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Home My WebLink AboutProduct Approval Cy a it r c_ 0 Free Plain Graph Paper from http://incompetech.com/graphpaper/plain/ 6 7 7 0 y � t 1 Free Plain Graph Paper from I)ttp://incompetech.com/graplipaper/plain/ i MIAMI. ile_coPY� ML1MI-RADE COUNTY MM 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.eov/economy CGI Windows and Doors,Inc. 10100 NW 25`s 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_.r_exokc_this_acceptance, if it is determined by Miami-Dade County Product Control Section-tMt this product or material fails to meet the requrcement of the applicable building code. C_ _PA-PPR0V-A-LDUC_1DV0EN_T_! his product is approved as described herein, and has been designomply with the Florida Building ode, including the High Velocity Hurricane Zone. ESCRTPT-IOI`I:-Series"238"AIumi fiftm— -izedA4'�ndow-=L—.M 1 Drawin No.W99-10,titled"Series-238 Alu in Fixed Window sheets 1 through 11 of 11,dated 02/19/99,wrt-revislon ated 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. i 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. A"�'T',2 ITSEI� �' he NOAumbu-pree-e led by the verds-� mi-Dads Ce tmt3-,44erida,end ��,. 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#14-0903.06 and consists of this page I 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. 15-0512.16 MfAMI•flAQECOUNn Expiration Date: October 26,2018 q 18,15 Approval Date: September 17,2015 I Page 1 • i CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 01-0918.01 and) 2. Drawing No.W99-10, titled"Series-238 Aluminum Fixed Window(L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99; with revision J 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 pacer® 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)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 aluminum fixed, casement and project-out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports '` . HETI-08-21:43,— HET-1-08-2444,--HET-11-0-7-4297--and TTI-07-4298,dated 06/27/08 and 07/17/08,all signed and sealed by.Candido F. Font,P.E. (Submitted under NOANo. 08-1-114.06) Manuel Perez,?,.S) Product Control Exa ine NOA No. 15-051'r.16 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-1 • I CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTWIJED) 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)Forced Entry Test,per FBC 2411.3.2.1, 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 series 238 aluminum casement, project-out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. RTL-0080-0301-07 and HTL-0080-0905-07, dated from 10/10/06 to 08/28/07, all signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA's No. 08-1114.06) 6. Test reports on: 1)Air Infiltration Test,per SFBC,PA 201-94 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 a series 238 aluminum fixed window, prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL- 0080-0303-96,HTL-0080-1107-98,HTL-0080-1127-98, HTL-0080-0606-99, HTL- 0080-1020-99 and RTL-0080-0203-99,dated 03/06/96, 09/08/96, 11/10/98, 12/23/98 and 02/05-15/99, 06/07/99 and 10/28/99,all signed and sealed by Timothy S. Marshall, P.E. (Subfnitted under NOA No. 01-0918.01) 7. 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. ATL-1209.01-94, dated 02/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 01-0918.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 08/05/14,prepared by Al-Farooq Corporation,.signed and scaled liv Jawad d- Ahmad,RE.- admitteur yr nrnvialls jy0� n. 14-0903,06) 2. Glazing,complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel erez, Product Control Eza NOA No.15-0ine Expiration Date: October 26,2018 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. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite0 PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 3. 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. 4. 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. 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 undef-previous NOA No. 14-0903.06) 2. Laboratory compliance letters for Test Reports No.RTL-0080-0301-07, HTL-0080-0905-06 and HTL-0080-0905-07, issued by Hurricane Test Laboratory, Inc., dated 08/08/08 and 10/12/06, all signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 08-1114.06) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96, HTL-0080- 0303-96,HTL-0080-1107-98,HTL-0080-1127-98,HTL-0080-0606-99 and HTL- 0080-0203-99, issued by Hurricane Test Laboratory,Inc., dated 03/06/96, 09/08/96, 12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall,P.E. (Subfnitted underNOANo. 01-0918.01) 4. Laboratory compliance letters for Test Report No. ATL-1209.01-94, issued by American Test Lab of South Florida,Inc., dated 02/20/95,signed and sealed by Gerard B. Sullivan, P.E. (Submitter)underNOA No. 01-0918.01) 5. Test Proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America, Inc. as well as Duraseal®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. 14-0903.06, issued to CGI Windows & Doors for their "Series-238 Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring on 10/26/18. Manuel P /ere ,P.E. Product Contro Ex. niner NOA No. - 512.16 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-3 v GENERAL WINDOW SECTIONS WINDOW WIDTH o FLANGE FRAME . VENT WIDTH WW-2� • i�-... D.L. OPG. Q w J -7. 6"MAX.TYP, F"In u HEAD/SILL Q 0. o A i CORNERS 0 v OAT EACH END AND CL C 2 8 18"O.C. ON SHORTER SIDES I O G t7 o 20'O.C. ON LONGER SIDES ii II m O wcu o I I W b F 11 II 1%C qJ N w 3 U N i LL Z N- n a x D a z ' 6 3 5 7 2 N i m SURFACE APPLIED 3 a II II FALSE MUNTINS o. '^ FOR GLASS TYPES 4 OPTIONAL Z -------- REFER TO ..... 0lJ SHEETS 4 THRU 6 8 0 W 0 Q ..__.._ B 18 MAX. � �=N n t 7 3 ? V) - a 2 D.L.OPG, D.L.OPG. TYPICAL ELEVATION O n 1' VENT WIDTH VENT WIDTH 1' (FLANGE FRAME) eeOn ZZ m VINDDW VIDTH _ o WINDOW WIDTH rl p J o EXTERIOR A MAX. ANCHOR SPACING TO BE AS FOLL011'S = i 17" O.C. ON LONGER SIDES rn V O 18" O.C. ON SHORTER SIDES O i I z > 3 6 FOR MULLION/MULTIPLE UNITS, REFER TO N R SEPARATE CGI MULLION N.O.A. s yI= 2 °0va�QF NOTES THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. INSTRUCTIONS: USE CHARTS AS FOLLOWS. 1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WI1H THE SHUTTERS ARC NOT REQUIRED. � -g R� REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED HURRICANE ZONE (HVHZ). — - ON WIND VELOCITY, BLOC.HEIGHT,RIND ZONE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. LOADS TO THE STRUCTURE. tyr. a 'o EJAVAD AHMAD STEP 2 SEE CHARTS ON SHEETS 4 THRU 6 FOR DESIGN LOAD CML PRODUCTREVISED a CAPACITY OF DESIRED GLASS SIZE E. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS I i SIZE/TYPE. FLA.PE 70592 n.11din l C. with the Florida c EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. cAN. 630 STEP 3 USING CHART ON SHEET 9 SELECT ANCHOR OPTION Uuilding Codc 1 S WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Acceptance No IN STEP 1 ABOVE. NOT PART OF THIS APPROVAL. Ba irAtinn1)ale�Y,/�jg o` 5 STEP 4 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ' D drawln no. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON Y SHEETS t0& 11 TO DETERMINE CAPACITY. Miami Ade ProJucl Cm rol� 9 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,J AND 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 1a W99-10 SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 of 1 1 WMDOW WIDTH 1\ v lA U VENT WIDTH WW-1 1/2" Z m 3 GENERAL WINDOW SECTIONS D.L. OPG. I C m EQUAL I Ug FRAME W WW-6 1/2" r 6" MAX.7YP, F w u I HEAD/SILL Q a r a A I� CORNERS Q 0 n 0 I 1A a' iy0 0 0A a AT EACH END AND wo D 18"O.C. ON SHORTER SIDES jj li Q y W. a q y 20"O.C. ON LONGER SIDES -\ : 7IIi 3; ===0 I i ; r 8o S Z Z u —ff-- SURFACE APPLIED j N FALSE HUNTINS p �I I. OPTIDNAL I z -_. .. 0O K Tnr) Z � N TYPICAL ELEVATION n -• - 5. (EQUAL LEG FRAME) 3 N M O IA 7 3 FOR GLASS TYPES, M Z z 2 n_L._BPD. REFER TO n.L.DPIT. 2 1/2• 1 3 0 MAX. ANCHOR SPACING TO HE AS FOLLOWS _ 3/4• VENT wlurH_ a SHEETS 4 THRU 6 VENT WIDTH 3/4• 17" O.C. ON LONGER SIDES 000 18" O.C. ON SHORTER SIDES U o WINDOV MOTH .VINDOW WIDTH O EXTERIOR 00 • li aa 0 F Id did a Ss o. olua i I X2 0 u c a - i = I > z T.? n '0a, w � 6 En9r.JAVAD AHMAD 2 CML PRODUCT REVISED j FLA.PE 70592 as complying with the Florida c CAN. 538 Building Code 6 n B Acceptance No 15-0$12.16 3 Bz i�alioA Dale 2QJ8 3 d 5 7 — MA 2015 Ale 1 m edeChaducl drawing no.to W99-10 sheet 2 of 11 2.675 1,757 F- .768 "Do 625 .090 1.307 r9 3 1.875 ZO F L 72 2.625 1 --7 2,465 L -:10 LID .000 TYP,� s 1 0- 00 1222 06 0 CORNER KEY CORNER KEY Cf 0 w .060 THICK ST.STEEL .062 THICK ALUMINUM FLANGE FRAME VENT (5/16" LAM. GLASS) 0 M> r-1,757— 0-1 r -2*075.765 - AlIO TYP. LL K It,2 T- 1 1,057 2.465 2.715 1.439 VENT CORNER .08D rYp. VENT (INSUL. LAM. CLASS)_ 9 W EQUAL LEG FRAME �E of L L757 , 0 w 0 ALL FRAME AND VENT CORNERS TO BE SEALED VATII BE SILPRUF OR EQUIV. ITEM PART If QUANTITY DESCRIPTION MATERIAL MAWY./SUPPI1pR/RF.MARXSj .090 Typ. r", LB ,75 I CGI-373 4 FLANGE FRAME 6063-TS INDALEX OR EQUN. --OG 4 EQUAL LEG FRAME 6063-Tfi NDALEX 0 roufv. 1.� zj 0 n5 IA 1-397 6 0 2 GI-378 4 VENT(5/16-LAM.GLASS) G63-7 1.43B m JIR FOUIV. Z z tJi 'n C 213 Col-381 4 VENT(INIUL•LAM G 006.3-TS INDALEX OR EQUIV. I c, O 6063-TO RIDALEX OR EQUW- 2C CGI-385 4 ...... SI 1,347 6 INDALEX OR 4 3 CGI-375 4 OGEE GLAZING GOAD PUN, 000 Ile CO 1-396 4 SQUARE OWING DEAD On EQUIV. VENT (7/16" LAM. GLASS) FLF.9 T"I"n IENT CORN M CGI-417 4 B CO,_3 _,_D 4 .5 4 D C.,_,75 4 9,_. __ 3'. 4 4 4 060 THICK CORNER KEY ALUMINUM - 5 8 .060 THICK CORNER KEY ST.STEEL - .754 6 AP-425 REOD, FRAME WEATHERSTRIPPING ULiWFAB/SCiiiiGE I I VENT WEATHERSTRIPPING SCHLEGEL O-LON 7 0200 X190 AS REOD. .7—At 83 SS SMS 0 B - AS READ. VENT SCREWS 9 20-O.C.LONGER SIDES, 18'O.C.SHORTER SIDES - JIG x I I . 4 0: D SCREWS - 110 X 1-1/4'SS SMS I 9 1/_CORNIE FRAME AND VENT ASSEMBLY EPDM OUROMETER 851:5 SHORE A] .617 10 SEITING BLOCKS c,"1 aD CGI-375: OGEE GLAZING STOP T-4 X08 .830 I .617 CGI-396: SQUARE GLAZING STOP 9r;AAVAD AHMAD CIVIL VROT)IjCr RF.VISFT) FLA.PE 1 70592 C N.:S538 as complying wilh The Florida OdIng ,c IT I' to FRAMEMiami addoproduct droving no. QQRNE 4 W99-10 ' 3 16'ANN.GLASS 3 16'HEAT STREND GLASS 1/8'ANN. CLASS / / .075"Saflex CP With PET Core •075"Saflex CP With PET Core R� By'Eastman Chemical Co.' By 'Eastman Chemical Co.' m And Color Gla ,090"Saflex Clear And Color Gloss L .090"SoBcx Clear And Color Glass Z i 'Eastman Co.' By'Eastman Chemical Co: By'Eastman Chemical Co. Q f- INTERL4YERS '>," INTERLAYERS INTERIAYERS - .0 ^8utactte PVB .090"SenlryGlos L .090'SantryGlos F W 0 a Ku Americo, Inc.``� By 'Kuraray America, Inc. L By'Kuraray America, Inc.' Q y 6 50 .090" Bulacile PV8 .090"Bulocite PV8 0 0 r0n L' By'Kuraray America, Inc.' By'Kuraray America, Inc.' Q. 1/8'ANN. 5 3/16"ANN.GLASS M 3/16"HEAT STREN'D GLASS I%� ' SI 1 E w Q�j h 0 DOW 995 • '•..jIIj 'I.!!I: SILICONE ~ I GE-1200 SILICONECyGE-1200DOw 899 DO 995 DOw 899 DOW 995 C . DOW 899 O SQUE BEAD OPTIONAL LL w ALL GLASS TYPES raMC�:a7 oGa , In AT 1/4 POINTS ON L1TES AT 1/4 POINTS ON LITES AT 1/4 POINTS ON UTES Q w e�z 10 WIDER THAN 36' 10 WIDER THAN 36" 1O WIOER THAN 36' 5/16" NOMINAL 7/16" NOMINAL 7/18" NOMINAL GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' aN' J n PERFORMANCE VALUES OF (IPACT RESISTANT WINDOWS O REFER TO SHEETS 7_PfTU 11 FOR INSTALLATION DETAILS U' n ND011 DIMS. GLAS PF.'2' GLASS TYPE'0' GLASS TYPE'8' O r WIDTH (+) 1M. (-) EXT. (+) INT. (-) EXT.(+) INT. (-) p u 19-1/8'• 110.0 195.0 110.0 195.0 110.0 195.0 Ln 5 26-1/2" 110.0 166.2 110.0 195.0 110,0 195.0 z �r 26" N 37' 110.0 166.2 110.0 172.5 110.0 195.0 j 3 N M 53-1/8' 110.0 720.0 110.0 148.2 110.0 195.0 ¢ Oo�J N 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 z GI'- 26-1/2' 38-3/8' 110.0 163.0 110.0 167.7 110.0 195.0 3 O J n 37" _110.0 116.8 110.0 151.9 101.8 180.5 w U goo O v 53-1/8" 84.1 -84.1 108.8 118.7 108.8 118.7 U O 19-1/B" 110.0 185.7 110.0 167.6 110.0 195.0 26-1/2" 110.0 131.2 110.0 148.7 110.0 195.0 50-5/8" 37' 95.0 95.0 110.0 120.0 110.0_ _120.0 53-1/8" 67.9 67.9 85.3 85.3 85,3 05.3 ar LL 19-1/8" 110.0 177.5 110.0 179.4 110.0 195.0 N e z6-1/z' ss" 102.7 1oz.7 110.0 1zo.o 110.0 tzo.o o o 37' 70.5 70.5 102.1 111.3 102.1 111.3 y K 53-1/8' 57.7 57.7 81.3 81.3 81.3 81.3 19-1/8" 110.0 120.0 110.0 174.6 110.0 195.0 v z n C=rt/2 T2 74-1/4' 37' 56.9 56.9 90.0 90.0 90.0 90.0 53-1/8' - - - - 70.0 70.0 0 o e d O s u Z o c Engr.JAVAD AHIAAD PRODUCT RBVISBU s FLA.PE ML 70592 as complying wllh Tho Fladda rJ i CAN, 5J8 Building Cade 15"0512 �� Acceplauce No g _ I:x Irelmn Dn1c �)$ F r 9-� •MJaI Dade Product drawing no. qMAY015 W99-1C sheet 4 of it PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE,VALUES OF IMPACT RESISTANT WIN DOM3 •` ROW T9 6N015 7 119V911 70W WSTHUWON m- ROOT TO SRQ1^7 1RR9 11 700 94TAW CTM OS ROOT TO SAEEIS 7 THM 11 FOR 0151XaA RIL DLS �I�UO WINDOW DIMS. CLASS TYPE'2' OIASS TYPE'9' OIAIS TATE'6' WINDOW DIMS, I CUSS TATE'2' CUSS TYPE'3' CLASS TYPE'6' WINDOW DIMS. CLASS TYPE'E' CUSS TYPE'D' CLASS TYPE'a' 1nO1H HEIGM E]O.(+) IM.(_) F1(f.(+) 1M.(-) FYT,(+) IM.(-) 1RUm HFICM EXT.(+) IM.(-)OtT.(+) IM.(_) n(T.(+) IM.(-) WIDTH HEIGHT D(r.(+) 1M.(-)EXr.(+) 1M.(-)OCT.(+) 1M.(-) NOTE: m 24• 110.0 180.0 110.0 161.9 110.o 195A 24' IIOA 120.0_ _110.0 151.0 110.0 195.0 24- IWO 111.4 Iiom 120.0 110.0 120.0 Z m j JO' 110.0 14{.0 110.0_ isoa ItD.O 195.0 Jo• 91.2 -9141 �iU:o--tzo.o �m.o IZD.o Jo• 63.7 65,7 5040 9040 Bo.o Do.o LOAD AREA LIMITS O F m ZZ Ja' 110.0 120.0 110.0 181.7 104.7 185.5 JB' 76.9 70.9 105.9 115.5 105.9 115.5 36- 48.6 48.6 90.0 90.0 90.0 90.0 FOR +`110, -195 PSF = 1 0.0 SQ. FT. Z Q 42' 110.0 120.0 110.0 120.0 110.0 120.0 42' 67.9 __67.9___90.0 90.0 90.0 90.0 42• - - - - 90.0 90.0 +110, -120 PSF = 16.3 SO. FT. 2 N a 48- 104.8 104.e 110.0 120.0 110.0 120.0 48• --65.0 -fi5:0 9D.D 90.0 90.0 90.0 48• - - _ _ 70.0 70.0 +90, -90 PSF = 24.0 SQ. FT. 0• N o 54• 863 88.3 110.0 120.0 110.0 120.0 54' 60.2 60.2 80.D 60.0 80.0 80.0 1. _ _ _ _ 70.0 70.0 +70, -70 PSF = 35.0 SQ. FT. C w ,, 0 57- 819 8169 108.3 1141.1 105.3 118.7 57' 57.8 _57.9 75.8_ 75.8 75.6 75.8 697• 70.0 70.0 +50, -50 PSF = 45.0 SQ. FT. ,,aJJ 60- 76.9 76.9 105.9 115.5 103.9 116-0 60• - - - 72.0 72.0 6D• - - - - 70.0 70.0 a O M 53' 36• 72.5 72.5 103.7 113.2 103.7 113.2 W' 60' - - - - 70.0 70.0 63' 64' - - - - SO.D 50.0 IQI,�j N 66• 66.5 66.5 90.0__90.0 90.0 90.0 66• - - - - 7D.0 70,0 65• - - - - 50.0 50.0 V,O m 69' 64.5 61.6 90.0 90.0 90.0 90.0 70.0 70.0 69• _ - - - - 50.0 50.0 a O W Rm O 72- 60.9 60.9 90.0 90.0 90.0 90.0 72• - - - - 70,0 70.0 72' - - - - 50.0 60.0 C K.<Q pH7 75• 57.0 57.6 90.0 90.0 90.0 9D.0 75• - - - - 70.0 70.0 75• - - - - 50.0 50.0 fr ,4 78' 55.0 55.0 90.0 90.0 90.0 9D.0 78' - - - - 70.0_ 70.0 24• 08.6 88.6 110.0 1.20.0 110.0 120._ 0 H 6p O �tVb el' 50.2 30.2 90.0 90.0 90.0 90.0 61• - - - - --70.0 -70.0 30- 57.9 57.9 00.0 9D.0 90.0 90.0 Q�9 31y Gj 134• 48.6 160 90.0 90.0 9D.0 90.0 84• - - - - 70.0 70.0 36' 43.0 43.0 80.0 9D.0 F7O 90.0 87' 47.0 47.0 90.0 90.0 90.0 90.0 87' - - - - 50.0 50.0 42' _- _- _ - 70.0 24• 170.0 168.0 110.0 168.7 110.0 195.0 24- 110.0 119.6 110.0 120.0 110.0 120.0 18- - - - 70.0 WD, W.WIDTH, Q W e{ 1= JO' 110.0 114,0 110.0 150.9 110.0 193.0 30' 51.6 01.8 110.0 120.0 110,0 120.0 54- 96- - - - - 50.0 Ir�^"II E - ] 35' 110.0 120.0 11D.0 720.0 110.0 120.0 36- 68.5 69.5 90.0 90.0 90.0 90.D 57' _-__ - - -_ 50.0 42' 702.9 102.9 110.0 120.0 110.0 120.0 42• 60.2 60.2 90.0 90.0 90.0 90A 6D• - - - - SDA87.2 87.2 110.0 120.0 110.0 12D.0 48- 57.0 6740 90.0 90.0 90.0 90.0 63' - - - - 50.D54' 76.9 76.9 103.9 113. 03.913.454• - - - - 80.0 80.0 66' - - - - 5D.037' 72.2 72.2 90.0 90.0 90.0 90.0 57• - - - - 70,0 70.0 24' 70.4 70. 90,0 90.0 90.0 %� p ul 60' 42' 679_ 87.9 90.0 90.0 90.0 90.0 60' - - - - 70.0 70.0 W. S6.4 58. 90.0 90.0 90.0 00.0 3 •%/ Z (f) n 63• 63.9 83.9 90.0 90.0 90.0 90.0 63' 66' - - - __-_- 68,0 666 36• _.._. __ 0 1- 68' 60.2 60.2 90.0 90.0 80.0 90.0 66' - - - - 653 85,5 12' Imo, - - - - 70.0 70.0 3 W Q WW 7vx4 89• 55.3 65.3 90.0 90.0 90.D 90.0 69' - - - - 65.5 653 48- - - - 50.0 60.0 x 0� LL 72' 52.0 52.0 9060 90.0 90.0 90,0 72' - - - - 65.5 553 54- - - - _50.0_ 50.0 to 75' 49.1 19.1 90.0 90.0 90.0 90.0 75• - - - - 653 65.5 57• - - - - 50.0 SO.O � 46 N 713• 46.7 16.7 WA 8a.4 _90.0 90.0 78- - - - - 50.0 50.0 6o- - - - - 50.0 50.0 WINDOW LENGTH f!-Ira•- ,0 6f' uA 14,0 65.4 65.4 90.0 90.0 411' - - - - 30.0 50.0 21' 39.5 593 90.0 90.0 90.0 90.0 F' J� .N M � 414- - - - - 90.0 90.0 64' - - - - $0.0 50.0 JO- - - - - 90.0 90.0 I 4 Q 3 8T - - - - 70.0 70.0 a7- - - - - 50.0 5000 J6' - - - - 70.0 70.0 - N 24' 110.0 160.0 110.0 151.7 110.0 193.0 24' 110.0 1116 110.0 120.0 110.0 120.0 42' 120- _ _ _ _ 70.0 76.0 --- ---- Z z N - .Ll - 30• no.o� I2o.o 110.0 141.1 10412 t9t.e 30• 77.0 7zo- 110.0 120.0 Ito.o 120.0 441• - _-_ - - 5040 5040 36' 101.0 104.6 110.0 120.0 110.0 120.0 36' 60.9 60.9 90.0 90.0 90.0 90.0 54' - - - - 50.0 5D.0 O O v 42' 67.2 07.2 110.0 120,0 110.0 120.0 42' 52.0 _52.0 _ _0040 80.0 90.0 80.0 24' 18.9 46.9 90.0 90.0 80.0 90.0 3 U 48' 77.3 77.3 110.0 120.0 110.0 120.0 48' 50,6 50.6 64.7 67.5 90.0 A0.0 30' - - - - 70.0 70.0 34' 09.8 89.8 9040_ _90.0 Dom 90.0 54' 70.0 70.0 36- 132- 70.0 70.0 57• 683 66.3 90.0 90.0 90.0 90.0 57' - - - - 70.0 7oA 42' - - - - 50.0 5040 VADTH AND LENGTH DIMENSIONS CAN BE ORIENTED 60' 65.0 65.0 90.0 90.0 90.0 90.0 60' - - - - 70.0 70.0 46' - - - - SD.D 50.0 7P' VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. eJ' � 410.0 6D.e 410.0 5040 9040 410.0 63• 68.6 68.6 24' 41.3 41.3 80.0 90A 90.0 90.0 zN 66' 57.0 57.0 90.0 90.0 90.0 90.0 60- - - - - 673 63.5 - - 70.0 70.0 �@�b 62.8 626_ 36- 1 N' 50.0 50.0 69' 53.6 53.6 88.8 09.8 80.0 90.0 69' - - - - 72• 50.6 50.6 83.5 65.5 90.0 90.0 72' 50.0 50.0 42- - _-- - - 50.0 50.0 73' - - - - 90.0 _9_0.0_ 75' - - - - 50.0 50.0 24' - - - - 70.0 70.0 W o 70.0 70.0 78• - - - - 30.0 50.0 3p' 158' - - - - 70.0 70.0 q al, -_ ._ - - 70.0 70.0 al• _ _ _ _ 50.0 50.0 36' _ _ _ _ 50.0 50.0 d z D a o 84' - _70.0 70.0 84' 50.0 50.0 57' 0.0 87 50.0 50.0 24' 110.0 142.2 110.0 155.9 110.0 195.0 24' 106.1 109.1 110.0 120.0 110.0 120.0 711' 103.3 103.3 110.0 120.0 110.0 120.0 30• 70.2 70.2 110.0 120.0 110.0 120.D U O^O n �m o 35' 8813 88.3 110.0 120.0 110.0 720•o 36• 05.0 55.0 90.0 90_0 90.0 90.0 NOTE: s_ = 42' 76.8 769 103.9 113. 103.9 113.4 4Y 46.7 46.7- 85.4 85.4 90.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE c 48' 69.6 69.0 90.0_ 9D.0 90.0 90.0 48' - - - - 70.0 70.0 Sv au s7. eo:o 0040 0040 410.0 s4' 70.0 70.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). 57• 6407 93.7 60.0 8D.0 60.0 60.0 57- _ - _- 70.0 70.0 60' 602 60.2 80.0 80.0 SD.O 80.0 60' - - - - 70.0 70.0 Eng,:JAVAD AHMAD P(LODLIC'r RRVISrD °f 2 63' 57.1 57.1 60.0 BD.O 60.0 80.0 87' 78' - - - - 68.9 666 CML re complying AY(Ih OIo Florida Iv i FLA.PE!70592 Uuildin C Nc tJ _.._..__....__..._._ AAN. J /66- - - - - 80,0 60.0 68- - - - - 50.0 50.0 538 AcmplOn00.n -512•�1p89' - - 70.0 70.0 69' - - - - 50.0 50.0 irof itlc 72' 70.0 70.0 72' 50.0 50.07s' - - - - 70.0 7040 7s' 5040 5040 AL1 Dado RDd6U78• - - - 70.0 70.0 76' - - - - 50.0 50.0 W99-1411- - - - - 70.0 70.0 B1' - - - 50.0 60.061' - - - - 70.0 70.0 70.0 70A '� sheet 5 of 11 1/8"TEMP.CLASS 1/8"TEMP.GLASS [ E2 AIR SPACE AIR SPACE o 1/6"ANN. GLASS 1/8"TEMP. GLASSan a o. .075` Soflez CP With PET Gore .075"Sotlex CP With PET Core By Easlmon Chemical Co.' By'Eastman Chemical Co.' 0 F 0 .090"S.Bex Clear And Color Glass .090'Sotlex Clear And Color Gloss Y W Dy'Easlmon Chemical Co.' B 'Eastman Chemical Co.' Q S a INTERIAYERS INTERLAYERS y a IL .090"SentryGlos .090"SentryGlas O Q m By Kuraray Americo, Inc.' By Kuraray America, Inc. .09?""BAccile PVB .090"BNlacite PV13 p By Kuraray Americo, Inc.' By'Kuraray America,Inc.' SOVARE BEAD -1/8"ANN. GLASS 1 8"TEMP,GLASS OPTIONAL pp c1 XL EDGE SPACER %L EDGE SPACER / ALL GLASS TYPES ST. STEEL BY'CARDINAL' I SILICONE ST. STEEL BY'CARDINAL' SILICONE O d Q Q y.0 OR GE-1200 OR GE-1200 C s d DURASEAL BY'OUANE%' DOW 995 OURASFAL B1''OUANEX' DOW 995 n OR DOW 899 OR DOW 899 SUPER SPACER BY,'OVANEX' SUPER SPACER BY'OVANEX' 10 AT 1/4 POINTS ALL SIZES 10 AT 1/4 POINTS ALL SIZES I Q w 3/4" INSULATED 3/4" INSULATED GLASS TYPE tA' GLASS TYPE '3A' N JI. PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PF.RFORAIANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT ITINDOWS 3 AUER TO SHEETS 7 THRU II FOR INSTALLATION DETAILS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILSflffER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS Z .� WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'3A' WINDOW DIALS. P74.2 YPE'2A' GLASS TYPF.'0A' WINDOW DIMS. CLASS TYPE'2A' CLASS TYPE'OA' WINDOW DIALS. CLASS TYPE'2A' GLASS TYPE'OA' o L (r v WIDTH HEIGHT EXT.(+) INT.(-) E%T.(+) INT.(-) WIDTH HEIGHT INT,(-) EM,(+) 1NT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) p 0 WIDTH HEIGHT F.XT. (+) INT,(-) EXT.(+) INT.(-) Ld p w 24' 110.0 180.0 110.0 180.0 24' 160.0 110.0 160.0 24' 710.0 118.4 110.0 120.0 19-1/B" 110,0 195.0 110.0 195.0 of 30' 110.0 'I4{,0 110.0 '144.0 30' 120.0 110.0 120.0 30' 81.8 01.0 110.0 17.0.0 !n 26-1/2" 11060 166.2 110.0 106.2 4� N 36' 110.0 120.0 110.0 120.0 36" 111.3 110.0 120.0 36" 72" 64.7_ 64.7 _90.0_ 90.0 26" =r o 42' 110.0 120.0 110.0 120.0 42' 92.7 96.9 102.9 42' 55.2 55.2 90.0 90.0 37' 110.0 166.2 110.0 166.2 5 V, N 48' 110.0 111.3 110.0 120.0 48' 82.1 84.8 90.0 40' 53.7 53.7 90.0 90.0 53-1/8 110.0 120.0 110.0 120.0 0 El M j' 54' 93.8 93.8 110.0 120.0 54' 48' 74.2 90.0 90.0 24' 110.0 114.8 110.0 120.0 19-1/8" 110.0 195.0 110.0 195.0 a �p 3 m 57' 87.0 87.0 110.0 116.9 57' 70.4 90.0 90.0 30' 74.6 74.6 II0.0 118.9 26-1/2" 110.0 163.0 II0.0 163.060' 81.7 81.7 120.0 114.3 60' fi9.0 90.0 90.0 36' 79' 58.4 58.4 90.0 90.0 38-3/836' 37" 110.0 116.8 110.0 116.863' 77.0 77.0 120.0 112.0 63' 64.6 90.0 90.0 42' 49.6 1 49.6 90.0 90.0 53-1/8" 89.3 89.3 110.0 112.6 U p J 66' 72.7 72,7 90.0 90.0 66' 60.5 1 60.5 90.0 90,0 24' 110.0 17.0.0 110.0 120.0 19-1/8' 110.0 185.7 110.0 185.7 69' 68.5 68.5 90.0 90.0 69" 57.0 57.0 90.0 90.0 30' 84" 69.8 69.8 90.0 90.0 26_1/2• 110.0 139.4 110.0 1d7.2 �J3 72.' 64.7 64.7 '90.0 90.0 72" 53.7 53.7 90.0 90.0 36' 51.6 51.6 90.0 9D.0 50-5/8" 75' 61.4 61.4_ 90.0 90.0 24' 110.0 151.0 110.0 h154.3 24' 94.1 ACT 110.0 120.0 37" 100.9 100.9 110.0 116.8 53-1/8" 72.1 72.1 85.3 85.3 78' 58.4 58.d 90.0 9d0 30' 109,7 109.7 110.0 30' 96' 61.6 61.6 80.0 90.0 81' 53.4 53.4 90.0 90.0 36' 93.8 93.8 110.0 36' 45.6 45.6 80.0 90.0 19-1/8" 110.0 177.5 110.0 177.564" 51.0 51.6 90.0 90.0 42' 81.7 81.7 96.9 E24' 120" 74.8 74.8 90.0 90.0 26-1/2" 109.1 109.1 110.0 120.0 63" 87' 49.9 49.9 90.0 90.0 48' S4' 74.2 7d.2 90.0 59.9 59.9 90.0 90.0 37" 74.9 74.9 110.0 110.2. o M24' 110.0 168.0 110.0 168,0 54' 71.6 71.6 80.0 63.2 63.2 90.0 90.0 53-1/8' 61,3 61.3 81.3 81.3 n30' 110.0 144.0 110.0 144.0 57' 67.6 67.6 80.0 49,8 49.8 90.0 90.0 6X 19-1/8" 110.0 120.0 110.0 120.0J6' 110.0 120.0 110.0 120.0 60' 64.0 64.0 80.0 80.0 43.8 43.8 90.0 90.0 u & 3 ..-_...... .......... .....---...._.._.-. 26-1/2' 74-1/4' 9s.4 95.4 110.0 120.0 - -42'- y0. 92. J -80. 0. - 48' 92.7 92.7 _96.9 102.9 24' 110.0 120.0 110.0 120.0 37" 60.4 60.4 90.0 90.0 54" B1.7---81.7 96.9 102.9 30' 96.9 96.9 170.0 120.0 WOW.WIDTH = 57' 76.7 76.7 90.0 90.0 36' 61.7 81.7 110.0 114,3 NOTE: ez' LOAD AREA LIMITS so' 72.1 72.1 90.0 90.0 az' so' 72.1 72.1 90.0 90.0FOR +110, -195 PSF = 9.32 SO. FT. v D 63" 57,9 67.9 90.0 90.0 48' 69.0 69.0 90.0 90.0 1, WINDOW LENGTH +110, -120 PSF = 16.2 SQ. FT. c 66' 63.9 63.9 90.0 90.0 54' 64.0 64.0 60.0 00.0 /.� +90, -90 PSF = 24.0 SQ. FT. _ 59' 58.8 58.8 90.0 90.0 57' 1 1 51.2 61.2 75.8 75.8 __ / � m •p Engr.JAVgVI AHAIAD } 72' 55.2 55.2 90.0 90.0 24' 110.0 120.0 110.0 120.0 F 3 // CML PRODUCT REVISED j 75' 52.2_ 52.2_ 90.0 90,0 30' -86.9. ..86._9- -110.0- -_120.0 .j//// i 4MAY - Rs complying lvith The Florida // 3 Bnlldi"S Coda 78' 49.6 40.8 90.0 90.0 36' 66' 72.7 72.7 90.0_-- -90.0 ACDeplence No 15" •1� 01' 47,6 47.6 90.0 90.0 42' 63.9 6J.9 90.0 90.0 } Q irali Dnte �f� 8 8 c -T 48' 60,5 60S 90.0 90.0 By_ df0wing no. NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED �5 Mionli dda ProduG'Cont. GLASS CAPACITIES ON THIS SHEET ARE VERTICALLY LE HORIZONTALLY AS SHOWN ABOVE. BASED ON ASTM E1300-09 (3 SEC. GUSTS). sheet 6 0111 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDESI v [� U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 pp *" TYPICAL ANCHORS ►M SEE ELEV. FOR SPACING O1 SEE SHEET 9 FOR DESCRIPTION Z TYPICAL ANCHORS TYPICAL ANCHORS Z SEE SHEET B FOR DESCRIPTIONRSPACINO SEE CING SHEET 9 FOR-SELEV. FORADESCRIPTION METAL Q f ry STRUCTURES0 Q o SEE �' 11 3/8' G SEALANT I I SEALANT-. °� 74f_� oo °0_ Q ~.° L2-vl ° 02-t/2'MIN. 'MIN. Q W f �' I C ) �STALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' � N MATERIAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES Z --'--'-- w i p Qpf .,I TYPICAL ANCHORS TYPICAL ANCHORS V) SEE ELEV. FOR SPACING -SEE ELEV. FOR SPACING TYPICAL ANCHORS '2 SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION SEE ELEV. FOR SPACING Z n SEE SHEET 9 FOR DESCRIPTION (n J 0 I �-1 3/0' p 3 N SEALANT I SEALANT rn 3 0 R w III 2 7/8' 2 1/B'HIN, BUCK INSTALLATION BY OTHERS BUCK INSTALLATION RY OTHERS 1' MINo ATTACHMENT TO APPROVED MULLIONS °IW u 61 1NSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' MMB IAL:_P-RESSUREJ3EATPBFSSURF_TBFnTFn ' I TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL 0 00 ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD > = x 0 Engr:JAVAD AN PRODUCTRBVISED d FIA I+E AL 70592 Fv cCM mnplying"411,the Flmide CAN 3539 Puddlllg Cnda Amptnnre No 1 005 i2.jG .. 'imllon Dalc �� v $ WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN e1 Q Z0�5 N11N111 adc rodod N wing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER99-10 THEM TO THE BUILDING STRUCTURE. � sheet 7 of 1 INSTALLATION CONll]'I'IONS EQUAL LEGFRt1ME (APPLIES TO AI�_�OTJ�2 SIDES r -LL FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 o TYPICAL ANCHORS m SEE ELEV. FOR SPACING 3 SEE SHEEP 9 FOR DESCRIPTION O TYPICAL ANCHORS TYPICAL ANCHORS METAL Q 2 H a --SEE ELEV FOR SPACING SEE ELEV. FOR SPACING STRUGTl1RE5 �O o O SEE SHEEP 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION O w !O IL 0 I I c� a cf a I V� I - OaQDH K \I \�� 1 a �h- e >! m �_ 0 gy3 e I'J.tIN� 0 01'MIN Q w �— 2-1/2'MIN. 2-1/2'MIN. _ INSTALLATION TYPE'1' WOOD BUCK TYPE, Jy_STALLATION TYPE '2' WOOD BUCK TYPF '2' dl e MATFRIAL: PRESSURE TREATEDAM TERIAL:PRESSURE TREATED 3 O TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TD to ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES w O w p w Z gti1 T 1, Fh o En TYPICAL ANCHORS Ti N M TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING ¢ Q SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION p 1s N SEE SHEEP 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION N Z Z N I n I ! _ Y `o . a> 2 7/6' y '9a. d .2'1/9• ! w o W . •. '.•. a a ,`. ^.f MIN. c 7 e BUCK INSTALLATION BY OTHERS I ATTACHMENT TO $PS i, e '° -,BUCK INSTALLATION BY OTHERS ! APPROVED MULLIONS d $o d o m n ~m o INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' o a o^ri 8,g MATERIAL: PRESSURE TREATED TERIAL• PRESSURE TREATED c !� TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ON ALL FOUR ALL FOUR SIDES�USING WOD�WOOD Engr.OR.HUNAYOUN iAR000 • STRUCTURES PRODUCT RBVISF.D FIA PF.Y M557 as rnmpl)•ina avilh the Florida C N.5538 Building Code ; 13' Acceptalce No 15.0512.1(o Bx imtlonDate ijp($ & WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN By drowin�g no. q' LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER )4 MSMiam ado PnduW99-10 THEM TO THE BUILDING STRUCTURE. sheet $ of 11 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE. VALUES ci OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS WOW.WIDTH �� O REFER TO SHEETS 7&8 FOR DETAILS REFER TO SHEETS 7&8 FOR DETAILS REFER TO SHEETS 7&6 FOR DETAILS REFER TO SHEE75 7&8 FOR DETARS REFER TO SHEET 7&8 FOR DETAILS _ WINDOW DIM§. EM (,E) WINOOtt DIMS. EXT (,{,) WINDOW DIMS. Da (4) W1ND011D]MS. Exr.(+) WINDOW DIMS. EXT (+) m WIDTH HEIGHT INT.(-) WIDTH HEIGHT INT. (-) WIDTH HEIGHT R4i. (-) WIDTH HEIGHT INT. (-) WIDTH HEIGM INT. (-) WINDOW LENGTH Z 24' 195.0 24' 185.0 24' 195.0 24" 195.0 195.0 b %� --� 21 `4 �¢ 30" 195.0 30' 195.0 30' 195.0 30" 174,9 - -__ n 36" 195.0 36' 195.0 36' 179.3 36" 150.6 26-1/2' 26" 185.0 o jj / Q a n 37" 195.0 zi�j/ o a 0 o O 42' 195.0 42' 195.0 42' 162,7 42" 133.5 53-1/8" 195.0 3 �� d w 108' _.. _. 46' 193.6 46' 181.5 48' 151.3 48" 121.0 19-1/8" 195.D _ _ ------- ----------- 54" 195.0 54" 191.2 54' 143.4 54" 111.5 26-1/2" 195.0 0 a 57' 195.0 57' 172.1 57' 140.5 57' -107.7 35-3/8' 37" 195.0 N9IE: o .r1 60" 184.4 60' 156.4 60' 138.3•_ 60' 104.2 53_1/8' 1950 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 63' 36" 171.1 63' 54' 143.4 63' 72" Cf O w M o VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. K w o 136.6 24" 188.2 19_1/8" 195.0 IMERPOLATION BETYfEEN SIZES ALLOWED. o a Q O ~ 66' 161.7 66' 132.4 66' 126.0 30^ 154.9 28-1/2' SO-S/8' 195.0 0 y 69' 189.8 69" 153.7 69" 134.7 36" 120" 132.9 37" 195.0 Q W 3 72' _- 178.3 72' 143.4 72' 134.4 42" 117.3 53-1/8" 195.0 z- 134.4 N f n 75' 169,8 75' 134.4 75" 124,1 48^ 105.9 19-1/8" 195.0 78' 161.3 78" 126.5 78" 115.2 54" 97.1 26-1/2' 63, 195.0 81" 153.7 81" 119.5 81' 107.6 24" 193.6 37169.3 84" 146.7 84" 113.2 84' 100.8 30" 158.9 53-1/8" 144.0 _ m 87' 168.3 67' 129.1 87' 113.9 36" 132' 135.9 19-1/8" 195.0 J 24' 195.0 24" 195.0 24' 195.0 42" 119.6 26-1/2" 195.0 3 m 30" 195.0 3D' 195.0 30" 184.4 48" 107.6 37' 168.9 74-1/4" s n 36' 195.0 36' 184,4 36" w 161.3 24" 195.0 53-1/8' 137.6 c IY 42' 195.0 42' 170.2 42" 145.6 a0" 162.1 o O Ci 48" 184.4 40' 161.3 48' 134.4 36" 144' 138.3 I ,p IwF- 54' 195.0 54' .156.4 54' 126.5 42" 121.4 I c_ N N 57' 184,M1 57' 155,3 57' 123,5 24^ 181.5 z 2 h o 60" 170.2 _ 60' 154.9 6D" 121.0 30" 156' 148.3 I I FIrl M 63" a2' 158.0 63• 60" 140.8 63" 78" 119.0 36" 126.3 Q 30 N M n 66' 147.5 66' 129.1 66' 117.3 M ZZ� 69" 172.9 89' 148.9 69" 116.1 l I N O-I n! 72' 162.7 72" 138.3 72' 115.2• I _p Q...� 75" 153.7 _ 75" 129.1 75' 114.7 TYPICAL ANCHORS: SEE ELEV. FOR SPACING n Uro 78 1 145.6 79" 121.0 78" 114.6 1/4" DIA. KWIK-CDN II BY 'HILT['(FU=163 KSI. F"157 KSI O 84 131.7 84' 07.6 24' 195.0 138.3 81" 113.9 81' 106.4 1/4" DIA 84' ULTRACON BY 'ELCO' (Fu=177 KSI,FY-155 KSI) 1i 87' 150.9 87' 1 122.3 30" 168,3 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES r l r 1-1 2' MIN. PENETRATION INTO WOOD M'•I 24' 195.0 24" 195.0 J6' 148.7 / JO' I95.D Jo" 182.2 42' 131.7 THRU 1 BY BUCKS INTO CONC. OR MASONRY F 36' 193.6 36" 161.3 48' 121.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 20 U P 42" 151.5 42" 147.5 54" 117'2 DIRECTLY INTO CONC. OR FILLED BLOCK 9 40" 181.5 48' 138.3 57' 110.2 54' 161.9 54" laza so" 107.9 1-3/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS b<g o bi #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 60' 161.3 60' 129.1 66" 103.5 48' 65' INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") c u --• - 63' 148.9 63' 128.3 69' 102.0 0 ono r h m o INTO METAL STRUCTURES " 0 B A 66" 138.3 66' 128.0 72' 100.8 `o STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ss' Is1.3 ss' 1ze,o 75' 999 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 72' 151.3 72' _12fi.o 24' 195.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 75' 142.4 75" 125.7 30' 172.1 ,1 78' 134.4 76' 117.3 36' 148.9 1XPICAL EDGE DISTANCE Engr.JACMLAHMAD 1'RObI1Cf IiRVISBD _ FIA.PE 70592 a .plying l ilh dm Flaido i i 81' 127.4 81' 110.0 42' 132.8 INTO CONCRETE AND MASONRY = 2-1/2" MIN. c.A.N Q0 BUilding Code o ea' 121.0 64" 103.5 48' 96" 121.0 INTO WOOD STRUCTURE = 1" MIN. Acccpl4nw No 15"0512.1 a S PN indi n Dnle 2Oi8 " r 87' 138.3 87" 117.3 54' 112.2 INTO METAL STRUCTURE = 3/4" MIN, NOTE; W000 AT HEAD, SILL OR JAM85 SG = 0.59 MIN. U I a 9 57' 108.7 04}2015 hliani ndo Product CoO drawing no. INTERPOLATION BETWEEN SIZES ALLOWED. 60' 105.8 CONCRETE AT HEAD, SILL OR JAMBS 1'O = 3000 PSI MIN. 63' ,02.9 W99-10 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm a 2000 PSI MIN. s6" 100.6 sheet 9 Of 11� PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE. VALUES OF �� ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS C1 o ANCIIORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCIIORS ANCHORS JJ-, WINDOW DIMS. AT 17"O.C. AT 10"O.C. WINDOW DIMS. AT 17'O.C. AT 10"O.C. WINDOW DIMS. AT 17"NSC. AT 10"O.C. WINDOW DIMS. AT 17"O.C. AT 10"O.C. WINDOW DIMS. AT 17"O.C. AT 10'O.C. m EXT.(+) EXT.(+) EXT.(+) EXT.(+) E%T.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) Z m j MOTH HEIGHT INT.(-) INT.(-) WIDTH HEIGHT INT.(-) INT, (-) WIDTH HEIGHT INT.(-) INT.(-) WIDTH HEIGHT INT.(-) INT.(-) WIDTH HEIGHT INT. (-) INT. fz- 24" 195.0 195.0 24' 16911 195.0 24' 148.0. 195.0 24" 126.9 195.0 19-1/8' 195.0 195.0 30" 195.0 195.0 3D' 145.7 195.0 30' 124.6 174.5 30' 105.2 175.4 26-i/2' 195.0 195.0 Q d m $o 36' 195.0 195.0 36' 131.8_ _ 195.0 36' 109.6 153.5 J6" 91.1 151.8 37' 26 195.0 195.0 Q 0 0 U 42" 148.0 195.0 42' 123.0 184.5 42' 99.5 139.3 42" 81.2 135.3 53-1/8' 163.4 195.0 (L�y V 48" 157.9 195.0 4B' 116.4 177.6 48' 92.5 129.5 48" 96' 74,0 _ 123.3 19-1/8' 19_5.0 195.0 It 0 54' 131.6_ 195.0 54' 116.9 175.4 54' 87.7 122.8 54" 68.6 114.4 26-1/2' 38-3/8' -.192.1 195.5 v� 57" 121.4 1822 57' 105.2 157.9 57' 8010 120.3 57' 665 110.8 37' 173.9 195.0 a 13 W M 60' 112.8 168.1 60' 95.7 143.5 60' 84.6 118.9 60' 64.6__ 107_.6 _ 53-1/8' 130.9 195.0 Q a a Q 63' J6" 105.2 184.2 63' 54" 87.7 153.5 63* 72' 83.5 116.9 63' --62.9 104.9 19-1/e' 195.0 195.0 dl t-O 66' 123.7 172.7 66' 101.2 141.7 86" 82.8 115.9 66' 61.5 1025 26-1/2" 50-5/8' 172'1 195.0 �;0 69' 116.1 162.5 69" 94.0 131.6 69' 82.4 115.3 24• 129,5 195.0 37' 143.4 179.3 Z DI o 72' 109.6 153.5 72' 87.7 122.8 72' 82.2 115.1 30" ---106.9 - -168.1 53-1/8' 121.1 166.3 J 75' 103.9 166.2 75' 62.2 131.6 75' 75.9 115.1 36' 92.1 144.7 19-1/8' 166.8 195.0Q 70- 98.7 157.9 78' 77.4 123.6 78' 70.5 112.8 42' 81.7 128.3 26-1/2' 129.3 195.0 r 81' 112.8 150.3 81' 87.7 116.9 81' 78.9 105.2-- 46• 108' 74.0 115.3 37' 63. 103.6 181.2 N 84' 107.8 161.5 84" 83.1 124.6 84' 74.0 111.0 54' 68.2 107,2 53-1/0" 88.1 154.1 87" 103.0 154.4 87' 78.9 118.4 87' 69.6 104.5 57' 65.8 103.5 19-1/8' 172.3 195.0 v m 24' 177.6 195,0 24' 148.0 195.0 24' 134.5 195.0 60' 63.8 100.2 26-1/Z" 131.8 1950. 3 n 74-i/4' O JO' 157.9 195.0 30' 126.3 189.4 30' 112.8 180.4 24 131.8 195,0 37" 107.3 165.3 z N N 36' 148.0 195,0 36' 112.6 169.1 36' _ 98,7 157.9 30' 108.3 162.4 53-1/8" 1 4.1 134.6 3 O 42' 145.0 193.3 42' 104.1 156.1 42' 89.0 142.4 36' 120" 92.9 139,3 w O w 48' 145.0 187.9 48' 98.7 140.0 48' 82.2 131.8 42" 82.0 123.0 4 54' 123.0 184.5 54' _ 95.7 143.5 54• 77.4 123.8 48' 74.0 111.0 2 N 57' 112.8 169.1 57" 95,0 142.4 1. 755 120.9 54" 67.9 101.8 60' 104,1 156.1 60' 94.7 142.1 60" 74.0 118.4 24" 133.2 192.4 C4 J (V M1 I 63• 42" 96.7 _169.1 63' 60" 81.6. 142.1 63" 78' 72.7 116.4 30' 109.3 157.9 #14 SMS ¢ Q 3 m `.- - - AT 6'FROM ENDS w 66' 112.8 157.9 66' 94.7 IJ8.1 66' � 71.8 114.8 36' 132' 93.5 135.0 1r.1 Z Z 17'O.C. MAX. N 69" 105.7 148.0 69' 81.1 127.5 69" 71.0 113.6 42' 82.3• 118.9 AT HEAD/SILL/JAMB i1 00 72' 99.5 _139.3 72' 84.6 118.4 72' 70.5 112.8 4B' 74.0 106.9 y ' E00 75' 94.0 150.3 75' 78.9 126.3 75' 70.2 112.3 24' 121.1 195.0 \ti L_C O 76' 89.0 142.4 78' 74.0 118.4 78' 70.1 112.1 30' 99.1 165.2 -e- 78' C---------� 144' 81' 101,5 135.3 et' 03,8_ 111.4 61' 70.1 104.1 36• 84.6 14110 _ s 84' .96.7 145.0 84' 78.9 118.4 24' 146.0 195.0 42' 74.3 123.0 87' 92.3 138.4 B7' 74.8 1 112.2 30' 123.5 185.3 24" 123.7 195.0 24' 195.0 _195.0 24' 164.4 195.0 36' 107.6 181.5 30' 156' 10D.8 161,2 30" 172.2 195.0 30' 139.3 195.0 42' 96.7 145.0 30' 85.8 137.3 y jE 36" 157.9 195,0 36' 123.3 172.7 48' 88.8__ _ _133.2_ #14 SMS fi 42' 145.0 187.9 42' 112.0 157.9 54' 87.1 124.6 1-1/2'MIN.WOOD EMBED AT 6"FROM ENDS AND 48' 148.0 185.0 48' 105.7 148.0 57" 80.8 121.3m b o o 17'O.C. MAX. 547 118.4 177.6 54" 101.2 141.7 60' 78.9 118.4 AT HEAD/SILL/JAMB 1'MIN. 7'- 107. 9: JTO-- - 60 98.7 146.0 60' 94.7 138.1 66" 76.0 114.0 y - 6.3• 48' 91.1 159.4 63' 66' 85.9 iJ7.3 _ 69' 74.9 112.3 INTEILLATID_ TYPE 5 0 0 o n m o 66' 105.7 148.0 66' 97.9 137.0 72' 74.0 111.0 2BY WOOD BUCK OR WOOD STRUCTURES 69' 98.7 138.1 69' 89.7 125.6 75' 73,3 11o.0 TYPICAL INSTALLATION DETAIL 72" 92.5 129.5 72" 82.6 115.9 r _ _ zso0- ---- sas ON ALL FOUR SiDES�SING ALUMINUM BUCK SYSTEM �l 75" 87.1 139.3 75' 76.9 123.0 78' 82.2 131.6 78" 71.8 114.8 845 �5 En9r.JACArDLAHMAD PRODUCTRBVISF.D �' n i' 81' 93.5 124.6 BI" 80.7 107.6 .065 .592 FIA.PE/70592 complying Ath the Flmld¢ o �I i 84" 88.8 133.2 64' 78.0 114,0 .562 1.125 CJLN.3536 Aceepllwlce N.15-0512.de 1 6 •. �I }' 87' 84.6 126.9 87' 71.8 107.6 9- I Bx nation Dale. (B 9 � �y u 1.438 I.-P. 13 r--- -J NOTE; .903 I^- hj�� drawing no. INTERPOLATION BETWEEN SIZES ALLOWED. ALUMJ,NUM I3UC:K I�12AMII�G DETA_I_L .125 ?p�5 R1011 EFER TO SHEETS 4 THRU 6 FOR WINDOW CAPACITIES ALUMINUM 8UCK OPTIONAL COVER W99 ISE LOWER APPLICABLE VALUES. 6063-T6 6063-T6 sheet 10 of 11 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES U V ALUM BUCK ALUM BUCK ALUM BUCK ALUM PUCK ALUM BUCK 4 o INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS j ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCfl00.5 ANCHORS ANCHORS ANCHORS m 111NDOW DIMS. AT 17"O.C. AT 10'O.C. WINDOW DIMS. AT 17"O.C. AT 10"O.C. WINDOW DIMS. AT l7"D.C. AT 10"O.C. WINDOW DIMS. AT 17" O.C. AT 10"O.C. WINDOW DIMS. AT 17"O.C. AT 10"O.C. Z ^ 3 EXT.(+) EXT.(+) OCT.(+) EXT. (+) EXT.(+) EM.(+) EXT.(+) EXT.(+) EXT. (+) EXT.(+) O W WIDTH HEIGHT INT.(-) INT.(-) WIDTH HEIGHT INT. (-) INT,(-) WIDTH 14EIGHT INT.(-) INT,(-) WIDTH HLIC14T INT.(-) INT. (-) WIDTH HEIGHT MT. (-) INT. 24" 159.0 195.0 24' 121,1 181.7 24" 106.0 148.4 24' 90.9 151.4 18=1/8' 194.2 19_5.0 P n E a 30' 145.4 193,8 JO' 104.4 156.6 30' 69.3 125.0 30' 75.4 125.6 26-I/2" 26, 173.9 195.0 G 0 U 36" 141.3 188.4 36" 94.2 141.5 36' 78,5 109.9 36" 65.2 108.7 37" 146.8 195.0 Q. 42" 106.0 141.3 42" 58.1 132.2 42' 71.3 99.8 42' 58.1 96.9 53-1/8' 117.0 175.6 (C 0 48" 113.1 141.3 48' 64.8 127.2 48' 66.3 92.8 48' 96' 53.0 88.3 19-1/8" 166.2 195.0 C n 54" 94.2 141.3 54' 83.8 125.6 54' 62.5 87,9 54" 49.2 81.9 26-1/2" 38-3/8' 137.6 163.4 V OO i4 57" 87.0 130.5 57' 75.4 113.1 57' 61.6 86.2 57' 47.6 79.3 37' 124.5 166.1 0 i C $ 60' 80.8 121.1 60' 6B.5 102.8 60" 00.6 B4.8 60' 46.3 77.1 53-1/8" 97.8 160.8 63' 36' 75.4 131.9 53" 54' 62.6 109.9 63' 72" 59.8 83.8 63' 45.1 75.1 19-1/8" 155.5 194.4 K1 00 o 66' 88.3 123.7 66' 72.5 _101.5_ 66" _59,7 83.0 66' 44.1 73.6 26-i/2" 50_5/8. 123.3 154.1 Q N 0 69" 83.1 116.4 59" 67.7 94.2 69' 59.0 82.8 24" 92.8 145.8 37' 102.7 128.4 - U.Z N f 72" 78.5 109.9 72" 62.8 87.9 72' 58.9 82.4 30' 76.6 120.4 53-1/8' 86.7 119.1 75' 74.4 119.0 75" 58.9 94.2_ 75• 54.4 82.4 36' 66.0 103.6 19-1/8' 119.5 195.0 Q 76" 70.7 113.1 75' 55.4 88.7 78' 50.5 80.8 42" 58.5 91.9 26-1/2" 63" 92.6 162.1 et' 80.8 107.7 81' 62.8 83.0 81' 56.5 76.4 48' 108' 53.0 83.3 37' 74.2 128.8 � m 84" 77.1 115.6 84" 59.5 89.3_ 84' 53.0 79.5 54" 48.9 76.8 53-1/8" 63.1 110.4 87" 73.7 110.6 _ 87" 56.5 84.8 87' 49.9 74.8 57" 47.2 74.1 19-1/B' 123.4 195.0 3 rn 24' 127.2 169.6 24" 106.0 159.0 24' 96.4 154.2 60' 45.7 71.8 26-1/2" 74-1/4' 94.4 151.1 z � 30" 113.1 150.8__ 30' 90.5 135.7 30• 60.6 129.2 24' 84.2 141.3 37" 74.0 116.4 � Q'1- 2 36' I 106.0 141.3 36" BO.B 121.1 36' 70.7 113,1 30' 77.5 116.3 53-1/B" 60.3 96.4 O .`1 El 01 42" 103.8 138.4 42' 74.5 111.8 42' 63.6 102.0 36" 66.5 99.8 O w 120- 46" _103.8 134.6 40' _70.7 105.0 46' 56.9 94.2 42' 58.7 86.1 N 54' 88.1 132.2 54" 68.5 102.8 54' 59.4 98.7 48' 53.0 78.5 57" 80.8 121.1 57' 68.0 102.0 57' 54.1 86.6 54' 48.8 72.9 60' 74.5 111.8 60' 67.6 101.8 60' 53.0 B4.8 24' 95.4 137.8 ¢ O n �• 42' 69.2 121.1 63' 60" 61.7 101.6 63' 70' 52.1 83.4 30" 78.3 P,7 n Z Z In 3i 66' 80.8 113.1 65' 67.8 98.9 66" 51.4 82.2 36' 132' ___66.9 914 SMS A7 6' FROM ENDS va O 69' 75.7 106.0 69" 65.2 91.3 69' 50.9 81.4 42" 56.9 0 17"O.C. MAX. O72" 71.7 99.8 72' 80.8 86.8 72' 505 80.8 48' 53.0 AT HEAD/SILL/JAMB75" 67.7 107.7 75' 56.5 90.5 75' 50.3 80.4 24' 86_7 f 76" 63.8 __102.0 _ 78' SS.O __ 84.8 78• 50.2 80.3 30' 71.0 "o144'B1" 72.7 96.9 51" 59.9 79.8 51' 50.2 74.5 J6' 60.6 . 1 84" 69.2 103.8 84' 56.5 84,8 24" 106.0 159.0 42" 53.2 88.6 a z r C r 87' 68.1 99.1 87" 55.6 80.3 30' 88.5 - _ 132.7-__ 24" 88.3 141.3 x N f°w 24' 141.3 176,7 24" 117.8 164.9 36" 77.1 115.6 30' 156' 72.2 115.5 I _ n W n 30" 123.3 154.2 30' 99.8 139.7 42' _ 89.2 103.0 36' 61.4 98.3 o 0 rc a 36" 113.1 141.3 36' 06,3 123,7 48' 63.6 95.4n, 42" 103.8 134.6 42' 50.0 113.1 54' 50.5 89.3 n• 4 2'1/2'MIN. n `e1%4"DIA. KMK-CON/ULTRACON 6 0 48- 106.0 132.5 48' 75.7 10610 57' 57.9 86.9 ° EDGE DIST. °' 1-1/4' MIN. CONIC. EMBED --9' _ 6O' .3/_4-MIN._EILLED-BLOGK�MBED - AT 6"FROM ENDS AND 57' 77.1 115.6 57• 71.6 100.0 63- 84 55.4 83.1 17"O.C. MAX. (10'O.C.ALT.) 60 70.7 106.0 60" 67.5 98.9 667 sa.a 61.6 INSTALLATION TYPE '6 AT HEAD/SILL/JAMB `o_ 63' 48 65.2 114.2 63' 66 615 98.5 69' 53.6 80.4 y m g 66' 75.7 106.0 DB' 70,1 98.1 72" 53.0 79.5 -9- 69' 01 - 69' 70.7 98.9 69" 64.2 _ 89.9 75' Sz.s 78.e TYPICAL INSTALLATION DETAIL 72 66.3 _ sz,e 7z' Ss.� e3.o ON ALL FOUR SIDESMSING ALUMINUM BUCK SYSTEM m ° 75 62.4 99.8 75' 55.1 88.1 Engr.JACAN LAMMAD PRODUCT RRV[SED � N re com 1 m wish 1!N FI9r1dw 78' 58.9_ ___94.2 78" 51.4 82.2 M.PE 70592 P Y 6 c CAN. 38 Uai1d1116 °l5-O 12.16 6 ' 81" 66.9 89.3 81" 57.8 77.1 Accc i.,Lt C No - 84' 63.6 95.4 84' 54.4 81.6 Dxpiroliun Date_ J8 g 0 7 8T 60.8 90.9 87- 51.b 77,1 By ALUMINUM BUCK FRAM_1NG DETAIL *20J5 Mi DadePnduct ,dAr/owing Ino. INTERPOLATION BETWEEN SIZES ALLOWED. rr99- I O REFER TO SHEETS 4 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLELE VALUES. sheet))oT))� i S M IAM I-g8LE 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 NOVICE OF ACCEP'T'ANCE (NOA) www,miamidade.eov/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(AM). 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 r' o-r-ev-GkG-this-accepts ce if it is determined by Miami-Dade County Product Control S on that this product or material fails to meet the r ireu�ents of the applicable building code. This product is approved as described herein, and has been design comply with the Florida Building Code, including the High Velocity Hurricane Zone. �xl)ES.GIIPTI(31�b. Serres—`Z38"Alumin.umrxe_cl�S?4'iudow T:MrI. APPROVAL DOCUMENT: Drawing No.W99-10,titled"Series-238 urn Fixed Window FL M:I:)'-';sheets 1-thxough 1_hf-1 l-dated-0�/)9/99;twith revisro`i 3`ated d 04/10/15,prepared by Al-Farooq Corporation,signed and seated 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. i 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. TERAMATION 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. A DNTA44T EMENT-- T4ie NOAbef--pmeeded--by--thowords-4iami--Dade--C-ouR 3 --'40r-ida,and followed by the expiration date may be displayed in.advertising Iiterature. 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#14-0903.06 and consists of this page I 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. 15-0512.16 ff MfAMI•DADECOUNTY Expiration Date: October 26,2018 JB�15 Approval Date: September 17,2015 ` Page 1 i i CGI Windows and Doors,Inc. i NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 01-0918.01 and) 2. Drawing No.W99-10, titled"Series-238 Aluminum Fixed Window (L.M.I.)", sheets 1 through 11 of 11, dated 02/19/99; with revision J 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 pacer® 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)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 aluminum fixed, casement and project-out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports '` . HETI 08 2143HETI-08-2-144��0-7-42_87 and T4 07-4298,ate-d- 06/27/08 and 07/17/08,all signed and sealed by.Candido F. Font, P.E. (Submitted under NOA No. 08-1114.06) Manuel PerezQi roduct Control ExaNOA No. 15-0 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-1 1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTRgUED) 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)Forced Entry Test,per FBC 2411.3.2.1, 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 series 238 aluminum casement, project-out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. RTL-0080-0301-07 and HTL-0080-0905-07, dated fiom 10/10/06 to 08/28/07, all signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOAAIs No. 08-1114.06) 6. Test reports on: 1)Air Infiltration Test,per SFBC,PA 201-94 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 a series 238 aluminum fixed window, prepared by Hurricane Test Laboratory,Inc., Test Reports No. HTL- 0080-0303-96,HTL-0080-1107-98,HTL-0080-1127-98, HTL-0080-0606-99, HTL- 0080-1020-99 and HTL-0080-0203-99, dated 03/06/96, 09/08/96, 11/10/98, 12/23/98 and 02/05-15/99, 06/07/99 and 10/28/99,all signed and sealed by Timothy S. i Marshall, P.E. (Submitted under NOA No. 01-0918.01) 7. 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. ATL-1209.01-94, dated 02/20/95, signed and sealed by Gerard B. Sullivan,P.E. (Submitted under NOA No. 01-0918.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5t' Edition (2014), dated 08/05/14,prepared by Al-Farooq Corporation,.signed and Sealed by Tavad Ab-mad,P..E_�&tbmitted_ut er previous NOA n. 14-0903 06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). Manuel erez, Product Control Exa NOA No.15-0inei Expiration Date: October 26,2018 Approval Date: September 17,2015 . E-2 i CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co., Inc. for their"DuPont SenttyGlas®Interlayer"dated 08/25/11, expiring on 01/14/17. 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.. 3. 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. 4. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'11 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. 14-0903.06) 2. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07, HTL-0080-0905-06 and HTL-0080-0905-07, issued by Hurricane Test Laboratory, Inc., dated 08/08/08 and 10/12/06, all signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 08-1114.06) 3. Laboratory compliance letters for Test Reports No, HTL-0080-0303-96,HTL-0080- 0303-96,HTL-0080-1107-98,HTL-0080-1127-98,HTL-0080-0606-99 and HTL- 0080-0203-99, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, 09/08/96, 12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall, P.E. (Submitted tinder NOA No. 01-0918.01) 4. Laboratory compliance letters for Test Report No. ATL-1209.01-94, issued by American Test Lab of South Florida,Inc., dated 02/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitter)underNOA No. 01-0918.01) 5. Test Proposal for the qualification of Butacite®PVB glass interlayer by Kuraray America, Inc. as well as Duraseal®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. OTITERS 1. Notice of Acceptance No. 14-0903.06, issued to CGI Windows & Doors for their "Series-238 Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring on 10/26/18. Manuel P re ,P.E. Product Contro Ex. niner NOA No, - 512.16 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-3 •• WINDOW WIDTH u GENERAL WINDOW SECTIONS o FLANGE FRAME VENT WIDTH . ^ WW-2- �I-.. D.L.OPG. ii O w YAY-7" H 6"MAX.TYP. I" 7 I HEAD/SILL a s r M CORNERS O W m u O I a� AT EACH END AND O:O a 2 8 18"O.C. ON SHORTER SIDES ,I O G a i 1 20"O.C. ON LONGER SIDES NO m~frI µ_- z V O W(.7 0 QUI uI 3 - -- 0 0 6 Q¢ o fT 00r� II H =I II m K b o B W w W ' p Wt7 3m = �� MfIyy c wJ3 o cif ' II II •-� II = N II ' —"""---- --_ _----h SURFACE APPLIED 3 "� n FALSE HUN7INS o ^ FOR GLASS TYPES ;i ,I OPTIONAL Z N -------- REFER TO ---- ---- " -- --- o� SHEETS 4 THRU 6 8 o F _...-.-.. B 18"MAX. In N 1 M 7 2 3 D.L.OPG. I D.L.OPG. 2 1/2' = V)4);;9 TYPICAL ELEVATION a O "I r 1' VENT WIDTH VENT WIDTH I' (FLANGE FRAME) O _z z WINDOW WIDTH o WINDOW WIDTH N p J n EXTERIOR A I MAX, ANCHOR SPACING TO BE AS FOLLOIYS 0 0 �{ _ 17" O.C. ON LONGER SIDES In V o 18" O.C. ON SHORTER SIDES 0 3 6 FOR MULLION/MULTIPLE UNITS, REFER TO IIIA l r '� SEPARATE CGI MULLION N.O.A. n 0 «FK2 2 0 0 INSTRUCTIONS: NOTESTHESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. USE CHARTS AS FOLLOWS. 1 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SHl1TTERI ARE NOT REQUIRED. o =g REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY x _ STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED HURRICANE ZONE (HVHZ). — - --- ON WIND VELOCITY.BLDG.HEIGHT, D. ZONE USING APPLICABLECABLEWOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER ASCE 7 STANDARD. LOADS TO THE STRUCTURE. a r STEP 2 SEE CHARTS ON SHEETS 4 THRU 6 FOR DESIGN LOAD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS E„gr.JACIVIL�M� PRODUCTREVISED j a CAPACITY OF DESIRED CLASS SIZE/TYPE. FLA.PE 70592 i EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CAN. 53B Building C.d -The Fllxi2 o STEP 3 USING CHART ON SHEET 9 SELECT ANCHOR OPTION Ouilding Cade S WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Acceptni-Na 5'r76l2-*1 NOT PART OF THIS APPROVAL. Ba imtinnf)ale�r�� a S y IN STEP 1 ABOVE. r�— STEP 4 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. B drawing n0. IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON Y SHEETS f0& 11 TO DETERMINE CAPACITY. Miami ndcProductCanrol MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT jS EP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,3 AND 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W99`1 q SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 1 oT 11 WINDOW WIDTH [ u ® U VENT WIDTH WW-1 1/2" GENERAL WINDS OW SECTIOND.L.OPG. 0 n EQUAL LEG FRAMF1 _6 1/2' 8"MAX,TYP. 1=w r Qf HEAD/SILL a A �I CORNERS Q as v a 1A M - �o �D a 0 O if z Oro AT EACH END AND © II IT 'D �u C.0. 3¢p L 8 18"O.C. ON SHORTER SIDES jj ii m o!'0 a0 2 20"O.C. ON LONGER SIDES F II jj N QW3LL W W �UND1_o W 3o i 6 � I I Z ry5 I ___ 11 2 it 8 J -'- '-'--H'-- SURFACE APPLIED T �FALSE.HUNTINS j p OPTIONAL } p ---------- O n e w O W X ❑� g t o"Max. m -d v~i - Z t` o fn N^ u TYPICAL ELEWATION - - (EQUAL LEG FRAME) ¢ O M I 1A 3 FOR GLASS TYPES, N Z z 2 D.L._oPG. .s REFER TO n.L.aPc. 2 1/2• I 3 0 MAX. ANCHOR SPACING TO BE AS rOLL01YS 3/d• VENT WIDTH_ a SHEETS 4 THRU 6VENT WIDTH 3/4• 17" O.C. ON LONGER SIDES U O O 18" O.C. ON SHORTER SIDES to U o WINDDV MOTH _ _WINDOW WIDTH O EXTERIOR LL� C o I i v z Gi I 1 2 O o n 6 O W = - - z O' Eng..JAVAD AHMAD CML PRODUCTREVISED i a 2 FLA.PE�70592 .complying with the Rands c _ CAN. 538 Doilding Codo }` © A—plance No 154-612.16 s r $ EN.hn11M 13.1 7 - MA 2015 A1tat i ado Pro" drawing no. 1A W99-10 sheet 2 of 11 i••-2.625 2.625 )"2.079 1.757 r 5 I � I 768 625 I} I I.00D 1.9� .090 TYP. z m % L875 I -n'y��"nl 2.625 2.625 2.215 -'ZJ 720 i o f n a 2.465 1.4380 a O ,OBO TYP. Q J v � 1.222—I Q / CORNER KEY CORNER KEY V p .060 THICK ST. STEEL ,062 THICK ALUMINUM FLANGE FRAME VENT (5/16" LAM. GLASS) a Q a<a 8 - 2.075-- r-1.757 Q yy T_ .766, Q ,090 TYP. LL Z y 1.057 1.975 If) Q QuT7 eiF r VENT CORNER 2.465 2715 1� ° N 1.43° r .080 TYP. n ].624--J j 3 VENT (INSUL. LAM. GLASS) Ig EQUAL LEG FRAME 3 _ 1.767 w o w ALL FRAME AND VENT CORNERS TO BE � u SEALED WITH GE SILPRUF OR EQUIV. O wV) ITEM PART 9 gUANTITY DESCRIPTION MATERIAL MANF./SUPPIIF.R/RFMARKS .090 TYP• I Ad ^ o 1 OGI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUN. 1.875 in S IA CGI-}g7 4 EQUAL LEG FRAME 6063-T6 INDALEX OR EQUN. 720 ¢ 0 N M I 2 CCI-378 4 VENT(5/16"LAM.GLASS) 6063-T6 INDALEX OR EOUN. C'Z _ _ ...._....._._.__ I —( L438 _20 CCI-381 4 VENT(INSUL.IAM.CL SS) 6063-T6 INDALEX OR EQUN• I 2C CGI-3B5 4 VENT(7/16"LAM.GLASS) 6063-T6 INDALEX OR EQUN. L to n 4 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUN. 1.347-� w U O O ' _._._. ..-.._ _- .... .� U.-O 3A CGI-396 4 SQUARE GLAZING BEAD 6063-TS INDALEX OR EQUN. 4 VENT (7/16° LAM. GLASS) L - 4 .060 THICK CORNER KEY ALUMINUM - ' 5/ - 8 1.060 THICK CORNER KEY ST.STEEL _ .754 6 AP-425 _AS REOD. FRAME WEATHERSTRIPPING ULTRAFAB/SCHLEGEL 7 0200 X190 AS REOD. VENT WEATHERSTRIPPING SCHLEGEL Q-LON I— r�m t _ / - B AS REOD. VENT SCREWS®20'D.C.LONGER SIDES, 16"O.C.SHORTER SIDES 110 X 1'SS SMS .383 - � c / I 9 - 2/CORNER FRAME AND VENT ASSEMBLY SCREWS - X10 K 1-1/4'SS SMS OST a` F 10 - 2/LITE SETRNG BLOCKS EPDM OUROMETER 8515 SHORE A - 617`„-, 4' V, Ci /' I CGI-375: OGEE GLAZING STOP d� 9 T-- .808 .808 II 830 H I 3.617 .��u uz�8 CGI-396: SQUARE GLAZING STOP _ En9n JAVAD AHMAD CIVIL PRODUCT RRVISF.D F.A.PE g 70592 ro complying with Um Florida o C N.3538 Building Codn e A iffiit,ccNo15'0512.1G,� Bx iralinn Dale //��QQ " 4 2015 —' FRAME CORNER By drOwing no. N9nm; Adoprod&Io(.6f1(ITd W99-10 sheet 3 of 11 r t, 1/8"ANN. SS 3/16'ANN. GLASS 3/t6"HEAT STREN'D GLASS l� !� o .075"Soflex CP With PET Core .075"Saflex CP With PET Core m 4AA j By'Eastman Chemical Co.' f- By'Eastman Chemical Co.' 'M .090"Soflex Clear And Color Class ,090"Soflex Clear And Color Gloss II .090"Soflex Clear And Color Glass Z j By Eastman Chemlcol Co.' By'Eastman Chemical Co. By'Eastman Chemical Co.' G INTERLAYERS--[ INTERLAYERS INTERLAYERS - .090"Bulacite PVB .090"SentryGlos .090"SentryGlas FQ:Es By'Kuraroy Americo, Inc.' By'Kuraray Americo, Inc.' By'Kuraroy America, Inc.' a 6 0 .-._ .090"Butacite PVB .090"Bulacite PVB 0 w m° By'Kuraroy America, Inc.' By'Kuroray Americo, Inc.' Q. ANN.GLASS 3/16"ANN.GLASS >w 3/16"HEAT STREN'D GLASS D: n SILICONE i w G r it GE-1200 •i .I SILICONE f H 'i .I SILICONE y I o W'I GE-1280 g GE-1200 c ➢[IV 995 'I IN II I DOW 995 1 II a a p i I DOW 899 I i DBW 899In SQUARE BEAD III I- Q w OPTIONAL LL ALL GLASS TYPES c�V C1, 4 ON LITES AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES Q u�l el WIBE A 6' 10 WIDER-THAN 36" tU WIDER THAN 36" 5/ l'- 7/16" NOMINAL 7/18" NOMINAL a GLA ? GLASS TYPE '3' GLASS TYPE '6' n z N PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS za y I lY n WINDOW DIMS. GLASS TYPE. '2' GLASS TYPE'0' GLASS TYPE'8' - 0 W .- WIDTH HEIGHT EXT. (+) INr. (-) EXT.(+) 1NT. (-) EXT. (+) 1N7T. 0 C � 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 N 26-1/2" 110.0 166.2 110.0 195.0 110.0 195,0 26' (n u) N 37" .110.0 166.2 110.0 172-5 110.0 195.0 J ?�N M m 53-1/8' 110.0 120.0 110.0 14$.2 110.0 195.0 < O m 0 3 J N ' 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 Z LLi , 26-1/2' 38-3/8- 110.0 163.0 110.0 167.7 110.0 195.0 N 3 O V 37' 110.0 116.8 11010 151.9 101.8 180.5 w w U O O -J 53-1/8" 84.1 84.1 108.8 118.7 108.8 118.7 O � 19-1/8" _Ll .0 185.7 110.0 187.6 110.0 195.0 O 26-1/2"- 50-5/8" 110.0 131.2 110.0 148.7 110.0 195.0 37' 95.0 95.0 110.0 120.0 110.0_ _1_20.0__ 53-1/8" 67.9 67.9 85.3 85.3 85.3 85.3 19-1/8" 110.0 177.5 110.0 179.4 110.0 195.0 h g 26-1/2" 102.7 102.7 110.0 120.0 110.0 120.0 o p o 63" 37 70.5 70.5 102,1 111.3 102.1 111,3 33 53-1/8' 57.7 57.7 81.3 81.3 81.3 81.3 y u o R 6 19-1/8" 110.0 120.0 110.0 174.8 110.0 195.0 ri -26=1/2 74-1/4" I 2. 37" 56.9 56.9 90.0 90.0 go- 53-1/8" 0053_1/8^ n vi r N Eqr..JAVAD AHIJAD PRODUCT RBVISUD -y FLA PE ML 70592 s,complying with UID PIarlds H i CAN. 536 building Cade 15.0512.Ire Aeceplmlce No Ir<I-lionDate �pJB E % By MLat ADado Product drawing no. MAY M W99-10 sheet 4 -f I1 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS R6LA TO SHRTS 71HI1U 11 MR OryTµUWW ORNL4 WO1A TO SHEETS 7 WM 11 IOR 967NUlpN OE1M9 RCnR TO SXIEIS 7 TM 11 AOR MSIMIATION 0RN15 WINDOW DINS. I CUSS TYPE'9' GLASS TYPE'9' OUSS TYPE'0' WINDOW DIMS, CLASS TYPE'2' OIASS TYPE'0' 1 GTA59 TYPE'8' WINDOW DINS. OIASS TYPE'2' GLASS TYPE'0' MASS TYPE'6' 1 WIDTH HEIGHT EXT.(+)I mr.(-) DO.(+) 1M.(-)EXT.(4) INT.(-) Mm HEIGHT EM.(4) INT.(-) EWT.(+)I IW.(-)I E7R.(+) INE(-) MOTH HEIGHT EM.(+) 1M.(-) IXr.(+) INT.(-)EXT.(+) INT.(-) m xs' 110.0 780.0 11010 191.9 110.0 195.0 24• iloA 120.0 110.0 151,8 110.0 19s.0 2$ 110.0 114,4 110.0 120.0 110,0 120.0 NOTE: Z m ` "-' -''" LOAD AREA LIMITS 30' 110.0 114.0 110.0 766.3 110.0 195.0 JO' 91.2 91.2 110.0 120.0 110.0 120.0 JO' 65,7 65.7 90.0 90.0 90.0 90.0 O F m T 36' 10 120.0 110.0 181,7 104,7 185.5 36• 78,9 78.9 105.9 115.5 105.9 115.5 36' 48.6 48.9 80.0 90.0 BD,O 90.0 FOR +1 1 0, -1 95 PSF = 1 0.0 SQ. FT. 0 10, W � a 42' 110.0 120.0 110.0 1 20,0 110.0 120.0 42' 67.9_ 67,9 90.0 90.0 90.0 9060 42' - - - - 90,0 80.0 +110, -120 PSF = 16.3 SO. FT. +90, -90 PSF Q a 48' 104.9 161.9 110.0 120.0 110.0 120.0 48' 85.0 65.0 90.0 80.0 90.0 90.0 48' = 24.0 SQ. FT. IL - - - - 70.0 70.0 0 p 54' 8137 88.3 110.0 120.0 110.0 120.0 54' 60.2 6012 80.0 80.0 80.0 80.0 sa• _ _ _ _ 70.0 70.0 +70, -70 PSF = 35.0 SQ. FT. 0 5T 81.9 81.9 108.3 110.1 108.3 119.1 57' 57.8 _57,6 75.8 75: 75.9 75,6 aT - - - - 70.0 70.0 +50, -5O PSF = 45.0 SQ. FT. C __L _ _..._ .. 60' 76.8 76.9 105.9 119.5 105.9 116.5 60' - - - - 72.0 72.0 60• - - - - 70.0 70.0 63' J6' 77.5 723 107.7 113.2 103.7 113.2 W. 60' - - - - 70.0 70.0 63' 64 - - - - 50,0 50.0 IGI, n 65' 68.5 68.3 90,0 90.0 90.0 9D.0 66' - - - - 7D,0 70.0 SO.D 90.0 V p r1 69' 64.5 64.5 80.0 90.0 90.0 913.0 69' - - - - 70,0 70.0 69' - 50.0 50.0 a W m 72' 60.9 60.9 90.0 90.0 90.0 9D.0 72' - - - 70,0 70.0 72' - - - - 50.0 50.0 It Q e(N 75' 57.8 57,6 90.0 90.0 90.0 80.0 75' - - - - 70.0 70.0 75• - - - - 50,0 50,0 O O00 K 78' 55.0 55.0 90.0 91310 00.0 90.0 78' - - - - 70.0 70,0 24' 88.8 08.6 110,0 120.0 110.0 120.0 N ,p N el' 50.2 50.2 90.0 90.0 Po.0 90.0 81' - - - - 70.0 70.0 30' 57.9 57.9 90.0 90.0 90.0 90.0 Q W�W (tj e4' 40.8 48.6 913.0 80.0 80_.0_ 90.0 81' - - - 70,0 70.D 36' 43.0 43.0 90.0 90.0 90.0 90.0 li,Z in 0 87' 47.0 47.0 90.0 90.0 90.0 90.0 07' - - - - 50A 50.0 42' _- - _ - ]0.0 70.0l(N+�l_� J 2<' 110.0 168.0 110,0 168.7 110.11 185.0 21' 110.0 118.6 110.0 120.0 110.0 120.0 48' - - - - 70.0 70.0 WDW.WIDTH , IW- 30' 110.0 144.0 110.0 150.9 110.0 193.0 30' 81.8 01.8 110.0 120.0 110.0 120.0 64' 06' - - - - 50.0 50.0 J0' 110.0 120.0 110.0 120.0 110.0 120.0 36' 68,5 68.5 9D.0 90.0 90.0_ 90.0 57' _ 50.0 42' 102.9 102.9 110.0 120.0 110.0 120.0 4V 60.2 60.2 90.0 1 90.0 9060 .9060 60' SOA 50.0 m la' 87.2 07.2120.0 110.0 120.0 46' 57.0 57.0 90.0 1 90.0 9060 90.0 63' - - - 50.0 $0.0 ,gyp 54' 76.9 76.9 103.9 113.1 107.9 113.4 51' - - - - 80.0 00.0 66' - - - - 50.0 50.0 37' 721 72.2 90.0 90.0 90.0 90.0 57' - - - - 70.0 70.0 24' 70.4 70.4 90.0 90.0 90.0 90.0 60' 42, 67.9 67.8 90,0 80.0 90.0 80.0 60' - - - - 70.0 70.0 30' 56.4 _58.4 90.0 00.0 80.0 90.0 n 63' r�7 63.9 90.0 90.0 80,0 90.0 6J' E6 - - - - 68.9 Sa.6 36' - - - - 70.0 70.0 Q' 11 n 66' 60.2 90.0 90.0 80.0 00.0 66' _85.5 42' - - -- 70.0 70.0 3 p 7vx9 69' 64.3 80.0 90.0 90.0 90,0 69' - - - 63,5 65.5 18' Imo' - - - - 30.0 50,0 X OO K 4 ._. '"7x' 52.0 80.0 80,0 80.0 80,0 72' - - - - 65,5 65.5 94' - - - - 50.0 50.0 75' 4B.1 90.0 80.0 90.0 90.0 75' - - - - 653 69.5 57' - - - - 50.0 50.0 4� N75' 48.7 88.4 65.4 90.0 90.0 78' - - - - 50,0 50.0 6g' - - - - 50.0 50.0 WINDOW LENGTH81' 44,8 05.4 B5.{ 90.0 90.0 81' - - - - 50.0 50.0 24' 59.5 59.5 90.0 90.0 90.0 90.084' - - - 80.0 90.0 84' - - - - 50.0 50.0 30' - - - - 90.0 90.087' - - - 70.0 70.0 87 - - - - 50.0 50.0 36• _ - - - - 70,0 70.0 _- 24' 110.0 160.0 110.0 161.7 110.0 193.0 24' 110.0 1113 110.0 120.0 110.0 120.0 42' 120 - - - - 70.13 70.0 30' 110.0 120.0 110.0 141.1 108.2 191.9 30' 77.0 77.0 110.0 120.0 110.0 120.0 48' - _ _-_ - - 50.0 50.0 3 : ///� 0 n 36' 104.8 101.8 110.0 120.0 110.0 120.0 36' 60.9 60.9 90.0 90.0 80.0 90.0 54' - - - - 50,0 50.0 " W - r- 42' 87.2 07.2 110.0 120.0 110,0 120.0 42' 52,0 52.0 80.0 BO.D 90.0 90.0 24' 48.9 48.9 130.0 80.0 90.0 90.0 3 U�o 6 .. .. 66 6 6... 16' 77.7 77.3 110.0 120.0 110.0 120.0 40' 50.6 50.6 85.5 03.5 90.0 90.0 JO' - - - - 70.0 70.0 � 54' 093 _69.6 90.0_ _80.0 80,0 9D.0 54' 70.0 70.0 36' 132' 70.0 70.0 SY 667 66.3 90.0 90A 90.D 90.0 57' 70.0 70.0 42 SOP 50.0 NOTE: 60' 65.0 65.0 _90.0 90.0 90.0 90.0 60' - - - - 70.0 70.0 18' - - - - 50.0 50.0 'WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 48' 72' VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE, 53' 80.8 60.8 90.0 90.0 90.0 90.0 63' - - - - 68,6 68.6 24' 41.3 41.3 9010 90.0 90.0 90.0 66' 57,0 57.0 90.0 90.0 90.0 80.0 60' 65.5 65,5 30' - - - - 70.0 70.0 69' 53.6 53.8 5916 69.6 90.0 90.0 69• - - - - 62.6 62,S 36' - - - - 50.0 50.0 144' .. O.• iF ^,F 72' 50.6 50.8 BS.a 85.3 90.0 90.0 72' - - - - 50.0 50.0 42' - - - 50.0 5060 90.0 90.0_ 75' - - - - 50.0 50.0 24' - - - - 70.0 70.0 0j o 78' - - - - 70.0 70.0 70' - - - 50.0 50.0 J0' 156' V - - - - 70.0 70.0 u U<u 81' - - - - 70.0 70.0 al• - - - - 50.0 $0.0 36' - - - - 50.0 50.0 d Zj i o a o 04' 70.0 7DO 84' 5D.0 50.0 uu 0. ..0.0 .. 87 _ _ _ _ 50.0 50.0 24' 110.0 142.2 110.0 155.9 1IUD 195.0 24• 1DS.1 100.1 110.0 120.0 110.0 120.0 y SOO m ' 107.3 107.3 110.0 120.0 110.0 120.0 JO' 70.2 70.2 110.0 120.0 110.0 120.0 J6' ae.b 118.3 110.0 120,0 110.0 120.0 35' a3.0 55,0 90.0 _ _90.0 9D.0 90.0 NOTE' `"D`` �-A 42' 76.9 75.9 103.9 113,4 103.9 113.4 42' 46.7 46.7 138.4 88.4 9D.0 90.0a O LL 0 x GLASS CAPACITIES ON THIS SHEET ARE 48' 69a 69.8 90.0_ 913.0__ 90.0 90.0 48' - - - - 70.0 70.0 - - -"--� _ BASED ON ASTM E1300-09 (3 SEC. GUSTS). 54' 87.4 87.4 80.0 00.0 80.0 80.0 54' _ 70.0 70.0 57' 63.7 83.7 80.0 8D.0 BO,o 80.0 57' - - - - 70.0 70.0 •� 60' 54, 613.2 60.2 80.0 80.0 8040 SOO 60' 78' - - - - 70.0 70.0 Engr:JAVCAIDLAHMPD pREIDUCi'REVISED n o 63' 57.1 57.1 60.0 80.0 60.0 60.0 W. - - - - 68,6 68.8 m complying With tho Floud. I FLA.PE//70592 Building Code 66' - - - - 8060 80.0 88' - - - - 50,0 50,0 4.kN.3538 g ActtplonccT}O10.0 7oA 69' 50.0 50.072' 70.0 713.0 72' 50.0 50.0 75' - - - - 70.0 70.0 75' - - 50.0 50.079' - - - - 70.0 70.0 7e' - - - - 50,0 5060 A4i DadD Product drawingat' - - - - 70.0 70.0 a1' - - - - 5D.0 60.015 W99-10 81' - - - - 70.D 70.0 97• - - - - 70.13 70.0 sheep 11 • 1/8"TEMP.GLASS 1/8"TEMP.GLASS AIR SPACE ® o AIR SPACE 1/8"ANN.GLASS 1/8"TEMP. GLASS .075"Saflex CP With PET Core .075"Saflex CP With PET Corem By 'Eastman Chemical Co.' By'Eastman Chemical Co.' 0 F a •090•Saflex Clear And Color Glass .090"Saflex Clear And Color Glass Z W By 'Eastman Chemical Co.' B 'Eastman Chemical Co.' X a INTERLAYERS INTERLAYERS y .090"SentryGlos .090"SentryGlasO w m 00 By Kuraray Americo, Inc.' By Kuraray Americo. Inc.' .090"Bulacite PVB .090" IL ' By 'Kuraray Americo, Inc.' By' Bulacite PVB By'Kuraray America, Inc.' �H.. SQUARE BEAD OPTIONAL �j XL-EDGE SPACER -1/8"ANN. GLASS / ALL GLASS TYPES Q w M o 1 8"TEMP, GLASS XL EDGE SPACER a -.> o ST. STEEL 8Y'CARDINAL' SILICONE ST. STEEL BY'CARDINAL' SILICONE 0 ap ccNq OR GE-L200 OR GE-1200 0.6-2 d DURASEAL BY'gUANEX' DOW 995 DURASEAL BY'QUANEX' DOW 995 N o m OR DOW 899 OR DOW 899 Q C 3 w ^ SUPER SPACER BY'QUANEX' SUPER SPACER BY'QUANEX' k Z In -o n� �D in 10 AT 1/4 POINTS ALL SIZES 10 AT 1/4 POINTS ALL SIZFS I Q w r GLASS INSULATED GLASS INSULATED GLASS TYPE 2A' CLASS TYPE '3A' N I PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION OETMS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAIS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION OETMS REFER TO SHEETS 7 THRU 11 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'OA' WINDOW DIALS. GLASS TYPE'2A' GLASS TYPE'OA' WINDOW DIMS. GIASS TYPE'2A' CLASS TYPE'SA' WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'3A' WIDTH HEIGHT EXT.(+) 1M.(-) EM.(+) 1M.(-) WIDTH HEIGHT EM.(+) IM•(-) EXT.(+) INT.(-) WIOTH1 HEIGHT EM.(+) IM.(-) EXT.(+) 1M.(-) O " WIDTH HEIGHT M. (+) 1NT,(-) EM. (+) INT.(-) M O w 24' 110.0 180.0 110.0 180.0 24" 110.0 160.0 110.0 160.0 24' 110.0 118.4 110.0 120.0 x 0 w 19-1/8" 110.0 195.0 110.0 195.0 x O- 30" 110.0 144.0 110.0 144.0 30" 110.0 120.0 110.0 120.0 30' 81.8 81.8 110.0 12.0.0 In 26-1/2" 110.0- 166.2 110.0 166.2 J6' 170.0 120.0 110.0 120.0 36" 110.0 111.3 110.0 120.0 36' 72" 64,7 64.7 _90.0_ 90.0 26" Z 1 Ell h o Lo 42' 110.0 120.0 110.0 120.0 '42' 92.7 92.7 96.9 102.9 42' -55.2----55.2 90.0 90,0 37" 110.0 166.2 110.0 166.2 S t 48' 110.0 111.3 110.0 120.0 48' 82.1 82.1 84.8 90.0 48' 53.7 53.7 90.0 90.0 5}-1/8" 110.0 120.0 110.0. 120.0 0 N NM1 O n 5a' 93.8 93.8 110.0 120.0 54" q8' 74.2 74.2 90.0 90.0 24' 110.0 114.8 110.0 120.0 19-1/8" 110.0 195.0 110.0 195.0 0�_ rn 57' 87.0 87.0 110.0 116.9 57' 70.4 70.4 90.0 90.0 30" 74.6 74.6 110.0 118.9 26-1/2" 110.0 163.0 110.0 163.0 N _z Z N 60' J6• 81,7 81.7 120.0 114.3 60" 69.0 69.0 90.0 90.0 36' 78" 58.4 58.4 90.0 90.0 37" J8-3/0" 110.0 116.8 110.0 116.6 S C,J 63' 77.0 77.0 120.0 112.0 6Y 64.6 64.6 90.0 90,0 42' 49.6 49.6 90.0 90.0 53-1/8" 89,3 89.3 110.0 112.6 C5 C) J 66" 72.7 72.7 90.0 90.0 66" 60.5 60.5 90.0 90.0 24' 110.0 12.0.0 110.0 120.0 19-1/B' 110.0 185.7 110.0 185.7 o O w, 69" 58.5 68.5 90.0 90.0 69' 57.0 57.0 90.0 90.0 30' 84' 69.8 69.8 90.0 90.0 ----T 7.6-1/2" 110.0 139.4 110.0 147.2 72' 64.7 64.7 '90.0 90.0 72" 53.7 53.7 90.0 90.0 36' 51.6 51.6 90.0 90.0 50-5/8' 75' 61.4 61.4_ 90.0 90.0 24• 110.0 151.0 110.0 154.3 24' 94.1 94.1 110.0 120.0 37" 100.9 100.9 110.0 116.8 53-1 8 72.1 72.1 85.3 85.3 78' 58.4 58.4 90.0 90.0 30' 109,7 109.7 110.0 120.0 30' 96" 61,6 61.6 90.0 90.0 /� 81' 53.4 53.4 917.0 90.0 36' 93.8 _93.8 110.0 120.0 36' 45.6 45.6 90.0 90.0 19-1/8" 110.0 177.5 110.0 177.5 m4 84' 51.8 51.6 90.0 90.0 42' 81.7 81.7 96.9 102.9 24' 74.11 74.8 90.0 90.0 26-1/2" _ 109.1 109.1 110.0 120.0 BY 49.9 49.9 90.0 90.0 48" 54' 74.2 74.2 90.0 90.0 30' 108" 59.9 59.9 90.0 90.0 37" 63 74.9 74.9 110.0 110.7. O r ZE oFp 24' 110.0 168,0 11010 168.0 54' 71.6 71.6 80.0 80.0 24' 120' 63.2 63.2 90.0 90.0 53-1/8" 61.3 61.3 81.} 81.3 30' 110.0 144.0 110.0 144.0 57' 67.6 67.6 00.0 80.0 24' 132• 49.8 49.8 90.0 90.0 1g-1/8" 110.0 120.0 110.0 120.0 36' 110.0 120.0 110.0 120.0 60' 64.0 64.0 80.0 80.0 24' 144' 43.8 43.8 90.0 90.0 w GT a a 26-1/2' 74-1/4" 95.4 95.4 110.0 120.0 48' 92.7_ __92.7 -?6.9_ 102.9 24' 110.0 120.0 110.0 120.0 37" 60.4 60.4 90.0 90.0 WDW.WIDTH 'n 54' 81.7 81.7 96.9 102.9 30' 96.9 96.9 110.0 120.0 NOTE: - 57' 76.7 76.7 90.0 90.0 36' 81.7 81.7 1100 114.J 'rn o n a o az' LOAD AREA LIMITS -o 0 so' 72.1 72.1 90.0 90.0 az" so 72.1 72.1 90.0 90.0 FOR +110, -195 PSF = 9.32 SO, FT. 2 0 63' 67.9 67.9 90.0 90.0 48' 69.0 69.0 90.0 90.0 WINDOW LENGTH +110, -120 PSF = 16.2 SQ. FT. 1 _T 66" 63.9 63.9 90.0 90.0 54' 64.0 64.0 80.0 80.0 +90, -90 PSF = 24.0 SQ, FT, _ 69" 58.8 58.8 90.0 90.0 57' 61.2 61.2 75.8 75.8 En JAVAD AHMAD m .A 72' 55.2 55.2 90.0 90.0 24' 110.0 120.0 110.0 120.0__ 3j/ 9r CML PRODUCT REVISED j 75' 52-2 52.2_ 90.0 90.0 3D' 86.9 86.9 110.0_ _120.0 //j%" o p 4PEf", Rs complying With Ttm Flaridaz BuI1ding Code78' 49.6 49.6 90.0 90.0 36' 66' 72.7 72.7 90.0 90.0 + AcceptanceNo 15' 7"1�81' 47.6 47.6 90.0 90.0 42" 639 63.9 90.0 Ex ITa11011 Dale ��48' 60.590.0 yNOTE; WIOTH AND LENGTH DIMENSIONS CAN BE ORIEMEO 15 Miami ade Produc(C41TI1r0i GLASS CAPACITIES ON THIS SHEET ARE VERTICALLY LE HORIZONTALLY A5 SHOWN ABOVE. BASED ON ASTM E1300-09 (3 SEC. GUSTS). sheet 6 of11 I_ NSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 TYPICAL ANCHORS m SEE ELEV. FOR SPACING O1 SEE SHEET 9 FOR DESCRIPTION z TYPICAL ANCHORS TYPICAL ANCHORS p �0 • /-SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING N SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION METAL Q F r ti STRUCTURES O a cOi SEALANT _ f SEALANT _ 0 I pG a x >i a paQa.°, v <z a ^" ..?.Ire' ..� ...a v z• a �N 2 I/8' I x p N o1 va . v. •'g.. av v ..s' HIN. Lay �w3 a Q N < a1'MIN <: at'MING I 2 In I _ 2-1/2'MIN. 2-1/2'MIN. Q W INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED I .MATERIAL,: PRESSURE TREATED _ a I TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAI ATTACHMENT TO a ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES z to N G O wi0 Ld p TYPICAL ANCHORS TYPICAL ANCHORS Ln SEE ELEV FOR SPACING TYPICAL ELEV. FOR SPACING TYPICAL ANCHORS = qj N SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION SEE ELEV. FOR SPACING Z F_n o SEE SHEET 9 FOR DESCRIPTION s V)v7 M h J �NM I L 3/B' SEALANT Z Z ti SEALANT- 4. N 300 x 2 7/B' V a' 2 1/9' r v BUCK INSTALLATION BY OTHERS QBUCK INSTALLA710M BY OTHERS " t'MIN, t' MINA ATTACHMENT TO 0 Q, - - PA PROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' R�+�:-PRESSUSEIREAT TER&I ERESSURE_TBEATED _ TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL d `a o0or� ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD ; == 6 R E 0 c Engr:JAVAD MW PRODUCT RGVISED d A - CML rty complying wish the Florida H i FLA. CAN 3539592 Building Cede O Acccplonce No -0512.1ro .'ImlloA Dole WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN 04 2015 n o-- o _. m'—' ade rodud drawingno. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER W99-10 THEM TO THE BUILDING STRUCTURE. sheet 7 of 11i INSTALLATION CON1211'IONS EQUAL LEG FRAME lg V FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING v' SEE SHEET 9 FOR DESCRIPTION Z m J ZZ Z n 6 TYPICAL ANCHORS TYPICAL ANCHORS METAL Q f n SEE SHEET 9 FOR AOESCRIPTION /—CINGSEE ELEV. FOR SPACING STRUCTURES O iv SEE SHEET 9 FOR DESCRIPTION m (L 1 3/8' I 1%O V N 0 aoWMo I T— -� , '- d Q aCa H a, a h o 1 3; wy6?2w 00fI{I{N.!��R.1ii I JafofQ- o MIN, MIN. I'MI 2-1/2'MIN. N _ INSTALLATION TYP ` -1, 9YOOD BUCK TYPES Ir1STALLATION TYPE '2' WOOD BUCK TYP ' I d e MATERIAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED '^ O ul TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO N ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD O METAL STRUCTURES o w 0 oQ 46 TYPICAL ANCHORS j TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING :1' p '0 SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION 3 O1 SEE SHEET 9 FOR DESCRIPTION SEE SHEET 9 FOR DESCRIPTION N Z Z �oJ0 L� I w O �^ rn U I I I I x lV • f� � �= a I �c�r . °o ° I 27/9' e° ' <•v MIN. ATTACHMENT TO v d e - BUCK INSTALLATION BY OTHERS e 'e 'BUCK INSTALLATION BY OTHERS u, $ u o v APPROVED MULLIONS " IN. 'MI . ,�STALLATION TYPE '3' A�OOD BUCK TYPE '3' &STALLATION TYPE '4' WOOD BUCK TYPE '4' o v" ^~m vo �' MATERWA PRESSURE TREATED TERIA• PRESSURE TREATED y = ala 0 u x c - TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL c ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD Eng,.DR.HUA AYOUN FAROoo i STRUCTURES PRCDU(-TRBV[SHD T Ly FIA PE 1 16557 nsc.mnplyinamilhtIm FIciida o C N.3538 Duilding Cod. Ji Acceplmlc.NO 15'0512.1fo o �' I , Bx ira[ion Dale /�18 $ L WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN Dy drawing no. MT ado Pmdurl' LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 4 2015 W99-10 THEM TO THE BUILDING STRUCTURE. sheet 8 of 11 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE. VALUES �• � OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS OF INSTALLATION ANCHORS �WO_W_.WIDTH �� o REFER TO SHEETS 7&8 FOR DETAILS REFER TO SHEETS 7&8 FOR DETAILS REFER TO SHEETS 7&8 FOR DETAILS REFER TO SHEETS 7&8 FOR DETAILS REFER TO SHEET 7&8 FOR DETAILS _ WINDOW DIMS. EXT (+) WINDOW DIMS. EXr. (+) WINDOWI DIMS. EXT.(4) WINDOW DIMS, EXT (+) WINDOIT DIMS. EXT.(1) - 74' INT.(-) WIDTH HEIGHT INT. (-) WIDTH HEIGHT INT.(-) WIOTH HEIGHT INT.(-) WIDTH HEIGHT INT.(-) v WINDOW LENGTH O195.0 24' 195.0 24• 195.0 24' 195.0 19-1/8" 195.0195.0 30" 195.0 30' 195.0 30" 174.926-1/2• 195.0195.0 36 195.0 36" 179.3 36" 150.6 37" 26" IgS,p o ��j%, a O195.0 42" 195,0 42' 162.7 42" 133.5 53- ' 0 `i � 0 W108. ....193.8 4B" 781,5 48' 151.3 48' 121.0 19-1/8" 195.0 ----- I --------- ' �5195.0 54" 191.2 54• 143.4 54" _.11_1..._5 26-1/2• JB-3/8" 195.0 0 8n LL 57' 195.0 57" 172.1 57' 140.5 57' 107.7 37" 195.0 t(QIE: (1 N 60" 184.4 80' 156.4 60" 138.3 60' 104.2 53-1/8' 195.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED Cf O w M o VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. cc> 0 63" 36 172.1 eJ' S4" 143,4 63" 72" 136.6 24" 188.2 19-1/8" 195.0 IMERPOLATION BETWEEN SIZES ALLOWED. O IL n O 66' 161.3 66' 132.4 66" 128.0 30" 154.9 26-1/2' So 195.0 195'0 Q;y a0 it G N 69" 189.8 69' 153.7 69" 134.7 30" 120" 132.9 37' 195.0 eQ w 3 y 72' -- 179.3 72" 143.4 72' 134.4 42" 117.3 53-1/8" 195.0 Z N E n 75" 169.8 75" 134.4 75' 124.1 48' 109.9 19-1/8" 195.0 ^'I ZuZ cm 78' 161.3 78" 126.5 78• 115.2 54' 97.1 26-1/2' 63" 195.0 Q W~f 81' 153.7 81" 119,5 81• 107.6 24" 193.6 37' 169.3 Ba' 146.7 84' 113.2 84' 100.8 JO' 158.9 53-I/B' 144.0 N 87' 168.3 67' 1 129.1 87' 113.9 36" 132' 135.9 19-1/8 195.0 J 24' 195.0 24' 195,0 24' 195.0 42" 119.626-1/2 195.0 v n ' 30" 195.0 30" 195.0 30' 184.4 48" 107.6 37" 74-1/4' 168.9 36' 195.0 36' 184.4 36' 161.3 24" 195.053-1/8' 137.6 42' 195.0 42" 170.2 42' 145.6 W. 162.1 ,}o Q yrj 48" 184.4 48' 161.3 48' 134.4 36" 144• 138.3 I x O La 54' 195.0 54• 156.4 54' 126.5 42' 121.4 57' 184.4 57" 155.3 57' 123,5 24" 1 181.5 Z 4? h 60" 170.2 _ 60' 154.9 60" 121.0 30• 156' 148.3 I I M 63' 42" 158.0 63' 60• 140.8 63" 78' 119.0 36' 126.J O 66" 147.5 66" 129.1 66" 117.3 10 o 3 n ZZ� 69' 172.9 69" 148.9 69" 116.1 I I 3 O J n 72" 162.7 72" 138.3 72' 115.2 75" 153.7 75" 129.1 75' 114.7 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0�W- aq pp vl n Uro 78" 145.6 78' 121.0 78' 114.6 1/4" DIA. KWIK-CON II BY 'HLT:'(FU=163 KSI.Fy=157 KSI O 81" 138.7 84" 107.6 24• 13 81" 113.9 81' 1 95.0 06.4 1/4" DIA 84" 131. ULTRACON BY 'ELCO' (FU-177 K51,FY-155 K51) 87" 150.9 87• 1 122.3 30' 168,3 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES r• 1- 24" N193.5 24" 195.0 36' 146.7. 1-1/2" MIN. PENETRATION INTO WOOD �hi r" 30' JO' 182.2 42' 131.7 THRU 1BY BUCKS INTO CONC. OR MASONRY a F 36" 36" 161.3 48' 121.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 2 42' 42' 147.5 54' 113.2 48' 46" 138.3 57• 11-0.2 DIRECTLY INTO CONIC. OR FILLED BLOCK54' 54" 13z.a 6p• 107.6 1-3/4" MIN, EMBED INTO CONC. OR FILLED BLOCKS - (GRADE 2 CRS) 60" 161.3 60' 129.1 66" 103.5 y - a8" 66• INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 63' 148.9 63' 128.3 69' 102.0 INTO METAL STRUCTURES ,0 c o n R - 66" 138.3 66' 120.0 72' 100.0 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) > 69" 161.3 69" 128.0 75' 99.9 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) � 72" 151.3 72" 128.0 _ 24' 195.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 75' 142.4 75" 125.7 30• 172.1 Engr.JAVAD AHMAD m •r o 78' 134.4 78" 117.3 36• 146.9TYPICAL EDGE DISTANCE r1uD7uCr RBVh the 111.PEML 70592 c�mplying with the Florida Hi x B1' t27.a Bt' 110.0 42' t3z.5 INTO CONCRETE AND MASONRY = 2-1/2" MIN. cJLH �Ss3e Ouildin8cule o� 84" Izl.o 84" 103.5 48' 96' 121.0 INTO WOOD STRUCTURE = i" MIN. AcceplanceNu I5"O$12.1�o Y o a k e>1mu n Dale 2618 87' 138.J 67• 117.3 54• 112.2 INTO METAL STRUCTURE = 3/4" MIN. o° a 57* 108.7 D NOTE, 60' 105.8 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. I 04 2015 By adeProductCon droving no. INTERPOLATION BETWEEN SIZES ALLOWED. 63' 102.9 CONCRETE AT HEAD, SILL OR JAMBS 1'c - 3000 PSI MIN. W99-19j 100.6 C-90 HOLLOW/FILLED BLOCK AT JAMBS/'m - 2000 PSI MIN. g 11 66' sheet of i i PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF PERFORMANCE VALUES OF � v ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS ALUM BUCK INSTALLATION ANCHORS �� '1 o ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS JJ I WINDOW DIMS. AT J7"O.C. AT 10"O.C. WINDOW DIMS. AT 17"O.C. AT 10"O.C. WINDOW DIMS. AT 17"O.C. AT 10"O.C. WINDOW DIMS, AT 17"O.C. AT 10"O.C. WINDOW DIMS. AT 17"O.C. AT 10"O.C. rn EXT.(+) EXT,(+) EXT.(+) EXT.(+) EXT,(+) EXT.(+) EXT.(+) EXT. (+) EXT.(+) EXT.(+) Z m J WIDIH HEIGHT INT.(-) INT.(-) WIDTH HEIGHT INT.(-) INT.(-) WIDTH HEIGHT INT.(-) INT.(-) WIDTH HEIGHT IM.(-) INT.(-) WIDTH HEIGHT INT.(-) INT.(-) 0_ 24' 195.0 195.0 24' 169.1 195.0 24' 148.0 195.0 24" 126.9 195.0 19-1/8' 195.0 195.0 1-' 30" 195.0 195.0 30" 145.7 195.0 30" 124.6 174.5 30" 105.2 175.4 26-1/2" _ 195.0 195.0 Q IL m o 36" 195.0 195.0 36" 131.6 _ 195.0 36' '_109.6 153.5 36" 91.1 151.8 37' 26 195.0 195.0 Q d U 42' 148.0 195.0 42' 123.0 184.5 42' 99.5 139.7 42' B1.2 135.3 53-1/8" 163.4 195.0 IL 46" 157.9 195.0 4B' 118.4 177.6 48' 92.5 129.5 48" 96' 74.0 123.3 19-1/B' 195.0 195.0 It 0 54' 131.6 195.0 54" 116.9 175.4 54" 87.7 122.8 54' 68.6 114.4 26-1/2' 192.1 195.5 C U 1• u 57' 121.6 182.2 57' 105.2 157.9 57' 86.0 120.7 57' 68.5 110.8 37" 173.9 195.0 EIcf M 60' 112.8 159.1 60" 95.7 143.5 60' 84.6 118.4 60" 64.6 107_.6 _ 53-1/8' 130.9 195.0 W a Q g 63' 36' 105.2 184.2 63' 54" a. 87.7 153.5 63' 72' 87.5 116.9 63' -_62.9--- 104.9 19-1/8' 195.0 195.0 aT 1" 66' 123.3 172.7 66' 101.2 141.7 66" 82.6 115.9 66" 61.5 102.5 26-1/2" 172.1 195.0 (Y. O q 50-5/B' -1 69' 116.1 1625 69' 94.0 131.6 69" 82.4 115.3 24" 129.5 195.0_ 37' MA 179.3 �Z U)LL� 72" 109.6 153.5 _ 72' 87.7 122.8 72' 62.2 115.1 -- 30" -�106.9 - _166.1 53-1/8' 121.1 165.3 75" 103.9 166.2 75" 82.2 131.6 75' 75.9 115.1 36' 92.1 144.7 19-1/8' 166.8 195.0 ul r1 F 7B' 98.7 157.9 78' 77.4 123.6 78" 70.5 112.8 42' B1.7 128.3 26-1/2' 63' 129.3 195.0 81" 112.8 150.3 81" 87.7 116.9 81' 78.9 -105.2 4B' 1°6' 74.0 116.3 37' 103.8 181.2 84" 107.6 161.5 84" 83.1 124.6 84' 74.0 111.0 54' 68.2 107.2 53-1/6' 68.1 154.1 07' 103.0 154.1 87" 76.9 116.4 B7' 69.6 104.5 57" 65.8 1035 19-1/8' 172.3 195.0 1 24' 177.6 195.0 24' 148.0 195.0 24' 134.5 195.° 60' 63.8 100.2 26-1/2" 74-1 4' 131.8 195.0 o N 30' 157,9 195.0 30" 126.3 189.4 30' 112.8 180.4 24" 131.6 195.0 37" / 103.3 165.3 Z In 36' 146.0 195.0 38" 112.8 169.1 J6' _98.7 157.9 JO" 108.3 162.4 53-1/8" 84.1 134.6 42' 145.0 193.3 42' 104.1 156.1 42' 89.0 142.4 36" 92.9 139.3 0 12o' w 0 Lu 46" 145.0 187.9 48' 98.7 148.0 48' 82.2 131.6 42" 02.0 123.0 x 0� kz 54" 123.0 184.5 54' 95.7 143.5 54' 77.4 1238 48' 74.0 111.0 57" 112.8 169.1 57' 95.0 142.4 57' 755 120.9 54" 67.9 101.8 60' 104.1 156.1 60" 94.7 142.1 60' 74.0 118.4 24" 133.2 192.4 _-. _._ �. 42' 96.7 __169.1 _ 63' 60- ____66.1_ _142.1 63" 7B" 72.7 116.4 JO" 109.3 157.9 fl14 SMS ¢ 0 AT 6'FROM ENDS m O voi 66' 112.8 157.9 66' 94.7 IJ8.1 66' 71.0 114.8 J6" 132' 93.5 135.0 1 Z Z LL 69' 105.7 148.0 59' 91.1 127.5 69" 71.0 113.6 42' 82.3• 118.9 17'O.C. MAX. N AT HEAD/SILL/JAMB � o 72" 99.5 139.3_ 72' 64.6 1IDA 72' 70.5 112.8 48' 74.0 106.9 O " 75' 96.0 - 150.3 75' 78.9 128.3 75 70.2 112.3 24' 121.1 195.0 I C:)o O C, a 78' 69.0 142.4 70' 74.0 116.4 78' 70.1 112.1 30' _99.1 165.2 '3 5 �_. . 81' 101.5 135.3 B1' 83.8 _ 111.4 81' 70.1 104.1 36' 144' 84.6 141.0 2 x 84" .96.7 145.0 Be 78.9 11°.4 24' 148.0 195.0 4Y 74.3 123.6 \I�' 87' 92.3 138.4 87" 74.8 112.2 30' 123.5 185.3 24' 123.3 195.0 NE 24" 195.0 195.0 24' 164.4 195.0 36' 1°7.6 161.5 30' 156' 100.6 181.2 30" 172.2 195.0 JO' 139.3 195.0 42' 96.7 145.0 36' 85.8 137.3 !^o h 36" 157.9 195.0 36' 123.3 172.7 48' BB.8 133.2 #14 SMS ._ _....._._._.. w 42' 145.0 167.9 42' 112.8 157,9 54' 8.T.1 124.6 1-1/2" MIN.WOOD EMBED `�9 AT 6"FROM ENDS AND 48' 148.0 185,0 AB' 105.7 148.0 5T 60.6 121.7 17"O.C. MAX. v$ z o 34' 118.4 177.5 54" 101.2 141.7 60' 78.9 116.4 AT HEAD/SILL/JAMB 1"MIN. 7-- -107: 7 -0 60' 98.7 146.0 60' 94.7 138.1 66' 76.0 114.0 INSTALLATION TYPE .�. 63' 46" 91,1 159.4 63" 66" 85.9 137.3 69" 74.9 112.3 0 0 o y n 66" 105.7 148.0 66" 97.9 137,0 72' 74.0 111.0 287 WOOD BUCK OR WOOD STRUCTURES 69' 98.7 138.1 69" 89.7 125.6 75' 73.3 110.0 TYPICAL INSTALLATION DETAIL 72" 92.5 12ss 72' e2.e 115.9 __ r _ _ -zsoo- --- .645 ON ALL FQIJJR SIDES%USING ALUMINUM BUCK SYSTEM 75" 87,1 139.3 75' - 76.9 123.0 IH- 78' 82.2 131.6 78' 71.8 114.8 845 I" F-.065 E�gr.JAVAD CMLAHMAD PRODUCT'REVISED 81' 93.5 124.6 dt 81' 80.7 107.6 .065 -"11.592 h^- I� FIA.PE/70592 mcnmplyinsw•ithe rfroda o �I 8a' 88.6 133.2 84' 76.0 114.0 ,562 1 1.125 CAN.3578 Aclding apt nce Na 15-0512.16 8 m n 87' 84.6 126.9 87' 71.8 1°7,6 �1-- �' ESx imtitn Dale �� 9 X y ' 1.436 I By NOTE; .125 .903 I- M• a�, drawing n0. INTERPOLATION BETWEEN SIZES ALLOWED. �,�[TM.INUM BUCK I'I2AMING DETAIL �n15 (�1 REFER TO SHEETS 4 THRU 6 FOR WINDOW CPPACHIES ALUMINUM BUCK OPTIONAL COVER W99__l �I USE LOWER APPLICABLE VALUES. 6063-T6 6063-T6 sheet1 O of 1 1 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ca ALUM BUCK ALUM DUCK ALUM BUCK ALUM RUCK ALUM DUCK �4 o INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS INST'ALLAT'ION ANCHORS INSTALLATION ANCHORS j ANCHOILS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS ANCHORS m WINDOW DIMS. AT 17"O.C. AT 10'O.C. WINDOW DIMS. AT 17"O.C. AT 10"O.C, WINDOW DIMS. AT 17"O.C. AT 10"O.C. WTNDOW DIMS. AT 17"O.C. AT 10"O.C. WINDOW DIMS. AT 17'O.C. AT 10"O.C. Z n 3 EXT.(+) FJR.(+) EXT.(+) EXT.(+) M.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) 0 WIDTH HEIGHT INT.(-) INT.(-) WIDTH HEIGHT INT.(-) INT,(-) WIDTH HEIGHT INT.(-) INT.(-) WIDTH HEIGHT INT.(-) INT.(-) WIDTH HEIGHT MT. (-) INT. 24" 159.0 195.0 24' 121,1 181.7 24' 106.0 148.4 24' 90.9 151.4 19=1/8' 194.2 195.0 Q y N o 30" 145.4 193,8 30' 104.4 156.6 30' 09.3 125.0 30" 75.4 125.6 26-1/2' 26" 173.9 195.0 0 d v 36" 141.3 188.4 36' 94.2 141.3 36' 78,5 109.9 36' 65.2 108.7 37' 146.8 195.0 IL 42" 106.0 141.3 42' 68.1 132.2 42' 71.3 99.8 42' 58.1 96.9 53-1/8" 117.0 175.6 it O 48• 113.1 141.3 48' 84.6 127.2 46' 66.3 92.8 48' 96' 53.0 68.3 19-1/8' 166.2 195.0 0? n 54" 94.2 141.3 54" 83.8 125.6 54' 62.8 B7.9 54' 49.2 B1.9 26-1/2' 38-3/8' 137.6 167.4 V OO T`n� 57• 87.0 130.5 57' 75.4 113.1 57' 61.6 86.2 57' 47.6 79.3 37' 124.5 166.1 0 a Q Q g 60' 80.8 121.1 60' 665 1028. 60' 60.6 84.0 60' 46Z 77.1 53-1/8" 93.8 140.6 tttdppp 63' 36' 75.4 131.9 63" 54' 62.6 109.9 63" 72" 59,8 83.8 63' 45.1 75.1 19-1/5' 155.5 194.4 Q° p ry 66' 68.3 123.7 66' 72.5 _101.5 _ 66' _59.3 83.0 66' 44.1 73.4 26-1/2" 123.3 154.1 60-5/8' Z UI 69' 83.1 116.4 69" 67,3 94,2 69' 59.0 82.6 24' 92.8 145.8 37' 102.7 128.4in 72' 78.5 109.9 72' 62.3 87.9 72' 56.9 82.4 30' 76.6 120.4 53-1/8' 86.7 119.1 0In 75' 74.4 119.0 75' _58.9 94.2 75' 54.4 82.4 36' 86.0 103.6 19-1/8' 119.5 195.0 78" 70.7 113.1 78' 55.4 88,7 70' 50.5 80.8 42' 58.5 91.9 26-1/2" 63" 92.6 162.1 81' 60.8 107.7 81' 62.0 83.8 81' 565 75.4 48' 108' 53.0 83.3 37' 74.2 129.8 84" 77.1 115.6 _ 84' 59.5 _89.3_ 84' 53.0 79.5 54" 48.9 76.8 5J-1/8' 63.1 110.4 .� 87' 73.7 110.6 87' 56.5 BCD 87' 49.9 74.8 57' 47.2 74.1 19-1/8' 123.4 195.0 3 rn h 24' 127.2 169.6 24" 106.0 159.0 24" 96.4 154.2 60' 45.7 71.8 26-f/2' 94,4 151.1 Oo 74-I/4' Z of V1 30" 113.1 150.8__ 30" 90.5 135.7 30' B0.0 129.2 24° 94.2. 141.3 37' 74,0 118.4 0+ v 36' I 106.0 141.3 30' 80.8 121.1 36' 70.7 113.1 30" 77.5 116.3 53-1/B" 60,3 96,4 r� O W 42" 103.8 138.4 42' 74.5 111.8 42' 63.8 102.0 36" 120, 66.5 99.8 0 48' _103.8 134.6 48' 70.7 106.0 48' 58.9 94,2 42' 58.7 88.1 54" 88.1 132.2 54' 68.5 102.8 54' 55.4 88.7 48' 53.0 79.5 = H n o 57' 80.8 121,1 57' 68.0 102.0 57' 54.1 86.6 _ 54" 48.6 72.9 10r.7 60' 74.5 111.8 60' 67.8 101.8 60" 53.0 84.8 24" 95.4 137.8 3:: M n 63' 42' 69.2 121.1 63' 60" 61.7 101.8 63' 70' 52.1 83.4 30" 78.3 113.1 n Z Z- 66' '80,8 113.1 66' 67.8 98.9 66" 51.4 52.2 36" 132' 66.9 96.7 _ #14 SMS N O n A7 6" FROM ENDS rn 69' 75.7 106.0 69' 65.2 81.3 69' 50.9 81.6 42' 58.9 85.1 W _ 17'O.C. MAX. U O O -1 72" 71.3 99.8 72' 60.5 64.8 72' 50.5 80.8 48' 53.0 76.6 to AT HEAD/SILL/JAMB U O r" 75' 67.3 107.7 75' 56.5 90.5 75' 50.3 - 80.4 24' 86.7 144.5 f � : 78" 639 _102.0 78' 53.0 84.8 78' 50.2 80.3 30' 71.0 118.3 144' 81" 727 96.9 81' 59.9 79.5 81' 50.2 74.5 36' 60.6 101.0 84' 69.2 103.8 B4' 56.5 84,8 24' 106_.0 159.0 42" 53.2 88.6 a v=i C1 G�Ir 87' 88.1 99.1 87" 53.6 60.3 30' 88.5_-- _ 132.7 24" 88.3 141.3 N P 24" 141.3 176.7 24' 117.8 164.9 36' 77.1 115.6 30" 156' 72.2 1155 I c «€ JO" 123.3 154.2 30' 99.8 139.7 42' 69,2 _ 103,8 36' 61.4 36' 113.1 141.3 36' 88.3 123.7 48" 63.6 95.4e. 42' 103.8 134.6 42' 809 113.1 54' 59.5 89.3 e M1N. `^°1/4'ORA. KWIK-CON/ULTRACON y 48' 106.0 132.5 48' 75.7 106.0 57' 57.9 86.9 ° EDGE DIST. 1-1/4" MIN. CONIC. EMBED 0' -3/SLAIN.-EILLED_BLOCK_EMBED AT 6"FROM ENDS AND 57' 77.1 115.6 57' 71.4 100,0 63' 64' 55,4 83.1 17"O.C.MAX. (10" O.C.ALT.) 60' 70.7 106.0 60' 67.8 98.9 _ 66" 54.4 81.8 INSTALLATION TYPE �6' AT HEAD/SILL/JAMB o o 1p e _ Noor 63' 4B" 65.2 114.2 63' 66" 615 98.3 69" 53.6 60.4 '> `1O uSoo 66" 75.7 106.0 88' 70.1 9e.1 72' 53.o 79.5 TYPICAL INSTALLATION DETAIL r----_..--, 69' 70.7 98.9 69' sa.2 89.9 75' 52.5 7e.e ON ALL FOUR SIDES/USINGALUMINUM BUCK SYSTEM 72" 66.3 92.8 72' 59.3 03.0 .a 75" 62.4 99.6 75' 55.1 88.1 Engr:JAVAD AHMAD d CIVIL PRODUCT RP.VLSED iv 78" 50.9 94.2 78' 51.4 82.2 TTA.PE/70592 ns complying with tbo r(mms c CAN. JB Building Cele a 81" 66.9 89.3 61' 57.8 77.1 AeceplanceNolS'o 12.16 p 64" 63.6 95.4 84' 54.4 81.6 Rxpiroliun Datc_ 18 .� 87" 60.8 90.9 87" 51.4 77.1 By -� 2015 Mi Dade Pnldoct drawing no. NOTE: ALUMINUM HUC$ FRAMING DETAIL W99-10 INIERPOLATICN BETWEEN SIZES ALLOWED. REFER TO SHEETS 4 7HRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. (sheet 11 of l I