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HomeMy WebLinkAboutNotice of AcceptanceRECEIVED J �O c� REv�EWEp l O PLIAN MIAMI-DARE CODE C fUNTY St. Lucie County Permitting Ld6 TROL SECTION S' . 116�GStreet, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) iami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building E.S. 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 Zone. DESCRIPTION: Series "1100" Aluminum Single Hung Window — S.M.I. APPROVAL DOCUMENT: Drawing No. W05-20, titled "Series-1100 Alum Single Hung Window (S.M.1)", sheets 1 through 6 of 6, dated 04/26/05, with revision I dated 07/23/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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: 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 and renews NOA No. 18-0319.08 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. 20-0730.02 MIAMI•DADE COUNTYM Expiration Date: August 11, 2025 ...0 i it � �� A r O tober 01 2020 T9123120�-+� 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. 09-1008.02) 2. Drawing No. W05-20, titled "Series-1100 Alum Single Hung Window (S.M.I)", sheets 1 through 6 of 6, dated 04/26/05, with revision H dated 03/07/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0319.08) 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F 588-04/ 07 and per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5653, dated 10/24/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 09-1008.02) 2. Test reports on: 1) Small 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 single hung windows, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-05-1945 dated 03/28/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA No. 05-0705.01) 3. 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) Force Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-05-1432 dated 01/28/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under NOA No. 05-0705.01) Manuel Perez, P Product Control ExamiY NOA No. Expiration Date: August 11,M5 Approval Date: October 01, 2020 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), revised on 03/09/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0319.08) 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. 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. 2. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated September 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0319.08) 2. Distributor Agreement between ES Windows-Energia Solar, S.A., Barranquilla, Columbia, S.A. and ES Windows, LLC, Miami, Florida, dated 09/12/13, signed by Ms. Adriana Montoya, Manager and Andres Chamorro, General Manager respectively on behalf of the companies. (Submitted under NOA No. 18-0319.08) G. OTHERS 1. Notice of Acceptance No. 15-0129.07, issued to E.S. Windows, LLC for their Series 1100 Aluminum Single Hung Window - S.M.I., approved on 08/13/15 and expiring on 08/11/20. Manuel Perez, P Product Control Examri NOA No. 20-0 30.0 Expiration Date: August 11, 5 Approval Date: October 01, 2020 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W05-20, titled "Series-1100 Alum Single Hung Window (S.M.I)", sheets 1 through 6 of 6, dated 04/26/05, with revision I dated 07/23/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), revised on 03/09/18 and updated to meet the FBC 7th Edition (2020) requirements, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTm) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 2. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6" Edition (2017), with FBC 7' Edition (2020), and of no financial interest, dated July 24, 2020, issued by Al-Farooq Corporation, signed and sealed by JaW Farooq, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0319.08, issued to E.S. Windows, LLC for their Series "1100" Aluminum Single Hung Window - S.M.I., approved on 05/17/18 and expiring on 08/11/20. J Manuel Perez, P.E. jf Product Control ExaC.30.02 /� NOA No. 20-0Expiration Date: August 11 Approval Date: October 01, 2020 E-3 is ti a n ci co a 30 n o Z_ 3 !E o i n w n o 7 yyI FALSE MUNTINS (SURFACE APPLIED) OPTIONAL SERIES-1100 ALUMINUM _SINGLE HUNG _SIINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH 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 2017/2020 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)' FOR EQUIVALENT LOADS M 'LOAD AND RESISTANCE FACTOR DESIGN (LRFD)' MULTIPLY 'ASD' LOADS BY 1.67 (ASD LOAD X 1.67 = LRFD LOAD). 10 3/8- MAX. C� HEAD/SILL ADDL, ANCHOR AS REOD. II li SEE SHEET 2 II II I FOR CAPACITY 47 1/8" _ ._.. ... I^ D.L. OPG. 49 15/16" VENT WIDTH 53 1/8" WINDOW WIDTH TYPICAL ELEVATION LATCHES AT BOTTOM RAIL: DAYLITE OPENINGS: DLO WIDTH = WINDOW WIDTH - 6.000 DLO HEIGHT = WINDOW HT - 7.625 2 °a n aN n a' =tea rn n o z 3 nw 2 n o � n /row FALSE MUN71N5 it io 00 (SURFACE APPLIED)- OPTIONAL \_SPRING LOADED LATCHES AT 6" FROM EACH END 10 3/8" MAX. II II II II II II I I I I u I. II II I I I II I I I I r I I I I 47 1/8" D.L. OPG. 49 15/16" VENT WIDTH 53 1/8" WINDOW WIDTH TYPICAL ELEVATION N w 0 y 4 O ® n N I N J AODL AEOCNCHOR -ASSEER RSHEET < W Z N a 2 FOR CAPACITY 0 . N 1, O E a X ® LL G O ttggq 0 N N p �w:)LLG IL 2N O sWQ1J�Nj to mW az K �0 U SWEEP LATCHES I -AT 6" FROM EACH END LATCHES AT MTG. RAIL, DAYLITE OPENINGS: DLO WIDTH = WINDOW WIDTH - 6.000 DLO HEIGHT = WINDOW HT - 8.750 2 PRODUCT REVISED as complying with the Florida �e;:• L1CBN3�c' CUJ' rri u ° g Building Code'•. \ S NOA-No. 20-0730.02 - g a Trio. 01223 EV�Pade to_OB/11/2025 = = 3 SrP��T— y 1 ? o THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. MProduc!'Co trol It, gT ,I , . qto I drowing no. MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS SHUTTERS NOT11 REQUIRED FOR IREQDLLATI NNSUP TOIONS ABOVE RAFE. OF GRADE. Sealed:7/24/2OZO /err �a�`,Q� �a°W05-2� i�il fill illt�` sheet 1 of 6 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSP WINDOW DIMS. 2 ANCHORS AT &ITG. RAILS 3 ANCHORS AT MTC. RAILS GLASS TYPE 'A' GLASS TYPE 'D' GLASS TYPE 'A' GLASS TYPE 'D' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8" 26-1/2" 32" 37" 42" 48" 53-1/8" 26" 4 1 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 BO.O 140.0 - - - - 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - -- - - - - - 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - - - - 19-1 /8" 26-1/2" 32" 37" 42" 48" 53-1 /8" 38-3/8" (4) 80.0 120.0 80.0 140.0 - - - - Sao 120.0 80.0 140.0 - - - 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - - - - 80.0 12.0.0 80.0 140.0 - - - - 80.0 120.0 80.0 134.9 - - 80.0 140.0 19-1 /8" 26-1/2" 32" 37" 42" 48" 53-1 /8" 50_5/6^ (6) 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 129.3 - - 80.0 140.0 80.0 1 1 1.0 80.0 111.0 80.0 120.0 80.0 140.0 19-1/8" 26-1/2" 32" 37" 42" 48" 53-1/8" 58" (6) 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - - - --- 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 120.0 - - 80.0 140.0 80.0 102.1 80.0 102.1 80.0 120.0 80.0 140.0 19-1/8" 26-1/2" 32" 37" 42" 48" 53-1/8" fi3^ (6) 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - - - - 80.0 120.0 80.0 140.0 - - - - BO.0 120.0 80.0 140.0 - - - - 80.0 115.5 80.0 115.5 80.0 120.0 80.0 140.0 80.0 97.5 80.0 97.5 80.0 120.0 80.0 140.0 19-1/5" 26-1/2" 32" 37" 42" 48" 53-1/8" 74-1/4" 8 ) 80.0 120.0 80.0 140.0 - - - - 90.0 120.0 80.0 140.0 - - - 80.0 120.0 80.0 140.0 _ - - - - 80.0 120,0 80.0 140.0 - - - 80.0 120.0 80.0 140.0 - -- WSOO 80.0 109.0 80.0 109.0 80.0 120.0140.0 80.0 90.5 80.0 90.5 80.0 117.5135.7 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 EQUAL LITES 5/32" HEAT STREN'D. GLASS 060" or .090" Interlayer Trosifol PVB �By 'kuraroy America, Inc. UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 2 ANCHORS AT MTG. RAILS GLASS TYPE 'A' GLASS TYPE 'B' WIDTI4 HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) 19-1/a" 26-1 /2" 32" 37" 42" 48" 53-1/8'. 50-5/8" (5) 80.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 80.0 T120.0 80.0 140.0 19-1/8" 26-1/2" 32" 37" 42" 48" 53" (6) 80.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 80.0 120.D 80.0 140.0 80.0 120.0 80.0 140.0 19-1/8" 26-1/2" 32" 37" 42" 63" (7) 80.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 80.0 120.D 80.0 140.0 80.0 120.0 80.0 140.0 60.0 120.0 80.0 140.0 19-1/8" 26-1/2" 32" 74-1/4" (7) 80.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 UNEQUAL LITES (ORIEL TYPE) • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ORIEL TYPE WITH LATCHES AT BOTTOM RAIL: FIXED LITE DLO HEIGHT (H1) = H - 7.625 - H2 5/32" HEAT STREN'D. GLASS SILICONEDOWSIL 795 A- of `I 24 WIDER AT 1/4 POINTS ON LITES THAN w w GLASS TYPE 'A' GLAZING OPTIONS ORIEL TYPE WITH LATCHES AT MTG, RAIL: FIXED LITE DLO HEIGHT (H1) = H - 8.750 - H2 HEAT STREN'D. GLASS 035" Interlayer SentryGlas By 'Kuraray America. Inc.' HEAT STREN'D. GLASS SILICONE PRODUCT REVISED DOWSIL 795 as complying with the Florida Building Ode J5/32- A20-0730.02 Expiration Dato-L08/11/2025 BMlara ade Product Co trol `24 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'B' Sealed: 7/24/2020 �4ftu ®to FTC n W OwNRly�2' ? N O OaTI 0ORDo ® o lzi R�1 4� W 7 {L N IL z N J N J 46M212 o � e' o �P: •yoP1aSF••. � n o a No. 8122,L, n' o a drawing no. TYPICAL ANCHORS TYPICAL ANCHORS L M N SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS a o IBY WOOD BUCK SEE ELEV.- Y w SEE NOTE BELOW EDGE EDGE DIST. _ _� FOR SPACING 'C a � DIST. METAL \ � ^ o STRUCTURE MIAMI-DADE COUNTY APPROVED m 0 j S ftSl a ° o A ° / (SEE SPEC BELOW) MULLION &MULLION ANCHORS o ®� H ° CONCRETE ° / SEE SEPARATE NOA EDGE I 0 o p w 2 �- (SEE SPEC BELOW) DIST. y o 2 n a —� moo .� ®DO.�'..M O _sf� � to 0 o cr 10 II Ii TYPICAL ANCHORS - 0 SEE ELEV.- TYPICAL ANCHORS: SEE ELEV. FOR SPACING w FOR SPACING Q w In= o it I! 1 /4" DIA ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) 4' go! o li 4 I� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES _j 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 0 d THRU 1BY BUCKS INTO CONC. OR BLOCKS - m it � 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) it 5A.11 i� it ii it 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) a 0 `- II II II II •.� !III II 11 (e� I i i it DIRECTLY INTO CONC. OR BLOCKS z I I I I (9� , �gB /�;� 1-14" MIN. EMBED INTO CONCRETE HEAD SILL JAMBS 3 jl li )C� / ( / / ) � o _ sn� 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) o s J �� _ #14- SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) -I w� a 1F� 1 (� © � B B INTO METAL STRUCTURES (HEAD/SILL/JAMBS) �'- 0 � � � 0 �-J `l II ii (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS 'y 2 as it I ALT. ALT. r7 i 3 W h it jj ii ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) a O 1 n 0 P, J U h it 4 cc (4 STEEL: 1/B" THK. MIN. (Fy = 36 KSI MIN.) o Z m I C, tl II ,aj,. I iI li tq'-A z K (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 'y Z " W I u 11 O tl li I !I I� I 19� II Ij I I II tl II II I P y I `sI I wI 012 SMS OR SELF DRILLING SCREW(GRADE z ceRS) Lin I U It �, I u u I is ls� I I I � INTO MAM-DADE COUNTY APPROVED MULLIONS rn I $ i I I II sc.1 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS O ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) o 1i II SWEEP LATCES (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) m w o LL OPTIONAL TO SPRING LOADED LATCHES a m a hit �6� TYPICAL EDGE DISTANCE " �C� INTO CONCRETE AND BLOCKS = 2-1/2" MIN. 0. E o o 0)\ It i _ INTO WOOD STRUCTURE = 1" MIN. _ ` ! U INTO METAL STRUCTURE = 3/4" MIN. g o i �21 1 2 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. j I9 9) CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. W1 i 20 WEEPHOLES: .2 o ? O W2. W1 = 1-1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END W2 = 1-5 16" NOTCH AT EACH END PRODUCT REVISED YYYY111111ifizj o -- --29 _ aS complying with the Florida F-11w Building Code `e��;.••• ••., �a� u - — NOA-No. 20-0730.02 eYOENS: �� j N ° o _ — E iration Date: 8H1/2025 0 ° 1BY WOOD BUCK _ No. 0122 •, n SEE NOTE BELOW By: r = o 3 a a > °3 KSI' ° - a ' v` 5 ° 3 KSI ° ,CONCRETE I Miam nde productCa trol- •'^Id. l CONCRETE < a P �-` o '•• B �fpI� drawing no. e TYPICAL ANCHORS — > 0 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT ° -SEE ELEV. BY E.S. WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING �� �$* •''�•• �''• B®�` W05-20 EDGE DIST, FOR SPACING EDGE DIST. Sewed: %�Z4I2O2O fj 1r'y� �� ` -�+ SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. �i�lj®�1�5� sheet 3 of 6 MIAMI-DADE COUNTY APPROVED CLIPPED MULLION SEE SEPARATE NOA (BLDG. OFFICIAL TO VERIFY MULLION END LOAD) _ S.H. WINDOW WIDTH_ r— SEE SHEET 2 1/4" MAX. D) SHIM• _ TYPICAL ANCHORS �15 (9> SEE ELEV. / FOR SPACING METAL STRUCTURE (SEE SPEC SHEET 3)� TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXT. S.H. WINDOW WIDTH SEE SHEET 2 ITEM PART RE@D. DESCRIPTION MATERIALh1ANF./SUPPLIER/RF.?L1RKS I I ES1001 1 IFRAME HEAD 6063-T6 - 2 ES1101 1 FRAME SILL 6063-T6 - 3 ES1003 2 FRAME JAMB 6063-T6 - 4 ES1005 1 FIXED MTG. RAIL (FOR SPRING LATCH) 6063-T6 - 4A ES1051 1 FIXED MTG. RAIL (FOR SWEEP LATCH) 6063-T6 - 5A ES2004 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCHES) 6063-TG - 5AI ES2004A 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCHES) 6063-T6 ALTERNATE TO 5A 5C ES1053 1 HEAVY DUN VENT TOP RAIL (FOR SWEEP LATCHES) 6063-T6 - 5C.1 ES1053A I HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCHES) 6063-TG ALTERNATE TO 5C 6 E51006 1 VENT BOTTOM RAIL 6063-TB - 7 E51007 2 VENT SIDE RAIL 6063-TS - 6 j ES1103 AS REDD. GLAZING BEAD 6063-T6 - 9 ES1009 2/ VENT SPRING LOADED VENT LATCH 6063-T5 AT 12- FROM EACH END 9A -}-- - 2/ VENT SWEEP LATCH 7AMAK AT 12• FROM EACH END 9B M8 X 1" 2/ LATCH LATCH INSTALLATION SCREWS - FH SMS 10 ES1104 AS REOD. GLAZING GASKET NEOPRENE - 11 #B SMS 20/ WOW. FRAME & VENT ASSEMBLY SCREWS - BB X 1" P.H. 12 ES1012 1/ LATCH LATCH SPRING ST. STEEL - 13 - 2/ VENT BLOCK & TACKLE BALANCES - SERIES 120 BY BSI 14 103F 1/ BALANCE BALANCE TOP GUIDE NYLON BY BSI (NOT SHOWN) 15 11OF 1/ BALANCE BALANCE BOTTOM GUIDE NYLON BY BSI 16 135 1/ BALANCE BALANCE TERMINAL CLIP ST. STEEL (NOT SHOWN) 17 121 2 BALANCE TAKE OUT CLIP PLATED STEEL - 18 ES1011 1 2/ VENT ISASH CAM CELCON - 19 W2321ING j AS REOD. VENT & FIXED RAIL W'STRPPING - ULTRAFAB OR EOUN. 20 03COX190 - Q-LON2 21 - i I SCREEN (OPTIONAL) - 5/16" BOX 22 ES1013-1 2 ISASH STOP - - 23 ES1505 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 24 27-372 2/ UTE SETTING BLOCK. 7/16" X 3/16" X 3-1/2" LONG EPOM DUROMETER 75±5 SHORE A 1/4" MAX. SHIMS 1/4" SHIM VENT WIDTH TYPICAL ANCHORS MAX. - - --- - - --- SEE ELEV I FOR SPACING TYPICAL ANCHORS 2BY WOOD BUCK vof FOR SPACING SEE ELEV. OOOD STRUCT E f ( E NOTE S EET 2) `ram N - 3 1 1 /4' _-- =- _---- 10 CONCRETE o OR w MASONRY EXTERIOR 1BY WOOD BUCKS (SEE NOTE SHEET 3) ° o, _ ___ , _,L. OPG, WINDOW WIDTH i�9 PRODUCT REVISED as complying with the Florida �� ��° •••• ..'� ,rig Building Code �\ NOA-No. 20-0730.02 0 Ex iration Oate 8/11/2025 No. 012p, 0. 9 IZZ Miam4ade ProducrCo trol �'� • .ate " yy •, 6 T - ��` drawing no. Sealed: 7/24/2020 ,�'" '� D'•• t���� ` W05-20 o r' �� frrr®` sheet 4 of 6 TYPICAL ANCHORS SEE ELEVS. FOR SPACING EDF,E DI' A � ALT. O ALT. KSI'v •v��_ e t > CONCRETE D ° v � 0 TYPICAL ANCHORS EDGE DIST. _I SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE EDGE DIST. (SEE SPEC SHEET 3) y /'` MULLION & MULLION ANCHORS SEE SEPARATE NOA (SEE SPEC SHEET 3) EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING O MAX. ALT. AS _V:� 23 1/4� ry 4, CONQ3ETE OR MASONRY TYPICAL ANCHORS SEE ELEV. FOR SPACING EXT. PRODUCT REVISED as complying with the Florida Bullding Code NOA-No. 20.0730.02 _ No. 81223,_ Explratlon Dates B/1� O Mlam Dade Produet'Co trol ��•'•, --� drawing no. '� ` ° '�`��� ^ W05-20 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Sealed: 7/24/2020 '�,�B�Ae�s\,`fy //I)IIIIItT\\ sheet 5 of g f--2.330� .9I69 062--q 4_. .750 a .. .719 .813 - I --- P .062- 1.250 .992-y 4 ^- 2.113 1.675 .992 �-I - 062 2.181 1.250 �4 SEALANTS; W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WW i j m Z 0 h N N 3 -__..._ - _-.�V. .... 2.392.'__..-. 1-_.._._ I -_V.___._.. I[I V__..__�. 1 r ._ 9 _.....__ I � O N ." m _ U 0. fwV ,t 0 FRAME HEAD MEETING OO FOR -1.212 - RAIL SPRING LATCH -1.212- MEETING RAIL 4q FOR SWEEP LATCH m h2.186-- - i .813 - .930 .33 i .242 .062 1.400 --1.630-- .930 I 4 1.250 ,147 - 1.630 - 1.130- i 1.250 .080 -153� I GO: m 8 ®aao� 0 m N p n �w�4�0 f27� J Ll - US1LJ 2.063 y ---- .062 JUL- 2.063 .062 II --1.562L-- 3 FRAME JAMB H.D. VENT TOP RAIL 5A FOR SPRING LATCH H.D. VENT TOP RAIL 50 FOR SWEEP LATCH o Rr n 2.457-- 0 -- 1.630 .062 - 1.250 .147 _ , 1 .075 2.063 I r•--1.630-- ! .080 _JI7Ld� 1.250 _'LIIIII �53 .075 2.063 .062 i 3.127 i /� /•� l � / �� A z J � I- J W w O O -t n m Z3- m 1.335 062 I_�,1I{ o I �ZG-n �- �-i - I F- i I / w N (n , W M W I� .562F•�62 IF-- .874 L .868 .868"NS� O �•�-1.679- II• 2.331 TOP CAJ H OR VSPRTNG RAIL LAT H 5C. HDDR SWEEP LATTOP CH IL y� .8613 H•-.949 / +�r O FRAME SILL _ .813 _ .715 0��owu u1✓ - a� - MI 122jj- 2.188 .857 .062 930 c: �a_- 1.230 1 1.250 .489 .062 •1113 ! 11 I c w ^ - _ - L 1J49 _078 � 1.434 -•-I FRAME CORNERS DETAIL 11 h o o �. 7so 9 VENT LATCH O 6 VENT BOTTOM RAIL 7 VENT SIDE RAIL / ```7111111i1r�7j, PRODUCT REVISED � P3,..G.... •• ascomp with the FloridaBuilding NOA'No.code 20-0730.02 ��•••VLCENS,E'.� Ex Iration Date: a/17/2025 No. 0122 �=- w r o o 6 o ,�• t,�-2.19Dt _.500 .393 .803 .045 By: O drawing no. W05-20 L-2.268---- .837 &gip° Miam pads Product'Co trol /�•'. S . 7•�-`� ��°� L... °'®�� '�,�i�`���o Sealed: 7/24/2020 � . 23 FLUSH FRAME ADAPTER O GLAZING BEAD A* L VENT CORNER DETAIL 7f711111I111T�` sheet 6 of g