piasencia, P.E. Product Control Unit Supervisor NOA No. 16-0617.03 Expiration Date: January 04, 2023 Approval Date: January 04, 2018 E-1 ES Windows, LL C F. 2. 3. 4. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes_ Laboratory compliance statement for Test Report No. BT-ESW-17-008, issued by Blackwater Testing, Inc., dated 061115/17, signed and sealed by Dennis Duffy, CEO. Proposal No. 16-1477 issued by the Product Control Section, dated 11/2.3/16, signed by ishac, Chanda, P.E. O. OTHERS 1. None. Jorge1. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 16-0617.03 Expiration Date: January 04, 2023 Approval Date: January 04, 2018 E - 2 r�= THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. ES; L300 AL!UNINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELI T ES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/ 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL 13 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE FTC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. .5/ l b HtA I S I KtN U. faLASt. 'SILICONE DOW CORNING 985 /rDOW CORNING 795 DOW CORNING 2400 SQUARE BEAD OPTION INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. STEP 3 FOR SiDELITE PANEL (0) CAPACITY SEE SHEET 3. STEP 4 FOR SIDELrrE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. GLAZING OPTIONS -3/16" HEAT STREN'D. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraroy America, Inc.' OR .090" Interlayer SentryGlas By 'Kuraroy America, Inc.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 3/16" HEAT STREN'D. GLASS 1 S I I i SILICONE LU DOW CORNING 985 DOW CORNING 795 z n DOW CORNING 2400 � it El I M1 II l 1 li Of 0 w GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS NOT ED<TtRiOR LITE OF GLASS TYPE 'Al' TO BE TEMPERED FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. PRODUCT REVISED as complying with the Florida Building Code NOA—No. 16-0617.03 Expiration Date 01/04/2023 By Miami—Dadig'Product Control 3/8" AIR SPACE CONSISTING, OF: SPACEP,: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS, PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 L,X 2(" mum Z -�. 'm � ®z 63y�� n. 0 01 • �� t .•.L6 c3 15- • 0?ra a 0 a. 1, ®eW 1 !IX. U6 Q �� Ld L Z h— m 11 sees I• • sees m ul 03 of n 0 CD � � b Z I v L Q L y J lLL• 0 J L'i Z V) ZE 0 0) Z�� �rzL` vs 0 to w (n v) L LilR)_ c 0 I o II cr Y O � F d A � o u " -a W o u drawing no. W17-59 sheet { of TXGLE DOORS LOAD CAPACITY - PSF FRAME LEAF 1,1RESHOLD TYPES'(t) CKT INT.(-) WIDTH HEIGHT WIDTH I HEIGHT 3&-7/8': "35-5%16" 93-9/16" STD. 80.0 80,0 38-7/8" 96" 35-5/16" 1 93-5/8" ADA 80.0 50.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 7R" V) M= aUj _a �o c� 11 n \ III / !!V\, 1I I ? ACTIVE `,INACTIVE f 7 5/8" MAX. 12" I�SILL ANCHORS MAX. AT STILE ENDS HEAD/SILL. HEAD (4) AT 3" Q.C. CORNERS SILL STD. SILL TYPICAL ELEVATION ( XX ) DOUBLE DOORS LOAD CAPACITY - PSF FRAME LEAF THRESHOLD TYPES WIDTH I HEIGhr WIDTH I HEIGHT 75" 96" 35-5/16"I 93-9/16" STD, 80.0 80.0 76" 96" 135-5/16" 93-5/8" ADA 80.0 80 0 GLASS D.L.Q. FORMULAE: D.L.O. WIDTH = FRAME WIDTH - 11.750" (X DOORS) (FRAME WIDTH - 21.750")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 11.438" (STD, SOT. RAIL) = FRAME HEIGHT - 14.875" (HI -RISE SOT. RAIL) u a SINGLE OR DOUBLE DOORS WITH ADA SILL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16.0617.03 Expiration Date 01/04/2023 By �� Miami -Dam Product Control LO i r` Z r 0 0 Cq m IL ly p.. .. 0�� • • •••••• i �' M0 Ka of • 0 •••• to o •• •• U o •••••• o t° 0 � a z X -,t E o -jw vi N 0 a 0 M z`i wlLjLO w � p ME sf II Jj OF drawing no. 1/ 0 f l i l N sheet of 121 37 5/8" 148 1/16" FRAME WIDTH FRAME WIDTH 34 1/16" 34 1/16" 35 3/8" PANEL WIDTH PANEL WIDTH LEAF WIDTH HEAD/SILL ANCHORS AT STILE ENDS SURFACE APPLIED 25 1/16° SURFACE APPLIED 25 1/16" 27 1/8" (4) AT 3" O.C. I FALSE MUN7INS D,L. OPG. Qlm uj FALSE MUNTINS D.L. OPG. D,L. OPG, MAY BE USED I � ¢ z MAY BE USED �O F � II \ _� = I I --- ii -- --tt— — — I I —01 E \ H x _ - ' z N ly I YI/ u a as a Xf c,.i o io o X {! I w \ I m u rnM a¢ w¢ rn r 1 =====JIIItfII =--= 0 6 6 � o II JI fl o -1 II O IIJr I I m Ii\fl fit f f I 11 Q II LL --7 -- _ \ III LI i 412�' 7 5/8" MAX. HEAD/SILL HEAD CORNERS SILL TYPICAL ELEVATION ( O ) SIDELITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANE- } FRAME PA14EL THRESH01 TYP EXT.(+) INT.(-) WIDTH I HEIGHT WIDTH HEIGHT 37-5/8" 96" 34-1 /16" 93-9/ 16" T D. 80.0 i 80.0 37-5/8"1 96" 34-1 f16" 93-5/8" ADA F 8010 80.0 43-5/8"1 82" 40-1/16" 79-9/ STD, 80.0 80.0 43-5/8" 82" 40-1/16" 7 /8" ADA 80.0 80.0 '41� D.L.O. HEIGHT ( LITE)- = FRAME HEIGHT 11.438" (STD. 80T. RAIL) = FRAME HEIGHT - 14.875" (HI -RISE BOT. PAIL) D.L.O. WIDTH (SIDE LITE) = FRAME WIDTH - 12.563" 7 5/8" MAX. I 12" ` HEAD/S!LL ' MAX. CORNERS HFAD SIDE WIDTH � SILL '—SEE CHART SHEET 4 TYPICAL ELEVATION { O—xx—O ) PROD as comply Building C NOA-No. Expiration By Miami -Da! 3" 34 1/16" PANEL WIOT 25 16° L . OPG. ,l a f f ~ �1 cn u rn to r z �h m J ®z M �Q Q Ld N a w O cq c�� in W N ' •• Usr rem o Or tu lOD'q .i • ' Q W0J- • • • • • • • • �\ • ••• co to rs "� a � f Z (n� rn � Q - o -Z i i w p �1 r1 fHEAD/SILL ANCHORS P (4) AT MULLION `k VDS, i I NOTE-- 0 THE FRAME AREA OF ALTERNATE SIZE MUST NOT o EXCEED TESTED FRAME AREA = 98.7 SO. FT. Z biz T REVISED c: with the Florida 2 to �! N r! �,-U617.03 a'� ,o ,11t11613I/j1�� Date 1 /2023 p-M A 4J��ii ei n aControc1 t7592 '� T OF 9e� droving no. 0 IDS.-'* off; W 7 -5� d ����ar�iitl>>��� sheet 3 of 121 DESIGN LOAD CAPACITY - PSF DOOR TO SIDELITE OR DOOR TO DOOR MULLION SID WIDTH INC FRAME HEIGHT INCHES UNREINFORCED REINFORCED EXT.(+)/tNi.(-) EXT.(+)/INT.(-) 16 24 30 36 42 8' 75.7 80.0 68.4 80.0 62.4 80.0 57.3 80.0 53.0 74.5 18 24 30 36 84 i,4 80.0 54.4 80.0 I 58.8 80.0 54.0 5.9 18 24 30 36 90 58.0 52.4 !73.7�� 47.8 67.2 43.9 61.7 18 24 30 36 96 47.8 67.2 43.2 60.7 39.4 55.3 36.2 1 50.9 I` I CIE-i O UNREINFORCED REINFORCED DOOR TO SIDELITE MULLION DOOR TO DOOR MUI LION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPAC!T!ES SEE SHEET 3, FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/ SIDELITE OR IDOCR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SINGLE (X) DOOR WIDTH FRAME W. 4 DOOR FRAME SIDELITE WIDTH WIDTH OX � OVERALL FRAME WIDTH SIDELITE DOOR FRAME WIDTHWIDTH �XX XOXO E I DOOR SIDELITE FRAME SIDELITE WIDTH WIDTH I WIDTH ( OX0 ) 8 rdv13JI\!I•aATF11y DOOR FRAME FRAME WIDTH OVERALL FRAME WIDTH w rn to F - -- r ( XOX ) f!` 1 F O e t' � 0000, ' / \ } LITE I DOOR FRAME� SIDELITE W ki_ I WIDTH WIDTH ( OXXO ) Q \ fL zz °')� d I a. Q 'I G c� 04 • Gi • • ® U i � ifl. .. oft; sl. DOOR DOOR DOOR • Soo0+�. FRAME FRAME FRAME SIDELITE. I z WIDTH_ fi WIDTH WIDTH WIDTH • • • • J'* g• I OVERALL FRAME WIDTH • • • • • r A E j o0 rn ({ o: O M 1q O I Z v I Z X Ld O M 0 0) to � SIDELITE DOOR FRAME DOOF FRAME ¢ 0 � M WIDTH I WIDTH WIDTH o -3 O . v CD XXXO XXXX , w !� Lei M LOXXX I PRODUCT REVISED as complying with the Florid Building Code NOA-No. 16.0617.03 Expiration Date 01,10412023 By Miami=DV1117product Control A. w d .70592 4 iL npc .q S riTEOF drawing no. 12 TYPICAL EDGE DIST. SEE ELE € FOR SP, WEEP HOLES � 9 3/15" X 1-112,' i° FROM ENDS EDGE G€; FOR SPACINGs TYPICAL ANCHORS SEE ELEVS. FOR SPACING PRODUCT REVISED as compiying with the Florida Building Code NOA-No. 16-0617.03 Expiration Date 01/04/2023 By Mia rD roduct Control !V) w rn € r` Z Q 2 N oo o 0 ®wN • 39 in 00 ® 4.n, (n i Q w-0u".� du •A t o 0¢ •••• lD 0 Q' M O O ui G 4 C? � 2 7E X a o J LLJ t� z M p z J to I�ZL` oLn il w �OLs r, DOOR DETAILS .�116f1t1�.. 0592 41 D O •� m 9 1 N �� U i• S TEO °• . drawing na. ,ern^e.WDI"..,•' 59 W1 /— � ®�,jA 0��` sheet 5 0€ � 2 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S, WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDfNG STRUCTURE. 1 /4' DiA T EKS OR SELF DRILLING SCSEWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1 /8" THK. MIN. (6063- T 5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WF4 ALUMINUM TO BE PLATED OR PAINTED) INTO CET �1i3ASO�RY 2 I2" ill1<i INTO WOOD 5 CCRCI t31i1= • M m INTO �IETAI�� STFZC�7lJ�E vj4�,+IIN WOma OD T HB4b �}' JAIvS S� = 0. CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. C--90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. '40Y wuuu eucK OR WCOD STRUCTURE METAL "� ---- ==---- -= —� SEE NOTE SHEET 1 I r EDG>D. EDGE DIST !ySTRUCTUR£ I ! MIAMI-DADS IGCUNTY APPROVED � I i' CLIPPED MULLION f jt— I j SEE SEPARATE NOA i I (L--_-- — — _--- _J L t.,.t I W X U X U I X U li, fn Faf iru- u�--t � W [TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCH�• • • SEE ELEVS. SEE ELEVS. SEE ELEVS. • • FOR SPACING FOR SPACING FOR SPACING. • • • • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0617.03 Expiration Date 01 /04/2023 By i- Miami- a roduct Control DOOR DETAILS %Jl lllji CA 92 OFF drawing no. s aL � �`W 17 — 59 �'!�i'!lltttt� sheet fi of 12 M • TYPICAL AN( SEE FOR SF I STRU( TYPICAL AA SEI FOR S n�, 1 /4" MAX. PRODUCT REVISED as complying with the Florida Building Code NOA-No- 16-0617.03 Expiration Date 01 /04/2023 By .� Miamibatroduct Control I 1/4" MAX. a�i SHIM r (Z 2BY WOOD a 0 OR led WOOD STIR TURE W EE NOTE HEET 1 • o • • •••• r 4J N•• • •� O F- • • re• .... 4 m . so i so- L' Le a,: r� <W L ,UJ • 11 �m S • TYPICAL ANCHoI�s • SEE ELEV, • J FOR SPACING w•�7 % i -. 00 tn ro tz � O O t � o c� Z O J W tY Z ��dN v, c ZJ`M° J E I N O fiWU 1./DLJV DETAILS Ai.US •0 a t, 4`\ . • • Lit • ."'Y!% //// ��'.•• ,GAP!` ' �® /Jr I� i r i u I ��'`� � .• .. ♦' 70 'J2 p a a N s ` O M ~ LkT •�9� OF drawing no, ....... . .� W17-59] 12 IL EDGE DIST. ° 0 f Q 0 L� Ld a z 0 W a J{ L QLU TYPICAL ANCHORS SEE ELEVS. FOR SPACING j H 1fl II I, 1 I � III I II � L' Ld 11 �i �I zl 5 j ~ ~7 J � O` E4 yr 0 ,, I M2 } < I - ------------iii7:9(F: ;•isii-r:.:.i;;ii:(i•?i:?s)i::':it:^7:. WEEP HOLES 3/16" X 1-1/2" v v. E19 M2 1" FROM ENDS EDGE DIST. TYPICAL ANCHORS SEE ELEVS. FOR SPACING 4. •9 .v' EDGE D(ST. LLu PRODUCT REVISED as complying with the Florida Building Code E3 = NoZZ 16-0617.03 s� Expiration Date 01/04/2023 By D... b Miamia roduct Control M25 TYPICAL ANCHORS ; SEE ELEVS. FOR SPACING SIDELFFE =DETAAILS a l' t 0392 m o 4 i�� 4 d Ia i•O OF =q` drawing no. ���Ob�l6a�XX����� sheet 8 of 12 10^ Slits OR TEKS TYPICAL `! F01 By - ip Miami -Da roduct Control SIDELITE DETAILS n' a .1 M :n t �c O A J O� 11 0 Mod" ••a0 0.0 d Le • ae al CYO Masi .ATED) T i OF +�f P, LO Ql o z n 3 w o Lu 0 01 � O t ILLJ Q I w r { g 11 a N a� � O € � Ijj P J 0 �Iu drawing no. W17-59 sheet 9 of 12 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 ES-EL300-001 3 FRAME HEAD/JAMB 6063-T6 E2 ES-EL300-002 1 FRAME SILL (STD.) 6063-T6 - E3 ES-EL300-003 1 FRAME SILL (ADA) 6063-T6 - E4 ES-EL300-OC4 2/ LEAF TOP AND BOTTOM RAIL 6063-T6 - E5 ES-EL300-005 1/ LEAF HI -RISE BOTTOM RAIL 6063-T6 E6 ES-EL300-006 1/ LEAF JAMB STILE 6063-T6 - E9 ES--EL300-009 1 ASTRAGAL STILE (ACTIVE) 6063-T6 - E10 ES-EL300-010 1 ASTRAGAL STILE (INACTIVE) 6063-T6 - E11 ES-EL300-011 1 ADA SILL W'STRIP ADAPTER 6053-T6 - E12 ES-EL300-012 1 FRAME COVER 6063-T5 E13 ES-EL300-013 4/ LEAF GLASS STOP (LAM. GLASS) 6063-T5 - E14 ES-EL300-014 4/ LEAF GLASS STOP (LAM. GLASS) 6063-T5 - E75 ES-EL300-015 4/ LEAF GLASS STOP (INSUL. LAM. GLASS) 6063--T5 E16 ES-EL300--016 AS READ. SNAP IN FILLER 6053-T6 - E17 ES-EL300-017 AS REQD. EXTERIOR TRIM 6063-T6 E18 ES-EL300-018 AS REQD. FRAME COVER 6063-T5 - E19 ES-EL300-019 1 COVER STD. SILL 6063-T6 i - E20 ES-6011 1 COVER ADA SILL 6063-T6 - E21 ACC-PL-020 1 BACK UP PLATE 6063-T6 M 1 ES-5008A AS REQD. I GLAZING GASKET SILICONE DUROMEI-ER 65±5 SHORE A M2 ES-P251-G05A AS REQD. EXTERIOR LEAF GASKET SILICONE DUROMETEP. 70±5 SHORE A M3 ;S-45T--G09 AS REQD- ADA SILL GASKET EPDM 6URGA1ETEa 70±5 SHORE A M4 ES-21-BO4A 2/ LITE SETTING BLOCKS AT 1/4 POINTS 1 SILICONE DUROMETER 80±5 SHORE A M5 W2322ING AS REQD. PILE W'STRIPPING POLYPROPYLENE M6 W23221 NK AS REQD. PILE W'STRIPPING POLYPROPYLENE - M7 W23381 NK AS REQD. PILE W'STRIPPING POLYPROPYLENE - M8 - AS REQD, MULLION REINF. CHANNEL (LENGTH = MULL HT. - 10") A36 STEEL - M12 - 4/ LEAF HINGE ASSEMBLY - HAGER M22 #12-24 X 1/2" - HINGE FASTENERS ST/ST FH SMS M23 #8 X 1/2" - W'STRIP ADAPTER FASTENERS ST/ST I PH SMS f j M24 #10 X 3/4" I FIX. PANEL FASTENERS, AT 6" FROM, ENDS & 12" G.C. 1 ST/ST PH SMS M25 #12 X 1-3/4" - FRAME ASSEMBLY FASTENERS ST/ST PH SMS M26 3/8-16 X 2" - LEAF/PANEL ASSEMBLY FASTENERS I ST/ST HEX CAP FULL THREAD 18-8 M27 - - 3/8" WASHER ST/ST HEX CAP FULL THREAD 18-8 M29 #10 X 1-3/4" AS RFQD. HEAD ASSEMBLY FASTENERS ST/ST PH SMS LOCKS: ACTIVE LEAF: SURFACE MOUNT 3 POINT MORTISE LOCK SYSTEM • • BY ' INTERLOCK USA' KEY OPERATED ON EXTERIOR AND THUMB TURN ON + • • INTERIOR • • • • LEVER TYPE HANDLE AT 43-5/8" FROM BOTTOM ••• ACTIVATES SHOOT BOLTS ENGAGING 3/4" MIN. AT HEAD AND SELL •+•� FASTENED WITH (2) #10 X 3/4" FH SMS INACTIVE LEAF. - SURFACE MOUNT 2 POINT LOCK SYSTEM • BY 'INITERLOCK USA' • •� LEVER TYPE HANDLE AT 43-5/8" FROM BOTTOM �••� I ACTIVATES SHOOT BOLTS ENGAGING 3/4" MIN. AT HEAD AND SILL FASTENED WITH (2) #10 X 3/4" FH SMS HINGES: 4-1/2" LONG FLUSH MOUNT STEEL BUTT HINGES BY `HAGER' FASTENED WITH 12-24 X 1/2" FH MACHINE SCREWS FOUR PER HASP(LEAF). TOP AND BOTTOM HINGES AT 7-7/8" FROM EACH END (1) HINGE REQD. AT MIDSPAN FOR 82" HIGH DOORS WITH STANDARD THRESHOLD ONLY. ALL OTHER DOORS TO HAVE INTERMEDIATE HINGES AT 26-3/5" O.C. MAX. SEALANTS: ALL FRAME AND LEAF JOINTS AND SEAMS SEALED WITH DOW CORNING 791 SILICONE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0617.03 Expiration Date 01/04/2023 By Miami -Da ,-#"roduct Control Q 592 a� JIF e 4) v I m �v M O w O .. o � CU z U J rij C) --j w mi Of z cnc�flN�� z�� LL-o O U w Ln wIL�Jt`y"�i F - ` f I � 0C14 v 0 O M drawing no. W17-59 ii I7I tI(sheet 10 of 1 4.000 � 3.625 .080 .793 r TYP. 1.600 [ nP 1.400 �r,C80 -------� � L RJL�_ J 2.416 TYP. 490 4(7, 62 1 222 3.625 1 I2.065 P. it 4.500 id 1 --Q 2.096 FRAME HEAD/JAMB 1.500 FRAME SILL (STIJ.) d.729� .080 -{ 1,173 TYP, 500 .250 FRAME SILL (ADA) �i 1.226 324 hL h J f �--- 40 1.314 ADA WSTRIP ADAPTER .045 --71 TYP. 1! 1.066 i 1.696 FRAME COVER•, .045 T'P. 1 7, A� II� 1.706 - FRAME COVER 7. 1.750 L 1.118 d �,289 ,Qsa��si�p COVER STD. SILL TOP AND BOTTOM RAIL i 3--RISE BOTTOM RAIL JAMB STILE J.711 V.287 .04Q COVER ADA SILL 2.065 ASTRAGAL STILE (ACTIVE) k -- 3.625 ASTRAGAL STILE (INACTIVE) ?0 I -� .950 11 I I 125 2.225 MULLION REINF. CHAJNNEL r-3.182 �7303 .070 EXTERIOR TRIM 793 .873 062 1.222 E 3131 E14 GLASS STOP (LAM. GLASS) 1.319 I - ! 1.490 .070 ! TYP. 3.182 1.740 (E16 SNAP IN FILLER. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0617.03 Expiration/Date 1/04/2023 By ! / Miami -Da Product Control 1 MS` {J �[e - -_+F231 } I E` Z �n .873 .06� 1.222 � TYP. � I � � • � � � Y • • II. r i O • •• p Wry`• 4 •••• '®a It E15 Uaco• GLASS STOP (INSUL. LAM. GLAW. 0 � m*8 E. • • W V Lt • 0r • • 20 6 0.1 � rl � In L7 �I cc � O o � p o z S Uw u o iw z 0(31 a Z p z it^ R trl � M LLI 1 v7 0 Q J c. J II L ZI M � F o Ct c a .• I � 4 �omIJA o• _ 'Fl i t7 � fU�l V U ;aI OF >��f drawing no. ?YQNfr i 11 \x�\ sheet 11 of i 2 DOOR FRAME BOTTOM..CORNER vv 'TOP✓CORNER DOOR/SIDELITE FRAME BOTTOM CORNER 2 DOOR LEAF CORNER SIDELITE PANEL CORNER PRODUCT REVISED as complying with the Florida Building Code N DA--N o. 16 0617.03 Expiration Date 01 /04/2023 13y Miami -Da Q Product Control /j ACCESS HOLE La I n �z ® M a 4�, o! �oa�o c0 0 L5! �; Y • 1 •i••x •• •�•• ••••• 0 Z, •••i• L-J 0 4 C • • • • • ••••• X (,)g • •• •• LU ••••• W o • z20 c� • • i laf C� � • t- 00 •••• yr v ' � M O � oZ .1 -� w z 4 I�I0 IJJI� p M o0 L4 z M Q _J i M � Uj 1! ' �I L.. IllI a a ai a drawing no. W 1 7759 sheet 19 of 12 t M IAM I-DADE MIAMI—DADE COUNTY, FLORIDA 1 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.yov/economy E.S. Windows, LLC 3550 NW °49' Street Miami, FL 33142 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: Clipped, Extruded Aluminum Tube Mullio .I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance; number and expiration date by the Miami -Dade County Product,Control Section. MISSIVE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, 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 renews NOA No. 18-0205.05 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. NOA No. 19-0405.10 Expiration Date: September 16, 2024 Approval Date: May 30, 2019 �Y Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) C. 00 E. 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0205.05) TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "D-A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. 04-0712.01) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0205.05) 2. Glazing complies with ASTM E1300-09 QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFICATIONS 1. None. E-1 Manuel —rezj P.E. Product Contro(Exafiiiner NOA No. t - 405.10 Expiration Date: September 16, 2024 Approval Date: May 30, 2019 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated January 12, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0205.05) 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all issued by Fenestration Testing Laboratory, Inc. and all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 14-0731.06, issued to ES Windows, LLC for their Extruded Aluminum Tube Mullion — L.M.I., approved on 09/16/14 and expiring on 09/16/19. Al /It) �Q;) Manuel Per z P.E. Product Control finer NOA No. 19-0405.10 Expiration Date: September 16, 2024 Approval Date: May 30, 2019 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None G. OTHERS 1. Notice of Acceptance No. 18-0205.05, issued to ES Windows, LLC for their Clipped, Extruded Aluminum Tube Mullion -L.M.I., approved on 03/08/18 and expiring on 09/16/19. Manuel P e P.E. Product Control (Exagiiner NOA No. 1 - 405.10 Expiration Date: September 16, 2024 Approval Date: May 30, 2019 E-3 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 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE. ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI—DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 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. 3I4Z41 4.000 L 5.000 L 6.000 L2.000 I [-I;- - I hj II III - I �r TUBULAR SHAPES ALLOY = 6063—T6 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING TYPICAL GLAZING PRODUCT • • J42 24- PRODUCT REVISED as cmMOYing with the Florida Building Code Acc4,tanm 14a 1 -07�5 D5 E ireti Hate iq By rr�ami adc Produce 1.000 4.000 • • • •4 • • S E OF 0, i� E 10NAL 1111111 RIDP.•' 0% Z C�40 Z L N r W Qa `�In oo�o :2 j N f •V N • �M d • 'o¢ 0It Z • jab R Z U) • • too • �:Zt7Q w Q•wtoF'j- I. • •••ui I z O _J o J X J W .J L J m � ~ N H U) .4 to 2 0�� p r� 00 Z Z�i_j 2 3 z LL_ o Q (nQ J LW Lc) O ON N N U m 0 0 0 wa w w w EL 0a a m > pj m N v m O N O n N 0 0 0 r _ 00 drawing no. M04-04 sheet 1 of 4. Ix = 2.037 IN\4 Sx = 1.018 IN\3 1 X 4 STD. MULLION 6063-T6 125 25 0 -� 1.000 323 125 4.000 Ix = 1.466 IN\4 Sx = .977 IN\3 1 X 3 CUSTOM MULLION 6063-T6 2.000 -1. 125 3.000 .125 Ix = 1.467 IN\4 Sx = .978 IN\3 2 X 3 STD. MULLION 6063-T6 .323 125 Ix = 2.975 IN\4 Sx = 1.487 IN\3 1 X 4 CUSTOM MULLION 6063-T6 2.000 Ix = 5.204 IN\4 -[•125 Sx = 2.082 IN\3 2 X 5 STD. MULLION 6063-T6 5.000 F 2.000-7 Ix = 2.976 IN\4 Sx = 1.488 IN\3 2 X 4 STD. MULLION 6063-T6 125 2.000 F=- 2.000 Ed 0 Ed = MIN. EDGE DIST. 1 /2" FOR 1 /4" DIA. ANCHORS 5/8° FOR 5/16" DIA. ANCHORS ANGLE CLIP 6063-T5 = MIN. EU6t:,iilS1.' " FOR 1/4" DiA ANCHORS " FOR 5/16 Dik ANCHORS ON CLIP 125 6. Ix = 8.276 IN\4 Sx = 2.758 IN\3 2 X 6 STD. MULLION 2.750 i 6063-T6 .125 25 6.1 Ix = 15.203 IN\4 Sx = 5,068 IN\3 2 X 6 HEAVY MULLION 6063-T6 4.500 NOTCH OPTIONAL TYP Ed• 6 Ed = MIN. EDGE DIST. 1/2" FOR 1/4" DIA. ANCHORS 5/8" FOR 5/16' DIA. ANCHORS MULLION CLIP 6063-T6 r ^ItOWCT RF%'ISM as complying wtth the Florida = Building Code AcoepO rb Ex tt Date BY UV) LU 250 0 0 i Z m OZ �� o N Q 2 . N IL 4 :2�oo�,o C j CL N • O•F�yM• La • • It M a •� 5000 ' tY. x Z O•N • •• 4LIk•W W co Z02 •cm •• cW M W Q ..i • S . I (n ro Z O J o J X Lil J W M 0_ Lo O - :D p M 0:) Z Z�� `O :2 z '1 � vi o J O wj LJ :2 r Ed. N o •- N ooso 11 IBIB/// EN N 4 7 92 O 0 U L L r 1 - U TE of �g�� drawing no. ®�°°�•'��®�� M04-04 B �AL sheet 2 of 9 DESIGN ;LOAD CAPACITY - PSF,,(TUBE MULLT0,N9yll., WINDOW DIMS. 1X3 STD. 1 X4 STD. i X 3 CUSTOM 1 X 4 CUSTOM 2 X 5 STD, 2 X 6 STD. 2 X 6 HEAVY 2 X 3 STD. 2 X 4 STD. WIDTH (W) MULL SPAN 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 38-3/8" 1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1 150.0 150.0 1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 140.6 150.0 150.0 150.0 150.0 150.0 150.0 124.9 150.0 150.0 150.0 150.0 150.0 150.0 112.5 150.0 1 150.0 150.0 150.0 150.0 150.0 102.2 150.0 150.0 150.0 150.0 150.0 150.0 93.7 149.3 142.0 150.0 150.0 150.0 150.0 19-1 /8', 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 50-5/8" 1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.9 150.0 150.0 150.0 150.0 150.0 150.0 127.1 150.0 150.0 150.0 150.0 150.0 150.0 103.0 150.0 150.0 150.0 150.0 150.0 150.0 90.8 144.4 137.1 150.0 150.0 150.0 150.0 79.4 126.4 119.9 150.0 150.0 150.0 150.0 70.6 112.3 106.6 150.0 150.0 150.0 150.0 63.5 101.1 95.9 144.4 150.0 150.0 150.0 57.8 91.9 87.2 131.3 150.0 150.0 150.0 53.0 84.2 80.0 120.4 150.0 150.0 150.0 19-1/8" 26-1/2" 30" 42"' 48" 54" 66" 72" 58" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 108.6 150.0 150.0 150.0 150.0 150.0 150.0 95.9 150.0 144.6 150.0 150.0 150.0 150.0 77.8 ' : 123.6 117.2 150.0 150.0 150.0 150.0 68.5 108.9 103.3 150.0 150.0 150.0 150.0 60.0 95.3 90.4 135.9 150.0 150.0 150.0 53.3 84.7 80.3 120.8 150.0 150.0 150.0 48.01 ; 76.2 72.3 108.7 150.0 150.0 150.0 43.6 69.3 65.7 98.9 150.0 150.0 150.0 40.0 63.5 60.2 90.6 137.8 150.0 150.0 19-1/8" 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 63" 123.3 150.0 150.0 150.0 150.0 150.0 150.0 89.0 145.3 137.3 150.0 150.0 150.0 150.0 78.6 128.4 121.3 150.0 150.0 150.0 150.0 63.7 104.1 98.3 148.3 150.0 150.0 150.0 56.1 91.7 86.6 130.7 150.0 150.0 150.0 49.1 80.2 75.8 114.3 150.0 150.0 1 150.0 43.7 71.3 67.4 101.6 150.0 150.0 150.0 39.3 64.2 1 60.6 91.5 139.7 150.0 150.0 35.7 58.4 55.1 83.1 127.0 150.0 150.0 32.7 53.5 1 50.5 76.2 1 116.4 150.0 150.0 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 5 STD. 2 X 6 STD. 2 X 6 HEAVY 2 X 3 STD. 2 X 4 STD. WIDTH (W) MULL SPAN 19-1 /8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 74-1/4" 1 75.3 143.0 116.2 150.0 150.0 150.0 150.0 54.3 103.2 83.9 146.6 150.0 150.0 150.0 48.0 91.1 74.1 1 129.5 150.0 150.0 150.0 38.9 73.9 60.1 105.0 150.0 150.0 150.0 34.3 65.1 52.9 92.5 142.5 150.0 150.0 30.0 57.0 46.3 81.0 124.7 150.0 150.0 26.7 50.6 41.2 72.0 110.8 146.2 150.0 24.0 45.6 37.0 64.8 99.7 131.6 150.0 21.8 41.4 33.7 58.9 90.7 119.6 150.0 20.0 38.0 30.9 54.0 1 83.1 109.7 150.0 19-1/8" 26-1/2- 30" 37" 42" 48" 54" 60" 66" 72" 84" 52.0 110.4 80.3 150.0 150.0 150.0 150.0 37.5 79.7 57.9 113.0 150.0 150.0 150.0 33.2 70.4 51.2 99.8 150.0 150.0 150.0 26.9 57.1 41.5 81.0 125.6 150.0 150.0 23.7 50.3 36.5 71.3 110.6 145.9 150.0 20.7 44.0 32.0 62.4 96.8 127.6 150.0 - 39.1 28.4 55.5 86.0 113.5 150.0 - 35.2 25.6 49.9 77.4 102.1 150.0 - 32.0 23.3 45.4 70.4 92.8 150.0 - 29.3 21.3 41.6 64.5 85.1 150.0 19-1 /8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 96" 34.8 74.7 53.8 109.1 150.0 150.0 150.0 25.1 1 53.9 38.8 78.7 133.2 1 150.0 150.0 22.2 47.6 34.3 69.6 117.7 1 150.0 150.0 - 38.6 27.8 56.4 95.4 125.8 150.0 - 34.0 1 24.5 49.7 84.1 110.8 150.0 - 29.8 21.4 43.5 73.5 97.0 150.0 - 26.5 - 38.6 65.4 86.2 150.0 - 23.8 - 34.8 58.8 77.6 142.0 - 21.6 - 31.6 53.5 70.5 129.0 - - - 29.0 49.0 64.6 118.3 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 108" - 52.5 37.8 76.6 134.0 150.0 150.0 - 37.9 27.3 55.3 96.7 137.7 150.0 - 33.4 24.1 48.9 85.5 121.7 150.0 - 27.1 - 39.6 69.3 98.7 150.0 - 23.9 - 1 34.9 61.0 j 86.9 150.0 - 20.9 - 30.5 53.4 76.0 139.1 - - - 27.1 47.5 67.6 123.7 - - - 24.4 42.7 60.8 111.3 - - - 22.2 38.8 55.3 101.2 - - - 20.4 35.6 50.7 92.7 ALL LOADS ARE EXT.(+)/INT.(-) NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE `D' AND 'E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE `A', 'B', 'C', 'F' AND `G' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 5 STD. 2 X 6 STD. 2 X 6 HEAVY 2 X 3 STD. 2 X 4 STD. WIDTH (W) MULL SPAN 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 120" - 38.2 27.5 55.9 97.7 150.0 150.0 - 27.6 - 40.3 70.5 110.8 150.0 - 24.4 - 35.6 1 62.3 97.9 150.0 - - - 28.9 50.5 79.3 145.1 - - - 25.4 44.5 69.9 127.8 - - - 22.3 38.9 61.2 111.9 - - - - 34.6 54.4 99.4 - - - - 31.1 48.9 89.5 - - - - 28.3 44.5 81.4 - - - - 26.0 40.8 74.6 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 132" - 28.7 20.7 42.0 73.4 116.8 150.0 - 20.7 - 30.3 53.0 84.3 150.0 - - - 26.8 46.8 74.4 136.7 - - - 21.7 37.9 60.3 110.9 - - - - 33.4 53.2 97.7 • - - - - 29.3 45.5 85.5 - - - - 26.0 41.4 76.0 - - - - 23.4 37.2 68.4 - - - - 21.3 33.8 62.1 - - - - - 31.0 57.0 19-1/8" 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 1 144" - - - 32.3 56.5 89.9 150.0 - - - 23.3 40.8 64.9 119.2 - - - 20.6 36.0 57.3 105.3 - - - - 29.2 46.5 85.4 - - - - 25.7 41.0 1 75.2 - - - - 22.5 35.8 1 65.8 - - - - 20.0 31.9 58.5 - - - - - 28.7 52.7 - - - - - 26.1 47.9 - - - - - 23.9 43.9 524 MULLION PRODUCT � ��:.II ;i GLAZING PR DU T III GLAZING PRODUCT W1 + W2 WIDTH (W) = RODUC?rcEVISFI3 2 s ce iplying with the Florid"a', Building Code ( p 61�L: o� Acceptance No CJ' J �p Expiration Dste By M.ianri sde Product C N 3 MULLION SPAN _ Eras' .®'. 70 92 ' 0 x� %®' T FEOFNAL ID ,���►►►►1111t�� �v LJ w 0 I 0 Z ti 0 Z M zo t- 2Cq . CD rq N D 0 0 :2p j N (L W W i 0 •F p • > rq • PO (L a o�io� • • It Z O•N • w�LLO .. 902*� •• .'0 co Q w0)ir • • ••sq • L,) I 0 CC) Z O 2 J 0 J � � v � J w W J w m H <nC/)� to 2 0 Z Z�� tO zLL- o Q V) L Q w Wro� (sheet 3 of 9 J 4ifESTGN LOAT?; CAPACITi? , PSF WINDOW DIMS.FtS 2I'PE WIDTH (W) MULL SPAN A B G` D E F G WIDTH (W) MULL SPAN 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 38-3/8" 1 150.0 150.0 150.0 150.0 150.0 117.7 150.0 19-1 /8" 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 74-1/4" 143.9 150.0 150.0 150.0 150.0 85.0 150.0 127.1 150.0 150.0 150.0 150.0 75.0 150.0 103.0 150.0 140.8 150.0 150.0 60.9 121.7 90.8 150.0 124.0 150.0 150.0 53.6 107.2 79.4 150.0 108.5 150.0 150.0 46.9 93.8 70.6 141.2 96.5 150.0 150.0 41.7 83.4 63.5 127.1 86.8 150.0 150.0 37.5 75.0 57.8 115.5 78.9 150.0 150.0 34.1 68.2 53.0 1 105.9 72.3 144.7 150.0 31.3 62.5 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 50-5/8" 150.0 150.0 150.0 150.0 150.0 89.2 150.0 19-1/8" 26-1/2" 30" 37" 42" 48' 54" 60" 66" 72" 84" 109.1 150.0 149.0 150.0 150.0 64.4 128.8 96.3 150.0 131.6 150.0 150.0 56.9 113.8 78.1 150.0 106.7 150.0 150.0 46.1 92.3 68.8 137.6 94.0 150.0 150.0 40.6 81.3 60.2 120.4 82.3 150.0 1 150.0 35.6 71.1 53.5 107.0 73.1 146.2 150.0 31.6 63.2 48.2 96.3 65.8 131.6 150.0 28.4 56.9 43.8 87.6 59.8 119.6 139.3 25.9 51.7 40.1 80.3 54.8 109.7 127.7 23.7 47.4 19-1/8" 26-1/2" 30" 37" 412 46" 54" 60 66" 72" . y g8 q;' 131.9 150.0 150.0 150.0 150.0 77.9 150.0 19-1/8•' 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 96" 95.2 150.0 130.0 150.0 150.0 56.2 112.4 84.1 150.0 114.9 150.0 150.0 49.7 99.3 68.2 136.4 93.1 $5 ; 150.0 150.0 40.3 80.5 60.1 120.1 82.0 150.0 150.0 35.5 70,9 52.6 105.1 71.8 143.6 150.0 31.0 62.1 46.7 93.4 63.8 127.6 148.6 27.6 55.2 42.0 84.1 57.4 =' 114.9 133.7 24.8 49.7 38.2 76.4 52.2 104.4 1 121.6 22.6 45.1 35.0 70.1 47.9 95.7 111.4 20.7 41.4 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 1 63" 121.4 150.0 150.0 150.0 150.0 71.7 143.4 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 108" 87.6 150.0 119.7 150.0 150.0 51.8 103.5 77.4 150.0 105.8 150.0 150.0 45.7 91.4 62.8 125.5 85.7 150.0 150.0 37.1 74.1 55.3 110.6 75.5 150.0 150.0 32.7 65.3 48.4 96.8 66.1 132.2 150.0 28.6 57.1 43.0 86.0 58.8 117.5 136.8 25.4 50.8 38.7 77.4 52.9 105.8 123.1 22.9 45.7 35.2 70.4 48.1 96.1 111.9 20.8 41.6 32.3 64.5 1 44.1 88.1 1 102.6 - 1 38.1 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 TYPE `D' AND 'E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE `A', 'B', 'C', 'F' AND `G' APPLICABLE TO ALL TUBE MULLIONS. DESIGN LOAD CAPACITY - PSF ANCHORS TYPE A B C D E F G 103.0 150.0 140.8 150.0 150.0 60.8 121.7 74.4 148.7 101.6 150.0 150.0 43.9 87.8 65.7 131.4 89.7 150.0 150.0 38.8 77.6 53.3 106.5 72.8 145.5 150.0 31.4 62.9 46.9 93.8 64.1 128.2 149.2 27.7 55.4 41.1 82.1 56.1 112.2 130.6 24.2 48.5 36.5 73.0 49.8 99.7 116.1 21.5 43.1 32.8 65.7 44.9 89.7 104.5 - 38.8 29.9 59.7 40.8 81.6 95.0 - 35.3 27.4 54.7 37.4 74.8 87.1 = 32.3 91.1 150.0 124.4 150.0 150.0 53.8 107.6 65.7 131.5 89.8 150.0 150.0 38.8 77.6 58.1 116A 79.3 150.0 150.0 34.3 68.6 47.1 94.1 64.3 128.6 149.7 27.8 55.6 41.5 82.9 56.7 113.3 131.9 24.5 49.0 36.3 72.6 49.6 99.1 1 115.4 21.4 42.9 32.3 64.5 44.1 85.1 102.6 - 38.1 29.0 58.1 39.7 79.3 92.3 - 34.3 26.4 52.8 36.1 72.1 83.9 - 31.2 24.2 48.4 33.0 66.1 77.0 - 28.6 79.7 150.0 108.9 150.0 150.0 47.1 94.1 57.5 115.0 78.6 150.0 150.0 34.0 67.9 50.8 101.6 69.4 138.8 150.0 30.0 60.0 41.2 82.4 56.3 112.5 131.0 24.3 48.6 36.3 72.6 49.6 99.1 115.4 21.4 42.9 31.8 63.5 43.4 86.8 101.0 - 37.5 28.2 56A 38.6 77.1 89.8 - 33.3 25.4 50.8 34.7 69.4 80.8 - 30.0 23.1 462 1 31.5 63.1 73.5 - 27.3 21.2 42.3 28.9 57.8 67.3 - 25.0 70.8 141.7 96.8 150.0 150.0 41.8 83.7 51.1 102.2 69.8 139.7 150.0 30.2 60.4 45.2 90.3 61.7 123.4 143.6 26.7 53.3 36.6 73.2 50.0 100.0 116.5 21.6 43.2 32.3 64.5 44.1 88.1 102.6 - 38.1 28.2 56.4 38.6 77.1 89.8 - 33.3 25.1 50.2 34.3 68.5 79.8 - 29.6 22.6 45.2 30.8 61.7 71.8 - 26.7 20.5 41.1 28.0 56.1 65.3 - 24.2 - 37.6 25.7 51.4 59.9 - 22.2 dA , ACH NORS i,v I DESIGN LOAD CAPACITY - PSF ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E F G 19-1/8" 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 120" 63.7 127.5 87.1 150.0 150.0 37.6 75.3 46.0 92.0 62.9 125.7 146.4 27.2 54.3 40.6 81.3 55.5 111.0 129.3 24.0 48.0 33.0 65.9 45.0 90.0 104.8 - 38.9 29.0 58.1 39.7 79.3 92.3 - 34.3 25.4 50.8 34.7 69.4 80.8 - 30.0 22.6 45.2 30.8 61.7 71.8 - 26.7 20.3 40.6 27.8 55.5 64.6 - 24.0 - 36.9 25.2 50.5 58.8 - 21.8 - 33.9 23.1 46.3 53.9 - 20.0 19-1/8" 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 132" 58.0 115.9 79.2 150.0 150.0 34.2 68.4 41.8 83.7 57.1 114.3 133.0 24.7 49.4 36.9 73.9 50.5 100.9 117.5 21.8 43.6 30.0 59.9 40.9 81.8 95.3 - 35.4 •' 26.4 52.8 36.1 72.1 83.9 - 31.2 23.1 46.2 31.5 63.1 73.5 - 27.3 • 20.5 41.1 28.0 56.1 65.3 - 24.2 - 36.9 25.2 50.5 58.8 - 21.8 - 33.6 22.9 45.9 53.4 - - - 30.8 21.0 42.1 49.0 - - 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 144" 53.1 106.2 72.6 145.2 150.0 31A 62.7 38.3 76.7 52.4 104.8 122.0 22.6 45.3 33.9 67.7 46.3 92.5 107.7 20.0 40.0 27.5 54.9 37.5 75.0 87.4 - 32.4 24.2 48.4 33.0 66.1 77.0 - 28.6 - 42.3 2B.9 57.8 67.3 - 25.0 - 37.6 25.7 51.4 59.9 - 22.2 - 33.9 23.1 46.3 53.9 - 20.0 - 30.8 21.0 42.1 49.0 - - - 28.2 - 38.6 44.9 - - ANCHOR TYPES A, B, C, D, E, AT HEAD/SILL/JAMBS RNCHOR JAM85 VER71CAt MS#1i0N Mll §� GtAZthtG GLtNG PROD IfCT PE,OpUGT W2..'4 HORIZONTAL MULLION ARCHES TO BE INSCRIBED 7INSIDE RECTANGULAR SHAPE GLAZING PRODUCT �� 3 \ ANCHOR "DETAIL #1 -,. GLAZING GLAZING PRODUCT PRODUCT ANCHOR TYPES A, 8, C, D, E, AT HEAD/SILL/JAMBS MULLION SPAN WIDTH (W) = W1 + W2 2 PRODUCT REVISED _ as CEfntptyirtg wtith the Florida Building Code 1$�fl20,5.05 0 A'� ; Expiration.Date af� Mist . Dydl Product of ��' •�1� NSF: �® 5� OF"Al S c 4�1 4nFM IA t 0 ,,� z ZC� M t, 0 Z M QUj Zto oz " pp`p ILL! N (L •V•W c'I • • S>_m .. • G �o .aoQ • Hq )� m z cli • •• Zyuoo Sloe _02 S� 00 tD Q • I w •Qew Doi %e • (sheet 4 of 9 ) 1� Fri_ 1/4" DIA ULTRACONS 2 PER CLIP (1 ON EACH WING) 3 MIN. •TMd 1 1/4" DIA. ULTRACONS 1 PER ANGLE � X \ Q II II � � 11 II j1 II I� �I j LJ j FLOATING CLIP 1 BY I SNUG FIT INSIDE MULL I I I I IOOD BUCK II II I I I I 11 #14 SMSu u 1-3/4" O.C. MIN.) I I I I 2 PER ANGLE I I 1/4" DIA. ULTRACONS PA 2 PER CLIP (1 ON EACH WING) 1/4- DIA. ULTRACONS 1 PER ANGLE `• , \ X II II � � II II II II \EBY II II FLOATING CLIP LJI )OD i i SNUG FIT INSIDE MULL WOOD TRUCTURE I #14 SMS I 1-3/4" O.C. MIN. I I 2 PER ANGLE ANCHOR LOCATION ANCHORS TYPE 'A' A 2X2X1/8" ALUM ANGLE 2 X 2 X 1/8" ALUM ANGLE cV PA 1/4- DIA. ULTRACONS 2 1/4" MIN. 4 PER CUP (2 ON EACH WING) s U3 4. Ld Ld 1/4" DIA. ULTRACONS 2 PER ANGLE I Z m r OF- z a. z N O 2 N ° Q a \ < II II M II II II II j LJ j FLOATING CLIP I I I I 1 SNUG FIT INSIDE MULL I I I I 'OOD BUCK II II 11 11 l #14 SMS U U I I 1-3/4" O.C. MIN. 1 I I I 2 PER ANGLE 1/4" DIA. ULTRACONS fri 1" MIN. 4 PER CUP (2 ON EACH WING) 1/4" DIA. ULTRACONS 2 PER ANGLE II II � � II II II II I L J j FLOATING CUP I I I I 2 I r— I SNUG FIT INSIDE MULL VOOD BUCK J j I I jl II #14 SMS U u I I 1-3/4" O.C. MIN. I I 1 I 2 PER ANGLE I I ANCHORS TYPE 'B' E e Z2 Sy WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. CONCRETE = f'c = 3000 PSI MIN. PRODUCT RF.VISE0 as complying with the Fk6da Building Code iB^D.� ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. Ac*,, tce No CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Exte G,k WITH ALKAU—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. �Y MiProduct C 1/4" DIA. ULTRACONS BY ' ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1-1/2" CONCRETE 2-1/2" 1-3/4" 1% oo� o OwN O F A•r � m • • • ''—• 2X2x1/8"•p�Q104 M a • • ALUM ANGLE • �•e� i2:W • 44w D LL•� z • •• • � O � •(7 tp i•di W 0�1r • • • • • i) Z I 00 O J J o W W DJ J cc I F— V U) d- to _Z to '° Z LL o 2 X 2 X 1 /8" Q ui LO ALUM ANGLE 111 r F LIroIuIo N \�IIIIIANc IBII/��� ��•• �.� •NS,F • �® �� N ell 0 i OS O M ~ 2 —_ a U S A OF ���� drawing no. sheet 1111111/ 5 of 9 s 1/4" DIA. ULTRACONS 1/4" DIA. ULTRACONS E: 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE Ed. r 3" MIN. ° 3" IN. I fl P, e , iYP. . o •e °�- °,9 ° ' � °D. <� v b � .. I. a c °P. o v � ° . .. v I ° °e ,. I v 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) gg ¢, II P I I j 4 -1 fill li II II 11 II I I 11 � �i# if �_ . I II :II •, jl Ij II II Q 4 I 1 1--if LFLOATINC CLIP I SNUG FF1 INSIDE MULL I I I I I I i` 2 X 2 X 1/8" Q m II II II II I L-J 1 rr 1 II i I y 1 I #14 SM5 I I l ALUM ANGLE iv II q 1 I 11 \ --------- I \ IL------------- 'I I I I 1-3/4" Q.C. MIN, I I I I I f ! I i I 2 PER ANGLE i I I I I i I I I I I I I I I r i I I I I I 19 + N 4 � °. 4. :. .�.:.e '.. °�..`I 4 °• e. a�b �f' MIN. ' 1 Ed' .t..� 1 /4" DIA. ULTRACONS 2 PER ' CLIP (I ON EACH ` WING)' r"ffj r �lr, Lit.. I �I FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 4 PER ANGLE Ed. 1 /4" DIA. ULTRACONS _ 2 PER ANGLE a : , II Ill. II II II II 2X2X 1/8" Li U ALUM ANGLE I I I 1 I I LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'D' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS 9 . .e e (` f y� � � °,..o , �. n� � � � r oar fi �,^� •. � � �� �- � Q q 0 � II II II II ULTRACONS BY ' ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2-1/2" 1-�3/4" r �� Ld w 0 I 0 z Z M 0 N Q� �NJ CwN N Lu Q: A L V :mg h p LL ri Q'O>M O daG'A C go N N 0 t O N • `• LL 0 Lb o • 16iC 0 tq S7 • • •,i•r� 5 W •4.1eCD2 a:, • f0 • ial • do) • • 401 . • Z • O '• • J • c • J W J Lu Of � CO N 0 ,1 Z 2 L �n :D 0 n Q CC W G r \��111EIB1611// N OS92 0 % E OF Olal®P.•°°���� (sheet 6 of 9 • 5/16" DIA. ULTRACONS 5/16" DIA. ULTRACONS 2 PER ANGLE e� a v II II N a II II 2x2X 1/8" II II ALUM ANGLE FLOATING CLIP I I SNUG FIT INSIDE MULL 1 1 #14 SMS I I 4 PER ANGLE I I I I I I I I I I I I LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS 5/16" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 3-1/8^ 1 2" CONCRETE = Vc = 3000 PSI MIN. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACQUER. ;.ti Via: n,01)UCT RF'"SFZ) �s conplyi-g with the Florida ,311ilding.code I$-0205•05�p Accepce 2 b jL>j Ex tration Date 5y ade Product 1 �/iiem ll U� w d 0 I Z °o O Z 0 Q % N J e F 2 a m O p U p OWN xx in O c~iu�iti ci0wT4 p�o-'M o 0ait 0o° 0 -a rrr Q•W w 0 wv1_ o • . A c • •c . •� .Go • M • • Z • 660 • 0• • cfi • �1 • C! J M G • •• w J tJ I m fr- O :D p co Z Z�—i fO �ZLL- o J Oto Ljn:2 W m W t� U U W m m o v n O U = N N F U m W 0 Or U Q Q a o a z z > ill C ® �� F Go m O U Y a w v` c :OF ��� drawing no. M04-04 sheet 7 of 9 • Frl 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) / -N ANCHOR LOCATION 1 /4" DIA. ULTRACONS 1 PER ANGLE I I I I I I I I II II it II j LJ j FLOATING CLIP SNUG FIT INSIDE MULL 1 1 I I II II II II l J #14 SMS U U I I 1-3/4" O.C. MIN. I I 2 PER ANGLE I I ANCHORS TYPE 'F' AT JAMBS ONLY FA 2 X 2 X 1/8- ALUM ANGLE 1 /4" DIA. ULTRACONS 2 1 /4" MIN. 4 PER CLIP (2 ON EACH WING) 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT MASONRY 2-1/2" 1-1/4- MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 1/4" DIA. ULTRACONS 2 PER ANGLE I� �I II II j LJ j FLOATING CUP I I I I SNUG FIT INSIDE MULL I I I I l J #14 SMS U u I I 1-3/4" O.C. MIN. I I i l 2 PER ANGLE ANCHORS TYPE 'G' AT JAMBS ONLY ppo,,3.1C"t REVISED as'*mplying wilb. ti-C F{orida fiuiidiog (.O& l�cc-�'nL>;;sce tvo l >;^Xpis2l>n Date 3 w 0 0 I d Z CO Q N kvM z CO(9 0 IL rj 10 M m0 0 a �" O uyti 2 X 2 X 1 /8" Vp ui ei ALUM ANGLE 0' M o p O .. ,. L & .o Z 'no O •' . •a • a Li J W m � F- Cn V) N d' Lo O - p 000i Z Z3� tO zLL-L 0 02- Q (n�Q J L r� F ^ C r r `�111111BN HA If���, co 0 92 - M O U Y ®' S ATie of �p� drawing no. off►®�,s•�M04-04 NA1ll1\\\\\\ sheet 8 of 9 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS QUANTITY WINDOW DIMS. ANCHORS QUANTITY WINDOW DIMS. ANCHORS QUANTITY WIDTH (W) MULL SPAN 2 3 4 WIDTH (W) MULL SPAN 2 3 4 WIDTH (W) MULL SPAN 2 3 4 19-1 /8" 26-1/2" 30" 37" 42" 48" 54' 60" 66" 72" 38-3/8" 150.0 150.0 150.0 19-1 /8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 84" 150.0 150.0 150.0 19-1 /8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 144" 93.7 140.5 150.0 150.0 150.0 150.0 115.9 150.0 150.0 67.6 101.4 135.2 150.0 150.0 150.0 102.4 150.0 150.0 59.7 89.6 119.5 150.0 150.0 150.0 83.0 124.5 150.0 48.4 72.6 96.9 150.0 150.0 150.0 73.1 109.7 146.3 42.7 64.0 85.3 140.1 150.0 150.0 64.0 96.0 128.0 37.3 56.0 74.7 124.5 150.0 150.0 56.9 85.3 113.8 33.2 49.8 66.4 112.1 150.0 150.0 51.2 76.8 102.4 29.9 44.8 59.7 101.9 150.0 150.0 46.5 69.8 93.1 27.2 40.7 54.3 93.4 140.1 150.0 42.7 64.0 85.3 24.9 37.3 49.8 19-1 /8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 50-5/8" 1 150.0 150.0 150.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 96" 1 140.5 150.0 150.0 TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALU OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY THIS SCR IN DIRECTIf RECTI( 150.0 150.0 150.0 101.4 150.0 150.0 150.0 150.0 150.0 89.6 134.4 150.0 137.8 150.0 150.0 72.6 109.0 145.3 121.4 150.0 150.0 64.0 96.0 128.0 106.2 150.0 150.0 56.0 84.0 112.0 94.4 141.6 150.0 49.8 74.7 99.6 85.0 127.4 150.0 44.8 67.2 89.6 77.2 115.8 150.0 40.7 61.1 81.5 70.8 106.2 141.6 37.3 56.0 1 74.7 19-1 /8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 58" 1 150.0 150.0 150.0 19-1 /8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 108" 124.9 150.0 150.0 150.0 150.0 150.0 90.2 135.2 150.0 148.3 150.0 150.0 79.6 119.5 150.0 120.2 150.0 1 150.0 64.6 96.9 129.2 105.9 150.0 150.0 56.9 85.3 113.8 92.7 139.0 150.0 49.8 74.7 99.6 82.4 123.6 150.0 44.2 66.4 88.5 74.2 111.2 148.3 39.8 59.7 79.6 67.4 101.1 134.8 36.2 54.3 72.4 61.8 92.7 123.6 1 33.2 49.8 66.4 19-1/8" 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" B3" 150.0 150.0 150.0 19-1/8" 26-1 /2" 30" 37" 42" 48" 54" 60" 66" 72" 120" 112.4 150.0 150.0 150.0 150.0 150.0 81.1 121.7 150.0 136.5 150.0 150.0 71.7 107.5 143.4 110.7 150.0 150.0 58.1 87.2 116.2 97.5 146.3 150.0 51.2 76.8 102.4 85.3 128.0 150.0 44.8 67.2 89.6 75.9 113.8 150.0 39.8 59.7 79.6 68.3 102.4 136.5 35.8 53.8 71.7 62.1 93.1 124.1 32.6 48.9 65.2 56.9 85.3 113.8 29.9 44.8 59.7 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 74-1/4" 150.0 150.0 150.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 1 132" 1 102.2 150.0 150.0 131.1 150.0 150.0 1 73.8 110.7 147.5 115.8 150.0 150.0 65.2 97.7 130.3 93.9 140.9 150.0 52.8 79.3 105.7 82.7 124.1 150.0 46.5 69.8 93.1 72.4 108.6 144.8 40.7 61.1 81.5 64.4 96.5 128.7 36.2 54.3 72.4 57.9 86.9 115.8 32.6 48.9 65.2 52.7 79.0 105.3 29.6 44.4 59.2 48.3 72.4 96.5 27.2 40.7 54.3 #14 SMS METAL STRUCTURE 2, 3 OR 4 ANCHORS OR SEE CHART FOR CAPACITY TUBE MULLION ........ ....... #10 FH SMS 2/ SIDE I I 1/8" THICK ALUM CHANNEL I I LENGTH TO FIT SNUG INTO MULLION TUBE MULLION I i I I TION #14 FH SMS METAL STf 1-1/2" O.C. MIN. OR ACCESS HOLE SEE CHART TUBE MUL FOR CAPACITY I ------ ----- ------ ----- I I I _W CAN BE IN EITHER 1 i #10 FH SMS I N q I I 2 PER CLIP yl I 1" O.C. MIN. I I 1 I 1-3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8" FOR (1 BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION #14 SMS/TEKS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING METAL 1 5/8" 1 1/2" METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063-T6 MIN.) r t pranucr RsvlsED 5 Complying with the Florida 4 �a,! 3uild'mg Cade B+�ZiiS.OrJ Acceptance ND �q niraticm Date ���ian,' Dade PFoduct Cofy' y.V 3 N W 0 I v Z o rn �Z ")N O Q�N IL a' 0 C) o OWN IL 1%aH U. O Ciyh v p w'i Q'O>M o 0 a.ag H �0 -aa Fr • M. N G N •• a.W LL u W l co *14 •• • • 00 Z • • � co • O • • J • v ` J n 2 ••ice W J W m ci:: r U1F-N O p 00 Z Z � ._j `O �ZLL- o J ui O --E Ljj ~ (sheet 9 of 9 ) • •