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HomeMy WebLinkAboutProduct Approval (4)MIAMMADE 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) w w.miamidade.aov/eeonomv CGI Windows and Doors, Inc. 10100 NW 25" Street Miami, FL 33172 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 "Sentinel 110" Aluminum Single Hung Window — S.M.I. APPROVAL DOCUMENT: Drawing No. W14-21, titled "Series Sentinel 110 Aluminum S.H. Wdw. (S.M.I.)", sheets t through 9 of 9, dated 02/02/10, with revision A dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT BATING: Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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 NOAH 14-0522.04 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0512.09 MIAMI-DADE COUNTY Expiration Date: November 13, 2019 125115 Approval Date: September 03, 2015 f- Page 1 CGI Windows and Doors. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 14-0522.04) 2. Drawing No. W14-21, titled "Series Sentinel 110 Aluminum S.H. Wdw. (S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision A dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of series "Sentinel 110" aluminum single hung windows, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA-3009-WD, dated 04/25/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 14-0522.04) ManuelP r z,P.E. Product Control VAminer NOA No. 15-0512.09 Expiration Date: November 13, 2019 Approval Date: September 03, 2015 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5'h Edition (2014) dated 10/20/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. (Submitted under previous NOA No. 14-0522.04) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "°Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'" Edition (2014), and of no financial interest, dated May 15, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Abroad, P.E. (Submitted under previous NOA No. 14-0522.04) 2. Laboratory compliance letter for Test Report No. CTLA-3009-WD, issued by Certified Testing Laboratories, Inc., dated 04/25/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 14-0522.04) 3. Test Proposal for the qualification of Butacite a PVB glass interlayer by DuPont as well as Duraseal© and Super Spacer® Standard waren-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0522.04, issued to CGI Windows & Doors for their Series "110 Sentinel' Aluminum Single Hung Window — S.M.I., approved on 11/13/14 and expiring on 11/13/19. Man eel Pe , P.E. Product Control x iner NOA No. 1 -0512.09 Expiration Date: November 13, 2019 Approval Date: September 03, 2015 E-2 U0 53 1/8" 52 1/8" FLANGE WIDTH BUCK WIDTH 47 7/16" 47 7/16" D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. DTE) FALSE MUNTINS 20 9/16" (SURFACE APPLIED) 20 9/16" (SURFACE APPLIED) 6" MAX, MAX. OPTIONAL 5 1/2" MAX. MAX. �k# OPTIONAL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL CORNERS A CORNERS Al it li II li II W J III II J II II µ DIt tt C; II II OJ II II O w - in S if n Y � V II li 7 it li F' Z Z eo w II /� II \ w \> E --H=_ H----- --- --- n Z M J II III N m M ; r7 o E1 III II \ m M C II II < IIC1 II ro�� II II II P on mW f K 47 7/16" O V 47 7/16" N (SU D.L.O. (VENT) 1O D.L.O. (VENT) \ 0 N 50 1/4" 50 1/4" VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME SERIES SENTINEL 110 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 WDW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. EQUAL LEG FRAME CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" 52 1/6" TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. MIAMI-DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. FIN FRAME W W z K O LAMINATED GLASS INSULATING LAM. GLASS SMALL MISSILE IMPACT Engr: JAVAD AHMAD CML FIA. PE 1 70592 CAM. 3538 4F PRODUCT REVISED as complying with the Florida Building Code Acceptance No Bxpinnion Date By Miam' Dade Product y�UV N I Z m 3 O F W z H w a of «� a' o C O OIL w ^ X O O8 < M a C > M O Oa¢oti O ,rg rc o f0 Qw3LL a {i z Jollry(y2 Q W e1 f r r. v N vi n 3 0 x N O n Ow Z Z _y N Q LO N 3 NM W O 03M n N W _Z Z y Z- ~c o—M Uj to CD p ¢ J V) U W of w O v11 lrowing no. W14-21 U0 U LI =® a Z �J 0 z Q f N a - Q G O W v U Ei IL OF v 0 U h M_ �d O ei �x O'Owpi 0 3 mw ��c 0 mW O . i LL W N LL a JE^¢.I Q Weil O N N (n m 3 O o � V N Ow WIDTH V - = Of z =N o Q V) In ^ N )4" TYP. BUCK DIMS X" TYR 0 3 N M 0 M M 0 3 N z O a �p-n Z C) z z p .. WIC d to CD p Q FLANGE FRAME m 0 -FLANGE DIMS _ � � BUCK DIMS 0 UNEQUAL LITES (ORIEL TYPE) w w o %y EQUAL LEG FRAME 4 N7 00 z BUCK DIMS EQUAL LITES „ o 0 0 - FIN FRAME O 0 Engr: JAVAD AHMAD PRODUCT REVISED �+ BUCK DIMS CML o iv FIA. PE 70592 na complying with Ilk Florida N C.A.N. 538 Building Code 0 r Acceptance at 15'OrJ (Z .Q� Y u a Ex notion Dale B O FLANGE ADAPTOR FRAME ZQ�� Miami adeproductCoitrol drawing no. r� FLANGE DIMS _ W14-21 sheet 2 of g EQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. BUCK DIMS. CLASS TYPES 'C'&'C]' WIDTH HEIGHT WIDTH HEIGHT E1(T.(+) INT.(-) 19-1/8" 18-1/8" 80.0 134.0 26-1/2" 25-i/2° 80.0 134.0 37' 26" 36" 25" 80.0 134.0 49" 48° 80.0 134.0 53-1/8" 52-i/8° 80.0 134.0 19-1/B" 18-1/8° 80.0 134.0 26-1/2' 25-1 /2" 80.0 134.0 37° 38-3/8" 36" 37-3/8" 80.0 134.0 49° 48" 80.0 1J4.0 53-1/8" 52-1/8" B0.0 134.0 19-1/8" 18-1/8" 80.0 134.0 26-1/2" 25-i/2° 80.0 134.0 37' 50-5/8" 36" 49-5/e" 80.0 1J4.0 49" 48" 80.0 124.3 53-1/8° 52-1/8" 80.0 110.4 19-1/8° 18-1/8 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. RUCK DIMS. MA%.TOP LITE CLASS TYPES 'C'k'C1' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) INT.(-) 53-i/8" 53' 52-1/8" 52° 28-1/2° 80.0 110.4 49" 63" 48° 62" 31" 80.0 26-1/2° 37" qg' 53-1/8" 63" " 25-1/2° 36" 48" 52-1 /e" 62° 80.0 134.0 80.0 134.0 80.0 134.0 80.0 109.9 80.0 96.5 19-1/8° 26-1/2° 37 49" 53-1/8° 76" 18-1/8" 25-1/2° 36' 48" 52-1 /e" 75" 80.0 105.0 80.0 105.0 80.0 105.0 80.0 102.1 80.0 88.3 19-1/e" 26-1/2" 37" 46-1/2" 85° 18-1/8" 25-1 /2" 36" 45-i/2" 84" 80.0 105.0 80.0 105.0 80.0 105.0 80.0 105.0 U0 U LI =® a Z �J 0 z Q f N a - Q G O W v U Ei IL OF v 0 U h M_ �d O ei �x O'Owpi 0 3 mw ��c 0 mW O . i LL W N LL a JE^¢.I Q Weil O N N (n m 3 O o � V N Ow WIDTH V - = Of z =N o Q V) In ^ N )4" TYP. BUCK DIMS X" TYR 0 3 N M 0 M M 0 3 N z O a �p-n Z C) z z p .. WIC d to CD p Q FLANGE FRAME m 0 -FLANGE DIMS _ � � BUCK DIMS 0 UNEQUAL LITES (ORIEL TYPE) w w o %y EQUAL LEG FRAME 4 N7 00 z BUCK DIMS EQUAL LITES „ o 0 0 - FIN FRAME O 0 Engr: JAVAD AHMAD PRODUCT REVISED �+ BUCK DIMS CML o iv FIA. PE 70592 na complying with Ilk Florida N C.A.N. 538 Building Code 0 r Acceptance at 15'OrJ (Z .Q� Y u a Ex notion Dale B O FLANGE ADAPTOR FRAME ZQ�� Miami adeproductCoitrol drawing no. r� FLANGE DIMS _ W14-21 sheet 2 of g EQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. BUCK DIMS. CLASS TYPES 'C'&'C]' WIDTH HEIGHT WIDTH HEIGHT E1(T.(+) INT.(-) 19-1/8" 18-1/8" 80.0 134.0 26-1/2" 25-i/2° 80.0 134.0 37' 26" 36" 25" 80.0 134.0 49" 48° 80.0 134.0 53-1/8" 52-i/8° 80.0 134.0 19-1/B" 18-1/8° 80.0 134.0 26-1/2' 25-1 /2" 80.0 134.0 37° 38-3/8" 36" 37-3/8" 80.0 134.0 49° 48" 80.0 1J4.0 53-1/8" 52-1/8" B0.0 134.0 19-1/8" 18-1/8" 80.0 134.0 26-1/2" 25-i/2° 80.0 134.0 37' 50-5/8" 36" 49-5/e" 80.0 1J4.0 49" 48" 80.0 124.3 53-1/8° 52-1/8" 80.0 110.4 19-1/8° 18-1/8 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. RUCK DIMS. MA%.TOP LITE CLASS TYPES 'C'k'C1' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) INT.(-) 53-i/8" 53' 52-1/8" 52° 28-1/2° 80.0 110.4 49" 63" 48° 62" 31" 80.0 109.9 43" 71" 42° 70" 35-3/8" 80.0 134.0 37" 83" 36" 82° 41-3/e" 80.0 134.0 26-1/2° 31" 33° 85" 25-1/2" 30" 32 eb" 58-3/8° 46-5/8° 45-1/2° 80.0 80.0 80.0 134.0 134.0 134.0 53-1/8° 76' 52-1/8" 75" 36-1/4° 80.0 83.3 49° 79 48" 7B" 39-1/4" 80.0 83.3 37° 43" 85, 36" 42" B4, 53-1 /2° 45-1 /4" 80.0 80.0 105.0 105.0 U0 U LI =® a Z �J 0 z Q f N a - Q G O W v U Ei IL OF v 0 U h M_ �d O ei �x O'Owpi 0 3 mw ��c 0 mW O . i LL W N LL a JE^¢.I Q Weil O N N (n m 3 O o � V N Ow WIDTH V - = Of z =N o Q V) In ^ N )4" TYP. BUCK DIMS X" TYR 0 3 N M 0 M M 0 3 N z O a �p-n Z C) z z p .. WIC d to CD p Q FLANGE FRAME m 0 -FLANGE DIMS _ � � BUCK DIMS 0 UNEQUAL LITES (ORIEL TYPE) w w o %y EQUAL LEG FRAME 4 N7 00 z BUCK DIMS EQUAL LITES „ o 0 0 - FIN FRAME O 0 Engr: JAVAD AHMAD PRODUCT REVISED �+ BUCK DIMS CML o iv FIA. PE 70592 na complying with Ilk Florida N C.A.N. 538 Building Code 0 r Acceptance at 15'OrJ (Z .Q� Y u a Ex notion Dale B O FLANGE ADAPTOR FRAME ZQ�� Miami adeproductCoitrol drawing no. r� FLANGE DIMS _ W14-21 sheet 2 of g EQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DIMS. BUCK DIMS. CLASS TYPES 'C'&'C]' WIDTH HEIGHT WIDTH HEIGHT E1(T.(+) INT.(-) 19-1/8" 18-1/8" 80.0 134.0 26-1/2" 25-i/2° 80.0 134.0 37' 26" 36" 25" 80.0 134.0 49" 48° 80.0 134.0 53-1/8" 52-i/8° 80.0 134.0 19-1/B" 18-1/8° 80.0 134.0 26-1/2' 25-1 /2" 80.0 134.0 37° 38-3/8" 36" 37-3/8" 80.0 134.0 49° 48" 80.0 1J4.0 53-1/8" 52-1/8" B0.0 134.0 19-1/8" 18-1/8" 80.0 134.0 26-1/2" 25-i/2° 80.0 134.0 37' 50-5/8" 36" 49-5/e" 80.0 1J4.0 49" 48" 80.0 124.3 53-1/8° 52-1/8" 80.0 110.4 19-1/8° 18-1/8 Orr E8 – li a 'Ii 0 d �0 I E O E4 NM W W i I W i � i 0 0 0 N z w Ir U N I S4 t i i M9 . O 2 14 v0 v e v ^ v. 10Y WOOD BUCK v SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME Fr ---___ -____ ___i� jl MIAMI-DADE COUNTY APPROVED l I MULLION & MULLION ANCHORS I to�i SEE SEPARATE NOA it \ I II II I II L _____ _ __— —__ —_pit x TYPICAL ANCHORS SEE ELEV. FOR SPACING 22 3/� ] a \ �— 2 3/8�" MIN. { I I] \ \ N ] WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. d V Q da ° ° I TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCRMSMS OR SELF DRILLING SCRM (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCEEDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. CML FLA. PE i 70592 C.A.N. 3 38 p -tMb PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15-051-2.0q G,,512.Oq E irztiou Datc 2a�9 By Mim ade Product Control Z 0 w W Q a N O 0 0 L a� �o 0 a 0 epi 000: o0 01L Qp H � O m Q W ILL y LL ZU) -O J O m Q J Q Lu S r � TYPICAL ANCHORS 3 SEE ELEV. 1BY FOR SPACING METAL Ow WOOD BUCK - STRUCTURE � a a ria ° " .e °. TYPICAL ANCHORS u~'1 n 0 3 N M m 0 O SEE ELEV. m LL 0 FOR SPACING 0 n C7 o a _j w w U Orr E8 – li a 'Ii 0 d �0 I E O E4 NM W W i I W i � i 0 0 0 N z w Ir U N I S4 t i i M9 . O 2 14 v0 v e v ^ v. 10Y WOOD BUCK v SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME Fr ---___ -____ ___i� jl MIAMI-DADE COUNTY APPROVED l I MULLION & MULLION ANCHORS I to�i SEE SEPARATE NOA it \ I II II I II L _____ _ __— —__ —_pit x TYPICAL ANCHORS SEE ELEV. FOR SPACING 22 3/� ] a \ �— 2 3/8�" MIN. { I I] \ \ N ] WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. d V Q da ° ° I TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING SCRMSMS OR SELF DRILLING SCRM (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCEEDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. CML FLA. PE i 70592 C.A.N. 3 38 p -tMb PRODUCT REVISED as complying with the Florida Building Code Acceptance No 15-051-2.0q G,,512.Oq E irztiou Datc 2a�9 By Mim ade Product Control Z 0 w W Q a N O 0 0 L a� �o 0 a 0 epi 000: o0 01L Qp H � O m Q W ILL y LL ZU) -O J O m Q J Q Lu S r � N 3 I n � x 0� n vi Ow z � a u~'1 n 0 3 N M m 0 O w Z Z LL 0 H z O g n C7 o a _j w w U O N c i O r U t No O O z o I A N O iV drawing no. W1 4-21 TYPICAL ANCHC SEE EL FOR SPAC' ME SIRUCT TYPICAL ANCH, SEE EI FOR SPA( WOOD E FT.ANGE & FLANGE ADAPTOR FRAME MIAMI-DADE COUNTY ICAL ANCHORS ELEV. SPACING :11197 41 ANCHORS X. KING FLANGE ADAPTOR FRAME NTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. — � N N V1 t0 3 o I M O1 3 fn N = O �i Ow O z N V) I n 3 N M 01 0 O .M n w O3 N ZZL-,j F O n z Vl _ O � C7 p ¢ J w Lnrr O 0 VAD AHMAD PRODUCT REVISED n CML w complying with the Florida H N.538 92 Building Code X 5-061.2.c T Acceptance No 7oa �Zp15 E iralion Dater v m o u By O product drawing no. W14-21 sheet 5 of 9 TYPICAL ANCHORS SEE ELEV. 113YFOR SPACING WOOD BUCK a .. d°- .ad ° a - �� a d a s J d 9 SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL TYPICAL" ANCHORS SEE ELEV. " °- IBY FOR SPACING WOOD BUCK STRUCTURE TYPICAL ANCHORS SEE ELEV. m FOR SPACING O 0 3 a TYPICAL ANCHORS EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. �2 3/8" MIN. { \ I I \\ 2 3/I I _� WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23/8,,. THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. EQUAL LEG FRAME F -------------------- r----- ------------�� jI MLAMI—DARE COUNTY APPROVED Ij II MULLION & MULLION ANCHORS II I� l SEE SEPARATE NOA j N II II \ II II II II I, ,I TYPICAL ANCHORS a TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING MIAMI-DADE COUNTY ,APPROVED MULLION & MULLION ANCHORS BUCK WIDTH SEE SEPARATE NOA BUCK WIDTH a Q Q da a . a d TYPICAL ANCHORS SEE ELEV. FOR SPACING F PRODUCT REVISED o o a igr: JAVAD AHMAD FLA. PEML 70592 as ccmplying with the Flmida N C.A.N. 38 Building Code Acceptance Nod 0512.09 E m a r a F imtimt Dale S 13y Bye•prodct O drawing no. W14-21 I .901• sheet 6 of 9 LFD�RSPACINIG ELEV. ANCHORS FIN FRAME 4.V N ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHESNOT BY CGIw¢ tv f HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING O W m Ov NOT BY CGI HB SMS (GRADE 2 CRS) d A2 El INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Q __ n EB ,' --- BACKBED 1-1/4" MIN. PENETRATION INTO WOOD (,� o r,l II 0 CAULKING a C W M o M2 0 IL 't A Oy 0 n to 0 00 Q N Q W LL N I! WV! -o cj M9 J 0M¢ j o Q w i f J O 0 N v (n � I I n SWEEP LOCK OPTIONAL TO ; N 1 EGRESS LOCK d't� o E6 i! AT SILL O L�j 0 Ow WOOD STRUCTURE 1/4" MAX. BUCK HEIGHT 1/4" MAX. j t --NOT BY CGI GAP P�7MIN. = N o E4 MIN. < 3 [0- 1/2" M O ED O .M 1 I -Y m J W I III �I 7 W Z li N W 1 m z 3 0 0 w_oma O w oa D2 Q0� I �I BACKBED w w CAULKING v7 z O z w 0 > 0 C I z 2 II II Ell —_Of --ENE; _ _-_ - -- C2 S4 1 ! HOUSE WRAP E6 NOT BY CGI m '" E3 E6 EXTERIOR o 0 0 N o M9 D.L. OPG. ` o c 2 � � i _ CAULKING o Engr.MAD CMLJAVAD µ PRODUCT REVISED o iv FC.PE AN.#63692 Bas oio pl ing with the e Florida ode o HOUSE WRAP - Acceptance No lS•OIZ.O�j �p Y o NOT BY CGI z o- 14 14 BACKBED Expirmion Dale ByO Mi Dade Product drawing no. EII TYPICAL ANCHORS 1 015 W14-21 SEE ELEV. FOR SPACING sheet ] of 9 ITEM PART // gUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI -100 1 FRAME HEAD 6063—T6 — Emy�UV to N E2 CGI -101 1 FRAME SILL 8063—T6 — E3 CGI -102 2 FRAME JAMB 6063—T6 — Z % 0 1- w z E4 CGI -103 1 MEETING RAIL 6063—T6 — W F ES CGI -104 1 LOCK RAIL 6063—T6 — Q�/ N E6 CGI -105 1 HANDLE RAIL 6063—T6 — li O O O V m E7 CGI -106 2 SASH RAIL 6063—T6 — IL d E8 CGI -107 AS READ. 5/16" GLAZING BEAD 6063—T5 — O E9 CGI -108 AS REOD. 0.700" GLAZING BEAD 6063—TS — 0 Ui E70 CGI -109 AS REOD. FRONT FLANGE ADAPTOR 6063—T6 — M E71 CGI -110 AS REOD. NAIL FIN ADAPTOR 6063—T5 — O 6 Q Q 0 E12 CGI -135 1 FLANGE FRAME HEAD 6063—T6 — 0 E13 CGI -136 2 FLANGE FRAME JAMB 6063—T6 — ��O 0 E74 CGI -137 1 FLANGE FRAME SILL 6063—T6 — Q W 3J3 y" W E17 CGI -605 PTIONAL SCREEN FRAME 6063—TS — LL 0 J�(mryya_� M1 CGI -382V S REOD. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC — Q W H •i E M2 CGI -111 PTIONAL SCREW COVER FVC PROTOTYPE OR EQUN. O M3 CGI -112 READ. rAS EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC — M9 SUPER BOOST / WDW. SPIRAL BALANCE — BSI OR EQUN. SS N N M10 — / WDW. BLOCK/TACKLE BALANCE — BSI OR EQUN. vi e M11 W23201NG S READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. 3 n � M12 CGI -129 1/ WDW. EGRESS LOCK ALUM. SULLIVAN 3 V) M13 CGI -131 2/ WDW. HANDLE RAIL END CAP NYLON M&M = IX O� " M14 E26018WN — D BULB—T SLOT PVC ULTRAFAB OR EQUIV. vi O W M O MI5 CGI -133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M N MI6 CGI -130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M z M77 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. =N 0 VI if vO1i M18 CGI -132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. r M19 — 2/ LITE SETTING BLOCK EPDM DUROMETER 85d:5 SHORE A O�� N M20 CGI -125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M w Z Z lJi O n M21 — 2/ WDW. B/T BALANCE TAKE OUT CLIP — 851 OR EQUN. z O M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUN wn _ (j p G J M23 CGI -134 — SILL SPACER PVC PROTOTYPE OR EQUIV. w S2 — 2 OR 3/CORNER � 10 % 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW — — r S4 — 4/ WDW. (J 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET O i O� 0 - w C �d U N s O N O z N � N 'e O d N d �> � O C o a O 0 Engr: JAVAD AHMAD PRDDUCTREVISED e CMLFLA as complying with the Florida r C.A.N. 0592 Building Code Acceptance No I6"0.S11-�0f o = n Expiration Date�p0 9 v $ t S V O By Miami ade Product Cont drawing n0. W14-21 l ;i !I 2015 sheet $ of g SCREW — — SS — 2/ WDW. (J 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY — — 56 — 2/ LOCK # 6 X 1/2" LG. FH. SMS. ®CGI -133 &CAM LOCK — — E72 FLANGE FRAME HEAD 1 3. Eta FLANGE FRAME SILL I® 1 E1 FLUSH FRAME HEAD E2 FLUSH FRAME SILL 1 I 1 E73 FLANGE FRAME JAMB ES FLUSH FRAME JAMB .490-N .120 1 r .70�e 050 TYP. .i--LL s — .050 T1P. .864 F .864 EB 5/16" GLAZING BEAD E9 .700" GLAZING BEAD 1.449 i� 1.395 -L .180 293 .050T .060 J— I� 065 1� 1.413 �-I M3 FLUSH FRAME COVER 19 SCREW COVER Ett NAIL FIN ADAPTER --� 1.007 I- 745 - 745 tTO65_r 2.113 .368 n n 1.015 Ea MEETING RAIL -1.220 --{ 1911-3: TMPT 1.015 K - E5 LOCK RAIL 7 1 E6 HAND RAIL 1.395 .745 1.025 _ _ — E7 SASH RAIL �y:7:1TI i[�]Zdi77.1�: VENT TOP CORNER VENT BOTTOM CORNER 1 IRMIN 0 Engr: JAVAD AHMAD r CML pRODUC"1'REVISED o iv 1.450 FLA. PE 70592 as complying with the Florida r x.180 C.AN. Acceptance Cade o S, }—C Acceptance No ► -0512. E irelion Dnle %en ,oa 3 0` 1.015 .5510 .050 ^ Ii O Mi Da e produce Con drawing no. I 3 0 2015 W14-21 E10 FLANGE ADAPTOR sheet -9of 9