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HomeMy WebLinkAboutNOA # 20-0730.02File Copy MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOUAEVIE Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION ®,p� Q 5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) CAL � 2L1A Mamidade.gov/building E.S. Windows, LLC 3550 NW 49' Street ST. LU IE COUNTY 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.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., 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 COUNTY Expiration Date: August 11, 2025 Approval Date: October 01, 2020 T9/23/20 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.E. Product Control Exa n NOA No. 20-0 30.0 Expiration Date: August 11, 5 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 61h 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 0l/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.E. Product Control Exa 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 611 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 61h Edition (2017), with FBC 7th Edition (2020), and of no financial interest, dated July 24, 2020, issued by Al-Farooq Corporation, signed and sealed by Jalal 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. Manuel Perez, P.E. Product Control Exa NOA No. 20-0 30.0 Expiration Date: August 11, 5 Approval Date: October 01, 2020 E-3 6" MAX, 10 3/8" MAX. HEAD/SILL HEAD/SILL CORNERS A D i II II li II II II 4 n n II _ ______ilcc_ rn J I II I11 II II n n 3 n II z II 11 II FALSE MUNTINS� (SURFACE APPLIED) 47 1/8" OPTIONAL - - - - D L OPG — —_ SERIES-1100 ALUMINUM SINGLE HUNG WINDOW 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 IN 'LOAD AND RESISTANCE FACTOR DESIGN (LRFD)' MULTIPLY 'ASD' LOADS BY 1,67 (ASD LOAD X 1.67 = LRFD LOAD). 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 UN 6" MAX, 10 3/8" MAX. w HEAD/SILL 1 -�7I HEAD/SILL �� H CORNERS I A o It11.. M� 3 ADDL. ANCHOR ------ - '- ADDL ANCHOR O Z ry fW J W SEERII AS REOD. SHEET I II II SEE SHEET 2 FOR CAPACI2 TY I� lilt lilt FOR CAPACIT' O�. O Oeq x 0 I II II II 0t141m I 11 II g �- ra4 II II II - F� �i 0yi �n•I G o¢ B�11 II II ma VKrct�g 3 a m 0 `a yyztIIu��ii rc �E� rZ �I II Il �< aW,IJLy 3 I I I Vpi _ O IpZ w n C.W I I - I n Z N FALSE MUNTINS� z z o ¢ (SURFACE APPLIED) 47 1 /8" a OPTIONAL D.L. OPG. u { _ •_jj W 49 15/16" f ` J L'i SWEEP LATCHES Z SPRING LOADED LATCHES VENT WIDTH '-AT 6" FROM N (n (n �AT 6" FROM EACH END I 53 1/8" I EACH END ? O M N WINDOW WIDTH - --- < 0 M n 8 3i:z1iN TYPICAL ELEVATION N o w U) < M , lal LATCHES AT MTG. RAIL: O DAYLITE OPENINGS: DLO WIDTH = WINDOW WIDTH - 6.000 DLO HEIGHT - WINDOW HT - 8.750 MmE.; 2 9. PRODUCT REVISED as complying With the Florida - Building Code F •'• NOA-No. 20-0730.02 Exoiration Date• IB/11/2025 - No. 81223 - By: THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. Miam _ ado Produc,KCo trol ��� °•.• gT �� drawing no. MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS ®�� REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. Sealed: 7/241/2020 � �o/ •• ,��� W�5-2� SHUTTERS NOT REDD. FOR INSTALLATIONS ABOVE 30 Fr. OF GRADE. �7/i��1110x� sheet 1 of 6 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSP WINDOW DIMS. 2 ANCHORS AT MTG. RAILS 3 ANCHORS AT MTG. RAILS GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE :A' GLASS TYPE 'B' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT,(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8" 26-1/2" 32" 37" 42" 48" 53-1/8" 26- (4) 80.0 120.0 BOO 140.0 - - - - 80.0 120.D 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 - - - - 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 - - - - 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 80.0 134.9 - - 80.0 140.0 19-1/8" 26-1/2' 32" 37" 42' 48" 53-1/8" 50-5/8" (6) 80.0 120.0 80.0 140.0 - - - - BO.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 80.0 111.0 80.0 111.0 80.0 120.0 BOX 140.0 19-1/8" 26-1/2" 32" 37' 58" 42" (6) 48" 1 53-1/B" j 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 60.0 102.1 80.0 102.1 80.0 120.0 80.0 140.0 19-1/8' 26-1/2" 32" 37„ 63" 42" (6) 48" 53-1/8" 1 90.0 120.0 80.0 140.0 - - - - 50.0 120.0 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 - - - - 50.0 115.5 80.0 115.5 80.0 120.0 80.0 140.0 80.0 1 97.5 80.0 97.5 80.0 1 120.0 80.0 140.0 19-1/8' 26-1/2" 32" 74-1/4 37" 42' (8) 48" 53-1/8" 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 - - - - 80.0 109.0 80.0 109.0 80.0 120.0 80.0 140.0 80.0 90.5 80.0 90.5 80.0 117.5 80.0 135.7 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 WIDTH � EQUAL LITES UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 2 ANCIiORS AT MTG. RAILS GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.(+) ANT.(-) EXT.(+) 1NT.(-) 19-1/8' 26-1/2" 32" 37' 42" 48 53-1/8" 50-5/8" IS) 80.0 120.0 80.0 140.0 80.0 120.0 60.0 140.0 80.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 130.0 120.0 80.0 140.0 80.0 120.0 80.0 140.0 80.0 1 120.0 60.0 140.0 19-1/8" 26-1/2" 32" 37" 42" 48" 58" (6) 80.0 140.0 0.0 80.0 140.0 0.0 80.0 140.0 0.0 80.0 140.0 UOIL.0 0.0 80.0 140.0 0.0 80.0 140.0 19-1/B" 26-1/2" 32" 37" 42" 63"0.0 (7) 0.0 80.0 140.0 0.0 80.0 140.0 80.0 1 140.0 80.0 120.0 40.0 80.0 120.0 40.0 19-1/8" 26-1/2" 32" 74-1/4"0720.0 (7).0 120.0 114 0.0 L.0 40.0 120.040.0 UNEQUAL LITES (ORIEL TYPE) " NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. ORIEL TYPE WITH LATCHES AT BOTTOM RAJ - FIXED LITE DLO HEIGHT (1-11) = H - 7.625 - H2 -5/32" HEAT STREN'D. GLASS .060" or .090" Interlayer Trosifol PVS By 'kuraroy America, Inc.' 5/32" HEAT STREN'D. GLASS SILICONE Z m DOWSIL 795 N I 0 w 24 AT 1/4 POINTS ON LITES WIDER THAN 36" W GLASS TYPE 'A' ORIEL TYPE WITH LATCHES AT MTG RAIL FIXED LITE DLO HEIGHT (H1) = H - 8.750 - H2 HEAT STREN'D. GLASS .035" Interlayer -SentryGlos By 'Kuraray America, Inc. 5/32- HEAT STREN'D. GLASS SILICONE PRODUCT REVISED z 00 DOWSIL 795 as comp)ying with the Florida rn Building Code NOA-No. 20-0730.02 E iration Bate• 8/11/2025 1 is - !i i! Miam ads PmductCo trol O a AT 1/4 POINTS ON LITES -_ X24 WIDER THAN 36' W GLASS TYPE 'B' Sealed: 7/24/2020 GLAZING OPTIONS FLU Z h r a Q a S m O 0O."m OGy� v'o iI� Q a O O: IZ Z C 1L li Z N '\ � \,10EN3�c•NH No 81221 a ��' O •®��{q/� drawing no. TYPICAL ANCHORS TYPICAL ANCHORS �� w SEE ELEV. FOR SPACING 18Y WOOD BUCK / rSEE ELEV. FOR SPACING TYPICAL ANCHORS N SEE EDGE DIST. SEE NOTE BELOW EDGE / METAL FOR PACING m v m 3 STRUCTURE MIAMI-DADE COUNTY APPROVED 1751 °(SEE SPEC BELOW) MULLION & MULLION ANCHORS ° CONCRETE SEE SEPARATE NOA EDGE ° (SEE SPEC BELOW) DIST r o Q G. d� AO O4 C) B_ ]si-x aN <N o 22 CTYPICArANCHORS M d I is TYPICAL ANCHORS: SEE ELEV. FOR SPACING I. I . p _I FOR SPACING Q m d 1 /4" DIA. ULTRACON+ BY 'DEWALT' (17-164 KSI, Fy=148 KSI) y n a ! li t7 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Q b F 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) O THRU 1BY BUCKS INTO CONC. OR BLOCKS N !i II II 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ii II I! t1 h II 5A•1i !i II ii it 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) o � D (1 nil ! 1111 DIRECTLY INTO CONC. OR BLOCKS 9 _fi98 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) z3= ri uoi!'I A i1 1-1/4"MIN.EMBEDINTOBLOCKS (JAMBS) U� _ w w J #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) -I U z � u O INTO METAL STRUCTURES (HEAD/SILL/JAMBS) n vi V) 4 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS I I ALT. !" ALT. 0 .} I 3 W ALUMINUM: 1/8" THK. MJN. (6063-T5 MIN.) p o F it it 3 ji i STEEL: 1/B" THK. MIN. (Fy = 36 KSI MIN.) a Z 3 _ e 3 W I 19 II it C4 . I it '' 4A I 4A I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) II 11 1 till I • 2 19 !i I 19 1 #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) to < ; W sc. W INTO MIAMI-DADE COUNTY APPROVED MULLIONS I ii li c; c� I i! u I 5c I I I i a I 0 w I I (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS O I x 1 I I II ii I II li .; I !' t I ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS) w STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS) z 'I I: SWEEP LATICES (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �, g F OPTIONAL TO SPRING LOADED LATCHES o it o 0 © TYPICAL EDGE DISTANCE o S r "! INTO CONCRETE AND BLOCKS = 2-1/2" MIN. ° o o o INTO WOOD STRUCTURE = 1" MIN. ffi6 a H INTO METAL STRUCTURE = 3/4" MIN. S �E t \2 2 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 19 9 CONCRETE AT HEAD, SILL OR JAMBS f't = 3000 PSI MIN. t C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. wl i 20 WEEPHOLES: o -- -- N _spas OW2 W1 = 1-1/2" X 3/16" WEEPHOLES AT 4" FROM EACH END v o W _•- C \ \ W2 = 1-5/16" NOTCH AT EACH END PRODUCT REVISED \`,11111111iYY��' as eompl ng with the Florida��� o 0' Building ode ----� NOA�Io. 20-0730.02 : ��•'\3GENSg''•� �i " d I da 4 I E irotion Date: 8/11/2025 o ° d 1BNo 0122 Y WOOD BUCK _- SEE NOTE BELOW gy; I am aro yr` • }^f = °3 KSt ° ° ° Mide Pduet'Co trot < ° 3 KSI "CONCRETE I a a ° ° d \ i $ drawing no. CONCRETE �\ TYPICAL ANCHORS ° 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT E 0: ®�� L ` FSEE OR SPACING ° BY E.S. WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING Sealed: 7/24/2020 '���� W�5-20 EDGE DIST. EDGE DIST. SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 22��\ sheet 3 of 6 a3 /R o �Y N N Z n O h z z Q2 2H al 1 N M U d {VV MIAMI-DADE COUNTY C t y M, APPROVED CLIPPED MULLION TYPICAL ANCHORS O i9 SEE SEPARATE NOA L SEE ELEV. FOR SPACING (BLDG. OFFICIAL TO VERIFY C IL O p tttppp MULLION ENO LOAD) Q .0 N C LIj N M —O yJ� Q wto W 01 O_ V N S m _ = z 3 o 0 ca n z EXT. x J ED S.H. WINDOW WIDTH S.H. WINDOW WIDTH z SEE SHEET 2 SEE SHEET 2 a O 7m 3 z o Lo Q J O / 1 4" MAX. i SHIM MAX. � D SHIMS t/4" SHIM VENT WIDTH TYPICAL ANCHORS MAX. m w m .._ ._� SEE ELEV. FOR SPACING TYPICAL ANCHORS XNOTREU's 33 TYPICAL ANCHORS 75 SEE FOR SPACING o o a U SEE ELEV. 2) "' FOR SPACING � u o METAL STRUCTURE(SEE SPEC cSHEET3) ° -_ 5 o o w . o w • CONCRETE of 1t 10 OR w PRODUCT compiling 7MEh REhe VISED 3 EXTERIOR 1BY WOOD BUCKS _� (SEE NOTE SHEET 3 ° v Buildingas ode ` F"•., NOA-No. 20-0730.02 D.L. OPG. E Iration Data• a/11/2025 No. 892 S. WINDOW WIDTH Mlam ode Produef'Cotrol ®•• S T � �� drawing no. L TYPICAL ANCHORS i D•." ®��' W05-20 SEE ELEV. FOR SPACING Sealed: 7/24/2020N1111-11i����` Sheet 4 Of 6 ITEM (j PART {) REOD. DESCRIPTION MATERIAL MANE./6UPP[dEit/RGMAR%S 1 E51001 1 FRAME HEAD 6083-T6 - 2 E51101 1 FRAME SILL 6063-T6 - 3 ES7003 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 E52004 1 HEAVY DUTY VENT TOP RAIL. (FOR SPRING LATCHES) 6063-T6 - 5A.1 E52004A 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCHES) 6063-T6 ALTERNATE TO 54 5C E51 D53 1 HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCHES) 6063-T6 - SC.1 E51053A i HEAVY DUTY VENT TOP RAIL (FOR SWEEP LATCHES) 6063-T6 ALTERNATE TO 5C 6 ES1006 1 VENT BOTTOM RAIL 60B3-T6 - 7 ES7007 2 VENT SIDE RAIL 6063-T6 - 8 E51103 AS REOD. GLAZING BEAD 6063-T6 I - 9 ES1009 2/ VENT SPRING LOADED VENT LATCH 6063-TS AT 72" FROM EACH END 9A - 2/ VENT SWEEP LATCH 7AMAK I AT 12' FROM EACH END 98 H8 X 7' 2/ LATCH LATCH INSTALLATION SCREWS - iH SMS 10 E51104 AS REOD. GLAZING GASKET NEOPRENE - 11 jf8 SMS 20/ WOW. FRAME & VENT ASSEMBLY SCREWS - SB X 1" P.H. 12 E51012 1/ LATCH LATCH SPRING ST. STEEL - 13 - 2/ VENT BLOCK &TACKLE BALANCES - SERIES 120 BY B51 14 103E 1/ BALANCE BALANCE TOP GUIDE NYLON BY BSI (NOT SHOWN) 15 110E i/ BALANCE BALANCE BOTTOM GUIDE NYLON BY BSI 16 135 t/ BALANCE BALANCE TERMINAL CLIP Sf. STEEL NOT SHOWN) 17 121 2 BALANCE TAKE OUT CLIP PLATED STEEL - 18 E51011 2/ VENT SASH CAM CELCON - 19 W23211 NG AS REOD. VENT h FIXED RAIL W�STRPPING - ULTRAFAB OR EgUN. 20 0300X790 AS REOD. FRAME SILL W'STRIPPING - q-LON2 21 - 1 SCREEN (OPTIONAL) - 5/16" BOX 22 � E51013-1 2 SASH STOP - - 23 ES1505 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 24 27-372 2/ LITE SETTING BLOCK, 7/16" % 3/16" % 3-1/2" LONG EPOM DUROMETER 75t5 SHORE A N TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1 _TYPICAL ANCHORS SEE ELEV. FOR SPACING y�U M W N Z a n EDGE DIST. --� METAL STRUCTURE (SEE SPEC SHEET 3) MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA Q cbi Z E.W.IST (SEE SPEC SHEET 3) Ov 3 C�E ° EDGE 01. G vGiy Q w OIST. w 1;121 0 a 23 O1% o{NNWCy eizap ALT. Q 0 LL In TYPICAL ANCHORS SEE ELEV. FOR SPACING {� Q�7mfk v O_ N o Z I n N (7 Z = O NI J rJ J Jw z O p 7 1/4" MAX. ALL ¢ a M m SHIMS 23 0 3 Z in 1/4" I w n V) Q � W O F ° 4, y 2 a n o w / C8NC11E EXT. p - W w OR MASONRY o we vo 6 tt © O TYPICAL ANCHORS - ALT. SEE ELEV. FOR SPACING o 23 \ N '° I PRODUCT REVISED the Florida ��� ��; ' as Complying with Building Code �`� VOIEM3�'•, « o � ° CONCIRETE NOA-No. 20-0i30.02 E iraHon Date B/77/2025 No, 6122 .. n p c EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING Miam ade P.d.c)rCa1IitroI �.��•' �: �� droWing no. W05-20 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Sealed: 7/24/2020 I�---2.330-- y I -d .809 -- 062 .9I6I9 4 _ .750 .719 .813 I 1 FRAME HEAD FRAME JAMB - - 2.457-� MEETING RAIL O FOR SPRING LATCH -1.630 -�il .930 1.250 ' 147 � 2.063 .062 .062 2.181 1.250 994 -1.212 MEETING RAIL 4A FOR SWEEP LATCH H.D. VENT TOP RAIL I O H.D. VENT TOP RAIL FOR SPRING LATCH 5C FOR SWEEP LATCH 1.250 .075 1 L. .147 2,063 3.127 335 .ssz 874 .868 L- H.D. VENT TOP RAIL / H2.331 5A' FOR SPRING LATCH \5 868 F9491 Q FRAME SILL _ 1.122 1.230 1.421 078 .760 - Q VENT LATCH p-2.190 .770 .500 --- 2.268 23 FLUSH FRAME ADAPTER H.D. VENT TOP RAIL FOR SWEEP LATCH .715 .857 .062 .930 41 1.434 O6 VENT BOTTOM RAIL 10 VENT SIDE RAIL �.393--1 r .8011 .I045 .837 O GLAZING BEAD SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM, SEALER SM5504. ke'r,"; Ju �9' I iri c y m n FRAME CORNERS DETAIL `L1Uunurrr7 0 ' PRODUCT REVISED as complying with the Florida Code ��� �Q� 77� ��� @vp�. •EN... ''i�' 'a o Building ��;•' VLCEN3F'•.,. _ NOA-No. 20-0730.02 o Ex (ration Date• 8/17/2025 _ No. Ei722 By� Miam ade Pmduet'Co trol Sealed: 7/24/2020 ���•'.• �� �,7�°r�c . 0,�,�y�� drawing W05-20