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HomeMy WebLinkAboutNotice of Acceptance MIAMI•DADE 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) wnnv.ndamidade.sov/economy CGI Windows and Doors,Inc. 10100 NW 251"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 11238 Designer"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W01-83,titled"Series-238 Designer Fixed Window",sheets 1 through 8 of 8,dated 12/27/01,with revision F 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 RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code-negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by.the manufacturer or its distributors and shall be available for,inspection at the job site at the request of the Building Official. This NOA revises NOA#14-0903.07 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.-15-0512.15 MIAMI-DADE COUNTY Expiration Date: October 20,2018 813�J j� Approval Date: September 10,2015 Page 1 . c CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 96-0603.07) 2. Drawing No. W01-83,titled"Series-238 Designer Fixed Window", sheets 1 through 8 of 8, dated 12/27/01, with revision F.-dated 04/10/15, prepared by AI-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(V 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)Forced Entry Test,per FBC 241-1.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum fixed windows, prepared by Hurricane Test-Laboratory, Inc., Test Report No. HTL-0080-0105-08, dated 01/08/08,signed and sealed by Vinu J. Abraham,P.E. (Submitted tinder NOA No. 09-0303.01) 1 anuea.,P.E. Product Cont 1 Exqhniuer NOA No. "- 512.15 Expiration Date: October 20,2018 Approval Date: September 10,2015 E-1 1 ,r CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)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 window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-'0303-96 and HTL-0080-0502-97, dated 03/05/96 and 05/02/97, both signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA No 96-0603.07) 6. Test reports on: 1)Large Missile Impact Test per SFBC,PA 201-94, 2)Cyclic Wind Pressure Loading-per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum casement, project-out and fixed windows,prepared by American Test Lab of South Florida,Inc., Test Report No. ATLSF-1209.01-94, dated 12/09/94 to 12/14/94, signed and sealed by Gerard B. Sullivan,P.E. (Submitted under NOA No. 96-0603.07) 7. Test reports on: 1)Large Missile Impact Test,per SFBC,PA 202-94 2)Cyclic Wind Pressure Loading,per SFBC,PA 202-94 along with marked-up drawings and installation diagram of an aluminum project—out window,prepared by Fenestration Testing Laboratory,Inc. Report No. FTL-1018, dated 09/26/94, signed and sealed by Yamil Kuri,P.E. (Submitted under NOA No. 96-0603.07) B. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014),dated 07/16/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 1.4-0903.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department'of Regulatory and Economic Resources (RER). Manuel•Pe - E. Product Control ami er NOA No.15- .15 Expiration Date: October 20,2018 Approval Date: September 10,2015 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS- 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. 2. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014); and of no financial interest, dated August 6, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 14-0903.07) 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, issued•by Hurricane Test Laboratory, Inc., dated 01/08/08, signed and sealed by Vinu J. Abraham,P.E. (Submitted tinder NDA No. 09-0303.0X) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL- 0080-0502-97, issued by Hurricane Test Laboratory, Inc., dated 03/05/96 and 05/02/97,both signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA No. 96-0603.07) 4. Laboratory compliance letters for Test Report No. ATLSF-1209.01-94, issued by American Test Lab of South Florida, Inc., dated 12/09/94 to 12/14/94, signed and sealed by Gerard B. Sullivan,P.E. (Submitted under NOA No. 96-0603.07) 5. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseai®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014,issued by RER,Product Control Section, signed by Jaime Gascon,P.E.,Supervisor,Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0903.07, issued to CGI Windows & Doors for their "Series-238 Designer"Aluminum Fixed Window- L.M.I.",approved on 12/24/14 and expiring on 10/20/18. Manuel Perez Product Control Exa finer NOA No.15-0 Expiration Date: October 20,2018 Approval Date: September 10,2015 E-3 GENERAL WINDOW SECTIONS WINDOW WIDTH VENT WIDTH 3 WW-2' CD.LA 1 7 .o 6'MAX.TYP. WW61�2' SURFACE APPLIED a OHEAD/SILL OO�LFALSEMUNTINS CORNERSut B AT EACH END AND 1B'G.C.TYP.OAGSV a pC o 4 2 CG a a.x4 I Q'S a a 6 i II Q a Q p ee 811 W 3 CIT—= O i9 5 u ILzV) B a o 4 _ II II o • ___t___—_IDj.__ 3 N ---- - - FOR GLASS TYPES. o w REFER TO SHEETS 3, 4 & 5. w D F- g 17'MAX. y 2 a e 1 TYP. w v1 j N . - 7 2 0 3NGO 0 M ,o D.L.OPG. D.L.oPc. TYPICAL ELEVATION N Z z T� 1VENT HEIGHT ti VENT HEIGHT 1' to 3c) w WINDOW HEIGHT WINDOW HEIGHT It U o¢v d to EXTERIOR W 0 ca = FOR MULLION/MULTIPLE UNITS, REFER TO OSEPARATE CGI MULLION N.O.A. `o B THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. v o SHUTTERS ARE NOT REQUIRED. NOTES: d R INSTRUCTIONS: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE USE CHARTS AS FOLLOWS. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY .°1. o w HURRICANE ZONE(WHZ). ' STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE LOADS TO THE STRUCTURE 9. Y ,a USING APPLICABLE ASCE 7 STANDARD. Enr JAVAVI pHMAO, aRODUCTREVISED n ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS 'CML aacomplyittgwith lHoFlorida ry STEP 2 AMA 692 SEE CHARTS ON SHEER 3 THRU 5 FOR DESIGN LOAD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. building Coda CAPACITY OF DESIRED GLASS SIZE BASED ON APPLICABLE Acceptance No 15'0 1 J& WIND DURATION, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Ex imlionData !jA NOT PART OF THIS APPROVAL. STEP 3 USING CHART ON SHEET 7 SELECT ANCHOR OPTON By O WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MlemI ede odgct drawing no. IN STEP I ABOVE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 42015 W01-83 STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of $ WELDED CORNERS ITEM PART 9 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARXS 2.085 U V 1 CGI-386 4 VENT 8083—T6 INDALEX OR EOUN. •�� �� m 2 CGI-787 4 VENT 6063—T6 INDALEX ON EQUIV. 835 0 2A CGI-387 LC 4 VENT(INSUL GLASS) 6063-76 INDALEX OR EQUIV. Z J J CGI— 4 GLAZING BEAD 6063—T5 INDALEX OR EQUIV. 0 F 4 — AS RECD, GLAZING BEAD SCREWS a 6'FROM ENDS&20'O.C.MAX. 112 X 5/8'SNS 1.510 W N 5 — — GLAZING COMPOUND SILICONE GE-1000(NON—IMPACT) I 7 a 2 r SA — — GLAZING COMPOUND SIUCONE GE-1200(IMPACT) L 1.625 0 w b8 6 — 4 1/2'X.09D'SINGLE FACED GLAZING TAPE FOAM — I .625 Q.W 7 0200 X190 AS READ. VENT WEATHERSTRIPPING — SCHLEGEL 0—LON I C; 8 — AS REOD. VENT SCREWS O 17'O.C.TYP. — X10 X 1'SS SMS .795 }}L 0 n 9 — 2/CORNER FRAME AND VENT ASSEMBLY SCREWS — 110 X 1-1/4-SS SMS 0 O ~ 10 — 2/LITE SETRNC BLOCK EPDM DUROMErER 601-5 SHORE A FRAME 0 OR Q< S O 2.215 0 N aD O 160 Q 3 u m fill P, MITERED COPED 90' CORNERS ONLY \ Q 1.500 \\ 875 VENT CORNER $ o 8L 100 tel{ z \� Z Z ALL FRAME AND VENT CORNERS UI BE .780 Z L/y SEALED WTM CE SILPRUF OR EQUIV. � m 1.625--moi WELDED CORNERS WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH PARTIAL CIRCLE TUMBSTONE ARCH TOP SQUARE OR RECTANGLE VENT O W v Lv 2.215 z W .Iso O N ro z n 03�N f .\� \ 1.500 N Z 2[ ^. 0 i1.865, I.750 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH - OTA.ON HEXAGON TRAPEZOID PENTAGON VENT (INSUL GLASS) MITERED COPED 90' CORNERS ONLY •750 2 V W FRAME CORNER 3 .7500 L_ I I I V-x.125 \ I I WINDOW LENGTH WINDOW WIDTH WINDOW LENGTH ^ — o ^d .ELLIPSE FULL CIRCLE HALF CIRCLE GLAZING STOP .51 o B I '�3 0.o S I I Z O 3 I I Engr.JAVAD AHMAD PRADUCTREVISED n 9 0 I I _ CML m complyin6 with Yee Florida N . L----- ---� FLA.PE#70592 Building Code C. N,3576 Acttmtion ptauco No)��512• � — $ WINDOW WIDTH IN iDate VERIFY LOAD CAPACITY OF WINDOW BY INSCRIBING SHAPE OF WINDOW WITHIN I 15 M;wm ade c •l drawing A RECTANGULAR OR SQUARE SHAPE AND USING THOSE DIMENSIONS TO CONSULT Y 0 CHARTS ON SHEETS 3, 4 & 5 FOR GLASS W01-83 AND SHEET 7 FOR ANCHORS AS ON SAMPLE ABOVE. sheet 2of 8 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES.OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED m REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS REFER TO SHEETS 8 AND 7 FOR INSTALLATION DETAILS I WIDTH WINDOW HEIGHT EXT.GI SS T ANE'(') GIASS)MY'3' WINDOW DIMS. ,GLASS TYPE'2' GLASS TYPE'3' WINDOW DIMS, GLASS TYPE'2' GLASS TYPE`3' QQ ANT.(-) WIDTH HEIGHT EXT.(+) ANT.(-) EXT. (+) ANT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXT,(+) INT.(-) Z n J 24" 110.0 180.0 110.0 180.0 24' 97.5 97.5 7t0.0 1204 19-1/8" 110.0 210.0 110.0 210.0 Q H 30" 110.0 144.0 110.0 144.0 30" 87.2 67.2 90.0 90.0 26-1/2' 110.0 166.2 110,0 166.2 1"' q 36' 110.0 120.0 110.0 120.0 36" 78' 505 50.8 90.0 90.0 3T 26" 110.0 156.2 110.0 166.2 o 42' 36' .010.0 120.0 150.0 120.0 42' 46.1 46.7 86.1 86.1 53-1/8' 110.0 120.0 170.0 120.0 a 46' 101.4 101.4 110.0 120.0 24' 103.0 103.0 110.0 120.0 19-1/8` 110.0 200.6 110.0 200.6 x G • 54" 84.8 84.8 110.0 124.0 30` 84' 63.0 63.0 90.0 90.0 26-1/2" 110.0 163.0 110.0 163.0 C t y 60" 74.7 74.7 110.0 114.3 36' 47.3 47.3 90.0 90.0 37„ 38-318' 110.0 116.8 110.0 116.8 (�p terry 24" 110.0 166.4 110.0 168.0 24" 87.5 87.5 110.0 120.0 53-1/8" 81.9 81.9 110.0 112.6 30' 110.0 142.5 110.0 144.0 30` 96" 56.3 56.3 904 90.0 19-1/8" 110.0 185.7 110,0 185.7 0 Q 36" 110.0 120.0 110,0 120.0 36" 41.6 41.6 90.0 90.0 26-1/2' 50-Sf8' 110.0 125.2 110.0 147.2 0 0 W O 42" 42` 102.9 102.9 102.9 902.9 24' 108" 69.6 69.6 90.0 90.0 37" 92.1 92.1 110.0 1 116.0 1 48` 85A BS.D 102.9 102.9 30" 53.5 535 90.0 90.0 53-1/8" 66,6 65,6 85.3 85.3 "r 6T1 Be 75.1 75.1 102.9 102.9 24` 720` 58.8 58.8 90.0 90.0 i9-1/8° 110.0 177.5 110.0 177.5 Q ty 60' 86.4 66.4 90.0 90.0 26-1/2" 98.1 98.1 110.0 120.0 +4 24" 110.0 153.1 110.0 160.0 1" 63` 68.6 68.6 110.0 110.2 30' 110.0 117.6_ 110.0 120.0 53-1/8' 56.6 56.6 81.3 81.3' m 36° 101.4 _101.4 110.0 120.0 19-1/8" 110.0 120.0 110.0 120.0 0 n 42" 48' 85.0 85.0 102.9 102.9 26-1/2" 74-1/4" 85.2 85.2 110.0 120.0 3 a 48 75.5 75,5 9075 90.0 37" 55.4 55.4 90.0 90,0 'n 54" 68.4 68.4 90.0 90.0 w tOf o _X 60" 63.6 63.6 90.0 S&O L' O W 24" 110.0 134.8 110.0 154.3 W 0 H 30" 99.4 99.4 110.0 120.0 1/8"ANN. GLASS 3/16"ANN.GLASS to a6" 84.8 84.6 110.0 120.0 2 C,4 m 42' 54° 75.1 75.1 102.9 1p2.9 090'Interlayer 090'Inkerloyer O �L0v rl m Sollex Clear And Color Glass Satfex Clear And Color Glass 48" 68.4 68.# 90.0 90.0 By'Eastman Chemical Co: By'Eastman Chemical Co.' M O 3 54" 65.8 65.8 80.0 80.0 OR OR C' Z Z 60" 59.0 59.0 80,0 810 - 090'Interiayer .090"Interlayer N § 24" 110.0 779.4 110.0 120.0 Butocile PVB Butacite PVB w p_n 30' 87.8 87.8 110.0 120.0 By Kuroray America,Inc.' 8y'Kuroroy America,Inc. w CD O� 36' 74,7 74.7 1I0.0 114.3 m to U k' 60' z 1/8`ANN.CUSS 3/76"ANN.GLASS =� 42' 66.4 66.4 90.0 90.0 48' 6316 63.6 904 90.0 ` i GE-1200 ,I II GE-1200 54' 59.0 59.0 80.0 80.0 SILICONE �I I SILICONE ' 24" 110.0 112.5 110.0 120.0 30" 82.1 82.1 110.0 120.0 i o" n 36" 66' 66.6 66.6 . 90.0 90,0 42' SB.i 58.7 90.0 90.0 WOW.WIDTH, i; AT WI 1/4 POINTS ON LITES A7 1/4 POINTS ON LITE5 y 48" 56.1 56.1 90.0 90.0 10 WIDER THAN 36" 10 WIDER THAN 36" 4'Q'�s lil 1 24' 105.4 105.4 110.0 120.0 5/16" NOMINAL 7/18" NOMINAL 30` 74.0 74.0 110.0 120,0 WINDOW LENGTH GLASS TYPE '2' GLASS TYPE '3' 36' 72' 59.2 59.2 90.0 90.0 r •_-� 24 d 4 RR"42' 51,2 51.2 90.0 90.0mna48" 49.8 49.8 83.9 83.9 3 o Engr:JAM AHMAD PRODUCT REVISED � a c CML as complying with the Florida n FU.PE d 7p69 Building Code CA.N. 538 AacepleaceNo(�J"C7 )2.I n E?-tion4DaDTTH ANO LENGTH DIMENSIONS CAN BE ORIENTED80VERTICALLY OR HORIZONTALLY AS SHOWN. By NOTE: �4INWat CoraW drawings no. GLASS CAPACITIES ON THIS SHEET ARE Wdl-$3 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 1 sheet 3 of PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES U OF IMPACT RESISTANT WINDOWS OF IMPACT RESISTANT WINDOWS OF IMPACT RESISTANT WINDOWS OF IMPACT RESISTANT WINDOWS OF IMPACT RESISTANT WINDOWS m NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED I REFER TO SHEETS 6 AND 7 REFER TO SHEETS 6 AND 7 REFER TO SHEETS 6 AND 7 REFER TO SHEETS 6 AND 7 REFER TO SHEETS 5 AND 6 0 FOR INSTALLATION DETAILS FOR INSTALLATION DETAILS FOR INSTALLATION DETAILS FOR INSTALLATION DETAILS FOR INSTALLATION DETAILS iii n j WINDOW DIMS. GLASS TYPE'6' WINDOW DIMS. CLASS TYPE'8' WINDOW DIMS. GLASS TYPE'6' WINDOW DIMS. GLASS TYPE'8' WINDOW DIMS, GLASS TYPE'6' Q WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EM,(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT W.(+) INT.(-) I+13 � a 2q' 110.0 195.8 24' 110.0 120.0 24' 110.6 120.0 24' 70.0 70,0 19-1/8" 110.0 210.0 S (� 0 30' 110,0 156.6 30" 110,0 120.0 30' 90.0 90,0 30' 70.0 70.0 26-1/2' 110.0 180.7 0 O v 36" 110.0 130.5 36' 90.0 90.0 36'- 90.0 90.0 33" 70.0 70.0 37' 26" 1100 180.7 Qj 42' 36" 110.0 120.0 42" 90.0 90.0 42" 70.0 70.0 36" 132" 70.0 70.0 53-1/8" 110.0 120.0 a o n 48" 110.0 120,0 48' 90.0 90.0 4$' 70.0 70.0 39' 50.0 50.0 19-1/8" 110.0 210.0 V v 54" 110.0 120.0 54' 70.0 70.0 48" 70.0 704 42" 50.0 50.0 26-1/2" 38-3/8" 110.0 177,3 60" 110.0 120,0 57" 70.0 70.0 51" 70.0 70.0 45" 50.0 50.0 37" 110.0 120.0 q Q d 24" 110.0 193.6 60' 70.0 70.0 54' 84" 70.0 70.0 48' 50.0 50.0 53-1/8" 110.0 120.0 0 dyyO N IY 30" 110.0 156.6 63' 66" 68.6 68.6 57" 70.0 70.0 24" 70.0 70,0 19-1/8" 110.0 210.0 3 36" 110.0 120,0 66" 65.5 65.5 60" 50.0 50.0 30' 70.0 76,0 26-I/2" 110.0 169.7 Y Ilj r 50-5/8" 42" 42' 96.9 111.9 69' 65.5 65.5 63' 50.0 $0.0 33' 70.0 70.0 37' 114.0 120.0 4 48' 96.9 111,9 72' 65.5 65.5 66' 50.0 50.0 36" 144" 50.0 50.0 53-1/8' 85.3 85.3 54' 96.9 111.9 75' 50.0 50.0 69" 50.0 50.0 39" 60.0 50.0 10-1/8" 110.0 204.6 ='7 60' 90.0 90.0 78' 50.0 50.0 72' 54.0 50.0 42" 50.0 50.0 26-1/2" 110.4 1204 3 24" 1140 164.4 81" 50.0 50.0 75' 50.0 50.0 45' 50.0 50.0 37" 63' 110.0 120.0 a 30" 110.0 120.0 84' 50.0 50.4 24" Ilom 120.0 24' 70.0 70,0 53-1/8" 81.3 81.3 z i y n 36' 110,0 120,0 87' 50.0 50.0 30' 90.0 90.0 30" 70.0 70.0 19-1/8- 110.0 120.0 h 42' 48" 96.9 111.9 2$ 110.0 120.0 36' 90.0 90.0 33" 156' 50.0 50.4 26-1/2" 110.0 120.0 W i 48" 84.8 97.9 30" 110-0 120.0 J9' 76.0 70.0 36' 50.0 50.0 37" 74-1/4" 90.0 90.0 � Q 54" 90.0 90.0 36' 90.0 90.0 42" 70.0 70.0 39" 50.0 50.0 53-1/8" 70.0 70.0 O 60" 90.0 90.0 42' 90.0 90.0 45' 70.0 70.0 WOW WIDTH W � tc 2 N 24" 110.0 177.8 48' 90.0 90.0 48" 70.0 70,0 CO -Z 34" 110.0 120.0 51' 70.0 70.0 51' 86' 70.0 70,0 W V) WINDOW LENGTH O 3:N M 1O 36' 110.0 120.0 54" 70.0 70.0 54" 50,0 50.0 - co 0 t7 I 42" 54' 9619 111.9 57" 70.0 70.0 57' 50.0 50.0 �_--•-� ,/� r1 OZ Z 48" 90.0 90.0 60' 72' 70.0 70.0 60' 50,0 50.0 %� C1 taJ. 54" 80.0 8010 63' 68,6 68.6 63" 50.0 50.0 o '!� I 3/16"HEAT STREN'O GLASS W O_M 60' 80.0 840 66' 65.5 65.5 66" 50.0 50.0 x /f 090'tnterlayer' N V "E 24" 110.0 120.0 69' 50.0 50.0 24" 90.0 90.0 Saflex Clear And Color Glass 30' 110.0 120.0 72" 50.0 50.0 30' 90.0 90.0 By'Eastman Chemical Co.' OR 36" 110,0 120.0 75" 50.0 50.0 33" 70.0 70.0 490'Interlayer 42' 90.0 90.0 78' 50.0 50.0 38" 70.0 70.0 NOTE; Butacite PVB �^ 48" 904 9010 81" 50.0 50.0 39" _ 70.0 70.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED F 8y Nuraray America, Inc.' VERTICALLY OR HORIZONTALLY AS SHOWN. 54' 80.0 80,0 84" 50.0 50.0 42' tO8" 70.0 70.0 Z m 3/16' HEAT STREN'D GLASS c 60" 70.0 70.0 87' 50.0 504 45' 70.0' 70.0 N 1K 60" GE-1200 a R P 63" 70.0 70.0 24' 11010 120.0 48" 50.0 50.0 Nis I SILICONE sia' 66" 70.0 70.0 30' 90,4 90.0 51" 50.0 50.0 I� 69" 70.0 70.0 36" 90.4 90,0 54" 50.0 50.0 II Ii - 72" 70.0 70,0 42' 90.0 90.0 57' 50.0 50.0 l 75' 704 70.0 45' 70.0 70.0 60' 504 50.0 cro-r AT 1/4 POINTS ON UTES !c m 3 78" 70,0 70.0 48' 70,0 70.0 24' 90.0 90,0 ° 8i" 70.0 70.0 51' 70.0 70.0 30" 70.0 70.0 70 WIOER THAN 36' '> - 84" 50.0 504 54" 704 70.0 33" 704 70.0u a o 7j16" NOMINAL 87' 50.0 50,0 57" 78" 70,0 70.0 36" 70.0 70.0 GLASS TYRE '8' _ 60' 70,0 70.039' 70.0 70.0 G 720' Eogr.JAVAD AHMAD PRADUCI'REVISED c o m e 63' 50.0 50.0 42" SOA 50.0 "replying with tha Halide, FtA PE 7592 Building Coda I 66' 50.0 50.0 45' 50.0 50.0 C.A.N,35J )a"O5ri/"/p-/'j,, p L7e 50.0 50.0 48" 50.0 50.0 Acceplea"No- 051pWI8 L5u trntlan Data L/s+ � 504 50.0 51" 50.0 50.0 50.0 50.0' 54' 50.0 50.0 NOTE: I�iiasu ads Prodect d o drawing no. 50.0 50.0 GLASS CAPACITIES ON THIS SHEET ARE MAY 015 WO _$� 540 54.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) shsek 4ot PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOW �v M NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED ao REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WOW.WIDTH REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS 3 WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE'3A' �� WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'3A' O V WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) INT. (-) WINDOW LENGTH 24' 110.0 180.0 110.0 195.8 24` 103.6 103.6 110.0 120.0 19-1/8" 110.0 210.0 110.0 210.0 p 5: IL o 30" 110.0 144.0 110.0 156.6 30" 71.4 71.4 90.0 90.0 wj%. 26-1/2" 110.0 166.2 110.0 180.7 v 36" 110.0 120.0 110.0 130.5 36" 78" 54.0 54.0 90.0 90.0 3 %1 z 26" d 37" 110.0 166.2 110.0 180.7 42" 36" 110.0 120.0 110.0 120.0 42" 48.9 48.9 90.0 90.0 0 //j%. 0 53-1/8" 110.0 120.0 110.0 120.0 48" 107.7 107.7 110.0 120.0 24" 109.4 109.4 110.0 120.0 /�/�/ 19-1/8" 110.0 200.6 110.0 210.0 V 54" 90.1 90.1 110.0 120.0 30" 84' 67.0 67.0 90.0 90.0 -- 26-1/2" 38-3 8" 110.0 163.0 110.0 177.3 O,p 1r'� 60" 79.3 79.3 110.0 120.0 36" 50.2 50.2 90.0 90.0 37" / 110.0 116.8 110.0 120.0 G a0,Q Q 24" 110.0 168.0 110.0 193.6 24' 92.9 92.9 110.0 120.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 53-1/8" 87.0 87.0 110.0 120.0 C�il 30" 11 G0.0 144.0 110.0 156.6 30" 96' 59.8 59.8 90.0 90.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 19-1/8" 110.0 185.7 110.0 210.0 Q 3 00. IR 35" 110.0 120.0 110.0 120.0 36" 44.2 44.2 90.0 90.0 26-1/2 50-5/8" 110.0 133.0 110.0 169.7 IL 2 N c, 42" 42" 102.9 102.9 96.9 111.9 24" 108" 74.0 74.0 90.0 90.0 37" 97.9 97.9 110.0 120.0 J V'm ,�1I 48" 90.3 90.3 96.9 111.9 30" 56.8 56.8 90.0 90.0 53-1/8 70.8 70.8 85.3 85.3 Q w.�• F 54" 79.8 79.8 96.9 111.9 24' 120' 62..5 62.5 90.0 90.0 � 19-1/8" 110.0 1775 110.0 204.6 � 60" 70.5 70.5 90.0 90.0 26-1/2" 104.3 104.3 110.0 120.0 30 a 24' .110.0 160.0 110.0 184.4 • 63" 0 37' 72.9 72.9 110.0 120.0 30' 110.0 120.0 110.0 120.0 53-1/8' 60.1 60.1 81.3 61.3 3 m 36" 107.7 107.7 110.0 120.0 19-1/8" 110.0 120.0 110.0 120.0 0 U) 42' 48" 90.3 90.3 96.9 111.9 26-1/2" 74-1/4' 90.5 90.5 110.0 120.0 x OO 0 48" 80.2 80.2 84.8 97.9 37" 58.8 58.8 90.0 90.0 O LLI C 54' 72.7 72.7 90.0 90.0 w 60' 67.6 67.6 90.0 90.0 CCDD 24" 110.0 143.3 110.0 177.8 Q N N n g 30" 105.6 105.6 110.0 120.0 1/8`TEMP. GLASS 1/8'TEMP.GLASS00 0 3 M 1 36" 90.1 90.1 110.0 120.0 1/8"ANN.GLASS 1/8"TEMP.GLASS N _0 N 42" 54" 79.8 79.8 96.9 111.9 1 O u- (f) -0 48" 72.7 72.7 90.0 90.0 090"Interlayer 090"Interlayer w 0_.. Saflex Clear And Color Glass Saflex Clear And Calor Glass Of 54" 59.9 69.9 80.0 80.0 By 'Eastman Chemical Co: By 'Eastman Chemical Co.' N U , 60" 62.7 62.7 80.0 80.0 OR OR 24" 110.0 120.0 110.0 120.0 090'Interlayer 090"Interlayer Butacile PVB Butacite PVB 30" 93.3 93.3 110.0 120.0 w By'Kuroray America. Inc. p; By'Kuraray America, Inc.' 36" 79.3 79.3 110.0 120.0 m F 60° = 1/8"ANN. CLASS 1 8"TEMP.GLASS o�C 42' 70.5 70.5 90.0 90.0 � � (;( / c'o r Y 48" 67.6 67.6 90.0 90.0 GE-1200 `v ca 0 "'a GE-1200 54' 62.7 62.7 80.0 80.0 SILICONE SILICONE - �a 24" 110.0 119.5 110.0 120.0 I - �� y 30" 87.2 87.2 110.0 120.0 w s 36' 66" 70.7 70.7 90.0 90.0 XL EDGE SPACER XL EDGE SPACER 42' 61.7 61.7 90.0 90.0 ST.STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL' OR 10 AT 1/4 POINTS ALL SIZES OR 10 AT 1/4 POINTS ALL SIZES c v 48" 59.6 59.6 90.0 90.0 OURASEAL BY'QUANEX'' DURASEAL BY'QUANO 0OR 24" 110.0 111.9 110.0 120.0 rn -n'8 SUPER SPACER BY'QUANEX' 3/4" INSULATED SUPER SPACER BY'QUANEX' 3/4" INSULATED `o u 0 W„ 30" 78.6 78.6 110.0 120.0 GLASS TYPE '2A' GLASS TYPE '3A' o 36" 72" 62.9 62.9 90.0 i:z�fl2. 42' 54.4 54.4 90.0 Engr:JAVAD AHMAO PRODUCTREVISED48' 52.9 52.9 90A CML ®complying wilh the Florida n FLA.PE 70592 Duildins Cade r . CAN. 538 AecePtance No)55 15 -tmlion Date Q�A6 By adeProduct drawing GLASS CAPACITIES ON THIS SHEET ARE 0 5 W01-83 BASED ON ASTM E1300-09 (3 SEC. GUSTS) sheet Sof 8 INSTALLATION CONDITIONS (APPLIES TO ALL FOUR IDESS) {�U r; FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 /A T aMo TYPICAL ANCHORS I SEE ELEV.FOR SPACING ; 1/4'ULTRACON 1/4'ULTRACON 0 11-- 0 METAL w I SR2UCTURES Q d fL O O U W v a� ao 1 1 3/8• 1 0 8 a SEALANT �. SEALANT 1 m M f 0 I T.IN 2 t/sC4o MIN.MIN.2-1/2'MIN. 2-1 O 0 N INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2WOOD BUCK TYPE '2' z MATERIAL:PRESSURE TREATED MATERIA PRESSURE TREATED 3: m (n n W TYPICAL INSTALLATION RETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO O ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES w C3 S2 _ � C,4 a 1/4'UL CONS 1/4't�rD UIAO C4^ 1-1/2'EMBED 1 00 O M n ' 912 SMS N �3 I Z z� to 3 0 0 1 3/B' O Q SEALANT SEALANT r!j U m O N ••c• a I_ 2 7/8. c' a.' 2 1/e. o .ATTACHMENT TO N t K BUCK INSTALLATION BY OTHERS aa9UCK INSTALLATION BY OTHERS APPROVED MULLIONS -.2 1'MIN.v 1'MIN. 01919191 INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MATERIALPRESSURE TREATED MAURLe.L PRESSURE TREATED o�o c TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD E„yr JAVAD AHMAD PRDDUCI'REVISED 't o OPAL m cemplyina with the Merida 5i FLA.PE8 70592 Building Cade i CMN.3538 Acceptance No3`/J�' ,o BRIdration Dale 90 8is Dy O WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN 442015 Mi DodeProduct drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. sheet hof g F'. L�{ PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES U V OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS 0 REFER TO SHEET 6 FOR DETMLS REFER TO SHEET 8 FOR DETAILS REFER TO SHEET 6 FOR DETAILS REFER TO SHEET 6 FOR DETAILSWOj,,.W WIDTH 1T1ND0W DIMS. E(T,(4•) WINDOW DIMS. DCT. WINDOW WINDOW DIMS. Dir,(+) WINDOW DIMS. EXT.(+) 3 WIDTH HEIGHT IM.(-) WIDTH HEIGHT IM.(-) WIDTH HEIGHT INT.(-) WIDTH HEIGHT DIT.(-) z 24' 210.0 24' 210.0 24• 210.0 24' - 210.0 z WINDOW LENGTH Q F .30' 210.0 30' 210.0 30' 210.0 30' 180.6 Z 36' 210.0 36• 210.0 36' 185.2 36' 155.6 3 /% 0. 42' 210.0 42' 207.8 42' 168.1 4Y 108• 137.9 9 %%• i 0 1>01 U 46' 210.0 48' 200.0 48' 156.3 48• 125.0 I 54' 210.0 54' 187.5 54' 148.1 54• 115.2 3 Q:O u 60' 190.5 60' 161.6 60' 142.9 60' 107.7 NOS: o 63' 36' 177.6 63' 54' 148.1 63' 72, 141.1 63' 104.6 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED O c�1 c ss' 208.3 66' 170.9 66' 139.9 24' 210.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE O y Q(H 69' 196.1 69' 158.7 69' 1.39.1 30' 182.9Q ca 72' 185.2 72' 148.1 72" 138.9 36' 156.9 �i 4 75' 175.4 75' 136.9 75' 128.2 427. 120' 138.5 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) LZ 0-a 76' 166.7 79' 130.7 78' 119.0 48' 125.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES j u m 87' 190.5 81' 148.1 81' 133.3 54' 114.7 1-1/2" MIN. PENETRATION INTO WOOD a 92 84' 181.6 84' 140.4 84' 125.0 24' 210.0 137' 173.9 87' 133.3 87' 117.6 30' 184.6 THRU 1 B BUCKS INTO CONC. OR MASONRY O 90' 166.7 9o' 127.0 1 90' 111.1 36' 132' 157.9 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 a 2a' 210.0 24• 210.6 24' I 210.0 42' 139.0 DIRECTLY INTO CONC. OR MASONRY CI 30' 210.0 30' 210.0 30" 19D.5 46• 125.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 3 36' 210.0 36' 190.5 .36' 166.7 24' 204.5 0011 42' 210.0 42' 175.6 42' 150.4 30' 744• 167.4 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) X a 48' 210.0 48' 766.7 46' 138.9 36' 142.9 INTO METAL STRUCTURES ei O w 54• 207.8 54' 161.6 54• 130.7 427 125.4 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) a O m so' 175.8 so' 150.0 so' 125.0 48' 112.5 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) z i-- LL 163.3 63' 145.5 63' 122.9 24' 208.3 2 43 47.' so' 76' (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) V) a c fib' 190.5 66' 160.0 68' 121.2 JO' 158' 170.2 W (A n N 69' 176.6 69' 153.8 69' 119.6 as" 144.9 412*SMS OR SELF DRILLING SCREW (GRADE 2 CRS) p �:CJ;; 10 72' 168.1 72' 142.9 72' 119.0 42' 127.0M p 3 M m 75' 158.7 75' 133.3 75' 118.5 INTO MIAMI-DA DE COUNTY APPROVED MULLIONS (MIN. THK. = 1/B") N Z Z.(NO SHIM SPACE) 78' 150.4 78' 125.0 78' 118.3 to �i p W p 3 ei' 171.4 e1• ut.2 131• 118.3 TYPICAL EDGE DISTANCE 84' 163.3 84' 133.3 Ba• 116.3uj PERFORMANCE VALUES INTO CONCRETE AND MASONRY = 2-1/2" MIN. U o r 87' 155.8 137' 126.3 87' 115.4 OF INSTALLATION ANCHORS INTO WOOD STRUCTURE = 1" MIN. 0 90' 149.1 9o' 120.0 24' 210.0 REFER TO SHEET 5 FOR DETAILS INTO METAL STRUCTURE = 3/4" MIN. 24' 210.0 24' 210.0 JO' 208.7 WINDOW DIMS. EXT (+) 1' 210.0 30• 210.0 36' 181.6 WIDTH HEIGHT INT.(-) WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 36' 210.0 36' 2013.3 42' 163.3 19-1/8' 210.0 CONCRETE AT HEAD,SILL OR JAMBS 1'o = 3000 PSI MIN. N C-90 HOLLOW FILLED BLOCK AT JAMBS Pm =2000 PSI MIN. S 42' 210.0 42' 180.b 48' 150.0 28-i/2' 26' 210.0 N 48' 210.0 48' 178.6 54' 84' 140.4 37' 210.0 O 54' 200.0 54' 170.9 60• 133.3 53-1/8' 210.0 - o 80' 166.7 60' 180.0 83' 130.6 79-1/8' 210.0 epi z a 63' 153.8 63' 145.1 66' 126.3 26-1/2' 210.0 g g= 48' 66' 38 66" 178.6 66' 165.3 69' 126.5 J7' 210.0 69 166.7 69' 157.5 72' 125.0 53-7/6' 210.0 72' 156.3 72' 739.8 75' 123.9 19-1/8' 210.0 p N 75' 147.1 75' 126.9 78' 116.3 26-1/2' 50_5/6' 210.0 •5 O'o B E 713' 136.9 78' 121.2 BI' 122.6 37' 210.0 2 u o 81' 157.9 a1' 136.4 24' 210.D 53-1/8" 204.5 0 '84' 150.0 a4' 128.3 30' 177.8 19-1/8' 210.0 87' 142.9 87' 121.2 36' 153.8 26-1/2' 6J, 210.0 Eng..JAVAD AHVAD PRODUCT REVISED Q 0 0 90' 136.4 90' t U.9 42' 131.1 3T 174.8 CML m complying with lho Florida N N FLA.PE yy 70592 Building Codo 48' 96' 125.0 53-1/8' 148.6 CA.3538 Acxplanco Na 54' 115.9 19-1/B' 210.0 E kation Dal, r2O18 •q A g SO' 109.1 26-1/2' 74-1/4' 210.0 By o 63" 106.3 37' 174.5 ^ Mi 'Dado Produce Cul vol 66' 103.9 53-1/8' 14E,7 MAY ) drawing n0. 69' 101.6 W01-83 72' 100.0 sheet 7 o g PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ,AALUMINUM BUCK FRAMING DETAILS U � OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK - REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACIRES m INSTALLAT ON ANCHORS INSTALLAT ON ANCHORS 1NSTALLAT ON ANCHORS INSTALLATION ANCHORS USE LOWER APPLICABLE VALUES, � I ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS o WINDOW DIMS. AT 17"O.C. AT 10"ox WINDOW DIMS. AT 17'O.C.AT 10"O.0 WINDOW DIMS. AT 17'O.C. AT 10'O.0 WINDOW DIMS. AT 17"O.C. AT 10"O.0 2.500 EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) �^II .845 Z WIDTH HEIGHT IM.(-) INT.(_) WIDTH HEIGHT INT.(-) INT.(_) WIDTH, HEIGHT INT.t-) INT.(-) WIDTH HEIGHT INT.(-) INT.(-) 845 ''"" I .085 O 24" 207.8 210.0 24' 158.3 211.0 24' 138.5 193.9 24' 121.2 190.4 .065 .592 h- I I Q t�J 30' 189.9 210.0 30' 136.4 204.6 30' 116.6 163.3 30" 100.1 157.3 T � O G p 39" 184.7 210.0 36' 123.1 184.7 36' 102.6 143.6 36' 86.2 135.4 .562 1.125 3�^ U 42" 138.5 184.7 42" 115.1 172.7 42' 93.1 130.4 42' 108" 76.4 120.1 L 48' 147.7 184.7 48" 110.6 166.2 48' 08.6 121,2 1. 69.3 108.8 1.436 �0 54' 123.1 184.7 64' 109.4 164.1 54' 82.1 114.9 54' 63,8 100.3 •125 .903 I-- 0�'I n 60' 105.5 158.3 60' a95 134.3 60' 79.1 110.8 60' 59.7 93.8 0 O 63' 98.5 172.4 63' 92.1 143.6 63" 78.2 109.4 6S' 57.9 91.0 ALUMINUM BUCK OPTIONAL COVER_ �•tt o° 36' 54' 72" 6063-T6 6063-T6 0 IL Q Q y 66' 115.4 161.6 66" 94.7 132.6 68' 77.5 108.5 24' 123.1 184.7 0 0 h O 1p 69" 108.6 152.1 69" 87.9 123.1 69' 77.1 107.9 30' 101.3 152.0 Ix y y dd� 72' 102.6 143.6 72" a2.1 114.9 72' 76.9 1073 36' 86.9 130.4 f 3 a 75' 87.2 155.5 75' 78.9 123.1 79' 71.0 I07.7 42" 120' 78.7 115.1 #14 SMS {a{.-y.y 76' 92.3 147.7 78' 724 115.9 7B' 66.0 1055 48' 69.3 103.9 AT 6"FROM ENDS (g g J 17"O.C.MAX. 4�I 81' IOSb 140.7 81" 82.1 109.4 81' 73.9 98.5 54' 63.5 95.3 Q E AT HEAD/SILL/JAMB 84' 100.7 151.1 84' 77.8 116.6 84" 69.3 103.9 24" 124.7 160.1 O 87" 96.3 144.5 87" 73.9 110.6 87' 65.2 97.8 30' 102.3 147.7 90' 92.3 138.5 9D' 70.3 105.5 90' 61.6 92.3 36' 132' 87.5 126.4 _ Oo n 24' 166.2 210.0 24" 136.5 207.8 24' 125.9 201.5 42• 77.0 111.2 '^ I Z iO 30' 147.7 197.0 30" 118.2 177.3 30" 105.5 168,8 48' 69.3 100.0 A 36' 138,5 184.7 36" 105.5 158.3 36' 92.3 147.7 24' r79.i 188.9 Vii 0 42" 135.7 180.9 42' 97.4 146.1 42' 83.3 133,3 30" 154.8 X O 48' 135.7 175.9 48' 92.3 138.5 48" 76.9 123.1 36' 144' 131.9 L0 W54' 115,1 172.7 54" 89.5 134.3 54' 72.4 115.9 42' 115.8 W O W 60' 97.4 146.1 60' 88.6 133.0 60' 59.3 110.8 48' 103.9 4 ° ° Z 63' 9D.4 1583 63' 80.6 133.0 fi3' 78" 68.1 108.9 24' 115.4 184.7 n a.42.1/2'YIN. a - N FE N o fDCf 01ST: i%4*-DIA.'ULTRACON W "N� m 66" 42" 105.6 147.7 66' 60" 88.6 129.3 66' 67.2 107.4 30" 155' 94.3 150.9 - a 1=1/4' MIN. CONC. EMBED O 3 � 89" 98.9 138.5 69" 85.2 119.3 69' 66.4 106.3 36' 803 128,5 ° ° AT 6'FROM ENDS 00 O M n 72" 93.1 130.4 72" 79.1 110.8 72' 66.0 105,5 42' 70.3 112,8 'SEE CHART FOR.SPACING M O 3 N TYPE '5' AT HEN 75' 87.9 140,7 75' 73.9 118.2 75' 65.7 105.1 -INSTALLATION AD/SILL/JAMB Z Z I N 0 78' 83.3 153.5 76' 69.3 110.8 78' 65.6 104.9 PERFORMANCE VALUES 81" 95.0 126.6 81' 78.2 104.3 81' 65.6 97.4 OF ALUMINUM BUCK I Of �' O 84' 90.4 135.7 84" 731 110.8 Ba' 65.6 102.3 INSTALLATION ANCHORS AHCIIORS ANCHORS 87' 86.3 129.5 BY 70,0 105.0 87" 63.9 95.9 WINDOW DIMS. AT 17'O.C.AT l0'0. I #14 SMS 90' 82.6 123.9 90" 66.5 99.7 24' 138.5 207.8 EXT.(+) EXT.(+) AT 6"FROM ENDS 24' 104.7 210.0 24' 153.9 210.0 30' 115.6 173.4 WIDTH HEIGHT INT.(-) INT.(-) 17"O.C. MAX. W. 161.2 201.5 30' 130.4 182.5 36' 100.7 151.1 18-1/8' 210.0 210.0 IA AT HEAD/SILL/JAMB 36" 147.7 164.7 36' 115.4 161.6 42' 90.4 135.7 26-1/2' 26, 210.0 210.0 42' 135.7 175.9 42' 108.6 147.7 48" 83.1 124.7 37' 191.8 210.0 \_ y DUCT RBVISBD o rc n 5 48' 138.5 173.1 48' 96.9 138.5 54' B4. 77.8 116.6 53-1/8' 152.9 210.0 plying vviM lha Plotida ,•,o W IIu 1118 Code 54' 110.8 160.2 54' 94.7 1326 60" 73.9 110.8 19-1/8" 210.0 210.0 tanceNO)55-0512.�� o 60' 92.3 138.5 W' 88.6 129.3 63' 72.4 108.5 26-1/2' 179.7 210.0 I EN tralion Date w u u u -3/8. 1' 6J' 852 149.2 63' 80.4 128.5 66" 71.1 106.7 37" 162.7 210.0 By 66" �. 98.9 138.5 66" 66' 91.6 1211.2 69' 70.1 105.1 53-1/8• 122.5 183.s n' eda Product Iltrel 69' 92.3 129.3 69' 63.9 117,5 72" 69.3 103.9 19-1/8' 203,2 210.0 iil + n c�- 72" 88.8 121.2 72" 77.5 108.5 78' 68.0 102.9 26-1/2' 161.1 201.4 1'MIN. 1/4" DIA. ULTRACON 75' 81.5 130.4 75" 71.9 115.1 78' 65.6 102.3 50-5/8' 1-1 4'MIN.CONC. EMBED 37' 134.2 167.8 AT fi FROM ENDS �o u o w 78' 78.9 123.1 78" 67.2 107.4 81' 67.9 97.3 53-1/B" 113.3 155.8 SEE CHART FOR SPACING O B1' E7.5 116.6 81' 75.5 100.7 24" 118.7 197.9 19-1/8' 156.1 210.0 AT HEAD/SILL/JAMB 84' BJ.I 124.7 84" 71.1 108.7 JO' 98.5 164.1 26-1/2' 63• 121.0 210.0 " Engr:JAVA.AHMAD 411 4 87' 79.1 118.7 87" 87.2 100.7 36' 85.2 142.1 37' 96.9 169.6 INSTALLATION TYPE 'g' CIVIL gL 90" 75.5 113.3 90" 63.8 95.4 42' 76.0 128.6 5J-1/8' 82.4 144,2 29Y WOOD BUCK OR WOOD STRUCTURES SCAN.3538 92 {8' 96' 69.3 115.4 19-1/8' 111.2 210.0 a •• 54' 64.2 107.1 26-1/2' 123.4 197,4 74-1/4' 60" 60.4 100.7 37' 96.7 154.7 1 '04 2015 83' 58.9 98.2 53-1/8" 78.7 126.0 drawing no. 66' 57,6 95.9 69' 56.4 94.0 TYPICAL INSTALLATION DETAIL w01-83 7z• ss.a 928 ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM sheat gof g