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HomeMy WebLinkAboutNotice of Acceptance File Copy MIAM1•DADE MIAMI-DADE COUNTY- 781111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 11238"Aluminum Project Out Window-L.M.I. APPROVAL DOCUMENT: Drawing No.W99-04,titled"Series 238 Alum.Project Out Window", sheets 1, 1.1,.2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision I 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 NtA number preceded b;the words Miami-nade Cminty, 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#14-0915.08 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,rerez,P.E. NOA No.15-0512.21 MfAMI DADE COUNTY I4 x iration Date: October 31,2018 1�jd l(Cj roval Date: September 17,2015 MAR.0 -9 2017 Page 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Sicbmitted under NOA's No. 96-0717.04 and 99-0329.02) 2. Drawing No. W99-04,'titled"Series-238.A1um. Project Out Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision I 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, DurasealO 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,Duraseale 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)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up dr and installation-di minuru�casement project-out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, dated 08/08/08, all signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 08-1010.03) Manuel ere Product Control Ex min r NOA No. 15-0 .21 Expiration Date: October 31,2018 Approval Date: September 17,2015 - E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum project-out window,prepared by Hurricane Engineering &Testing,Inc. Reports No. HETI-08-2143, HETI-08 2144, HETI-07-4298 and HETI-07-4287, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font,P.E. (Submitted under NOA No. 08-1010.03) 6. Test reports on: 1)Air Infiltration Test,per SFBC, PA 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 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum casement, project-out and fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-1055 and FTL-1019, dated 10/18/94, signed and sealed by Yamil Kuri,P.E. (Submitted under NOA No. 96-0717.04) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up.drawings and installation diagram of an aluminum casement window,prepared by Hurricane Test Laboratory, Inc.,Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 09/08/96 and . 12/23/98 respectively, all signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA's No. 96-07717 04 and 99-0329.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5'h Edition (2014),dated 09/03/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14-0915.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel Per Product Control E amin r NOA No. 15-Onl.21 Expiration Date: October 31,2018 Approval Date: September 17,2015 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for then "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Brrtacite0 PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. _ 4. 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-5t1'Edition (2014),and of no financial interest, dated 09/03/14,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Szzbntitted tinder pz eviou$NOA No. 14-0915.08) 2. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, issued by Hurricane Test Laboratory,Inc., dated 08/08/08, all signed and sealed by Vinu J.Abraham,P.E. (Sit bin itted zzz:der NOA No.08-1010.03) 3. Test Proposal for the qualification of Butacite©PVB glass interlayer by Kuraray America, Inc., as well as Dzzraseal©and Super Spacere 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. 14-0915.08, issued to CGI Windows & Doors for their Series "238" Aluminum Project-Out Window - L.M.I. approved on 02/05/15 and expiring on 10/31/18. Manu@ P P.E. Product Control finer NOA No. 15-0512.21 Expiration Date: October 31,2018 Approval Date: September 17,2015 E-3 GENERAL WINDOW SECTIONS FLANGE FRAME xlNDow WIDTH �U VENT WIDTH q Q— WW-2' z J D.L. OPC. 7 I ww-7' y^ f'W I 6'MAX.TYP. T SNUBBER C RNERS I ° o O O Qj a 2 D a o / \ 06 v 3 t9 C II /II II\ II Q' W pl i g 6 FF_��_=j _ � -k�:R ¢ Q a�m amS8 W t y/ ii /.III \il Q�+�LLgG, ----TI-----I \ x g 4 W f c Li o 0 n FOR GLASS TYPES, _______ 14 t/2' t s" j --- --- REFER TO ------- Mnx. MAX. SHEETS 3 AND 4, 10'OR 17' o �' 3 `� O w 7 R 8 FOR CAPACITY SURFACE APPLIED .- C]K 2 FALSE HUNTINS O I 3 - 2 I/Y 12PT10NAL forD.L. OPO. I D.L.OPG. d I. VENT WIDTH = TYPICAL ELEVATION �o VENT WIDTH 1' (RANGE FRAME) —r 3 N riy WINDOW WIDTH o j WINDOW WIDTH eD L]3 M Al EXTERIOR o I I d = i � 3 S C- I 6 MAXIM MULTI POINT LOCK 0 3 9A BY'TRUTH' _ LOCKS 8 ALT.TO CAM LOCKS B 2 01 2 ALL SIZES MAX.WOW. LOCK O WIDTH POINTS B 42• 2 FOR MULLION/MULTIPLE UNITS, REFER TO `o 63' 3 SEPARATE CGI MULLION N.O.A. Q 64" 4 = 7 o u 1 INSTRUCTIONS: NOTES, THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. 'm THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SHUTTERS ARE NOT REQUIRED." >;'S S IR 8 USE CHARTS AS FOLLOWS. > REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY :! 0.4 — STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED HURRICANE ZONE(HVHZ). O ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. LOADS TO THE STRUCTURE. i •� Ergr.JAVAD AIiMAD � SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CML PRODUCT REVISED ry a a�IE�-.Z ANCHORS SHALL DE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CAPACITY OF DESIRED GLASS SIZE E. RA PE 70592 /� EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. � a+cumplyiiig with l}1e Plorido o CAN. 53B Udilding Cade STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Acce Imme'Nn�r?'OJ�2• � s WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED NOT PART OF THIS APPROVAL. iwllmtlD DIE 8 b IN STEP I ABOVE. STEP IF ALUM] UN BUCK SYSTEM IS USED USE CHART ON O A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 4 drawing no. SHEET 7N TO DETERMINE CAPACITY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 1 4 2015 MByr +deprodurl .,W99_O4 $TEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,3 AND 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 7 qi r y 2 5/8' 2.075 1.757.768 U cf p2 625 �- 5 1.000. 1.307 .090 TYP. 'Z % 1.875 Q_ 2.625 a 2.215 2F .465 y --d 1.438 O Qj i-\ .OBO TYP. 1.222 Q G a tt CORNER KEY CORNER KEY v r�ro1 .060 THICK ST.STEEL .062 THICK ALUMINUM FLANGE FRAME VENT (5/16' LAM. GLASS) Q a40 2.075 -1.757 .768F_ Q K 3 N .090 TYP. LL Zy y= 1.057 l.875 ,720 Q W 2 0 T C 2.465 2.715 L 1.438 VENT CORNER .080 TYP. o �I _z 1.624 3 n VENT (INSUL. LAM. GLASS) O to ALL FRAME AND VENT CORNERS TO BE EQUAL LEG FRAME w SEALED WITH GE SILPRUF OR EOUIV. 1.757 U O ri! ITEM PART d QUANTITY DESCRIPTION MATERIAL MANF./SUPPIJER/REMARKS O O 1 COI-373 4 FLANGE FRAME 6063-T6 INDALIX OR EQUIV. a LL IA CGI-397 4 EQUAL LEG FRAME 6063-T6 INDALIX OR EOUIV.� .090 TYP. Ad=N o 2 COI-378 4 VENT(5/16'LAM.CLASS) 6963-TG INDALIX OR EQUIV. 1.875 �I N M 5 20 CCI-381 4 VENT(INSUL LAM.GLASS) 6063-TU INOALD(OR EQUIV. I^ Vl 720 O r<] n 2C CCI-385 4 VENT(7/16'LAM.CLASS) 6063-T6 INDALIX OR EQUPV. L 1.438 00 00 3 CCI-375 4 OGEE GLAZING BEAD 60 33-15 INDALEX OR EOUN, I 3A CGI-396 4 SQUARE GLAZING BEAD 6063-75 INDALEX OR EOUrV. w 3 00 - 4 4 - 4 .060 THICK CORNER KEY ALUMINUM - 1.347 w (.7 p Q 5 - 8 .060 THICK CORNER KEY ST.STEEL - to f.J'- 6 AP-425 AS REOD. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS VENT (7�16` LAM. GLASS) 0 7 0200 X19D AS REOD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON q7�548 35-10-00-101 2/VEM 4 BAR HINGE.AT JAMBS STEEL 7RUTH.ATTACHED W/(6)Ie X 3/8'SS SMS9 24-13-OD-202 2/VENT FACE MOUNT LOCK STEEL TRUTH,ATTACHED W/(2)A8 X 3/8'SMS .39A 2/VENT MULTI POINT LOCK - - B30 10 2/VEM .110 THCK LOCK KEEPER,AT FRAME JAMB FACING LOCK STEEL CGI,ATTACHED W/(2)010 X 3/8'SS SMSORNER FRAMEAND #10 X 1-1/4'SS SMSFFFF7 I I 12 - 2/LITE SETTING BLOCKS EPOM DUROMETER 80t5 SHDRE A� 2 u' CGI-375: OGEE GLAZING STOP w p� g�$ I I 11 ,808 830 0 oo R+ r n o 0 I .617 ��wwoz_ CGI-396: SQUARE GLAZING STOP _ Engr.JAVAD AHMAD t o_ CML N FLA.PE 70592 PItODUC?REVLSRD CAN.�538 as cnmplyivg Lvilh the Florida o building Code }' � AKcplencrNo�r7'OJY')2�.�21� 9 FRAME CORNER B.Piwliglt Dak�r'/.�+�8 O 4 2015 pT drawing no. TA,wn' tulcProduclCa a W99-04 sheet 2 of 7 3/16'ANN. GLASS 3/16'HEAT STREN'O CLASS �V -1/8'ANN.CLASS .075'Saffex CP With PET Cora By'Eastman Chemical Co.' .075"Saflax CP With PET Core IF o .090"Saffex Clear And Color Gloss .090'Saffex Clear And Color Glass By 'Eastman Chemical Co.' ,v Q, T� ey'Easlmon Chemical Co.' By 'Eastman Chemical Co.' .090'Sollex Clear And Color Glass 3 INTERLAYERS-{ INTERLAYERS By 'Eastman Chemical Co.' Z L .090"Butacite PVB .090`SentryClos INTEflLAYERS 0 F. By'Kuraray America, Inc.' By 'Kuroroy America, Inc.' .090'SentryGlos F w By'Kuraray America, Inc.' .090acite PVB 2y fL G M A/6"ANN.GLASS By 9"KurBarutay America, Inc.' .090"Butacite PVB ¢g a o By'Kuraray America. Inc.' O Ct SILICONE 3/16"ANN. CLASS ? re a GE-1200 �I �I 3/16"HEAT STREWO GLASSOW 995 i '1 it ➢OW 99 I SILICON 1200E I SILICONE It t DOW 995 t G£-1200 I I p W lit I DOW 899 '� I DOW 995 I I 0IL>M 0 ILDOW 899 SQUARE BEAD OPTIONAL 0-a n- ALL CLASS TYPES 12 1/4 OCR THANNTS 36"ON LRES AT 1/4 72 WIDER THANN36'ON LITES AT 1/4 12 WDER THANNTS 36 ON LRES LL Z y= 6/16" NOMINAL 7/16" NOMINAL 7/16" NOMINAL _ d GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' Q 11 F PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED N REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS Z m WINDOW DIMS. GLASS TYPE'2' rGLABSTYPE'3' GLASS TYPE '6' WINDOW DIMS. GLASS TYPE '2' GL.ASS TYPE '3, CLASS TYPE'a, WINDOW DIMS. GLASS TYPE'2' GLASS TYPE'8' GLASS TYPE '6' 3WIDTH HEIGHT EXL (+) 1NT.(-) INT.(-) EXT.(+) 1NT. (-) WIDTH HEIGHT EXT.(+) 1W.(-) EXT. (+) 1NT.(-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) INT.(-) EXT.(+) 1NT. (-) EXT.(+) 1NT,24" 110.0 195.0 195.0 110.0 105.0 24" 110.0 138.8 110.0 195.0 110.0 195.0 26" 110.0 195.0 110.0 195.0 110.0 195.0 0 K28' 110.0 195.0 195.0 110.0 195.0 28" 110.0 118.9 110.0 195.0 110.0 195.0 38-3/8" 110.0 190.8 110.0 195.0 110.0 195.0 U 0 .�i30" 110.0 194.3 195.0 110.0 195.0 30" 110.0 111.0 110.0 195.0 110.0 195.0 19-1/8" 50-5/8" 110.0 144.E 110.0 195.0 110.0 195.0 1 C,O36' 110.0 161.9 195.0 110.0 195.0 42' 36" 92.5 92.5 110.0 120.0 110.0 120.0 63" 104.2 104.2 110.0 195.0 110.0 195.042' 110.0 138.8 195.0 110.0 195.0 42" 79.3 79.3 110.0 120.0 110.0 120.0 74-1/4' fi3.0 63.0 110.0 195.0 110.0 120.0 24" 48' 110.0 121.4 195.0 110.0 195.0 48" 69.4 69.4 110.0 120.0 110.0 120.0 26, 110,0 195.0 110.0 195.0 110.0 195.0 < 3 C4t!1 `$ 54' 107,9 107.9 110.0 195.0 110.0 195.0 54' 61.7 61.7 110.0 120.0 110.0 120.0 38-3/8 110.0 137.5 110.0 195.0 110.0 195.0 m 0 3 H1 m 60' 95.4 95A 110.0 195A 110.0 120.0 24' 110.0 121.4 110.0 195.0 110.0 195.0 26-1/-, S0-5/8' 104.3 104.3 110.0 195.0 110.0 195.0 N Z Z j 66' 73.4 73.4 I10.0 120.0 110.0 120.0 28" 104.1 104.1 110.0 195.0 110.0 120.0 63' 77.9 77.9 110.0 120.0 110.0 120.0 1 3 p o 72' 56.1 56.1 110.0 120.0 110.0 120.0 48" N. 97.1 97.1 110.0 195.0 110.0 120.0 74-1/4' 46.6 46.6 110.0 120.0 110.0 120.0 O Q v 78' 43.8 43.8 110.0 120.0 110.0 120.0 36" 80.9 80.9 110.0 120.0 110.0 120.0 26' 110.0 145.4 110.0 195.0 110.0 195.0 N U O f 84' 34.9 34.9 110.0 120.0 110.0 120.0 42" 69.4 69.4 110.0 120.0 110.0 120.0 37" 38-3/8" 98,5. 98.5 110.0 194.5 110.0 120.0 O 24" 110.0 194.3 110.0 195.0 110.0 195.0 45' 60.7 60.7 110.0 120.0 110.0 120.0 50-5/8" 74.7 74.7 110.0 120.0 110.0 120.0 28' 110.0 166.5 110.0 195.0 110.0 195.0 24' 107.9 107.9 110.0 195.0 110.0 195.0 63' 60.0 60.0 110.0 120.0 110.0 120.0 a 30' 110.0 155.4 110.0 195.0 110.0 185.0 28' 92.5 92.5 110.0 120.0 110,0 120.0 26' 110.0 128.1 110.0 195.0 110.0 195.0 's 3G' 110.0 129.5 110.0 195.0 110.0 195.0 54" 30, 86.3 86.3 110.0 120.0 110.0 120.0 42" 3B-3/8" 86.8 66.8 110.0 120.0 110.0 120.0 0 o a 30" 42" 110.0 111.0 110.0 195.0 110.0 195.0 35" 71.9 71.9 110.0 120.0 110.0 120.0 50-5/8' 65.8 65.8 110.0 120.0 110.0 120.0 g¢of K 48" 97.1 97.1 110.0 195.0 110.0 120.0 42" 61.7 61.7 110.0 120.0 110.0 120.0 63-1/8" 26" 101.3 101.3 110.0 195.0 110.0 120.0 54' 86.3 86.3 110.0 120.0 1fO.0 120.0 24" 95.4 95.4 110.0 195.0 110.0 120.0 36-3/8" 68.6 68.6 110.0 120.0 110.0 120.0 W 60, 77.7 77.7 110.0 120.0 I10.0 120.0 so" 28" 83.3 83.3 110.0 120.0 110.0 120.0 66 72" 46.0 46.0 110.0 120.0 110.0 120.0 36" 64.8 64.8 110.0 120.0 110.0 120.0 •• $Y 78" - - 110.0 120.0 - - 24" 73.4 73.4 110.0 120.0 110.0 120.0 NOTE: 24" 110.0 161.9 110.0 195.0 110.0 195.0 66' 26" 64.2 64.2 110.0 120.0 110.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) a W a a= 28' 110.0 138.8 110.0 195.0 110.0 195.0 30' 60.6 60.6 110.0 120.0 110.0 120.0 c 30, 110.0 129.5 110.0 195.0 110.0 195.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 AND FLORIDA RY BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 36" 107.9 107.9 110.0 195.0 110.0 195.0 72" 28" 48.9 48.9 110.0 120.0 110.0 120.0 •� 36" 42' 92.5 92.5 110.0 120.0 110.0 120.0 30' L46. 46.0 110.0 120.0 110,0 120.0 Engr.UAVAD AHMAO pR'ODUCT REVISfiD FTA P A 70592 a9 Cart! I \ 48" 80.9 80.9 1 f 0.0 120.0 110.0 120.0 24" 43.8 110.0 120.0 170.0 1200 P yin6 with Qm E&Qf*538 BuildingCodo 54" 71.9 71.9 110.0 120.0 110.0 120.0 78" 28" 38.1 110.0 120.0 110.0 120.0 Acceplaucr NoE60' 64.8 64.8 110.0 120.0 110.0 120.0 30" - 110.0 120.0 - - E piralian Dale �8 NOTE: 84' 24" 34.9 110.0 120.0 110.0 120.0 Dy drawing nLOAD/AREA LIMITS 28" - 1,D.o ,2o.D - - py 2D15 Mianr rradualCon W99_04 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0. -195.0 PSF = 10.00 SQ. FT. sheet 30f 7 I �I 1/8-TEMP. GLASS 1/8"TEMP.GLASS V E5 AIR SPACE AR SPACE 11� o 1/8•ANN. GLASS 1/8'TEMP.GLASS �Y .075"Soflex CP With PET Core .075'Soflex CP With PET Core 3 By'Eastman Chemical Co.' By'Eastman Chemical Co.' Q �mf .090"Soflex Clear And Color Glass .090'Soflex Clear And Color Gloss F.w $ By'Eastman Chemical Co.' By'Eastman Chemical Co.' SQUARE BEAD N a INTERLAYERS IMERLAYERS IL .090" ButaciteSentyGl .090'ButeciteSentryGl OPTIONAL Q v By'Kuraroy America, Inc.' By 'Kuroray America,Inc.' ALL GLASS TYPES .090' Butacite PVB .090•Butacite PVB �C By'Kuraroy America, Inc.' By'Kuroray America, Inc.' Q 6 7 1a`7 1/8"ANN. GLASS 1/8"TEMP. GLASS „�1 Q' m g XL EDGE SPACER XL EDGE SPACER I 1 Q D.Q 0 ST. STEEL BY 'CARDINAL' SILICONE ST.STEEL BY'CARDINAL' SILICONE Q aY a TO OR_ GE-1200 OR GE-1200 9) ,p DURASEAL BY'QUANEX' DOW 995 DURASEAL BY'QUANEX' DOW 995 a w G OR ➢DW 899 OR ::-'. DOW 899 tL ZJj:0 SUPER SPACER BY'OUANEX' SUPER SPACER BY'QUANEX' j 1; ZZ�V J 12 AT 1/4 POINTS ALL SIZES 12 AT 1/4 POINTS ALL SIZES o 3/4" INSULATED 3/4" INSULATED O GLASS TYPE '2A' GLASS TYPE '3A' 3o N 0 N PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS z 3 NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED m REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS j WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'3A' WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'3A' WINDOW DIMS. I GLASS TYPE'2A' GLASS TYPE'3A' O a WIDTH HEIGHT EXT.(+) TNT.(-) EXT. (+) TNT.(-) WIDTH HEIGHT EXr.(+) 1NT.(-) EXT.(+) 1NT. (-) WIDTH HEIGHT EXr.(+) 1NT.(-) EXr. (+) 1NT. (-) w I OO w S 24" 110.0 195.0 110.0 195.0 24' 110.0 138.8 110.0 195.0 26" 110.0 195.0 110.0 195.0 p 0 x Of 25" 110.0 195.0 110.0 195.0 2B' 110.0 118.9 110.0 195.0 38-3/8' 110.0 190.6 110.0 195.0 0_ 30" 110.0 194.3 110.0 195.0 30' 110.0 111.0 110.0 195.0 19-1/8• 50-5/8" 110.0 144.5 110.0 195.0 FZ-N o O (n UQ n 36• 110.0 161.9 110.0 195.0 42' 36, 92.5 92.5 110.0 120.0 63" 104.2 104.2 110.0 195.0 42" 110.0 138.8 110.0 195.0 42" 79.3 79.3 110.0 120.0 74-1/4" 63.0 63.0 110.0 120.0 n ^ m a3 24' 48" 110.0 121.4 110.0 1 195.0 48' 69.4 69.4 110.0 120.0 26' 110.0 195.0 1 110.0 195.0 N Z Z Lj N 54" 107.9 107.9 110.0 195.0 54" 61.7 51.7 110.0 120.0 38-3/8" 110.0 137.5 1t0.0 195.0 3 0 -n 60' 95.4 95.4 110.0 120,0 24' 110.0 121.4 110.0 195.0 26-1/2' 50-5/8• 104.3 104.3 110.0 195.0 O w ��Q 66' 73.4 73.4 110.0 120.0 28' 104.1 104.1 110.0 120.0 63" 77.9 77.9 110.0 120.0 V) U 72• 56.1 56.1 109.3 109.3 1 45 ' 30 97.1 97J 110.0 120.0 74-1/4" 46.6 46.6 90.9 90.9 1O 78' 43.8 43.8 85.4 85.4 36• 80.9 80.9 110.0 120.0 26" 110.0 145.4 110.0 195.0 84' 34.9 34.9 68.0 68.0 42" 69.4 69.4 110.0 120.0 37" 38-3/8" 98.5 98.5 110.0 120.0 0 0 24' 110.0 194.3 110.0 195.0 48" 60.7 60.7 110.0 118.4 50-5/8' 74.7 74.7 110.0 120.0 28" 110.0 166.5 110.0 195.0 24' 107.9 107.9 110.0 195.0 63' 60.0 60.0 110.0 117.0 0 +a 30" 110.0 155.4 110.0 195.0 28' 92.5 92.5 1f0.0 120.0 26' 110.0 128.1 110.0 195.0 06 o a 36, 110.0 129.5 110.0 195.0 54" 30' 66.3 86.3 110.0 120.0 42" 38-3/8" 86.8 86.8 110.0 120.0 $$ 42" 110.0 111.0 110.0 195.0 36, 71.9 71.9 110.0 120.0 50-5/8" 65.8 . 65.8 110.0 120.0 H E$a 30" 48" 97.1 97.1 110.0 120.0 42' 61.7 61.7 110.0 120.0 53-1/8' 26" 101.3 101.3 110.0 1 120.0 8=3y8 60" 77.7 77.7 110.0 120.0 28' 83.3 83.3 110.0 120.0 NOTE: •• w„.„ so' GLASS CAPACITIES ON THIS SHEET ARE 66' 60.6 60.6 110.0 118.2 30' 77.7 77.7 110.0 120.0 7,° be.o 46.0 89.8 89.8 36' 64.8 sa.e 110,0 120.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) g s g$g 78^ - 6. - 24' 73.4 64.8 110.0 120.0 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 0 24• 110.0 161.9 110.0 195.0 66" 28' 64.2 64.2 110.0 120.0 . 28" 110.0 138.8 110.0 195.0 30' 60.6 60.6 110.0 118.2 30' 110.0 129.5 110.0 195.0 24' 56.1 56.1 109.3 109.3 Engr:JAWD AHMAD PRODUCT REVISED c CML as complyilW wiih ow Florida I 36" 107.9 107.9 110.0 195.0 72" 28' 48.9 {8.9 95.3 95.3 FlA. ,/7�0592 Building Code a 36• s55 1 o5tf 42" 92.5 92.5 11C.0 120.0 30' 46.0 46.0 89.8 89.8 Acecplauce Tb _ 48" 80.9 80.9 110.0 120.0 24' 43.8 43.8 85.4 85.4 E.piraliaa Data 78, AIR 50 54' 71.9 71.9 110.0 120.0 28' 38.1 38.1 74.3 74.3 ITy NOTE: M,en1i xlu Product Control drawing no. 60" 64.8 64.8 110.0. t20.0.. .. B4- 24' 34.9 34.9 68.0 6e.o LOAD/AREA LIMITS D15 W99-04 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. JAY +110.0, -195.0 PSF = 10.60 11sheet 4of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDFS� U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 ll�� TYPICAL ANCHORS �Y SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION Z / TYPICAL ANCHORS TYPICAL ANCHORS 0 BEE ELEV. FOR SPACING SEE ELEV. FOR SPACING N SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION META d f STRUCTURES O o U 13 8' 3/4' / MIN. 0 C 0. SEALANT SEALANT O O M Q�o " � gawp8 1/8' 2 1/8' I � ��pnp 0 MIN. a 'xA L2-11/21-MIN.IN° 2-1/2'MIN.IN° \ Q Z INSTALLATION 'TYPE '1 WOOD BUCK TYPE T INSTALLATION TYPE '2' WODD BUCK TYPE '2' 3 MATE@I9L: PRESSURE TREATED WATER IAL• PRESSURE TREATED <'+ z_ e TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TQ 3 M ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES o N " o w ow O 4 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS a SEE ELEV.FOR SPACING SEE SELEV.HEET FOR SPACING SEE ELEV. FOR SPACING N 0 J SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION J N C4 Q 3 CV f7 e 1 3/8' CD Q 3 M v1 10 SEALANT I I SEALANT z Z NT� o W 3 O� 2 7/8' t-'N 2 1/8'MIN. BUCK INSTALLATION BY OTHERS BUCK INSTALLATION BY OTHERSATTACHMENT TMIN. APPROVED MULLIONS W INSTALLATION TYPE W WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' ° g IA. ESSURE-TREAT IA. RESSURE�R TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL o ry ry n o ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD `0. 4 o x c O ALUM CHANNEL 3/4'X 1'X 3/4'X 1/8' Engr.JAVAD ANNAD 0 2-1/2'LONG CIVIL PRODUCT REVISElD A a AT ANCHOR LOCATIONS M.PE 70592 "minplYing with ft Flod" c x CAN. 538 Building Code Acceptmwe No 15-0512. 18 E I P. Iration DNe B O WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN 2015 Mimi edoPIO&OCo ) drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT, ANCHOR LOCATION W99-04 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIPllsheet 5of 7 „ PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS y ANCHORS TYPE'A'A,'C' ANCHORS TYPE'9' ANCHORS TYPE'A'k'C' ANCHORS TYPE.'R' g�I� 111NOOA DIMS. if/0 SHEAR CLIP WITH SHEAR CUP WITH OR R/0 SHEAR CUP WINDOW DINS. M/0 SHEAR CLIP WITH SHEAR CLIP 1niT1 OR 7T/0 SHEAR CUP rmp 3 WIDTH HEIGHT AT 17"O.C.AT 10"O.C.AT 17"O.C.AT 10"O.C.AT 17"O.C.AT 10"O.C. WIDTH HEIGHT AT 17"O.C.AT 10'O.C.AT 17'O.C.AT 10'O.C.AT 17"O.C.AT 10"O.C. x 24' 195.0 195.0 129.0 193.5 195.0 195.0 24" 186.2 195.0 99.2 158.8 195.0 195.0 0 Z < 28' 195.0 195A 110.8 165.9 195.0 195.0 78' 28' 159.E 195.0 85.1 13fi.1 195.0 195.0 Q f t7 30' 105.0 195.0 154.8 154,8 195.0 195.0 30' i48.9 195.0 79.4 127.0 195.0 195.0 Q /04 U 36" 195.0 195.0 129.0 172.0 195.0 195.0 84' 24' 195.0 195.0 110.6 165.9 195.0 195.0 0 d 42" 195.0 195.0 110.6 147.4 185.0 195.0 28' 177.8 185.0 94,8 142.2 i 185.0 195.0 4. 48' 195.0 195.0 129.0 161.3 195.0 195.0 IV O 24' PERFORMANCE VALUES OF INSTALLATION ANCHORS 54' 185.0 195.0 114.7 172.0 195.0 195.0 0 t h REFER TO SHEEP 5 FOR OEINtS 6W 193,6 t95.0 103.2 154.8 195.0 195.0 ANCHORS TYPE'A'A,'C' ANCHORS TYPE'8' I C>M o 66" I95.0 195.0 117.3 154.2 195.0 195.0 72' 195.0 195.0 107.5 150.5 195.0 195.0 WINDOW DINS, N/0 SHEAR C1R' If1711 SHEAR CUP WITH OR 1T/0 SHEAR CUP tl WIDTH HEIGHT AT 17"O.C.AT IV O.C.AT 17'D.C.AT!0'D.C.AT 17'D.C.AT 10'O.C. CK 11. 1 m K 78' 188.0 195.0 99.2 158.0 185.0 195.0 V O 28" 195.0 195.0 149,4 195,0 195.0 195.0 I 1 3 41 n 84' 195.0 195.0 110.E 165.9 195.0 195.0 GJ y 24' 195.0 195.0 154.8 154.8 19510 195.0 38-3/8" 195.0 19560 151.9 195.0 195.0 195.0 LL Z to o 19-1/0' 50-5/8, 195.0 195.0 153.5 191.9 195.0 19560 Inmry 2 J 28' 195.0 19560 132.7 132.7 195.0 195.0 Q W T1 5 j W. 195.0 195.0 123.8 123.8 195.0 195.0 �� 195.0 195.0 123.3 195.0 195.0 195.0 TI 74-1/4" 195.0 195.0 130.8 195.0 195.0 19560 36' 19J,b 195.0 103.2 137.E 195.0 185.0 0 26' 195.0 195.0 _107.8 181.8 _195.0 195.0 42' 165.9 195.0 88.5 117.8 195.0 195.0 J8-3/8' 19560 195.0 109.6 146.1 195.0 195.0 o N 48' 193.6 19560 103.2 12960 195.0 195.0 z N 30' 26-1/2" 50-5/8' 1950. 1950. 110.8 138,5 195.0 19500 I i 54' 172A 195.0 91.7 137.6 195.0 195.0 3 j 0 195,08 195 0 155. .167.0 195.0 n 60' 154.9 195.0 82.6 123.9 195.0 195.0 63' 69. ZD 7{-1/4' 177.1 195.0 94.4 151.1 195.0 195.0 =O V) 66' 176.0 195.0 93.8 13I.3 195.0 195,0 ,-, 26' 195.0 195.0 115.9 154.5 195.0 195.0 72' I61.J 185.0 86.0 120.4 195.0 195.0 I I Of JB-5/6' 148.8 186.0 79.3 99.2 195.0 195.0 U O W 78' 148.9 195.0 79.4 127.0 195.0 185.0 37" w v 50-5/8" 148.8 108.0 78.3 99.2 195.0 195.0 24" 195.0 195.0 129.0 172.0 195,0 195.0 �U 0,-- 6J" 119.6 f95.0 83.8 111.6 I61.4 f95.0 (q 28' 195.0 195.0 110.6 147.4 195.0 195.0 ANCHORS W/0 SHEAR CIA P ANCHORS WITH SHEAR CIR a 30' 193.6 19560 10362 137.6 195.0 195.0 26" 181,5 195.0 10261 136.1 195.0 195.0 WI F N o 42' 38-3/8' 129.7 173.0 69.2 82.2 195.0 195.0 (n u) n JB" 161.3 195.0 86.0 114.7 195.0 195.0 -I 38 42' 138.3 104.4 73.7 98.3 195.0 195.0 50-5/B' 131.1 16J.8 68.9 87.4 195.0 195.0 Q O N M 48' 161.3 195.0 86.0 107.5 195.0 195.0 53-1/8' 26' 1950. 1950. 107,6 161.4 195.0 195.0 no p N 38-J/8' 136.7 195.0 72.9 109.3 195.0 195.0 N Z Z 54' 143.4 195.0 76.4 114.7 195.0 195.0 I 60' 129.1 19J.6 68.8 103.2 195.0 195.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING w 3 O 24' 195.0 195.0 110.6 147.4 195.0 195.0 W U' p 28' 177.8 195.0 94.8 126.4 195.0 19560 TYPE 'A'- 1/4" DIA. KWIK-CON II BY 'HILTI'(Fu=163 KSI, Fy=157 KSI) v) U W. 165.9 195.0 88.5 117.9 195.0 195.0 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) 42' 36' 138,J 184A 73.7 98.3 195.0 195.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 42' 118.5 158.0 63.2 84.2 179.8 195.0 1-1/2" MIN. PENETRATION INTO WOOD 48" 1353 172.9 7367 92.1 195.0 195.0 54' 122.9 104.4 65.5 9863 185.4 195.o THRU 1BY BUCKS INTO CONC. OR MASONRY " 24' 195.0 195.0 120.0 161.3 195.0 195.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRYo 28 195.0 195.0 110.6 138.2 195.0 195.0 TYPE 'B' - 1/4' DIA KWIK-CON II BY 'HILT['(Fu-163 KSI. Fy-t57 KSI) �" 30' 193.8 195.0 103.2 129.0 195.0 195.0 - � 38' 161.3 195.0 86.0 107.5 185.0 185.0 1/4" DIA, T A ON BY ' O ff.' (Fu=177 KSI, Fy=155 KSI) y u Oe 42' 138.3 172.9 73.7 92.1 195.0 195.0 DIRECTLY INTO CONCRETE 48' 121.0 15163 64.5 80.6 183,5 195.0 1-3/4" MIN. EMBED INTO CONCRETE 24' 195.0 195.0 114.7 172.0 195.0 195.0 TYPE 'C'- 14 SMS OR SELF DRILLING SCREWS N =o e 28' 184.4 I95,0 98,3 147.4 195.0 195.0 fY (GRADE 2 CRS) 0 0 ry 54" 30' 172.1 195.0 91.7 137.6 195.0 195.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") 36' 143.4 195.0 7864 11467 195.0 195.0 INTO METAL STRUCTURES Y- 42' 122.9 104.4 6565 98.3 186.4 195.0 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 24' 193.6 195.0 103.2 154.8 195.0 195.0 ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) 60 28' 165.9 195 ( ) M.0 88.5 132.7 195.0 195.o STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED Engr:JA',,D AHNAD L PRODUCT REVISED s 30' 154.9 195.0 82A 123.8 195.0 195.0 FLl PE 70592 ns complying with thofludd9 i 38' 129.1 19J.6 68,8 103.2 195.0 185.0 TYPICAL EDGE DISTANCE CAN. 538 Building Codc Acccp1911c0140 I d $ 24' 195.0 195.0 117.3 164.2 195.0 195.0 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 18 I? 8 5 Rz Iretlon 0nte 66" 28' 188.6 19560 100.5 14.7 195.0 195.0 INTO WOOD STRUCTURE = 1" MIN. ]0' 176.0 195.0 93.8 131.3 195.0 195.0 INTO METAL STRUCTURE = 3/4" MIN. By � 24" 195.0 195.0 107.5 1505 185,0 195.0 4 2015 A1iam' Adc Pralucl Cal drawing no. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. W99-04 72' 28' 172.9 t95.0 92.1 129.0 195.0 195.0 CONCRETE AT HEAD, SILL OR JAMBS Ye - 3000 PSI MIN. 30' 161.3 t95.0 a6.0 120.4 t95.0 195.o C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. sheet 6of 7 PERFORMANCE VALUES OF PERFORMANCE VALUES OF ALUMINUM BUCK FRAMING DETAILS U Yi ALUMINUM BUCK INSTALLATION ANCHORS ALUMINUM BUCK INSTALLATION ANCHORS" USEREF L q 1/4"ANCHORS 1/4"ANCHORS 1 4"ANCHORS 1 4 ANCHORS TO SHEETS J E V 6 FOR WINDOW CAPACITIES/ / USE LOWER APPLICABLE VALUES. S1ND01T DIMS. INTO MASONRY INTO HOOD WINDOW DIMS. INTO MASONRY INTO 1400D WIDTH HEIGHT DR,(+)/INT.(-) IX1.(+)/04T.(-) WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT(-) Z F m 24' 195.0 195.0 24' 195.0 148.0 H W n 28' 195.0 195.0 28" 1902 126.9 4 a 30" 195.0 195.0 45" 30' 177.E 118.4 0 O Qj 36" 195.0 195.0 36' 148.0 98.7 NOTE: 42" 195.0 169.1 42" 126.9 84.6 ALUM BUCK ANCHORS TO BE INTO a p 48' 195.0 I48.0 48' 111.0 74.0 CONCRETE AT HEAD&SILL. Q a 24' - MAY BE INTO FILLED CMU AT JAMBS. p. 54" 195.0 13116 1. 195.0 1.31.6 V p HHm 60' 177.6 115.4 28' 169.1 112.8 I I a >M o 66' 161.5 107.6 54' 30' 157.9 105.2 j Q 72" 148.0 98.7 36' 131.6 87.7 I 1 W 78' 136.8 91.1 1 42' 1 112.8 75.2 a3� 6 Be 1 126.9 84.6 24" 177.6 110.4 In C7 24' 195.0 195.0 1 60" 28' 152.2 101.5 28' 195.0 195.0 30" 142.1 94.7 30' 195.0 t95.0 36" 118.4 78.9 J6" 195.0 169.1 28" 173.0 115.5 In.IULJ O A14 SMS WVIJ O 42' 195.0 145.0 66' 28' 17J.0 115.3 AT 6'FROM ENDS O AT#146S FROM ENDS Z 28' 48" 190.3 126.9 30' 161.5 107.6 24'O.C.MAX.AT JAMBS 24' O.C. MAX.AT JAMBS 3 ri 17'D.C.MAX.AT HEAD/SILL -- 17 O.C. MAX.AT HEAD SILL S N 54' 169.1 112.8 24' 185.0 123.3 MAX - / 60' 152.2 101.5 72' 28" 158.6 105.7 < N I c usi I O Of 66' 138.4 92.3 30' 14B.0 98.7 N N W O La 72' 126.9 84.8 24' 170.8 113.8 s A O p 78" 117A 78.1 78" 28' 146.4 97.6 A a 84' 108.7 72.5 30' 136.6 91.1 1 I N o 24" 195.0 195.0 Be1. 190.3 126.9 Q N 28" 195.0 195.0 211" 163.1 108.7 �'-a.,° .• .' p O M N. 195.0 189.4 26' 195.0 195.0 a .° an a �° °' 00 00 z Z 36' 195.0 157.9 38-3/8" 195.0 195.0 a 'e. nt/4' DIA. KWIK-CON/ULTRACON #14 SMS I O -Pn 42' 195.0 135.3 is-l/8' S0-5/8' 195.0 176.t 1-3/8'MIN. CONC. EMBED 1-162'MIN.WOOD EMBED l O .. AT 6' FROM ENDS AND AT 6°FROM ENDS AND & (j 30' 48" 195.0 118.4 63" 195.0 141.5 2 1/2"MIN. 24"O.C. MAX. AT JAMBS 24"O.C. MAX.AT JAMBS Vl V"- 54' 195.0 f05.2 74-1/4" 190.1 120.1 EDGE DIST. 17'O.C. MAX. AT HEAD/SILL 1'MIN. 17'O.C. MAX.AT HEAD/SILL 60' 177.6 94.7 26' 195.0 195.0 66" 161.5 06.1 38-3/8' 195.0 167.7 72' 148.0 78.9 26-1/2' s0-5/5" 190.6 127.1 INSTALLATION TYPE '5 INSTALLATION TYPE '6' 78' 136.5 72.9 6T 153.2 102.1 INTO MASONRY 2BY WOOD BUCK OR WOOD STRUCTURES " 24" 195.0 195.0 1 74-1/4" 130.0 86.7 287 195.0 169.1 26" 195.0 177.2 TYPICAL INSTALLATION DETAI ° o w L 30" 195.0 157.9 38-3/8" 135.1 120.1 C 8 a 37' ON ALL FOUR SIDES USING ALUMINUM BUCK SYSTEM 3 367 195.0 131.6 50-5/B° 102.4 91.0 y u o o z 36' 42' 195.0 112.8 63' 82.3 73.1 $ 48" 185.0 90.7 53-1/8' 26' 185.2 123.4 54" 164.4 87.7 38-3/8" 125.4 83.6 60' 1 148.0 78.9 0 o - 2.500 y0$ry Ii&8 28' 163.3 145.1 .845 Y8" 152.2 135.3 845 } •065 O 30" 152.2 135.3 .0654-1 92I 42' 30" 126.9 112.8 1.125 Engr.JAVAD AHMAD 42' 108.7 96.7 .552 I1 CIVIL. PRODUCT REVISED ti 48" 95.1 84.6 9_ ---1 F CAN.y570592 ns cmnplyiIm wilh lhu Ftaila o 1.436 DWIding Code 54" 84.6 75.2 .903 Acceplanle.NO 1S'VPt 2"21)a .125 ErpIr61 ar Date $ O By ALUMINUM BUCK OPTIONAL COVER Ml drowing no. Mian ad6Prabrcl 'a 6063-T6 6063-T6 4AY 15 W99-04 sheet 7 of 7