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HomeMy WebLinkAboutProduct Approval i _, NO EXCEPTINTA O M r,ODRRtl6ttf NOT SD O:REJECT.ED 17 REVISE A140 MIAMI•DADE SUBktITSPECiF1ED._ RESiJ8fA1' MiAMI-DADECOUNTY rrEN PRODUCT CONTROL SECTION 1 conformance wit' 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONN roiect and genera Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DWISiance with the information g+ven in the T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NQr. ctdocumenttlig 1. Any;action shown Issut: NYww.miam1dade.eov/economy 3' CGI Windows&Doors,Inc. specifications. ents M the plans and Cortractcir is responsible for; 10100 N.W.25'� Street :)irnensions which shall be confirmed and coi elatedatthe job site;fabrication processes an Miami,Fl.33172 1echniques..of.1,_onstruction;coordination o,hir rrork with that of all other trades and the satin SCOPE: factory performance of his work. This NOA is being issued under the applicable rules and regulati c . %elflp of construction materials.The *" documentation submitted has been reviewed and accep d y Miwn-Dade County RER-Product Control Section to be used in Miami Dade County and other areaWhere-lo ed rr��Ia3ang Jurisdiction(AHJ). This NOA shall not be valid after the expiratt da st ed below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ {m%leer an ty) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. i DESCRIPTION: Seines 11160 Sentinel"Aluminum Outswing glazed Doors w/wo Sidelites-LMI APPROVAL DOCUMENT:Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11,inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, 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 Limitations: 1. See Design Pressure ratings single and double doors in sheets 1 &2,single sidelite in sheet 3 and door mullion j in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheet 5 and locking hardware options in sheet 9. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises#13-0226.06 consists of this page 1 and evidence pages E-1&E-2,as well as as " val document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No. 144�. MIAMI-DAD@ COUNTY Expiration Date: August 08201f8 ' Approval Date: August 13,2015 Page 1 r 1 r •'� •Jr h 3 �1 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS (submitted under file 013-0226.06) 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94(+50.0 PSF,sill S-I only) 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 -Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American test Lab of South Florida,Inc., Test Report No.ATLSF-1218.01-12 dated 02/11/2013,signed and sealed by Henry Hatem,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 manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab.,Test Report No. CTLA 3056WC (sample#3) dated 04/16/2015, signed and sealed by Ramesh Patel,RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014(51h Edition),prepared by Al Farooq Corporation,dated 10/06/2014, 05/19/15 and last revised on AUG 04,2015,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02,-04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours& Co.,Inc. for.their "DuPont Sentry Glass®Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former Solutia Inc.for "Saflex clear&color glass interlayer",expiring on 05/21116. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayer w/PET core", expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5a Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 09/23/14,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises#13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14&#12-0553, dated 04/25/12 approved by RER. lshaq I.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 E-1 it kN .. 37-1/4' 72. DOOR FRAME WIDTH DOOR FRAME WIDTH BEAD ANCHORS AT STILE ENDS 1� 2 ANCHORS QUANTITY CHART n 6"MAX. 3, TYPE'A', 'B'OR 'C' SEE CHART FOR QUANTITY ANCHOR TYPE Z 3 HEAD/SILL AT STILE ENDS HEAD/SILL 3' 8` 3' .� CORNERS SHIM 'A' 'B' 'C' CORNERS A �— A 1/4" 4 4 4 1 I 1 3/8� 6 6 8 �- 1/2' 7 7 - cy IN, tRODIXtREVISEO f3 p oo ua y LOCK OPTIONS I � YuRh IN FMfV e�elll w i SW \t�, \ ! SEE SHEET 9A Ity�.'^���-'(6l$.Oy- O II I ��• II 1 b�.�• n mbw III j II/ In N I I 0' n 001aj v F„ k a SERIES SENTINEL 16IACTIVE ALUMINUM OUTSWING DOOR W/ SIDELITES v1 N�e APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS p IMi,n m� m - WITH OR WITHOUT SIDELITES. 3 z B = B SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. Z `e u SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. v •n 23 1/2" °�� 23 1/2 23 1/2' u SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. D.L.OPG. 2 ANCHORS O.L. OPG. D.L.OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. U TYPE'S' 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY 0 AT STILE ENDS TYPE'B' FALSE MUNTINS _ AT STILE ENDS MAY BE USED CHARTS WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( X ) _( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). R DOOR OPTIONS 113Y OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 9 M TRANSFER LOADS TO THE STRUCTURE. c g DOORS LOAD CAPACITY- PSF DOORS LOAD CAPACITY-PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SINGLE DOORS (X) DOUBLE (XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. $ DOOR DIMS. LAM. or INSUL-LAM. DOOR DIMS. LAM, or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME FRAME LEAF I FRAME ARE NOT PART OF THIS APPROVAL H WIDTH WIDTH HEIGHT �'(+) INT.(-) WIDTH WIDTH HEIGHT �'(+) IN o u A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 37-1/4' 35' 1 96" 80 80 72' 35' 96' 80 1 80 m g 99 9 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO NOTE: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG. CODE. n NOTE: Engr:JAWAD AHMAD •j FLUSH BOLTS AND LOCKS MUST BE CIVIL ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS. FLk PE f 70592 c 1 .ss3e PERIODS OF HURRICANE WARNING. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH (X DOORS) FRAME WIDTH - 13.75" NOTE: Z�yS o D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 1'auG GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS)AND FLORIDAOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W1 3-01 U RIDA BUILDING COMMISSION SHUTTERS ARE NOT REQUIRED. DECLARATORY STATEMENT DCA05-DEC-219 sheet 1 of11 0 37-1/4" 72" z DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS 0` 2 ANCHORS QUANTITY CHART 6"MAX. TYPE'A', 'B'OR 'C' " SEE CHART FOR QUANTITY ANCHOR TYPE a HEAD/SILL 3" AT STILE ENDS CORNERS 3" 6" 3" C SHIM 'A' 'B' 'C' CORNERS q A 1/4" 4 4 4 I I - 1 3/8"Al 6 6 8 1/2' 7 7 1 -Tr II C /_ � LOCK OPTIONS _ a '!2E 0 �o / SEE SHEET 9 ci \ 4,L." 0. 49 hioDUCrREVISEI)_� 9-014the111"e DINKOe - D/ 'o� N � 3 3 1)ACTIVE I 1E3 B 1D u 23 1/2" 23 1/2"OPG. 2 ANCHORS D.L OPG. D.L.OPG. TYPE 'S' 4 ANCHORS SURFACE APPLIED �+ AT STILE ENDS TYPE'B' FALSE MUNTINS b AT STILE ENDS MAY BE USED TYPICALELEVATION FOR 3 HINGE DOOR TYPICAL CATION FOR 3 HINGE DOOR ( X) XX ) NOTE: SEE SHEET 1 FOR DOOR CAPACITIES Y N � O p 04 m U o n Engr.JAVAD AHMAO "t CIVIL FLA PEAA 70592 `o CAN.5538 UU 3+ o' I t drawing no. W13-01 2015 sheet 2 pT 11 A 144'MAX. 37 1/8' 36' 72' 36" SEE CHART FOR QUANTITY 4 SIDELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WI DT Z _- HEAD ANCHORS C 3 6' B"MAX. " 6' 3' AT STILE &MULLION ENDS 7d' HEAD/SILL HEAD/SILL QUANTITY CHART ANCHOR TYPE a• CORNERS F CORNERS A - - u I I I SHIM 'A' 'B' 'C' 1/4" 4 4 4 /I I\ 3/8" 6 8 6 ai O u I I II jj 1/2' a ED ; XAL= -Ji--- a o r iI-�� xV ' m u // LOCK OP ONS I ar a FASTENERS SAME LOCATIONS U © \p �/, z o • / SEEr. 9 I ___=IY,Z o -- i11/ _ AS ANCHORS SHOWN ON l I�F�= l ==�F- -- SHEETS 1 &2 -I N \ I - to O a \ I u I I II II $ 3NM m ACTIVE INACTNE O r�1 n -- 6 g �o_n G 31 1/e' 71 1/6' 23 1/2° 23 1/2" 31 1/6" fO � U o D.L OPO. D.L. OPG. D.L. OPG. D.L.OPG. D.L. OPG. SURI-ACE APPLIED DESIGN LOAD CAPACITY - PSF 4 ANCHORS FALSE MUNTINS TYPE'B' MAY BE USED SIDELITE STATIONARY PANEL(0) TYPICAL ELEVATION TYPICAL ELEVATION AT STILE AND W SIDELITE FRAME WIDTH HEIGHT (SEE NOTE BELOW) p (-OXXO- MULLION ENDS $ ( ) $a INCHES INCHES E80.0 IN0.0 o$ 1A000Cf REVISED c H 24 60.0 60.o SIDELITE OPTIONS aehlipscode Wilk The Flodda 30 80.0 80.0 �pWee Ho 1�I 33 84 60.0 80.0 1901radea Dale_ 36 77.66 77 77.66. . 37-1/8 77 Mail new radael Coalml ��w 39 73.8 73.8 a 42 68.6 68.8 2q 60.o eo.o D.L.O. HEIGHT FRAME HEIGHT - 12.875" D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY )u <m o 0 30 80.0 80.0 D.L.O. WIDTH SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY o 33 90 80.0 80.0 Q 38 80.0 80.0 En9r.JAVAD AHMAD j CIVIL 37-1/8 77.6 77.6 F .PE Y 70592 0 39 73.8_._ 73.6 CA 538 24 80.0 60.0 �30 80.0 80.0- drawing no. 33 96 60.0 30.0 AU' 015 W 13-01 36 80.0 80.0 37-1/8 77.6 77.6 sheet 3 0111 • '` '' r ELT a DEBICN LOAD CAPACITY - PSF DOOR DOOR ODOR DOOR v V FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME DOOR SIDELITE SIDELITE LEAF FRAME SIDELITE TO DOOR MULLION WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH `WIDTH WIDTH EY M WIDTH WIDTH HEIGHT (SEE-NOTE BELOW) . INCHES INCHES INCHES EX-W INT.(-) 24 80.0 80.0 / / / \ i 3D 80,0 80.0 C / C a a. All 33 �--35---'_-84 80.0 80,0 � � � � �� Q IT x % / / /r rr /r r /r 36 80.0 80.0 w J J A. 37-1/8 77.6 77.6 39 73.5 73.8 24 80.0 80,0 Ll Li\\ 30 BD.O 80.0 �_. -. Q d!php g XO)) (OX0) (XOX) �; O 33 35 90 80.0 80.0 OX) Q 3 36 80.0 80.0 37-1/8 77.6 77.6 SIDEUTE DOOR FRAME SIDEUTE DOOR FRAME SIDELITE 39 7J.B 7J.8 WIDTH WIDTH WIDTH WIDTH WIDTH a el 24 80.0 60.0- 30 - - B0.0 80.0 33 �35 -96+� 80.0 80.0 H J E \ H 1 /E \\ H u 36 60.0 80.0 ,\ % N 37-1 6 77.6 77.6 - $ MULUON� X%� DOOR SOLE ' (OX%0) m END ANCHORS END ANCHORS /RI/DUCFREVISF,D d 0 3 M w O O SEE SHEET J SEE SHEET 1 rq�gysrwllh The r7nryn Z .. IInYkX Code 3 0 AmpTaxe No y^IDI�,Oy � o awhw6n Date 11I A 1 1 M1uW l►,dt IodatT Cauel ' LEAF WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SINGLE(X)37"MAX. ,0 DOUBLE(XX)72"MAX. 12 SIDELITE TO DOOR NOTE: - INSTRUCTIONS: GLASS CAPACITIES ON THIS SHEET ARE USE CHARTS AS FOLLOWS. BASED ON ASTM E1300-09 (3 SEC. GUSTS) <m o AND FLORIDA BUILDING COMMISSION o 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM DECLARATORY STATEMENT DCA05-DEC-219 TABLES ON SHEET I. = Q 2. SELECT LOWER OF SIDELITE TO DOOR MULLION Engr.JAVAD AHMAD CAPACITY FROM TABLE ABOVE. CIVIL r PE 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY CAN J538 92 0 TO ENTIRE SYSTEM. a O t)fin•: drowing no. W13-01 ' sheet 4 of 11 y, 41 s t IU9 q� q r� a o U C7 n irt.o 3/16"TEMPERED GLASS a0 C 3/8°AIR SPACE gg 3/18"ANN.GLASS 3/16'HEAT STREWD GLASS 3/16"ANNEALED GLASS .075"Soflex CP With PET Core .075"Saflex CP With PEr Core .075'Saflex CP With PET Core Q W g By'Eastman Chemical Co: By'Eastman Chemical Co: By'Eastman Chemlaal Co.' 090'Soflex Clear And Color Gloss 090"Saflex Clear And Color Glass .090"Sofex Gear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' By 'Eastman Chemical Co.' w INTERLAYERS IMERtAYERS INTERLAYERS .090"Kuraroy SantryGloe 090°Kuraroy SentryGlae .090'Kuroroy SentryGlas By Kuraray Americo, Inc: By'Kuraray Americo,Inc.' By 'Kuraroy Americo, Inc.' ut 090'Kuroroy Butocite PVB 090"Kuraray Butacite PVB .090"Kuraray Butacite PVB w N By 'Kuroroy Americo, Inc.' By'Kuraray Americo, Inc.' By 'Kuroroy America, Inc.' O� 3/16"ANN. GLASS 3/16°HEAT STREN'0 GLASS 3/16"HEAT STREWD GLASS ^ im a SILICONE SILICONE DOW CORNING 995 DOW CORNING 995 DOW OCORNING 995 ►RODUCf gEVISED ��N o DOW CORNING 899 DOW CORNING 899 DOW CORNING 699 r—Pb'Nf with the f7odh En to-° CE-1200 GE-1200 GE-1200 bw&gcAmpmter4q,&_&jj,0 $ C)Ntn i \ I \ �YfwDate d o 3 h t�m .14 II it \\ \ 14 II \ i II Z Z o / I XL EDGE SPACER O o�\ /J rc� / ST.STEEL BY'CARDINAL' OR DDURRASEAL BY'QUANEX' Ln SUPER SPACER BY'QUANEX' Z 28 AT 1/4 POINTS 28 AT 1/4 POINTS 28 AT 1 4 POINTS 888 7/16" LAM. GLASS 7/18" LAM. GLASS / a '(5 1" OVERALL INSUL. LAM, GLASS u GLAZING OPTIONS n J N N C W 14 D a m a o O n Eng.JAVAD AHA1h0 t e CIVIL m MCA US 92 o n 1 6 2015 0 drowing no. W13-01 sheet 5 of 11 " / ` • a iBY WOOD BUCK4EDrr WOOD BUCK �V v EDGE DIST. TYPICAL ANCHORS OC DIST. p SEE ELEVATIONS •• SEE OTE SHEET 1 STRUCTURE METAL a. - • FOR SPACING CONGR@LE' •';,d•• _ OTE SHEET 1 EDGE DIST. STRUCTURE 0 % .s CONCRETE. T :"+. -� 8 Z _ Z¢ Z 'S 1 I I I Imo` W3 0 � m fG; LL 23 Ii� I I I 21 3 TYPICAL ANCHORS g O I I I I 12 SEE ELEVATIONS I I TYPICAL ANCHORS CHORS FOR SPACING13 SEE ELEVATIONS IONS g I _ I FOR SPACING 07 FOR SPACING �Q 8 I I I II IAMI-DADE COUNTY APPROVED 11IR l I it CLIPPED MULLION I I SEE SEPARATE NOA I O WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS II MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM iL--------- _-_--_-_); O r AND TRANSFER THEM TO THE BUILDING STRUCTURE. 26 TYPICAL ANCHORS: SEE ELEV. FOR SPACING c TYPE 'A'- 1�4" OIA T T A•ON BY 'FLCO' (F-177 KSI, Fy-155 KSI) rr '^ MIN. LENGTH = 2-3/4" TYPICAL ANCHORS $ c - SEE ELEVATIONS O r p li INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FOR SPACING O 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 1 44 ai it I THRU 1 BY BUCKS INTO CONC. OR MASONRY 4 r N o p 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U)ut r = tzD o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) a 00NM �W; y TYPE 'B'- 1/4" DIk ULTRACON BY 'ELCO' (Fu=177 KSI,Fy-155 KSq W �I MIN. LENGTH = 2-3/4" 3 0 DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN, EMBED INTO CONCRETE (HEAD/SILL) U o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ►ROOUCENEV18E0 TYPE 'C'- 1/4" DIA T£KS OR SELF DRILLING SCREWS (GRADE 5 CRS) �S CCo w11Y The Fbll& h ! 26 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") AKepIMbNo/ INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN.) g 18 I i (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) u I I I I TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. O i rr, i) i IN1'0 WOOD STRUCTURE = 1" MIN. B Imo- I i INITO METAL STRUCTURE = 3/4" MIN. ig m o $ 21 z3 i i i i 12 WOOD AT HEAD OR JAMBS SO 0.55 MIN. <m u o I I I t3 CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 P51 MIN. = C-20 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN, n Engr:dAVAO AHI.IAD ANCHORS MAY BE HEX OR FLAT HEAD. L Bm S PE 70592 CAN. 30 'o n SEALANTS: B TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH G 201! drow(o EDGE DIST. SEE ELEVATIONS GE SCS2000 SILICONE SEALANT. FOR SPACING W13-01 DOOR DETAILS sheet 5 of 11 �v U 3/8"MAX. O 3/8' MAX. 3 SHIM C D SHIM 1BY WOOD BUCK C0 2 .SEE NOTE SHEET 1 o. ACTIVE LEAF 0. Z U 'i TYPICAL ANCHORS SEE ELEV. d 21 TYPICAL ANCHORS =• FOR SPACING Oi aSEE FOR SPACING •� - _ O --- - - ---- - C 0&4A o .m .. I5 mouc FHEVIBED a =CNPIpl*/*ilk fM FbrW 25 L.L., PG. bddlos AccWty CN.�� O METAL zsAzse EXTERIOR Yy1..Nouste STRUCTURE LEAF WIDTH 3 POINT LOCK WITH DEAD BOLT ll SEE SHEET 9 MbAI It*P CaW DOOR FRAME WIDTH Ow 3/8"MAX. C3 SHIM 3/8"MAX.•. O 3 POINT LOCK 2BY WOOD BUCK � Q Ln� m SHIM © E WITH DEAD BOLT OR 3 N-ro SEE SHEET 9 W000 STRUCTURE cl 0 3 CONCRETB• 2 FLUSH BOLT SEE NOTE SHEET 1OR Z _Z MASONRY,•• ACTIVE LEAF WACTIVE LEAF �+O -n . TYPICAL ANCHORS 22 24 19 4a.. SEE ELFOR SPACIN12ORS. 3 T LD.L.OPG. 2 D.L OPC. FOR SPACING a 19 EXTERIOR LEAF WIDTH LEAF WIDTH DOOR FRAME WIDTH jk H _ Engr:JAVM AHFUa F OAmJ538592 n s 0 drawing no. A 0 ti 7.015 W13-01 DOOR DETAILS sheet 7 of 71 1 1 ! TYPICAL ANCHORS SEE ELEVATIONS .:IECGETIST.7 n. FOR SPACING M ,•6CONCRETrr. CONCRETE♦•. 0 ` CL z a O _ Iwo \9N Q�1 h 7 70 12 � O 13 0.3 3 u �K W5o • �l7 117 �.. OHIO I � N 28 O m i n SHIM, MATING JAMB FASTENERS ^� I I •••• 5 2 FOR LOCATIONS u°I II CONCRET2• 17 18 SEE DOOR JAMB SPACING R o I OR' `'• ON SHEETS 1 k 2 S O I II MASONRY,', O W a N 1mn S O un W G II II �'• __ _ _ _ _ __ _ N 3'',N LL Z. II li 8 •• O 4 EXTERIOR o II 4 26 D.L. OPG. LEAF WIDTH I I 26 SIDELRE WIDTH DOOR FRAME WIDTH I L I j 37 MAX. SINGLE(X) H 72'MAX.DOUBLE(XX)II p FRAME WIDTH o @p,, R I /TYPICALANCHORS 6 SEE ELM LAPPLY SEALANT ► 0DVCCREVflU g 3 FOR SPACING BEFORE MATING Yddk Cat w"k tb.Flory Acomwe Nol O/S:Ov 6glrrJiu 41r 0 NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8' b`'�S("� l.•. > ffi 1N►a11YLir ►!t Co►414 �I c m u o 12 \Vzi En9f:AVAD n �CA.N. 530 92 CONCRI••TE. •• ' •' . a.•� e• � • .. b1.01� !•,, . - drawing no. EDGE GIST,v SEETYP ELEVATIONS ANCHORSCAL W 13--0 S FOR SPACING SIDELITE DETAILS sheet 8 of 11 (OV'V q EXTRUSIONS BILL OF MATERIALS MISCELLANEOUS --- z i J ITEM 1 PART No. I DESCRIPTION MATERIAL HAHUF. REMARKS ITEM 91 CODE I PART Na DESCRIPTION MATERIAL RANtF. REMARKS I CGI-189 FRRAE READ AND SILL 6063-T6 CGI EXTRUDER 21 HIB XC-1947 FRAME GASKET FOAM AMES EOUIV G a 2 CGI-I% FRAME JAMB 6063-T6 CID EXTRUDER 22 96 32084 3M FOAM GASKET FOAM AMESRURY DR EOUIV 3 CGI-196 SIDELITE HEAD AND SILL 6D63-T6 CGI EKTRUOEH 23 M5 V33321NG .187 x.320 WEATHERSTRIP PILE V/CENTER FIN WOOL ULTRAFAB OR EDUIV 4 CG[-197 FREE STANDING SIDELITE JAMB 6063-T6 COT EXTRUDER 24 N8 V3332WG .187 X�500 HIGH PILE V'STRIPPING WOOL.V/FIN 1LTRAFAB DR EUU a FO LL 5 CGI-198 HATING SIDELITE JAMB 6063-76 CGI EXIRUDER 25 M9 CH-I08-B HINGE(4 1/2'X 4') ALWRUA CGI-CUSTGH 1 2 4 p n 6 CGI-193 PANEL TOP AND BOTTOM MIL 6063-76. CGI EXTRUDER 25A MR) AM-US320 HINGE(4 1/2'X 4') BRASS HAGER - ■ 2 7 CGI-194 PANEL VERTICAL STILE 6%3.76 CGI EXTRUDER 250 Mll ABSCHS3 HINGE(4 IA2'X 4') S/S HAGER - 0) a 0�Q 9 CGI-195 MR BLOCK 600-76 CGI EXTRUDER 26 H4 CCI-382V GLAZING BEAD BULB VINYL CGI-CUSTOM O ca^& 12 CGI-191 FRAME HEAD AND SILL CREW COVER 6063-75 CGI EXTRUDER 27 M7 3/0'-16 FULLY THREADED ROD-SECURED VITH 3/8'HEX NUT ZINC PLATED C0 Q 13 CGI-192 FRAME HEAD AND SILL SLANTED SCREV COVER 6063-75 COT EXTRUDER 28 - SETTING BLOCK(2 PER LITE) EPDM BURGMETER 80f5 SHORE A 4J 14 CGS-121 711V GLASS GLAZING BEAD 6063-TS CGI EXTRUDER 14A CGI-123 I'GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER 15 CGI-200 SHEAR BLOCK PLATE 6063-T6 CGI EXTRUDER NOTE' ITEM NUMBERS 8 10 & 11 ARE NOT USED 0 16 CGI-195 ASTRAGAL 6063-75 CGI EXTRUDER 17 CGI-508 SCREW COVER 6063-75 CGt E)GRUDE0. H LOCKING HARDWARE A PART Na DESCRIPTION MATERIAL HA r, REMARKSIn y CGI-45MPL 3 POINT LOCK ASSEMBLY(ACTIVE LEAF) CGI-CUSTOM USED BY ALL(]PITONS r y CGI-1204 6LUSHBOLT ASSEMBLY(INACTIVE LEAF) CGI-CUSTOM USED BY ALL OPTIONS O La � OPTION 1 5455 PASS ACTIVE LEVER(ACTIVE LEAF) BALDWIN 00 'ids 5455 FD BUM LEVER(INACTIVE LEAF) BAL➢WIN OPTIONAL 4� 8231 DEADBDLT(ACTIVE LEAF) BALDWIN OPTION 2 JD60 ➢EADBOLT(ACTIVE LEAF) DEXTER BY SOL _ N CM JIO TOR605 ACTIVE LEVER(ACTIVE LEAF) DEXTER BY S $ p 3 M J10 7MS05 BUM LEVER(INACTIVE LEAF) DEXTER BY SM OPTIONAL Z_Z OPTION 3 32410 CEA06(LT(ACTIVE LEAF) COPPER CREEK PRODUCI'RRVISPA 3 O &222o ACTIVE LEVER(ACTIVE LEAF) CAPPER CREEK tl 6ildfNRf with the F7oridA 11.2290 1 DIDOY LEVER(INACTIVE LEAF) COPPER CREEK DPIIOWB. �NeAYr DNo ate RiJ cu& / SCREWS c$K ITEM 1 PART Na DESCRIPTION I I REMARKS 8 R is 8 14 X 3/4'REX WAD TENS-HIALIUN ATTACHMENT c 19 16 X 1/2'PAN READ SMS-ASTRAGAL ATTACHMENT 12'FROM ENDS d =c$ 20 Y t0 X l 1/4'PH SMS-ASSEMBLY 3 PER CORNER z �a m u c n Engr.JAVAD AHMAD 0 c CNAqL FCAN 3570 92 b m `d f3 Uf 015 drawing no. W13-01 sheet 9 of 11 S' 8 � � o g w b 0 --1 N E g 41 0 o 0 o� o� � x v a CO. o ea 3� o m v _51 M, O �2g S� C.T1 4N e � j Qo, aA m revisions: m a e.t. of as is CRIES SFNiPIEL 160 ALUM OUfSlYNC DOOR(Lldl/SMJ.) AI•FAROOQ CORPORATION. a z` o Wme escn non ENGINEERS&PRODUCT DEVEfAPMENi rtty.°°'"°'rao°"s CGI WINDOWS & DOORS +mS&W.87AVEf tmattm To mta cac 10700 N.W. 25TH STREET MUiM1,RORIDA 39174NO CNNt1E TI05 s� MIAMI, FL 33172 TELL-V �264alM FA)L=!9)2624;TMC NO I:HANGE Tt0.5 s+lEfT TEL(305)593-6590 FAX (305)593-6592 COMP-ANL Wl3-OTCOI c' a a � 1.788 u M .750 .062 O k 1.590 .100 Q AAAr g 1.587 4,495 5.500 Q 1z FRAME COVER 0 DOOR FRAME HEAD/SILL p oQ y1 n 3.825 1 587 0 a a g 2.458 I 0 1.410 N "625 O TOP & BOTTOM RAIL F O O a 13 SILL COVER 5.500.oeo 6.438 U.075 m to .465 1.828 1.440 So x o O� O� LL .075 1.O6S 4.495 In 1.755 O HINGE & LOCK STILE SIDELITE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER Z 30o o-g Oog U .326 .135 C� .625 1.50� .185 tl�UCPREVISM 070 vkAt .805 �•245 1I�ewflY lir AnepyeeNo 1.060 1.622 do�SL. ` o Ot6 Mr.a,!wr Cy 1 P U is ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE g 1.810 3.005 1.061 I 1.1zs z.000 ^ L ,99� gags .120 1.462 090 .250 e..<m u o II pf-� 0 1.184 O ."o 8 1 .080 1,1 4.000 120 4.000 GLASS STOP (LAM. GLASS) .o 0 4.00o ms En9r: rncM�°NMn° .500 .125 .070 505 °AN. 38592 .120 2.385 1 r 1.465 1.E- - g u .420 .995- .050 $ o` 1.2zs I.870 - 1.184 201!i drowio O O 0 „ W 13-01 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet 0 of 17 �;6u MI7 20 ASSEMBLY FASTENERS TO BE INSTALLED ASSEMBLY FASTENERS TO BE INSTALLED - i PRIOR TO JOINING MATING JAMBS_ Z PRIOR TO JOINING MATING JAMBS 4 I No s 11 ca —� I HOLE CAP 1 ACCESS HOLE I 2 .� C N MATING JAMB I 3 3 I Q G1 FASTENERS I I 5 E SHEET B II FOR DETAIL 2 1 i W SE is � N m Z Z[i n SIDELITE JAMB CORNER 51DELITE MATING JAMB CORNER 3 DOOR FRAME TOP & BOTTOM CORNER OP&BOTOp1 TOP & BOTTOM 0- is O 9 �i i u cg n a ° m 8 27 •�mgmum C A Engr:JAVAD AHMAD o E. CIVIL FLA PE#7 592 c ^ 33 CAN, 3 0 a O () drawing no. LEAF TOP & BOTTOM CORNER W13-01 1 XNO EXCEPT10%TARE N p NOTED 0RRt0%1 7 REJECTED p REVISE 1114D ? SUBMIT SPECIFIED RESU9VAT MIAMI•DADE ITEM ,,he¢king is only for genetal conformance wii MIAMI-DADE COUNTY Ile design n concept of the proiect and geRAODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECd�QUke1W�R+M1))n given in the 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIV slmaNct documents. Any action shown v��y86)315-2590 F(786)315 2599 NOTICE OF ACCEPTANCE o t o requirements C rr+tact of the plans ar►d Mons. Contract©r is responsible far: www miamidadc.govleconomv CGI Windows&Doors )Im�ons wrlicyl sn 10100 NW 25`h Street -elated at the job site:fabrication processes ari f echnigiles of-construction;coordination o,t-w Miami,FL 33172 i,ork with that of all other trades and the sari c SCOPE: factory performance of his work. T!am Architecture, hu This NOA is being issued under the applicable u1, and mulations governing the use of construction materials. The documentation submitted hh9ebee re ew la 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 b.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series Clipped,Extruded Aluminum Tube Mullion--L.M.I. APPROVAL DOCUMENT: Drawing No.M95-13A, titled "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1, and 5 of 5, dated 11/25/95, with revision G dated 07127/15, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahtnad,,P.E., bearing the Miami-Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise ' noted herein.' RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if-there has been a revision or change in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is Jdisplayed,then it shall be done in its entirety. i 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#12-1220.15 and consists of this page I and evidence pages E-1 an 2,as well as approval document mentioned above. j The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. -02O:ffB C11-DAUECOUNTY ••• , Expiration Date: March 28 241 � FlI ( Approval Date:August 13.2015 'r f l Page 1 1 Zvi. CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No.M95-13A, titled Series"Mullion Elevations and Details",sheets 1,2, 3, ' 4,4.1 and 5 of 5, dated 11/25/95,with revision G dated 07/27/15,prepared by Al- Farooq Corporation, signed,sealed by Javad Ahmad,P.E. B. TESTS K 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 2)Uniform Static Air Pressure Test,Loading per FBC;TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4) Small Missile Impact Test per FBC,TAS 201-94 5)Large Missile Impact Test per FBC,TAS 201-94 along with marked-up drawings and installation diagram of casement windows mulled using a 1"x 2"x 1/8"aluminum tube mullion,prepared by Hurricane Testing Lab,Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 08-033L 07) 2. Test reports on: 1)Large Missile Impact Test,Loading per SFBC,PA 201-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Test Laboratory,Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94 along with marked-up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HE,TI-96-525, dated 02/12/96, signed and sealed by Hector M.Medina,P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5eh Edition(2014), dated 04/13/15 and 07/25/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 Manuel P ,P.E. Product Control V- 420.08 iner NOA No- Expiration Date: March 28,2018 Approval Date:August 13.2015 E-1 f i i CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS j 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), and of no fmancial interest, dated April 13,-2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2,issued by Hurricane Test Laboratory,Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test.Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall,P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering&Testing,Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15,issued to CGI Windows&Doors for their Series"Clipped"Aluminum Tube Mullion---L.M.I., approved on 02/28/13 and expiring on 03/28/18. Mauue Per .E. Product Control E a ner NOA No.15- 20.08 Expiration Date: March 28,2018 Approval Date:August 13.2015 E-2 1,000 250'TYP. HOLE ��,125 � )Y' K•' LE s ff.125 O P-000 0 g. 4.000 i� TYPICAL 0. r g `GLAZING PRODUCT 1SL^ C Ix-,332 IN\4 'J90. 1.000 0 d Sx- .332 IN\3 CLIP ANGL 1 X2 MULLIO E �N z�0y 30 6063-T6 a Q m N )y' V 6063-78 5000 I�'12S 6.000 yy 3� 1.000 a b 125 A0 2000 30 ,000 3' 3• 0 2.00D .125 (4 3,000 4.000 'W DIMENSION 12s MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS MULLION .IW -Na HORIZONTAL OR VERTICAL Li L__j 1 2' 1.688 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING O 3• 2.688 O 4' 3.688L L____j pp 8' 5.688 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. b AND CAN BE USED WITH ALL MUIMI-DARE COUNTY APPROVED to IMPACT AND NON-IMPACT RESISTANT PRODUCTS.Ix- .9502 IN\4 p Sx_ .6335 tN\3 IX-2.9762 IN\4 F= Sx- 1.4881 IN\3 71S 10 MULLION RECTANGULAR ALUMINUM TUBE MULLIONS Gl o 6063-T6 2X4 MULLION USING MULLION PROPERTIES ONLY o z -. 6063-T6 NOTES: o I'--2.000 L875 .12S THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I I 125 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 0 ---� HURRICANE ZONE(HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E:WIND LOAD,WATER 4000 INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER 1.000 LOADS TO THE STRUCTURE. R ��•.125 MULLION IP FOR 1 BY TUBES ANCHORS SHALL BE AS USIED,SPACED AS SHOWN ON DETAILS,EMBEDMENT 2 8 R CGI-383 TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC.), - a 6063-T6 ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS v ARE NOT PART OF THIS APPROVAL 11c J25 6.00D A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �1,700 MATERIALS INCLUDING BUT NOT LIMITED 10 STEEL/METAL SCREWS,THAT Cis 125 COME INTO CONTACT WITH 07HER DISSIMILAR MATERIALS MEET THE o V V 4,000 INSTRUCTIONS: REQUIREMENTS OF THE FLORIDA BLDG.CODE. - ,� e USE CHARTS AND GRAPHS AS FOLLOWS. a "w " 2.0� I25 STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. ar JAVAD AHMND PRODUCTREVISED 9 STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING CIVIL as complying VLh the Florida ���111 N ABOVE LOAD REQUIREMENTS. FIX 70592 Dulldh,g Code STEP 3 USE CONNECTION 70 MULLION AS PER PRODUCT �N• Aceeptance No ' 4AOD APPROVAL Expiration Date ]1 a IX 2.0374 IN\4 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH S M I Sx = 1.0187 IN\3 Ix n 8.2757 IN\4 STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED By O Sx=2.7588 IN\3 N STEP 1 ABOVE. J 22015 Mium' ado Moducl drawing no. MULLION CLIP FOR 2BY TUBE USING ANCHOR TYPES ON SHEETS 4&5,AND ANCHOR GRAPHS 1X4 MULLION 2XX6 MULLION CGI-395 STEP 5 ON SHEEP 3,SELECT ANCHOR TYPE WITH DESIGN RATING , M95-13A 6063-TO 6083-T6 6063-76 MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. sheet of 5 �L MULLION LOAD CHART m MULLION LOAD CHART MULLION LOAD CHART �(,) 1"x2'x1/B'ALUH. TUBE 1x3x1/8 ALUM. TUBE 1x4x1/B ALUH. TUBE No STEEL COI1X2 NO STEEL CGI1X3 NO STEEL COY1X4 VERn CAL MULUON Z o M PRODUCT PRODUCT e- B" 38-/B• HU N m �Sm !bm w1 wz v c n o• a°' o.o• 6- Smm 3m INBI HES TO BE MCRISED RECTANGULAR MIAPE yhG � ygyyqqq 0D ofoJ J 1 �LL HORIZONTAL MULLION OJ m m 74-/4"HUL B i PRODUCT ��� CO B m H- B" e' tGLAZING GLAZING PRODUCT PRODUCT ZQ �OO Llfa11 C7 �20 25 30 36 40 46 60 65 60 65 70 76 80 86 20 26 30 35 40 45 50 55 60 66 70 75 ee 95 020 25 30 36 40 45 60 66 60 65 70 76 BB 86 I MULLION SPAN p N o TRIBUTARY WIDTH-INCHES TRIBUTARY WIDTH- INCHES TRIBUTARY MOTH -INCHES MULLION LOAD CHART w MULLION LOAD CHART TYPICAL MULLION ARRANGEMENTS 3 •+ 2x4x1/e ALUM. TUBE 2x&x1/B ALUM. TUBE Z NO STEEL CGI2X4 e- a" NO STEEL COI�X6 O �p 66 7a- /a' WIDTH (W) = wt +w2 o— � m m � v 04 HU L 6 AN {y -0 aP SP IS� �r �g 74 va o MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. g o W LL 9 (INTERPOLATION BETWEEN WIDTHS ALLOWED) 'Be' &gn JAVAD AHMAD PRODUCT REVISEDCML 9 84 FL A. 92 as complying gIYCoAcnth the Flor4go. 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MININSOINN■■■ n : . s■■■■■■■■ , goals 111110 : MI ■■■■■■moll ■ No 581■■�■■ \��1■■■■■■■ . \\\\�� �I�\■■■E :.. \\doll.■■■■■■■o■ NINE moll-NINE �■■ \\C, NEE■sE■■■■ -. \\\\\llo\N■■s 111185,3111611 `4 goal ,r , . , . , MIM Him r ••• . .• ti r r• • U • 3�4'0 ULTRACON a lq� 7 I/ANGLE d.1/4'0 ULTRACON RbTCFt WOOD BUCI( 2 ALUMxA 1/ I•� 2 X 2 X 1/8' 2/ANGLE - - .TO ACCDFiWATE Up o •FLIP•.ANGLE TO MASONRY Z ALUM ANGLE °. : 3 111 2/MALE +z%u c 2 PLUMxANGLE 14 S.LLS. ;,•. ° ' ° 3/ANGLE - -- F�t e a ---- ULTRACON dMIN.EMBED o 13 ANGLE S 0 MULLION MULLION __ r MULLION •d•'• Z t� ZC�I( •CQNCRETE OR IY eX11 NASONRY BLOCKS 0 1 BY OR 2BY 1 Bf OR 21IY WOOD B�ICK MUWON WOOD BUCK m MULLION 2X2X 1/B' °•. 2 X 2 X 1/8' ° ALUM ANCLE ANGLE 2-5/8'LONG 2-9%B'LONG MUWON 2 ALUNxAI Cl a° d 3-5/8'LONG ---�------- ---�------- 0� O•' ---7------ t Imp I I g V 85 j �j7 • O I�+j{ MM 1.500 MAX. am I O 2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL ,51oO 2 SCREWS PER SIDE REQUIRED FOR 3"TUBE MULLIONS Au1c c CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2"TUBE MULL R R 6 MuwoN t 3 SCREWS PER SIDE REQUIRED FOR 4' & 6"TUBE MULLIONS 2x2X 1/8" ALUM AN I I p14 S.M.S. cmp�^^ 21X � j r -----------I j 2/ANGLE o o C !n S I j 70 j l o j MIN. I I NOTCH ANGLES TO I j MISS MARBLE SILL O g I� I OR TRIM ^I I t I Engr.JAVAD ARMADPRODUCT R6VISBD s c CML as complying wilt the Florida M.PE 0 7oS92 Building Code ° t d; �a C N. S38. Aueplatro No�S�'��'•Qg h a ' d �Wodml �1 ':d.'.... ... Pat vI�' iLPRECASf CONC° d aI .° /a'DIA.ULTRACON ,�� 2 g Zp �• dlvwing no. ,/ANGLE M95-13A ' " ' ' sheet 4 of 5 h C• '314 0 ULTRACON 3 1/ANGLE °.1/4'4 ULTRACON N@TCH'WOOD BUCK Z MUWON CLIP ;4.:• MULLION CUP 2/ANGLE TO ACCOMODATE o •CLS':Cn TD MASONRY MULLION CUP It r .4. t gLII ----�------- ° L—=---- ° ----- -- .9/4'0 ULTRACON &c ?' A `'— ---- n �1---- ea. �1/1 LE N, EMBED $S 6 404 MULLION MULLION MULLION •4'e; Q E °CONCRETE OR O MASONRY BLOCKS W00o BUCEY OR K 1Bf OR 2BY m MULLION y WOOD,BUCK a MULLION P MUWON 0 N e 4 Z Q � I I rr---- � p r I I I I M I I i i o Z 12 v°I I I I I v e Z N I I 1 1 : I I ,. . .c O� � �o o ____L1___-_ •Q ,• 11 ° n O v • A LJ-__-_ O R MULLION yC aS p I I I I I I I I I I � 0 Miss MARBLE TO SEE SHEET 1 FOR APPLICABLE MULLION CUP TO c OR TRIM 113Y OR 2BY TUBE MULLIONS a1 AND FOR FABRICATION OPTIONS OF MULLION CUPS Engr:&AVAD D PRODUCT REVISED CML es complying with the Floods ° e 4i BAN,SSSe 92 Building Code t e'd Aueptance Nte b •• imllon Dale !p Miami odc Product Con drawingno. °PRECAST CON C� g I v 1/4'DUL ULTRACON / "'$"` 1-a/B'MIN.EMBED M95-13A '/""ALE JU 2 8 2815 sheet 4,1of R rj G �0`-,U a � 80 ACCESS HOLE Q:rr0 /14 X 1/2"S.M.S. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW, SEE O CHANT FOR 0114NTmES TUBE MULLION iMri MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q� AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANCH OR RN0'OF TYPICAL ANCHORS: SEE ELEV.FOR SPACING TYPE &0 SCREWS 1 } TYPE 'A'—.1/4 DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,Fy-155 KSI) I TYPE C 1 4 a -------------- ------------- INTO 2BY WOOD BUCKS OR WOOD STRUCTURES r-- -� 1-1/2" MIN. PENETRATION INTO WOOD N THRU 1 BY BUCKS INTO CONCRETE THIS SCREW CAN BE 1 I 014 X 3/4 FH SMS 1-1 4" MIN. EMBED INTO CONCRETE INSTALLED IN EITHER I t/ 1 PER C p AT 1X2& IXJ MULLION DIRECTION ` 2 PER CLIP AT LARGER MULLIONS a TYPE 'B'—1/4" DUI, ULTRACON BY 'ELCO' (Fo-177 KSL ry-185 KSI) DIRECTLY INTO CONCRETE i o 1-1/2" MIN. EMBED INTO CONCRETE i MUwON 1/8'THICK ALUM CHANNEL i I 1BY OR 2BY TUBES 7d O TYPE 'BH'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fya155 KSI) LENGTH TO FIT SNUG I j Z $w DIRECTLY INTO HOLLOW BLOCKS INTO MULLION F '�j n o 1-1/4" MIN. EMBED INTO MASONRY N N N7 vi THRU 1BY BUCKS INTO MASONRY "1 1-1/4" MIN. EMBED INTO MASONRY ANCHORS DETAIL 91 z z z� . TYPE 'BF'— 1/4" DIA, ULTRACON BY 'ELCO' (Fu-177 KSI,ryo155 KSI) METAL TO METAL CONNECTION 0 X 0_ DIRECTLY INTO FILLED BLOCKS U 19�{ 1-3/4" MIN. EMBED INTO MASONRY o THRU 1BY BUCKS INTO MASONRY 1-1/4" MIN. EMBED INTO MASONRY 12ICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN, c 4 INTO WOOD STRUCTURE = 1" MIN. V' f5 INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD. SILL OR JAMBS SG a 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. C-80 HOLLOWAILLED BLOCK AT JAMBS Pm - 200D PSI MIN. .2 22 oap 'Engre 1AVAD AHM PRODUCT REVISED 4 CML as complying with the Florida FLC N. 70592 Bailding Code Acceptance N ISo '0420.0$ BxplrollonDato — ZQI$ 9 b Ry O Mi "Dods Produel Castro drawing no. M95-13A J sheet 5 of 5 i NO EXCEPTION TA►,EN# CJ M..r. 4ORRr.0f' ! REJECTED NOTf•D M IIAAM II�DADE o REVISE !,,T �BMIT SPECIFIED- RESUBA�!;T MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND§W.0.. ICRE,�OURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIhIISTRATIONrsy fior general conformance Y.'it T(786)315-2590 F(786)315-2599 cept of the project and gent, NOTICE OF ACCEPTANq fl] eAe 'th the inforination given in qv�. wsvw.miamidade.gov/economy i cuts r%rr3�ctrorra�isstT CGI Windows and Doors,Inc. ect.to the requirements 6f the plans and 10100 NW 25 h Street specifications. Contractor is responsible lur. t ;)iatensions which shall-be confirmed and co: Miami,FL 33172 •elated atthe job site;fabrication processes d,; techni4riesof construction;coordination r,i;l; SCOPE: cork with that of all other trades'ar4 the s,tis This NOA is being issued under thW4"d W k%ofih u�gtrlations governing the use of con shuction materials. The documentation submitted has been revia and c e ted by Miami-Dade County RER - I �Hi Jt�c,,,fu�2�, I n� Product Control Section to be used ' Miami Dade County and ot'�er areas'where allowed by the Authority Having Jurisdiction(AHJ). —te — -— .�� This NOA shall not be valid after thdW '• i n date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/tar h 'n areac of rimer f an ami Dade County)reserve the right s r: to have this product or material tested for quality assurance purposeste. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series 11238"Aluminum Project Out Window-L.M.I. APPROVAL DOCUMENT:Drawing No.W99-04,titled"Series 238 Alum.Project Out Window",sheets 1, 1.1,_2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision I dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., beating the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance munber and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the.job site at the request of the Building Official. This NOA revises NOA#14-0915.08 and consists of this page 1 and evidence pages E-1, .-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15 MIAMWADE COUNTY Expiration Date: October 31,`2018l 1tnl Approval Date: September 17,2015 Page 1 I ,t, ♦l.�_ ..1. .,l li.l:i '.,if: .. . �1. , .•i ._ .ter: ,l�F V"...�:: :;�:! r,. •.-,�. .y.. . � (t CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 96-0717.04 and 99-0329.02) 2. Drawing No. W99-04,'titled"Series-238.A1um. Project Out Window", sheets 1, 1.1,2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision I dated 04/10/15, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont`Butacite"PVB interlayer,Duraseal(P and Super Spacer(b 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(V 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(V and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA 3056 WC,dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along 1�marked nn drawings and ins{ -aluminum—casement, project-out and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080-0905-07, dated 08/08/08, all signed and sealed by Vinu J. Abraham,P.E. (Submitted tinder NOA No. 08-1010.03) Manuel ere Product Control E. min r NOA No.15-0 .21 Expiration Date: October 31,2018 Approval Date: September 17,2015 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(comity n) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum project-out window,prepared by Hurricane Engineering&Testing,Inc.Reports No. • HETI-08-2143, HETI-08 2144, HETI-07-4298 and HETI-07-4287, dated 06/27/08 and 07/17/08,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA No. 08-I010.03) 6. Test reports on: 1)Air Infiltration Test,per SFBC,PA 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of aluminum casement, project-out and fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-1055 and FTL-1019, dated 10/18/94, signed and sealed by Yamil Kuri,P.E. (Submitted under NOA No. 96-0717.04) 7. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement window,prepared by Hurricane Test Laboratory, Inc.,Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 09/08/96 and 12/23/98 respectively,all signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA's No. 96-0717.04 and 99-0329.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5te Edition(2014),dated 09/03/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. • (Submitted antler previous NOA No. 14-0915.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1 Miami-Dade Department of Regulatory and Economic Resources CUM. I Manuel Per , Product Control E ami r NOA No.15-0 .21 Expiration Date: October 31,2018 Approval Date: September 17,2015 i E-2 I I CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasO(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. ' 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) • for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite0 PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5111 Edition(2014),and of no financial interest,dated 09/03/14,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No. 14 0915.08)' 2. Laboratory compliance letters for Test Reports No.HTL-0080-0301-07 and HTL-0080-0905-07,issued by Hurricane Test Laboratory,Inc.,dated 08/08/08, all signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA No.08-1010.03) 3. 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. 14-0915.08, issued to CGI Windows & Doors for their • Series "238" Aluminum Project-Out Window - L.M.I. approved on 02/05/15 and expiring on 10/31/18. Manuel P P.E. i Product Control iner NOA No. 15-0512.21 Expiration Date: October 31,2018 Approval Date: September 17,2015 E-3 i GENERAL- WINDOW SECTIONS WINDOW WIDTH a FLANGE FRAME WINDOWxn � VENT WIDTH WW-2* _ z D.L. OPG. O J B•MAX.TYP.HEADSILL A a g SNUBBER CORNERS Fi cl = I'•�_''Jl II yi II tvY o EWiG m 3 it g k C _= II ii Z(G�pl [[[iii��CCyCC fl I t'© t _� �~_';__�___= < G7 a as 1^ W CFI ° I z ==F:fF=--= —_—__ ___—� �== j 3 •� g L / \ O - -_--- - - FOR GLASS TYPES, --- REFER TO ---------- SHEETS 3 AND 4, 10°OR 17°SEE SHEET m O y S FOR CAPACITY SURFACE APPLIED O W t 7 3 O.L.OPD. 2 1 2 OPTIONAL NTINS 2 I D.L.OPG. / D_ I° VENT WIDTH 1 VENT vn0nl I° TYPICAL ELEVATION(FLANGE FRAME) 0 WINDOW WIDTH o I ' WINDOW WIDTH M EXTERIOR { i N Z z 2 o I I 8 MAXIM MULTI POINT LOCK BY'rRurH' 3 CAM LOCKS 9A ALT.TO CAM LOCKS B 2 LOCK POINTS 8 2 ALL SIZES MAW.WDW. LOCK WIDTH POINTS a2' 2 FOR MULLION/MULTIPLE UNITS, REFER TO `o . © es• s SEPARATE CGI MULLION N.O.A Do P sat"I'W 7 84° 4 H +$ b ab t INSTRUCTIONS: NOTES: THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. c m d d USE CHARTS AS FOLLOWS. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SHUTTERS ARE NOT REQUIRED. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY STEP t DETERMINE DESIGN WIND LOAD REQUIREMENT BASED HURRICANE ZONE(HVHZ). ON WIND VELOCITY,SCEBLD*HEIGHT,WIND ZONE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER m usMc APPLICABLE ASCE 7 STANDARD. LOADS TO THE STRUCTURE. T •� e Engr..UVAVI AIiMAO STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CIVIL PI(ODUCIREVISED CAPACITY OF DESIRED GLASS SIZE/TYPE. EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO. FLA.PE W2 mcompiyTng with amFloridu 'o STEP USING CHART ON SHEET G SELECT ANCHOR OPTION Cam' Odilding Cak Will DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Acoeplmlallo IN STEP t ABOVE. NOT PART OF THIS APPROVAL. Lip". DnW �I.9 ''s $ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. B drawing no.. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON y SHEET 7 TO DETERMINE CAPACITY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 142015 MI Vroducl STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,3 AND 4 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE ,499-04 SHALL APPLY TO ENTIRE SYSTEM. REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet'I of V GENERAL WINDOW SECTIONS WIN OW WIDTH �� q EQUAL LEG FRAME VENT WIDTH WW-1 1/2- D.L. Z W6�/v zd to 6'MAX.IYP. A Y z g HEAD/SILL 1.1 7 I CORNERS fO $ SNUBBER it 0'��� 6 $ I o m II /%�It \I� GI y j 6 J I f O -------- I —.—....—�__ B 0 14 1/2• 1. 8' 'a . MAX. So UT 'a 10'OR 17' ---- -- ---—— SEE SHEET6 w Ow FOR GLASS TYPES, SURFACE APPLIED REFER TO FOR CAPACITY FALSE HUNTINS o2 OPTIONAL O_ 4� SHEETS 3 AND 4, TYPICAL ELEVATION ? iEcj 6 1A 7 2 3 D.L.CPO. D.L.OPG. 2 1/r 1A (EQUAL LEG FRAME) NM M S_ VENT WIDTH VFM WIDTH 3/4• N Z Z Q� WINDOW WIDTH 1 WINDOW WIDTH EXTERIOR i �i C7 o g I R Vr-�� j II o 4 i S 3 I 6 MAXIM MULTI POINT LOCK H 9 CAM LOCKS 9A BY'TRUTH' 2 LOCK POINTS 0 ALT.TO CAM LOCKS 3 g MAX.WOW. LOCK OWIDTH POINTS r - B 42' 2 oaf nnde or 3 S sooBE 7 Be 4 ��u� ux_ 1A Fagr.JAVAD AHMAD •N c FL4 PCM/L 70592 PRODUCT REVISBD g42015 f70asc14yingwithOwflaida�'B Pxqulioo Date F�By drawing no. MI aaerroaac""" IW99-04 sheet�,�of 7 2 5/8' p-2A73 1,757 �^-2b25 .768 5 - I .—LS 1.000 14107 �49FO TYP, Z $ 1.075 2,625 a 2.815 2.465 "—LJ.�7(0 a Ury� .OBO TYP. 1'438 l.222 1 o G a �dZLL2 It CORNER KEY CORNER KEY o ��1 .080 THICK ST.STEEL .062 THICK ALUMINUM FLANGE FRAME VENT (5/16' LAM. GLASS) Q' W 2.075--^I L757 788 .090 TIP. ���•••t'M 1.057 f.B75 �'�'�"y��`n1 ,720 a L 2.465 2.715 "�J�. 1.438 VENT CORNER oho $ z L624 ALL FRAME AND VENT CORNERS TO BE EQUAL LEG FRAME VENT (INSUL. LAM. CLASS) p w SEALED WITH GE SILPRUF OR EQUIV. 1.757 w O ITEM PART P QUANTITY DESCRIPTION MATERIAL MANP./SUPPlJER/RBMAREB p 1 COI-373 4 FLANGE FRAME 6053-TO INDALEK OR EQUIV. 1A CGI-397 4 EQUAL LEG FRAME 6003-TB INDALDI OR EGUN. 1F175 .090 TYP. = 3 TM 2 CGI-376 4 VENT(5/16'LAM.GLASS) 6063-T6 INDALEX OR EQUN. J ICn 6 2B CGI-381 4 VENT(INSUL NM.GLASS) 6063-TG INOALEX OR EQUN. I 7200 4 O N M 0, 2C COI-385 4 VENT(7/16'LAM.GLASS) 6063-T6 INDALD(OR EQUIV. J� 1.43B N Z Z 3 CGI-375 4 OGEE GLAZ(NO BEAD6983-T5 INOALDC OR EGUN. (I� JA C01-395 4 SQUARE GLAZING BEAD 6063-75 INDALEC OR EGUN. 4 4 - 4 A80 THICK CORNER KEY ALUMINUM - 1.347 C)p 6 - 8 .080 THICK CORNER KEY ST.STEEL - v) V-2 6 AP-425 AS REOD. FRAME WEATHERSTRIPPINO - SCHLEGEL APTUS VENT (7/16' LAM. GLASS) 7 0200 X190 AS REOD,VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 754 8 35-10-00-101 2/VEIN 4 BAR HINGE.AT JAMBS STEEL TRUFH.ATTACHED W/(6)/8 X 3/8'SS SMS g 9 24-13-OD-202 2/VENT FACE MOUNT LOCK STEEL TRUTH,ATTACHED W/(2)#8 X 3/8'sM5 ,383 , 9A - 2/VENT MULTI POINT LOCK - - T— .830 e / f0 - 2/VENT .110 THICK LOCK KEEPER,AT FRAME JAMB FACING LACK STEEL CGI,ATTACHED W/(2)010%3/8'SS SMS II 0 Q u 11 - Z/CORNER FRAME AND VENT ASSEMBLY SCRLYIS - y10%1-1/4'SS SMS .617 F� / I I 12 - 2/UTE SETTING BLOCKS EPOM DUROMETLR BOt5 SHDRE A CGI-375: OGEE GLAZING STOP I I 0ik!CGI-396: SQUARE GLAZING STOP qy Engr:JAVAD AHMAD T •A 0 FLA.PE�II 70592 PRODUCT REVISBID CAN.'3538 esomplying with the FlOr(de y; Code 6 "n« ace-LO5- sm FRAME CORNER B.rplmtipitDate 2D2 8 b 442015 drawing no. °+Ivy e,lePrmuul z-04 sheet 2 of 7 3/16"ANN.GLASS 3/16"HEAT STREN'D GLASS 1/8"ANN.CLASS 075'Sa9ex CP With PET Core By'Eastman Chemical Co.' .075"Saflex OP With PET Core /!�� o .090"SoIlex Clear And Color Gloss .090"Soflex Clear And Color Glass By 'Eastman Chemical Co.' �Y rn {� By'Eastman Chemical Co.' By'Eastman Chemical Co.' 090'Sallex Clear And Color Glass ql 3 INTERLAYERS{ INTERIAYERS - By 'Eastman Chemical Co.' _ $ -11 L .090'Butaclta PV8 .090"SentryGfos INIERLAYERS 2 'SA1 By'Kuroroy America, Inc: By'Kuroroy Americo,Inc.' .090'SantryGlos 1 ,090'Bulacite PV8 By'Kuroroy Americo,Inc,' d a G o 1/8"ANN.GLASS By'Kuraray Americo,Inc.' .090"Butocite PVB �{.7 Q S 0 By'Kuroroy America.Inc.' Q Ej Le SILICONE 3/18°ANN.GLASS i m (�I DOW 99S 'I j 3/16"HEAT STREN'D GLASS Dow 899 'I SILICONE i1 SILICONE it 'I GE-1200 VVV DOW 995 �i GE-1200 li ,I fc1 4y DOV 899 DOW 899 SQUARE BEADOPTIONAL I I 0 D< td ALL CLASS TYPES 7¢y ��- 12 AT 1/4 POINTS ON LRES 12 AT 1/4 POINTS ON LUTES 12 AT 1/4 POINTS ON LITFS 3/16" NOMINA6', WIDER THAN 36' y/18" NOMINAL WIDER THAN 36' 7/18" NOMINAL WIDER THAN 36' GLASS TYPE 'E'. GLASS TYPE '3' GLASS TYPE '6' C� PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS yam. NO SHLTfrERS REOUSLEO NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED O w REFER TO SHEETS 5 THRU 7 MR INSTALLATION DETARS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS RUM TO SHEETS 5 1HRU 7 FOR INSTALLATION DETAILS Z N WINDOW DIMS. GLASS TYPE'8' 'GLASS TYPE'S' GLASS TYPE 18' WINDOW DIMS. CLASS TYPE'2' GLASS TYPE 13' GLASS TYPE'6' WINDOW DIMS. I GLASS TYPE'E' I GLASS 11. 1 GLASS TYPE '6' WIDTH HEIGHT EXT.(+) TNT.(-)I EXT.(+) TNT.(-) EXT.(+) TNT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EXf, (+) 1NT.(-) EXT. (+) 1NT. (-) WIDTH I HEIGHT EXT.(+) TNT.(-) EXT.(+) TNT. (-) EXT.(+) TNT.(-) s °ul 24' 110.0 195.0 110.0 195.0 110.0 195.0 24" 110.0 136.8 110.0 195.0 110.0 195.0 26' 110.0 195.0 110.0 195.0 110.0 195.0 O 28" 110.0 195.0 11o.o 195.0 11o.0 195.0 28" 110.0 118.9 110.0 195.0 110.0 195.0 38-3/8" 110.0 190.0 110.0 195.0 110.0 195.0 W O La 30° 110.o 194.3 110.0 195.0 Tim 195.0 30" 110.0 111.0 110.0 195.0 110.0 195.0 19-1/6' 50-5/8" 110.0 144.5 110.0 195.0 110.0 195.0 a Q 36" 110.0 161.9 110.0 195.0 110.0 195.0 42" 36" 92.6 92,5 110.0 120.0 110.0 120.0 63, 104.2 104.2 110.0 195.0 110.0 195.0 Of EL 42" 110.0 138.8 110.0 195.0 110.0 195.0 42" 79.3 79.3 110.0 120.0 110.0 120.0 74-1/4" 63.0 63,0 110.0 195.0 110.0 120.0 �N o to u1 24' 4B° 110.0 121.4 110.0 195.0 1f0.0 195.0 48" 69.4 69.4 110.0 120.0 110.0 120.0 28' 110.0 195.0 110.0 195.0 110.0 195.0 aF NM '$ 64" 107.9 107.9 110.0 195.0 110.0 195.0 54" 61.7 61.7 110.0 120.D 110.0 120.0 38-3/8' 110.0 137.5 110.0 195.0 110.0 195.0 m 0 3 M N 60" 95.4 95.4 110.0 195.0 110.0 120.0 24° 110.0 121.4 110.0 195.0 110.0 195.0 26-1/2' 50-5/8° 104.3 104.3 110.0 195.0 110.0 195.0 C4 Z_Z 12 66" 73.4 73,4 110.0 120.0 110.0 120.0 28' 104.1 104.1 110.0 195.0 110.0 120.0 63' 7719 77.9 110.0 120.0 110.0 120.0 L�f1 3 0=o 72' 56.1 56.1 110.0 120.0 110.0 120,0 48° W. 97.1 97.1 110.0 195.0 110.0 120.0 74-1/4' 48.6 46.6 110.0 120.0 110.0 120.0 v 78" 43.8 43.8 110.0 120.0 110.0 120.0 36' 80.9 80.9 110.0 120.0 110.0 120.0 26' 110.0 145.4 110.0 195.0 110.0 195.0 U M 84 34.9 34.9 110.0 120.0 110.0 120.0 4Y 69.4 69.4 110.0 120.0 110.0 120.0 38-3/8" 98.5 98.5 110.0 194.5 110.0 120.0 '{24" 110.0 194.3 ,110.0 195.0 110.0 195.0 48' 60.7 60.7 110A 120A 110A 120A 37" 50-5/8" 74.7 74.7 110.0 120A 110.0 120.0 .28°' 110.0 166.5- 110.0 195.0 110.0 195.0 24' 107.9 107.9 110.0 195.0 110.0 195.0 63' 60.0 60.0 110.0 1204 110.0 120.0 30' 110.0 155.4 110.0 195.0 110.0 195.0 28" 92.5 92.5 110.0 120.0 110.0 120.0 26' 110.0 128,1 110.0 195.0 110.0 195.0 ' 36' 110A 129.5 110.0 195.0 110.0 195.0 54' 30° 86.3 86.3 110.0 120.0 110.0 120.0 42' 38-3/8' 88.8 86.8 110.0 120.0 110.0 120.0 0 a ? 30' 42" 110.0 111.0 110.0 195.0 110.0 195,0 J6° 71.9 71.9 110.0 120.0 110.0 120.0 50-5/e' 85.8 65.8 1 f0.0 120.0 110.0' 120.0 0 8 48' 97.1 97.1 110.0 195.0 110.0 120.0 42' 61.7 61.7 110.0 120.0 110,0 120.0 53-1/B° 26' 101.3 101,3 11D.0 195.0 110.0 120.0 01 54' 86�3 66.3 110.0 120.0 i10.0 120.0 24" 95.4 95.4 110.0 195.0 110.0 120,0 38-3/B" 68.8 68.6 110.0 120.0 110.0 120.0 y s 60° 77.7 77.7 110.0 120.0 110.0 120.0 80° 28" 83.3 83.3 110.0 120.0 110.0 120.0 01�u= _ 72' 46.0 45.0 110.0 120.0 110.0 120.0 36" 64,8 54.8 110.0 120.0 110.0 120.0 car$w=S 76' - - 110.0 120.0 - - 24" 73.4 73.4 110.0 120.0 110.0 120.0 NOTE: c a d d 24" 110.0 161.9 ifO.0 195.0 Ilo.O 195.0 66" 28' 64.2 64.2 110.0 120.0 110.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE $ o o^ BASED ON ASTM E1300-09 (3 SEC. GUSTS) e 0 W 4 a - ze' 110.0 lsae 110.0 195.0 110,0 tss.o 30" 60.8 60.6 110.0 120.0 110.0 120.0 AND FLORIDA BUILDING COMMISSION 30' 110.0 1295 1110.0 195.0 110.0 105.0 1 24" 56.1 50.1 110.0 120.0 110.0 120.0 DECLARATORY STATEMENT DCA05-DEC-219 36" 107.9 107.9 110.0 195.0 110.0 195,0 72° 28' 48.9 48.9 110.0 120.0 11o.0 120.0 �• 42' 925 92.5 110.0 120.0 110.0 120.0 30' 46.0 46.0 110.0 120.0 110.0 120.0 Mgr:�RVAD AHIAAD JAY PRCiDUCTREVISBD 48' 60.9 80.9 110.0 1204 110.0 120.0 24 43.8 43.8 110.0 120.0 110.0 120.0 70592 as complying with Om EigD* 38 Buildin9Codo 54' 71.9 71.9 110.0 120.0 110.0 120.0 78" 28' 38.1 38.1 110.0 120.0 110.0 120.0 AaaCtNancCNo15-05t2.%) 60' 64.8 64.8 110.0 120.0 110.0 120.0 30' - - 110.0 120.0 - - E pfTatbn lAUk yj"Ol$ w 5 C=-=� 2a• 349 34.9 lto.o 120,o f1o.o 120.o TOTS NOTE: ea' By Product Con drawing no. LOAD/AREA LIMITS 28' - - 110.0 120.0 - - FOR +110.0, -120.0 PSF = 16.34 SQ. FT. W99-04 +110.0. -195.0 PSF = 10.00 SQ. FT. sheet3of 7 ' 1 i 1/8"TEMP. GLASS 1/8"TEMP,GLASS AIR SPACE AIR SPACE 1/8'ANN. GLASS 1/8'TEMP.GLASS m .075'Saflex CP With PET Core -. _ _ .075"Saflex CP With PET Core Z J By'Eastman Chemical Co.' By'Eastman Chemicol Co.' O` 090'Saflex Clear And Color Gloss .090"Sollex Clear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' SQUARE BEAD a IMERLAYERS INrERLAYERS OPTIONAL By'Kuraray America, Inc.' By 'Kuraray America,Inc.' ALL GLASS TYPES � F�1j Ty .090"Butaclte PVB DSO"Butacite PV8 p By'Kuraray Americo, Inc.' By'Kuroroy America, Inc.' O It v V 1/8°ANN. GLASS 1/8"TEMP. GLASS I- 1 O'C I EDGE SPACER XL EDGE SPACER O a Q C ST.STEEL BY'CAROINAL' SILICONE ST. STEEL BY'CAROINAL' SILICONE O°3 OR GE-1200 OR GE-1200 DURASEAL BY'QI'll. DOW 995 DURASEAL BY 'QUANEW OR DOW 899 OR DOW 899 LL Z 13$_o SUPER SPACER BY'QUAKE%' 12 AT 1/4 POINTS ALL SIZES SUPER SPACER BY 'QUANEX' 12 AT 1/4 POINTS ALL SIZES Q ei 3/4" INSULATED 3/4" INSULATED 0 GLASS TYPE '2A' GLASS TYPE '3A' o a 0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS z 3 7 NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED a, REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION OETAIIS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS j 1TWDOW Dims. rGLASS TYPE'2A' CLASS TYPE'3A' WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'3A' WINDOW DIMS. GLASS TYPE'EA' GLASS TYPE'3A' p WIDTH HEIGHT +) 1NT.(-) ExT.(+) INT.(-) WIDTH HEIGHT E%T.(+) 1NT.(-) EXT. (+) 1M. (-) WIDTH HEIGHT Exr.(+) In(-) E%T. (+) 1M. (-) �Lu 247 195.0 110.0 195.0 24" 110.0 138.8 110.0 195.0 26" 110.0 195.0 110.0 105.0 0 28" 195.0 110.0 195.0 28' 110.0 118.9 110.0 195.0 38-3/8' 110.0 190.6 110.0 195.0d30" 194.3 110.0 195.0 30" 110.0 it 110 110.0 195.0 19-1/8" 50-5/8' 110.0 144.5 110.0 195.0 inm 36' 161.9 110.0 195.0 42' 36' 92.5 92.5 110.0 120.0 83" 104.2 104.2 110.0 195.042" 138.8 110.0 195.0 42' 79.3 79.3 110.0 120.0 74-1/4' 63.0 63.0 110.0 120.0 ro 0 m m 24" 48" 110.0 121.4 110.0 195.0 48' 69.4 69.4 110.0 120.0 28" 110.0 195.0 110.0 195.0 N Z Z a 54" 107.9 107.9 110.0 195.0 54' 61.7 61.7 110.0 120.0 38-3/8' 110.0 137.5 110.0 195.0 N 3 p 60' 95.4 95.4 110.0 120.0 24' 110.0 121.4 110.0 195.0 26-1/2' S0-5/8" 104.3 104.J 110.0 195.0 -LLi _o_gQ w �p- 66' 73.4 73.4 110.0 120.0 28' 104.1 104.1 110.0 120.0 63" 77.9 77.9 110.0 120.0 In U 72" 56.1 56.1 109.3 109.3 48" 30' 97.1 97A 110.0 120.0 74-1/4' 46.6 46.6 90.9 90.9 O 78" 43.8 43.8 85.4 85.4 36" 80.9 80.9 110.0 120.0 26' 110.0 145.4 110.0 195.0 84" 34.9 34.9 68.0 68.0 42" 69.4 69.4 110.0 120.0 38-3/8" 98.5 98.5 110.0 120.0 24" 110.0 194.3 110.0 195.0 48" 60.7 60.7 110.0 118.4 37° 50-5/8' 74.7 74.7 110.0 120.0 �' g 28" 110.0 166.5 110.0 195.0 24' 107.9 107.9 110.0 195.0 63' 60.0 60.0 110.0 117.0 E FYn 30" 110.0 155.4 110.0 195.0 28' 92.5 92.5 110.0 120.0 26' 110.0 128.1 110.0 195.0 o j lr 36' 110.0 129.5 110.0 195.0 54" 30" 86.3 86.3 110.0 120.0 42 38-3/8' 86.8 86.8 110.0 120.0 u 15 0 s�s 30' 42' 110.0 111.0 110.0 195.0 36' 71.9 71.9 110.0 120.0 50-5/8' e5A 65,8 110.0 120.0 i3 K 48' 97.1 97.1 110.0 120.0 42" 61.7 61.7 110.0 120.0 53-1 8° 26" 101.3 101.3 110.0 120.0 Fz 60" 77.7 77.7 110.0 120.0 28' 83.3 83.3 110.0 120.0 NOTE: H so^ GLASS CAPACITIES ON THIS SHEET ARE 86' 60.6 60.6 110.0 118.2 30' 77.7 77.7 110.0 120.0 0 BASED ON ASTM E13OO-09 (3 SEC. GUSTS) n S S S 3 72' 46.0 46.0 89.8 89.8 36' 64.8 64.8 110.0 120.0 •> 78' - - - - 24' 73.4 73.4 110.0 120.0 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-OEC-219 24" 110.0 161.9 110.0 195.0 66" 28' 64.2 64.2 110.0 120.0 28" 110.0 138.8 110.0 195.0 30 60.6 60.6 110.0 118.2 i •F o Engr,JAVAD AHAUD PRODUCTwith D 30° 110.0 129.5 I10.0 195.0 24' 58.1 56.1 109.3 109.3 CALL F1A 70592 m complyingingl7a with 9ra Fldida r 38' 107.9 107.9 110.0 185.0 72' 28 48.9 48.9 95.3 95.3 C �38 Building Cade t a 36' 42" 92.5 92.5 110.0 120.0 30' 46.0 46.0 89.8 89.8 P.pliaencelat !2151 � 4B" 80.9 80.9 110.0 120.0 24" 43.8 43.8 85.4 85.4 R p[mlLun Date QD/� a Be 71.9 71.9 110.0 120.0 7B" 28° 38.1 38.1 74.3 74.3 NOTE: 1MienTi adaPruductlbntrol drawl 60' 64.8 64.8 110.0. 1 120.0.. .. 8e 24' 34.9 34.9 6" 68.0 LOAD/AREA LIMITS 015 W99-04 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. 1AA1 +110.0, -195.0 PSF = 10.00 SO. FT. sheet 4of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDFS� FOR ANCHOR PERFORMANCE VALUES SEE SHEET 8 ^� TYPICAL ANCHORS _ SEE ELEV. FOR SPACING 3 TYPICAL ANCHORS J� f CAL ANCHORS SEE SHEET 6 FOR DESCRIPTION 0 s SEE ELEV. FOR SPACING ELEV.FOR SPACING GI SEE SHEET 6 FOR DESCRIPTION SHEET 6 FOR DESCRIPTION MEAL Q 6 as STRUCTURES 0 U 3/4' 1 3/8' MIN. I 1 1%O u SEALANT � SEALANT3. � O M ,. .°; V 'w.z.' i �v' z t/6• 2-1/2•MIN. 2-t/2'MIN. W F INSTALLATION TYPE '1 WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' o ,fdATEgIAL:PRESSURE TREATED MATEBI PRESSURE TREATED o a TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO 3 n ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES&SING WOOD METAL STRUCTURES So ow TYPICAL ANCHORS TYPICAL ANCHORS O SEE ELEK FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS (L SEE ELEV FOR SPACING N. o SEE SHEEP 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION Tn N $j �^1—/e° no C 3 M SEALANT I I SEALANT N Z 12 No \N \N V TK •oQ• a I 2 7/9' t1N. BUCK INSTALLATION BY OTHERS BUCK INSTALLATIONBY OTHERS1'MIN. ATTACHMENT TO o APPROVED MULLIONS W W w INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE W WOOD BUCK TYPE W U RESSURE-TREMED Ol TYPICAL-INSTALLATION DETAIL; TYPICAL INSTALLATION DETAIL o ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD N B s S B$ ALUM CHANNEL 3/4•X 1'X 3/4'X 1/8• i 2-1/2•LONG Engr. VADCIVI A.HMAD PRODUCT REV.w' N .N y AT ANCHOR LOCATIONS FLA.PE 70592 03romI"W"'B'01hftFla"" 'o � x� CAN. w Building Code gg I PttjmtUMiFle Ls-Doi 2. 18 $ WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN 2015 By edeProdocl drowittg no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOCATION W99-04 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet Sot 7 } S INSTALLATION CONDITIONS EQUAL LEG FRAME {APPLIES TO ALL FOUR SIDES) 4 FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 q TYPICAL ANCHORS _ SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION O J � a TYPICAL ANCHORS TYPICAL ANCHORS J/4' STRUCTURES O SEE ELEV.FOR SPACING �--SEE ELEV.FOR SPACING MIN. Q SEE SHEET 6 FOR DESCRIPTION I SEE SHEET 6 FOR DESCRIPTION iL Q�O I 1 3/6. I D ' ,: •� I c.Z' a � 2 t/6• - ,: •� I "v._• a � 2 1/6• � ZZ vi�o{ 7 S. °. u V ,°. c, - °, MIN. W F F '1'�Alti� • ','MIN" O 2-1/2•MIN. 2-1/2'MIN. 3 � N INSTALLATION TYPE 'I' WOOD BUCK TYPE T INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MAYE81AL:PRESSURE TREATED MAff61A1:PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO y1 ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES PS 23 o: W ' a � N n TYPICAL ANCHORS $c"M TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPAGNG SEE ELEV. FOR SPACING SEE ELEV.FOR SPACING SEE SHEEP 6 FOR DESCRIPTION N Z Z W^ SEE SHEET 6 FOR DESCRIPTION SEE SHEEP 6 FOR DESCRIPTION 0 2 7/6• I V n V. MIN ATTACHMENT TO BUCK INSTALLATION BY OTHERS n '° BUCK INSTALLATION DY OTHERS APPROVED MULLIONS INSTALLATION TYPE '3 WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' 2 S E MATERIA PRESSURE TREATED MATERIAL:PRESSURE TREATED co. TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL m L ON ALL FOUR SIDES,/USING WOOD ON ALL FOUR SIDES&SING WOOD T c Enyr.JAY AleAAD PNODUCI',RGVISBD � as complying wim me Ftoride n M PE 70592 BulldinSCode CAN. 6S8 Acceplence NolS-0512. 0 ImITonQile WIB WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN Mlam- adoProdeclCmmol d ming no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER M W99-04 THEM TO THE BUILDING STRUCTURE. sheetS,Tof 7 1 ^A y PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS a G REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 6 FOR DETAILS p� ANCHORS TYPE'A'&'N ANCHORS TYPE'B' ANCHORS TYPE'A'&'C' ANCHORS TYPE'R' 1 WINDOW DI118. W/O SHEAR CUP WITH SHEAR CUP WITH OR W/O SHEAR CUP WINDOW DIUS. W/O SHEAR CUP WITH SHEAR CLIP WITH OR W/O SHEAR CUP WIDTH HEIGHT AT 17'O.C.AT-10"O.C.AT I?"O.C.AT 10'O.C.AT 17"O.C.AT 10"O.C. R9DTH HEIGHT- AT 17'O.C.AT 10"O.C.AT 17'O.C.AT 10'O.C.AT 17"O.C.AT 10"O.C. 7' 24' 195.0 195.0 129.0 19A5 195.0 195.0 24' 180.2 195.0 R9,2 15BA 195.0 195.0 Z 1. 185.0 195.0 110.0 165.9 195.0 105.0 78' 28" 159.6 195.0 85A 136.E 195.0 195.0 E 1. 195.0 195,0 154.11 154.8 195.0 105.0 30' 448.9 19510 79.4 127.0 195.0 195.0 30, 195.0 195.0 120.0 172.0 195.0 195A 84" 24' 195.0 195.0 110.6 165.9 195.0 195.0 C 42" I95.0 195.0 110.E 147.4 195.0 195.0 28' 177.e 185.0 94,8 142.2 195.0 195.0 D 0 48' 195.0 195.0 129.0 161.3 195.0 195.0 i 24" PERFORMANCE VALUES OF INSTALLATION ANCHORS C 't 54' 195,0 195.0 114.7 172.0 195.0 195.0 REFER TO SHEET 5 FOR DETAILS 0 C H 60' 193.6 195.0 103.2 154.8 195.0 195.0 ANCHORS TYPE'A'&'C' ANCHORS TYPE'B' I a Iy�t44 66' 195.0 195.0 117.3 164.2 195.0 195.0 > WINDOW DIMS, tl/0 SHEAR CUP WITH SIIPAR CW WITH OR tl/o SHEAR CUP c OZ.C C 72' 195.0 195.0 107.5 150.5 195.0 195A WIDTH HEIGHT AT I7"D.C.AT 1D"O.C.AT 17'O.C.AT 10'O.C.AT 17"O.C,AT 10'O.C. r- 78" 186.2 195A 99.2 15B.B 195.0 195.0 28' 196.0 195.0 149,4 195.0 195.0 195.0 I 84'_ -196.0 195.0 110.8 185.9 195.0 185.0 16 3 LL G'i 36-3/8' 195.0 195.0 16f.0 105.0 195.0 195.0Z 1l) Q 24" 195.0 195.0 132.7 132.7 195.0 195.0 1 a i9-1/8' 60-8/8' 195.0 195.0 163.5 101.9 195.0 195.0 �Z 28' 195.0 1B5.0 132.7 132.7 199.0 195.0 IY 1� i1 30' 195.0 195.0 123.8 123.8 185.0 195.0 63' 185.0 19a.0 12J.3 195.0 196.0 195.0 30, 193.8 195.0 103.2 137.6 195.0 185.0 74-I/4' 195.0 195.0 130.6 195.D 195.0 195.0 0 42' 165.9 195.0 88.5 117.0 195.0 195.0 26' 195.0 195.0 107.8 181.6 195.0 195.0 I 38-3/8' 195.0 195.0 109.8 146.1 195.0 195.0 C3 m 46' 193.6 195.0 103.2 129.0 185.0 195.0 30" 26-1/2' 50-5/8' 195.0 195.0 110.8 138.5 185.0 195.0 I 1 z 54• 172.1 195.0 91.7 137.8 19&O 195.0 63' 1 s7.0 195.0 89.0 155.8 195.0 195.0 3 60' 160.8 195.0 62.8 123.8 186.0 186.0 I- e1 7{-1/4' 177.1 196.0 94A 151.1 195.0 195.0 86' 176.0 195.0 93.8 131.3 195.0 195.0 O In X 26' 195A 195.0 116.9 164.E 196,0 195.0 72' Ie1.3 195D 88.0 120.4 100.0 195.0 I I � � 38-3/8'[:�47,3 195.0 78.5 10{.7 195.0 195.0 U O 78' 195.0 79.4 127.0 105.0 796.0 37' O 50-5/8' 48.6 188.0 70.3 99.2 195.0 195.0 K 24' 195.0 195.0 128.0 172.0 185.0 185.0 O 4 63' 119.8 195.0 83.8 1f1.1 1B1.0 195.0 20' 195.0 193.0 tto.e 147.4 195.0 195.0 ANCHORS W/p R .1P ANCHORS WITH SHEAR CLIP a 20" 191.5 183.0 102.1 136.1 195.0 185.0 30' 193.6 195.0 103.2 137.8 195.0 195.0 � �N o 42' 38-3/8" 129.7 t73.0 69.2 92.2 195.0 195.0 O (n 07 36' 181.3 19A0 86.0 114.7 19SA f95.0 J8' 50-6/8" 131.1 163.0 69.9 87.4 195.0 196.0 6 42' 138.3 184.4 73.7 28.3 195.0 195.0 OO 3 M 28' 195.0 195.0 107.8 161.4 195.0 195.0 00 48' 161.3 195.0 60.0 107.5 195.0 195.0 53-1/8' M 38-J/0' 136.7 195.0 72.9 109.3 195.0 195.0 N Z Z 12 54" 143.4 195.0 76.4 114.7 196.0 195.0 ff//I�1 O 80' 129.1 19A6 68.6 103.2 196.0 195.0 TYPICAL ANCHORS:-SEE ELEV.FOR SPACING W _O 24' 105.0 196.0 110.6 147.4 105.0 195.0 - - - 1:7 O$ 29' 177.6 195.0 04.8 12e.4 fe6.a t95.0 `.TYPE 'A'- '.1/4" DIA._KWIK-CON II BY 'HILTI'(Fu=163 Ks1,Fy-157 KSI) In U-M W. 165.9 1950 88.5 117.9 195.0 195.0 1/4" DIA, ULTRACON BY 'ELCO' (Fue177 KSI,FY-155 KSQ 42' 36' 135.3 184.4 1 73.7 95.3 195.0 195.0 INTO 2BY WOOD-BUCKS OR-WOOD STRUCTURES 1' 118.5 158.0 63.2 84.2 179.8 195.0 ' 1-1/2" MIN. PENETRATION INTO WOOD 48' 135.3 172.9 73.7 92.1 195.0 195.0 - 54" 122.9 184.4 65.8 90.3 186.4 195.0 THRU 1BY BUCKS INTO CONC. OR MASONRY 1• 195.0 195.0 120.0 161.3 195.0 195.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY `o R 28' 195.0 195.0 1f0.6 135.2 195.0 105.0 _ 30' 193.8 195.0 103.2 129.0 195.0 105.0 TYPE 'B' 1/4' DIA, KWIK-CON II BY'HILT['(Fu-163 KSI,Fy-157 KSI) 3 �• 38 1013 1950. ee.o f07.6 199.0 ie6.O ,1/4' DIA. ULTRACON BY 'ELCO' (Fum177 K51,FY-155 KSI) 42' 130.3 t7as 7J.7 92.1 195.0 tes.o DIRECTLY INTO CONCRETE $ $ 46• 121.0 151.3 64.5 80.0 183.5 195.0 1-3/4" MIN. EMBED INTO CONCRETE 24" 196.0 195.0 114.7 172.0 195.0 195.0 C y c ^ 28' 154.4 T95.0 98.3 147.4 105.0 195.0 TYPE 'C'- 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o N d d o •q oryry n� .. a4' 30' 172.E 195.0 91.7 137.6 195.0 195.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") ffi o S 8 38' 143.4 I95,0 7e.4 114,7 196.0 195.0 w u u z INTO METAL STRUCTURES 42' 122.9 184.4 65.5 98.3 166.4 105.0 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) , 24' 193.6 195.0 103.2 154.8 195.0 190.0 ALUMINUM : 1/8'THK. MIN. (6063-T5 MIN.) �• 28' 165.9 195.0 88.5 132.7 195.0 195.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) E"9C J^CMLµ PRODUCTRSVISHD ; 3g3 30' 154.0 1D5.0 62.6 123.8 195.0 195.6 FLA.PE 70592 asconlplyiHS with thanorida S 3 TYPICAL EDGE DISTANCE CAN. 638 Building Code 15'0512 4 30" 129.f 183.8 same 103.2 195.0 195.0 Accb IancO No 24 108.0 195.0 117.3 164.2 195.0 196.0 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 0 *Fallone 18 ,� 66" 28" 188.0 195.0 10D.5 14.7 195.0 195.0 INTO WOOD STRUCTURE = 1" MIN. 30' t7e.o 19s.o 9s.e 1s1.3 IsS.o 19s.o INTO METAL STRUCTURE - 3/4" MIN. By 24' 195.0 195.0 107.5 150.5 195.0 195.0 4 2015 M1araduelCal drawing no. WOOD AT HFJ10, SILL OR JAMBS SO 0.55 MIN. W99-QQ. 72' 26' 172.0 t95.o 92.1 129.0 1 195.0 795.0 CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. 30• te1.3 tes.o ss.0 120.4 t96.o 195.0 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. sheet gof 7 / .i No EXCUTINTA12M a M DatlRRbf�rti 7 REJECTED p REVISE AND SUBMIT MInw- RESUI IAT M IAAM I-DARE rrEM MIAMI-DADE COUNTY • 1 ;.peeking is only for genetal confornsance&{ODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND EC01N0~F.&)UX0E&0MW and genera 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVIgloroiance with the information given irv# 86)315-2590 � F(786)315-2599 a documents. Any action shown is s . ' NOTICE OF ACCEPTANCE � R requirements of the Plans and -- wrvw.miamidade.eov/economy CGI Windows and Doors,Inc. .i ions s ich shaitar ions 1irt�nsions which shall-be confirmed and col 10100 NW 25 Street -elated atthe job site;fabrication processes an; Miami,Fl.33172 Techniques .construction;coordination o,hir nark with that of all other trades and the sati! SCOPE: factory performance of his work. This NOA is being issued under the applicable rules and,c��l40�elliing the use of construction materials. The documentation submitted hMebefi &reVe and accepted by Miami-Dade County RER - Product Control Section to be used in Mi un an o er areas w ere allowed by the Authority Having Jurisdiction(AHJ). -E-- -This NOA shall not be valid after the expiration date=aa ed 'w 2`Fie 7tamt-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve-the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as'described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"238"Outswing Aluminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)",sheets 1, 1.1,2,3,4, 5,.5.1,6 and 7 of 7, dated 12/04/98,with revision J dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL*of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product.. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply,with any section of this NOA shall because for termination and removal of NOA. er—preeeded—byhe +ar,ds-3bliatBade Ceurttlerida;-arid— 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 - jdistributors and shall be available for inspection at-the job site at the request of the Building Official. This NOA revises NOA#14-0506.01 and consists of this page 1 and evidence pages E -2 -3 and E-4, as well as approval document mentioned above. 11 The submitted documentation was reviewed by Manuel Perez,P.E. Copp? ' NOA No.15-6512.19 MI AMA Mlk ADE C0UMNTY Expiration Date: October 26,2018 G Approval Date: September 17,2015 Q lGt 11 J Page 1 fti;r��p,;.rfrs: �t:c .iri,t%:"i';'. .,. '_a'"',.!=„'ii;�.''.' •''�,. i jL 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 #96-0417.03 and#0.1 1002.03) 2. Drawing No. W98-100,titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1; 1.1, 2, 3,. 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, 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 hnpact•Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA 3056 WA;dated 03103/15, 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, DurasealO 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 23 8 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®-insulating.glass spacer,-prepared by Certified Test Laboratories,Test Report No. CTLA 3056 WC,dated 04/16/15,signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1)Air Infiltration.Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Ifissile Est-perFBQ,TAS 01 94 5) Cyclic Wind Pressure Loading per FBC,TAS 203.94. 6)Forced Entry Test,per FBC 24411.3.2-.1, and TAS 202-94 along with marked—up drawings and installation diagram of a series 318 outswing aluminum casement window,prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB,-dated 03/24/14, signed and sealed by Ramesh-C. 1,P.E. (Submitted underpreviousNOA #14-0 .06.OX)- Manuel Perdz, .E. Product Control122.19 iner NOA No. Expiration Date: October 26,2018 Approval Date: September.17,2015 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202794 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 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem,P.E. (Submitted under NOA #121220.14) 6. 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 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA #08-�1010.02) 7. Test reports on: 1)-Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 . along with marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering&Testing, Inc., Test Reports No.HETI 08-2143,HETI-08 2144,HETI-08-4287 and HETI 07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F.Font, P.E (Submitted under NOA # 08-1010.02) 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum 'casement ` window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and HTL-00804107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S..Marshall,P.E. • /,Cuhs»indar NnA'c# 9�nQ17n�nsril#/11�Inn2„Q�1 - .Manuel ere Product Control Ex nti er NOA No.15-0512.19 Expiration Date: October 26,2018 Approval Date:.September 17;2015. E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTWUED) 9.- Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water.Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 - 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1063 and FTL-1041, dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA#96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 4/24/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P.E. (Submitted tinder previous NOA #14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White) GIass Interlayers" dated 06/25/15, expiring on 07/04/18. 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. 14-0423.15 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. 4, Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16 Manue Per L P. . Product Control Exn rNOA No.15- .19 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-3 3 - CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"Edition (2014), dated April 11, 2014,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA #14-0506.01) 2. Proposal No. 13-1698 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez,P.E. (Submitted under previous NOA #14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc., dated 09/21/07 and 10112/06,both signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA #081010.02) 4. Laboratory compliances letters for Test Reports No.HETI-08-2143, HETI-08-2144,HETI 08-4287 and HETI-07-4298, issued by Hurricane Engineering&Testing,Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F.Font,P.E. (Submitted under NOA #08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL4080-1107-98,issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed.by Timothy S. Marshall, P.E. (Submitted under NOA#96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No.FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory,Inc., dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA #96-04.17.03) 7. 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. 14-0506.01,issued to CGI Windows&Doors,Inc.for their Series"238"Outswing Aluminum Casement Window-L.M.I.,approved on 06/26/14 and expiri�g on 10126/19- Vj Manuel ere Product Control Ex 1. r NOA No.15-0 2.19- Expirstion Date: October 26,2018 i Approval Date: September 17,2015 E-4 GENERAL WINDOW SECTIONS WINDOW WIDTH FLANGE FRAME VENT WIDTH lqtljj WW-2' ..D.L OPG. - - - Z WW-7' B'MAX,TYP. Q A HEAD SILL kk 7 CORNERS QQQ O CAM II II / m o d!O u 2 B KS 2 LOCKCPOINTS --_�__- µ = a ggOr ALL SIZES C ii// rt- $ ^N� Q Qy © Cf SNUBBER `W O O 3 I / I I Q a O Id AT IMPACT WIN➢DNS DNLY C: z z I = 1==Yj=-^�/ 3t__= Q ONizi H o f / i i i//% 3 x SE II z G B o j ®10 $ 1 3 S x=cT_= �F--= SURFACE APPLIED y OZ II I FALSE MUNTINS a W E --------- 44 DPTIDNAL \ I I I K V a -- ------ - FOR GLASS TYPES, a REFER TO D 0 r A M 3 SHEETS 3 AND 4. 24" lux TYP 00 t`a 7 D.L.CPO. 2 1/2' AT HEAD/SILL �i t' VENT WIDTH VENT WIDTH t' TYPICAL ELEVATION Ad WINDOW WIDTH i WINDOW WIDTH (FLANGE FRAME) 3 N M EXTERIOR I MULTI POINT LOCK C 3 M LALT POINT LOCK SB BY INTERLOCK' Z z 1 ALT.TO CAM LOCKS N 3 O LOCKS o ` i i I WDW. LOCK MAX.WDW. LOCKHTINTSPOINTS0_ 42' 2 38'83' 3 56' 3 6 M1 1 B4' 4 74r 4 g Be S 0 2 o c g €SEA+ANDO�€OR�ARG€-& MAL6-M4SSILHMR4 SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS: o o n USE CHARTS AS FOLLOWS. T NOTES' FOR MULLION/MULTIPLE UNITS, REFER TOSTEP °c 4 g$ DETERMINE DESIGN WIND LOAD REOUIREMENT BASED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SEPARATE CGI MULLION N.O.A. ' ,• ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY — USING APPLICABLE ASCE 7 STANDARD. HURRICANE ZONE(HVHZ). m - T c STEP 2 SEE CHARTS ON DESIRED r:JAVAD AHMAD 3 AND 4 FOR DESIGN LOAD WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER Eng CIVIL PRODUCT'REVISED CAPACITY OF DESIRIR CED GLASS SIZE/TYPE. LOADS TO THE STRUCTURE. FLA.PE 70592 us complying with Oro Florida i CAN.�638 Building Coda , STEP USING CHART ON SHEET B SELECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Acceptance No �F}•Q5IZ.1q a WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. q 0 ¢ OQ- ateIN STEEP 1 ABOVE. A2015ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARESTEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON NOT PART OF THIS APPROVAL. lAi lie drawing no. SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. W98—100 STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. ALL SH1MS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. sheet T of 7 '. WINDOW WIDTH � o 0 VENT WIDTH a GENERAL WINDOW SECTIONS D.L.GPO. C EQUAL LEG FRAM WW-6 1/2• F �G A 6HEAD/SILLP TF o CORNERS Q ti^ 0 to 7 O 6 a[�Ps•��! =z _ O 3 � I; �m o CAM LOCKS S 0o 77 2 LOCK POINTS �OIL h5 ALL SIZES ?— mo NggS$ - SURFACE APPLIED SNUBBER 71 FALSE MUNTINS AT IMPACT WINDOWS ONLY OPTIONAL --------- --------- p, �g hN $ 1 mn , MAX.TYP. _ -.... ....... - _ _ AT HEAD/SILL '' N o Y1GILE-�TIONPICALEL ELEVATION ELATION o N no (EQUAL LEG FRAME) O HI y IA 7 3 FOR GLASS TYPES, Z z 2 D.L.opc. REFER TO D.L.OPG. 2 1/2' I o 10 o- 3/4• VENT WIDTH SHEETS 3 AND 4. VENT WIDTH 3/a' WINDOW WIDTH WINDOW WIDTH O EXTERIOR MAXIM MULTI POINT LOCK MULTI POINT LOCK 9 BY'TRUTH' BB BY INTERLOCK' ALT.TO CAM LOCKS ALT.TO CAM LOCKS N N I I MAX.WOW. LOCK MAX.WOW. LOCK o�@ es� HEIGHT POINTS HEIGHT POINTS 42' 2 36' 2 yn n I I 63' 3 56, 3 1 o e i J i i 64' 4 74' 4 d � I 0 o m $ �` I ooro88 �j I 111 5�6er z 3 InJUL E�9r.JAVAD PHIAAD t o 2 CIVIL PRODUCT REVISGD FLA.PE'./70592 Ira complyioa with Om FlorMa N O B . , CAN.;f,4Se A 11ng Code yam' Bx Iolian UNO tue 7 0 By. drawing no. In A Z M;•tn gdoPtnduc cattrol W98-100 sheet"I. of 7 �h 1 � I^-262s 2 5/e' 2,o7s Ia57. LU .768 0 5 —15 co - fA00 1,3� 090 TYP. - Z '-- 2625 N L "'"'ZJ .720 f n a 2,215 2.465 1.43E .080 TYp, 21 v 1.222 Q 4 LL n 13 CORNER KEY CORNER KEY Q o 9 ® .060 THICK ST. STEEL O .062 THICK ALUMINUM 0 FLANGE FRAME O VENT (5/16" LAM, CLASS) O 6 a I^--2.075 1357 Q 0°�•m 68 .7683� G L4.1y- 1.057 TP� 1,875 TTTN7zo a bi2.465 2.715 1.438 _VENT CORNER .oeo T1P, CJ 1,624 � Z 28 VENi (INSUL LAM. GLASS) (n IA EQUAL LEG FRAME m ALL FRAME AND VENT CORNERS TO BE ITEM PART N QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS L757 O SEALED WITH GE SILPRUF OR EQUIV. 1 COI-373 4 FLANGE FRAME 6063-TB INDALEX OR EQUIV. i 1A OGI-397 4 EQUAL LEG FRAME 6083-TG INDALEX OR EQUN. �(."00�9900 TTYP—.�"�� F O 2 CGI-378 4. VENT(5/16'LAM.GLASS) 6063-76 INDALEX OR EQUN. 1.875 -'LJ o (n I 28 CGI-381 4 VENT(INSUL LAM.GLASS) 6063-76 INDALEX OR EQUIV. ,720 p N M y 5 20 CGI-385 4 VENT(7/16'LAM.GLASS) 6053-76 INDALEX OR EQUN. 1438 0 3 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. ZZ Z(2 V 3A I CGI-398 4 ISQUARE GLAZING BEAD 6083-75 INOALEX OR EQUIV. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 4 5 - 6 .060 THICK CORNER KEY ST S7E:EL - 1,347 —U' p Q v �+ 6 AP-425 AS READ. FRAME WEATHERSTRIPPING SCHLEGEL APTUS ® VENT (7/16" LAM. GLASS) 0 7 0250-K-190 AS READ. VENT WEATHERMIPPING - SCHLEGEL Q-LON 6 35-10-00-101 2/VENT 4 BAR HINGE,AT TOP_AND BOTTOM STEEL TRUTH,ATTACHED W/(6)/8 X 3/0'SS SMS 754 rtrc� tt;;r 9 24-13-00-202 2/VENT FACE MOUNT LOCK STEEL TRUTH,ATTACHED W/(2)JB X 3/8'SMS R g g 9A - 1/VENT MULTI POINT LOCK - TRUTH 8•383 830 C,Q$baf LMT / 98 - 1/VENT MULTI POINT LOCK - INTERLOCK c z 6€ € ' 10 - 2/VENT .110 THICK LOCK KEEPER,AT FRAME JAMB FACING LOCK STEEL CGI,ATTACHED w/(2)flo X 3/8"SS SMS !� 11 - I OPERATOR(OPTIONAL) STEEL TRUTH,ATTACHED W/(2)yB X 3/8'SS SMS 617 cCi c 11A - I OPERATOR(OPTIONAL) STEEL INTERLOCK Q CGI-375: OGEE GLAZING STOP o 12 1 30175 1 OPEMTOR TRACK STE 13 - 2/CORNER FRAME AND VENT ASSEMBLY SCREWS #10 X 1-1/4'SS SMS I /V Cd� 13 .eons 0 S�s�"sxa I 817 0LL 1-1-1 1- 3A CGI-396: SQUARE GLAZING STOP - Engr:JAVAD AFiMAO .C aI iV L ML PRODUCTRHVISEOFLA,APNEr70592 33 ®complying wilh gm Florid. Building CodeAcceplartor No y 2U15 Lrx ir.Hon Data J BY drawing no. FRAME CORNER Miam' a' Product coo W98-100 sheet Q of 7 , a - 1/8"ANN.GLASS 3/16-ANN. GLASS 3/16"HEAT STREN'D GLASS .075"Saflex CP With PET Care .076'Saflex CP With PET CoreLqtj 0 By 'Eastman Chemical Co.' By'Eastman Chemical Co.' I 090"Saflex Clear And Color Glass 090"Saflex Clear And Color Glass _ 090"Saflex Clcar And Color Glass _ _ m By'Eastman Chemtcol Co.' By 'Eastman Chemical Co.' By'Eastman Chemical Co.' Z INTERLAYERSJ_ INTERLAYERS INTERLAYERS 090"Bulaeita PVB •090'SentryGlas .090"SentryGlae eyy By'Kuraray Americo, Inc.' By'Kuraray America, Inc: By'Kuraray America,Inc.' N .090"Butocite PVB 090"Butocite PVB C U By'Kuraray Americo, Inc. By'Kuraroy Americo,Inc.' �1 1/8"ANN.GLASS �,{3/16"ANN.GLASS z 3/16"HEAT STREN'0 GLASS II Ij a 4 SILICONE I it N I it GE-1200 SILICONE ij I SILICONE I I V a Li DOW 995 it 'I GE-1200 GE-1200 i DOW 899 I� DOW 995 d I� DOW 995 I i c < C DOW 699 DOW 899 r. �j SOUARE BEAD ,,�•:=: ( °� K � � + ALL GLASS nPES-1-( 5%18" NOMINAL 7/16" NOMINAL ,./ 7/16" NOMINAL GLASS TYPE '2', GLASS TYPE '3' OiY L� GLASS TYPE '8' y a a � PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS - PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS 0 NO SHUTTERS REOUIREO NO SHUTTERS REOUIREO NO SHLIMRS'REOUIREO .-. REFER TO SHEETS 5 THIN 7 FOR INSTALLATIDN DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION OETAUS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS m WINDOW ITEMS. ;GLASS TYPE-'Z' I-GLASS TYPE'8' DIA88 TYPE'8' ftIN00ft DIMS. -G1A88 TYPE'2'� Cid88 TYPE'9' -Gfd56 TYPE'6' ftINUDE4 DIMS. GLASS TYPE'2' GLASS TYPE'0' 6NS9 TYPE'8' WIDTH HEIGHT EXT.(+) 1MT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) WIDTH HEIGHT'f EXr.(+) 1NT.(-) EXT.(+) 1NT.(-) EXF. (+) TNT.(-) WIDTH HEIGHT EXT.(+) 1NT.(-) EIO.(+) 1NT. (-) EXr.(+) 1NT.(-) 3 z 20' 110.0 194.3 s 110.0 195.0 110.0 195.0 20' -98.8-- -112.6-- �110.0- 195.0' 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 vI 24' '110.0 -10.9 110.0 195.0 110.0 195.0 r24' 85.8 95.4 110.0 195.0 110.0 120.0 26-1/2- 26" 110.0 195.0 110.0 195.0 110.0 195.0 N u^ 28'- 110.0 138.3 110.0 195.0 110.0 195.0 '28. 76.7 83.3 110.0 120.0 110.0 120.0 37' 110.0 145.4 110.0 195.0 110.0 195.0 30' J8, 110.0 129.5 110.0 195.0 110.0 195.0 30' 60, 73.2 77.7 110.0 120.0 110.0 120.0 42' 110.0 128.1 110.0 195.0 11D.0 195.0 0 lal 32' 110.0 121.4 110.0 M5.0 110.0 195.0 .32"' 70.2 72.8 110.0 120.0 110.0 120.0 19-1/9" 110.0 190.8 110.0 195.0 110.0 195.0 p 36' 107.9 107.E 110.0 195.0 110.0 195.0 '36'- 64.8 64.8 :'110.0 120.0 ',110.0 120.0 26-1/2' 38-3/8' 110.0 137.5 110.0 195.0 110.0 195.0 N o 40'- 97.1 97.1 110.0 195A 110.0 120.0 40' - - 60.0 60.0 60.0 60.0 37" 98.5 98.5 110.0 1945 110.0 120.0 p �N M 42' 92.5 92.5 1f0A 120.0 80.0 60.0 42' - - 60.0 80.0 60.0 60.0 42' 86.8 06.8 110.0 120.0 110.0 120.0 0 M 20, 110.0 166.5 110.0 195.0 110.0 195.0 20' 86.7 86.7 1104 19510 110.0 195.0 19-1/8" 110.0 144.5 110.0 195.0 110.0 195.0 O 3 y 24- I10.0 138.8 110.0 195.0 110.0 195.0 24' 73.4 73.4 110.0 120.0 110.0 120.0 26-1/2- 99.7 104.3 110.0 195.0 110.0 195.0 ,`4., z Z ,n 28' 110.0 118.9 110.0 195.0 110.0 195.0 28' 64.2 64.2 110.0 120.0 110.0 120.0 37' 50-5/8' 74.7 74.7 110.0 120.0 110.0 120.0 p 30" 42" 110.0 111.0 110.0 195.0 110.0 195.0 30' 66" 60.6 60.6 110.0 120.0 110.0 120.0 42" 65.8 65.8 110.0 120.0 110.0 120.0 per, O 32' 104.1 104.1 110.0 195.0 110.0 120.0 32, 51.6 57.5 110.0 120.0 110.0 170.0 19-1/8 98.7 104.2 110A 195.0 Iiox 195.0 Gl 36' 02.5 92.5 110.0 120.0 110.0 120.0 36' - - 60.0 60.0 60.0 60.0 26-1/2' 63" 74.9 77.9 110.0 120.0 110.0 120.0 O 40' 83.3 83.3 110.0 120.0 110.0 120.0 40' - - 60.0 60.0 50.0 60.0 37' 60.0 50.0 110.0 120.0 110.0 120.0 42' 79.3 79.3 110.0 120.0 60.0 60.0 20" 66.4 136.4 110.0 195.0 110.0 120.0 42° - - 60.0 60.0 60.0 60.0 20' 110.0 145.7 110.0 195.0 110.0 195.0 24' 56.1 5e.1 110.0 120.0 110.0 120.0 19-1/8" 63.0 63.0 110.0 195.0 110.0 120.0 8 24' 110.0 121.4 ,110.0 195.0 110.0 195.0 28' 72, 48.9 48S I10.0 120.0 110.0 120.0 25-1/2' 74-1/4- 48.8 46.8 110.0 120.0 110.0 120.0 N 28" 103.8 104.1 110.0 195.0 110.0 120.0 30' 48.0 46.0 110.0 120.0 110.0 120.0 37' - - 59.8 59.8 59.8 59.8 0 .J0"" 48' 97.1 `97.1- 110.0 195.0 110.0 120.0 32' 43.0 43.6 110.0 120.0 110.0 120.0 37' 77" - - 56.3 56.3 58.3 50.3 ## 32' 91.1 91.1 110.0 120.0 110.0 120.0r28" a4' - - 00.0 60.0 60.0 60.0 y _ c �55 36'' 80.9 50.9 '11o.0 120.0 110.0 120.0 - - 60.0 60.0 60.0 60.0 * LIMIT MAX. LOADS TO 171.0 PSF aI g $ - WHEN MULTI POINT LOCK BY'INETRLOCK' 9B 40 - - IS USED 42' 69.4 69.4 110.0 120.0 60.0 60.052.0 52.0 110.0 120.0 110.0 120.0 n a n n 20' 110.0 129.5 110.0 195.0 110.0 195.043.8 43.8 110.0 120.0 110.0 120.0 **SEE SHEET 1 7"APPLICABLE TO FLANGE FRAMES ONLY m o`,��N r qi 6 24' 98.0 107.9 110.0 195.0 110.0 195.0 ' 38.1 38.1 110.0 120.0 110.0 120.0 O^ a i 28' 88.2 92.5 110.0 120.0 110.0 120.0 - - 110.0 120.0 60.0 60.0 1. 84.4 86.3 110.0 120.0 1f0.0 120.0 - - 60.0 60.0 60.0 60.0 32' S4• 80.9 60.9 110.0 120.0 110.0 120.041.5 41.6 110.0 120.0 110.0 120.0 m 36' 71.9 71.9 110.0 120.0 110,0 120.034.9 34.9 110.0 120.0 110.0 120.0 Engn JAVAD AHMAD E 3 CML PRODUCT REVISED n 40' 64.8 64.8 110.0 120.0 110.0 120.04' - - 110.0 120.0 54.5 54.5 FLA.PE 170592 as complying with tiro Florida 42" 61.7 61.7 11001200 B00 60,0 - - 51.2 51.2 51.2 51.2 CA.'3538 HnildingCode- - 48.3 48.3 48.3 48.3 AcceptanccNol6*0512,101 9 a NOTE: Bxp ratio I Date/$ GLASS CAPACITIES ON THIS SHEET ARE NOTE: BY� drawl BASED ON ASTM E1300-09 (3 SEC. GUSTS) LOAD/AREA LIMITS 015 Mi Dade Product W98-106 AND FLORIDA BUILDING COMMISSION FOR +110.0, -120.0 PSF = 16.34 SO. FT. DECLARATORY STATEMENT DCA05-DEC-219 +110.0, -195.0 PSF = 10.00 SQ. FT. sheet 3of 7 1/8'TEMP, GLASS 1/8"TEMP. GLASS 5 AIR SPACE AIR SPACE 1/e"ANN.GLASS 1/8"TEMP.GLASSDo .075'Saflex CP With PET Core .075"Saflex CP With PET Care Z 3 By'Eastman Chemical Co.' By'Eastman Chemical Cc,' J 090'Saflex Clear And Color Glass .090'Saflex Clear And Color Gloss By 'Eastman Chemical Co.' By'Eastman Chemical Co.' f' INTERLAYERS INTERLAYERS 090"SentryGlos .090'SenlryGlos O p By 'Kuroray America, Inc.' By 'Kuroray America, Inc.' 4 0 090"Bulacite PVB .090"Butacite PVB P6 W at By 'Kuroray Americo, Inc: By'Kuroray America,Inc. D LL SQUARE BEAD �j y 1/8"ANN. GLASS 1/8'TEMP.CLASS OPTIONAL a ALL GLASS TYPES 0 SILICONE SILICONE yy11 i GE-1200 I GE-1200 M1 Q a i. DOV 899 DOV 899 a0 %L EDGE SPACER Xt.EDGE SPACER ""''"`' ST. STEEL BY'CARDINAL' SETTING BLOCKS ST.STEEL BY'CARDINAL' SET 1NG BLOCKS (Ir z - OR 2/LRE OR 2/RITE t c Q OURA.SEAL BY'QUANEX' EPDM OURASEAL BY'QUANEX' EPOM OR DUROMETER 85k5 OR OUROMETER 65*5 SUPER SPACER BY'QUANEX' 3/4" INSULATED SUPER SPACER BY'OUANE%' 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE 'SA' N N U 'O Z m PERFORMANCE VALUES OF IMPACT RESISTANT 1TINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED NO SHUTTERS REWIRED NO SHUTTERS REQUIRED Q' Cc REFER 70 SHEETS$7HRU 7 FOR INSTALLATION DETAILS RUE"TD SHEETS 5"If7 FOR INSTMIA➢aN DETAILS REFER TO SHEETS 3 THRU 7 FOR INSIXLIATION OETMRB O tzi a WINDOW DIMS. GLASS TYPE'2k GLASS TYPE'BA' 71INDOW DIMS. GLASS TYPE'2A' CLASS TYPE'SA' 1UN➢OW DIMS. GLASS TYPE 12A' GLASS TYPE'BA' Q 0-' WIDTH HEIGHT W.(+) INT.(-) EX.(+) INT.(-) WIDTH HOGHT EXT-(+) INT. (-) EXT.(+) INT. (-) WIDTH HEIGHT EXT. (+) iNT.(-) Exr.(+) 1NT. (-) 1n 4 20' 110.0 194Z 110.0 195.0 20" 98.8 112.6 1f0.0 195.0 19-1/8" 110.0 195.0 110.0 19510 N o 24' 110.0 161.9 110.0 196.0 24' 85,8 95.4 170.0 120.0 26-1/2' 110.0 203.0 110.0 195.0 o U1 N.n-e 28' 111 13" 110.0 195.0 28' 76.7 83Z 110.0 120.0 J7' 26• 110.0 145.4 i f O.0 195.0 O M n 30" 110.0 129.5 110.0 195.0 30' 73.2 77.7 11o.0 120.0 42° 110.0 128.1 110.0 195.0 Q 3 32' JB" 110.0 121.4 110.0 195.0 32' 80" 70.2 72.8 110.0 120.0 19-1/8' 110.0 190.6 110.0 195.0 36" 107.9 107.9 110.0 195.0 36" 1 64.8 84.8 110.0 120.0 26-1/2' 110.0 1375 110.0 195.0 J8-3/8' 40 97.1 97.1 1 110.0 120.0 40' 60,0 80.0 - - 37' 98.5 90.5 110.0 120.0 42' 92.5 92.5 I10.0 120,0 42" 60,0 60.0 - - 42" 86.8 86.8 110.0 120.0 O 20' 110.0 166.5 110.0 195.0 20' 86.7 86.7 110.0 169.0 19-1/8" 110.0 144,5 110.0 195.0 24' 110.0 138s 110.0 195.0 24' 73.4 73.4 710.0 120.0 26-1/2" 50-5/8' 99.7 104.3 1to.0 fes.0 28' 110.0 118.9 110.0 195.0 28' 64.2 64.2 110.0 120.0 37' 74.7 74.7 110.0 120.0 30' 42' 110.0 111.0 110.0 195.0 30' 06' 6016 60.6 110.0 118.2 42' 65.8 65.8 110.0 120.0 A Y 32' 104.1 104.1 110.0 120.0 32' 57S 57.5 110.0 112.2 19-1/8" 96.7 104.2 1f0.0 195.0 38" 92.5 92.5 110.0 120.0 36' 80,0 60.0 - - 26-1/2" 8J� 74.9 77,9 110.0 120.0 0 '� 40' 83.3 83.3 110.0 120.0 40' 60.0 60.0 - - 37' 60.0 60.0 110.0 117.0j 42' 79.3 79.3 110.0 120.0 20' 66.4 66.4 110.0 120.0 42" BOA 60.0 - - y 9 20" 110.0 145.7 "0.0 195.0 24' 55.1 55.1 fo9.3 109.3 19-1/8" 63.0 6310 f10.0 120.0 a� 24' 110.0 121.4 110.0 195.0 28' E431" 48.9 95.3 95.3 2- 2 -1 4 45.6 28' 104.1 104.1 110A 120A 30' 72" 46.0 89.8 89s 37" 59.8 59,8 - - NOTE; y - 30' 97.1 97.1 itO.D 120.0 32' 43.6 85.0 85.0 37' 77' 58.3 56.3 - - GLASS CAPACITIES ON THIS SHEET ARE o ;� 32' 48" Simi 91.1 110.0 120.o 36, 60.0 - - BASED ON ASTM E1300-09 (3 SEC. GUSTS) as, 80.9 80.9 110.0 120.0 32" 60.0 - - $ LIMIT MAX.LOADS To 171.0 PSF AND FLORIDA BUILDING COMMISSION - 40' 72.8 72.8 110.0 120.0 36" 76° 60.0 WHEN MULTI POINT LOCK BY'INETRLOCK' aB DECLARATORY STATEMENT DCA05-DEC-219 -� IS USED 42' 69.4 69.4 110.0 120.0 20' 52.0 101.3 tOt.3 ` 20" 110.0 129.3 1IOA 195.0 24' 3s 43.B 85.4 85.4 �K#512E 37'X 77"APPLICABLE TO FLANGE FRAMES ONLY Engr:,AAVAD AHMAD r g, 78° SEE SHEET 1 CML PROD)1CT RGVISED 7 a 33 24' SBA 107.9 110.0 195.0 28' 38.1 JB.1 74.3 74.J FIA.PE 70592 m con7ptyh,a with➢,o L+laridu CAN. 538 }� 28" 92.5 92.5 110.0 120.0 32' 60.0 60.0 - - Ouilding Cole JO' 84R BBa 110A 120A ZO' 41s 41.5 BOA 80.8 Aceeplauee No 16-os72.ly .8g 54' m1iwl 3e BOA 80.0 110.0 120.0 24' 34.9 34.8 88.0 68.0 ,I 36' 71.9 71.9 110.0 120.020' 84' 54.5 545 - - NOTE: '���� BI' no. 40" 64s Gas I10.0 120A 30' 612 61.2 _ LOAD/AREA LIMITS hL DuleProducl [;�;lng8_ DO FOR +110.0, -120.0 PSF = 16.34 SQ. FT. 42" s1.7 6t.7 tto.o 120.0 3z' 40,3 48.3 - - +110.0. -195.0 PSF = 10.00 SO. FT. sheet 4of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 �� o TYPICAL ANCHORS SEE ELEV.FOR SPACING rn TYPICAL ANCHORS TYPICAL ANCHORS SEE SHEET 6 FOR DESCRIPTION Z ; SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING I" SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION METAL G o. 1/8-STRUCTURES THKMIN. u 1 3/8- (�O SEALANT SEALANT r Q 2 1/8- 1 3,' ' MIN. yRp.}� ii44 ° '1'MIM� • '1 MIN' 2-1/2'MIN. 2-1/2-MIN. Q W el S INSTALLATION TYPE 11' WOOD BUCK TYPE '1' fNSTALLATION TYPE '2' WOOD BUCK TYPE .MATE81AL: PRESSURE TREATED MATERIA PRESSURE TREATED N N TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT Tq Z '�e ON ALL FOUR SI ES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES V) 'n O O TYPICAL ANCHORS TYPICAL ANCHORS �c V1 SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING TYPICAL ANCHORS 41 y SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION _ SEE ELEV.FOR SPACING F-N o 11 SEE SHEET 6 FOR DESCRIPTION g N� 1 3/8' �I�11 3p 3 M ( SEALANT �. SEALANT z zo ^ �I it N t O �3 � �� I L___J aa••.<e 2 7/e' a` .,a•• a 2 1MINN.8- rg ' •'° .'° • a .•< A���� BUCK INSTALLATION BY OTHERS o BUCK INSTALLATION BY OTHERS a ATTACHMENT TO o sr 1'MIN. I. MIN. APPROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' m z $$ TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL o m N d ON ALL FOUR SIDES/111SING WOOD ON ALL FOUR SIDES/USING WOOD c - O ALUM CHANNEL i 3/4'X V X 3/4-X 1/8- En r JAVAD MAD 2-1/2'LONG B CML PRODUCT REVISED AT ANCHOR LOCATIONS FLA.PE 70SB2 as wmplying with 61m Plmide N 4i CAN. 539 nuilaing cone t5,o512 1'� k I ncaptmce No it B Irotion Dote 1$ e $ iy do WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN M Mlmn' edaPtoduci rowing no. I LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I ALT. ANCHOR LOCATION W98-100 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet 501 7 a q INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 qt o TYPICAL ANCHORS SEE ELEV. FOR SPACING gg SEE SHEET.6 FOR DESCRIPTION METAL 1" u TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES 6 G SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING 1/e'THK,MIN. 0 2�i U SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION Err(yljj IIL° 80 a a 21/g' ` I 'w.V• 21/8' LL26i o 7 MIN. 41 e 1°MIN a1'MIIJ� O 2-1/2 MIN. 2—i/2'MIN. N INSTALLATION TYPE '7' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' Cj MATERIAL.:PRESSURE TREATED MgggI: PRESSURE TREATED Z TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO V ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDEVUSING WOOD METAL STRUCTURES O Ouj t/6'MIN. n o TYPICAL ANCHORS ICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING ' Q M ELEV. FOR SPACING SEE ELEV. FOR SPACING i i—r—T i SEE SHEET 5 FOR DESCRIPTION Z_Z ug SEE SHEET 5 FOR DESCRIPTION SEE SHEET 5 FOR DESCRIPTION ! 4/—S-EE I' _O v 1 3/B' 11 11 (7 0— I I U II + k.L i L O 11 11 tg �Q"re rg \ � II II U300f o e 0 9 R 9 9 a ;.ap•.cd 27/6' •:oo ATTACHMENT TO •, e BUCK INSTALLATION BY OTHERS a BUCK INSTALLATION BY OTHERS APPROVED MULLION v2 3 gig • I INSTALLATION TYPE W WOOD BUCK TYPE IS INSTALLATION TYPE '4' WOOD BUCK TYPE MATERIIA: PRESSURE TREATED MATEBI PRESSURE TREATED c TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ON ALL FOUR SIOES/USING WOOD ON ALL FOUR SIDES/USING WOOD Engr.JAVAD AHMAD '� e CML PRODUCTRE.VISBD tt = F CAN 550592 as complying will,The nodde "+ 1)uildingCode Accepta��ce No B lrutlon Doic I$ � 8 O DY drowing no. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN Dxk'rod<te LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER W98— 0�015 THEM TO THE BUILDING STRUCTURE. sheet 5. oT 7 1 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS a REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS 4U a ANCHORS W/O SHEAR CUP ANCHORS WITH SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHORS MITH SHEAR CUP ANCHORS W/O SHEAR CUP ANCHORS MITI]SHEAR CLIP 6 � WINDOW DIMS. AT 17"O.C. AT 10'O.C. AT 17'O.C. AT 10"O.C. WINDOW DIMS. AT 17"O.C. AT 10"O.C. AT 17"O.C. I AT 10"O.C. WINDOW DIMS. AT 17'O.C. AT 10"O.C. AT 17"O.C. AT 10"O.C. WIDTH HEIGHT EXT.(+)/INT.(-)EXT.(+)/INT.(-)DR.(+)/INT.(-)EXT.(4)/INL(-) WIDTH HEIGHT EXT.(+)/ANT.(-)EXT.(+)/INT.(-)EXT.(+)/INT.(-)EXT.(+)/INT.(-) WIDTH HEIGHT EKT.(+)/INT.(-)EXf.(+)/INT.(-)EXT.(+)/INT.(-)EXr.(+)/INT.(_) O 20' 195.0 195.0 154,8 195.0 32' 78" 133.2 195.0 76.4 122.2 19-1/B' 195.0 195.0 149.4 195.0 P, z 24' 195.0 195.0 129.0 172.0 36' 118.4 189.5 67.9 f08.6 26-1/2" 26' IWO 195.0 107.8 161.8 28' 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 190.5 37' 105.0 195.0 77.2 115.9 6 p 30" 160.0 105.0 1103.2 137.6 24' 173J 195.0 99.2 158.8 19-1/8- 195.0 195.0 151.9 196.0 O 32' S6" 168.8 195.0 96.5 129.0 28" 78' 148.4 195.0 85J 136.1 26-1/2' 38-3/8' 191.2 195.0 109.6 146.1 a 36" 150.0 195.0 86.0 114.7 30" 13815 195.0 79.4 127.0 37" 136.9 182.6 78.5 1 104.7 40' 135.0 180.0 - 77.4 103.2 32' 1 129.8 195.0 74.4 119.1 19-1/8" 195.0 195.0 153.5 191.9 42' 128.6 171A 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2' 50-5/8' 193.2 195.0 110.8 138.5 20' 195.0 195.0 132.7 175.9 24' 195.0 195.0 110.6 165.9 37' 13B.4 173.0 79.3 99.2 0 4 C 24' 192.9 195.0 110.8 147.4 28' 84• 165.3 195.0 94.8 142.2 19-1/8' 195.0 195.0 123.3 195.0 10 1 28' 165.3 193.0 94.8 126.4 32' 154.3 105.0 88.5 132.7 26-1/2" 155.3 195.0 89.0 155.8 +341 30" 4Y 154.3 195.0 88.5 117.0 37' �• 111.2 194.6 63.8 111.6 N qq 32' 144.6 192.9 82.9 110.6 42- 98.0 1711.4 56.2 98.3 7 Z LO �, 36, 120.6 17iA 73.7 90.3 19-1/8' 195.0 1B5.0 130.8 795.0 YY YI 40' 115.7 154.3 68.3 88.5 28-1/2' 74-1/4' 184.7 195.0 94.4 1151.1 42' 110.2 146.9 63.2 84.2 37" 117.9 188.6 67.6 108.1 m 20' 185.0 105.0 154.8 193.6 24' 195.0 195.0 129.0 161.3 Z M 28" 192.9 195.0 110.6 138.2 v°1i 30, 48" 180.0 195.0 103.2 129.0 32' 168.8 I95.0 98.8 120.9 I TYPICAL ANCHORS: SEE ELEV.FOR SPACING O LU 30" 150.0 187.5 66.0 107.5 40' 135.0 158.8 77.4 98.8 '1/4" DIA KWIK-CON'IF-BY 'HILTI'(Fu=163 KSI,FY=157 KSI) s�c 42' 128.6 160.7 73.7 92.1 I --" - N o 1/4" DIA.-ULTRACON HY 'ELCO' (Fu=m KSI,FYo155 KSI) n 20' 195.0 195.0 137.6 195.0 0 INTO-2BY WOOD-BUCKS-OR-WOOD--STRUCTURES- 24' 195.0 IBS.O 114,7 172.0 Ah "f 1-1/2" MIN. PENETRATION INTO WOOD g 3 m TB' 171.4 19510 98.3 147.4 r°�30' 54" 160.0 1e5.o st.7 137.6 THRU 1BY-BUCKS`iNTO-CONC:-OR MASONRY 30 32' 150.0 195.0 86.0 129.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY' _03 36' 133.3 195.0 76.4 114.7C7 O 6 DIRECTLY INTO-CONC.--OR MASONRY - - U aD" 120.0 171A 65.5 08.3 pn 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 42" 114.3 171 A 85.5 98.3 20' 195.0 I95.o 123.8 185.8 I 614 SMS OR SELF DRILLING SCREWS (GRADE 2 OR$) 24' 180.0 195.0 103.2 154.8 I INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 28' 154.3 195.0 88.5 132.7 INTO METAL STRUCTURES 30' 144.0 195.0 82.6 123.8 o b Bo, ANCHORS W/O SHEAR CLTP ANCHORS TUTH SHEAR CLIP STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) c p,a 32' 135.0 195.0 77.4 116.1 O g ALUMINUM 1/8" THK. MIN. (8063-T5 MIN.) �w 36' 120.0 180.0 68.8 103.2 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) g 40" 108.0 182.0 61.9 92.9 42' 102.9 154.3 5910 88.5 TYPICAL EDGE DISTANCE 01 ' Nib CONOREE A D MASONRY= 2-172" MIN. 24' 195.0 195.0 117.3 164.2 INTO WOOD STRUCTURE = 1" MIN. rn n + v 28" 175.3 195.0 100.5 140.7 INTO METAL STRUCTURE = 3/4" MIN. o c n c 30" 66' 163.6 195.0 93.8 131.3 R 8 8 CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. o 32' 153.4 195.0 68.0 123.1 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN, o 36' 136.4 190.9 78.2 109.5 , 40' 122.7 171.5 70.4 98.5 Engr.JAVAD CMLµ 20' 195.0 195.0 129.0 i8D.6 PRODUCT REVISED '�'1 24" 187.5 195.0 107.5 150.5 FLA PE/70592 a m cnplying wilh We Ploridx C.A.N. od N,'3538 Building e 9 ze' 7Y tso.7 tas.o 9z.1 ize.0 AcceplwueNols-05 Iq 8 30" 150.0 195.0 86.0 120.4 H. it Inn Dme 32' 140.5 195.0 60.6 112.9 36' 125.0 175.0 71.7 iOD.3 By drawing no. Miam' Pmdoc co,11ro1 W98-100 sheet 6of 7 1 r PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES , ALUMINUM BUCK FRAMING DETAILS V OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES InNDOB mN9. 1TINDOB DIMS. MINDOA DIMS. USE LOWER APPLICABLE VALUES. WIDTH THEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXL(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) h` 20' 110.0 19s.D 1. 105.8 120.0 19-1/8" 110.0 195.0 WY 24- 110.0 195.0 24' 90.9 120.0 26-1/2' 110.0 195.0 y a 28' 110.0 188.5 28' 76, 80.5 110.3 37' 26, 110.0 184.2 Q v 30, 110.0 182.4 30' 76.3 104,7 42' 110.0 152.4 Q, 32' 36• 11010 179.5 32' 60.0 60.0 19-1/8' 110.0 195.0 FD 36, 110,0 177.3 36" 60.0 60.0 26-1/2" J8-S/8' 110.0 172.6 40' 105.8 145.1 20" 102.7 120.0 37' 110.0 156.3 3 cc�4 42' 97.0 120.0 24' 88.2 120.0 42' 95.7 120.0 Q G 20' 110.0 179.5 28" 78' 77.9 120.0 19-1/8- 110.0 195.0 24' 110.0 159.6 30' 73.9 101.3 26-1/2' 110'0 154.7 ; 3 g N 50-5/6' la 28' 106.9 148.E 32' 60.0 80.0 J7' 94.0 120.0 1 1 ly Z(�j 30, 42" 103.5 141.9 20" 110.0 120.0 42' 89.8 120.0 11 j �T B OU 32" 100.7 138.1 24' 97.0 120.0 19-1/8- 109.3 149.9 j Q b 1Li 38' 97.0 120,0 28' 84" 85.5 t17.3 28-1/2' 84.8 116.2 0 4D' 95.2 120.0 30' 60.0 60.0 37' BY 67.9 93.1 I I #14 SMS I 4Y 96.0 120.0 32' 60.0 60.0 42' 60.0 60.0 AT 6'FROM ENDS a 20" 110.0 195.0 19-1/8" 110.0 154.8 17"O.C.MAX.AT JAMBS U 24' 110.0 177.3 26-1/2' 74-f/4' 86.4 118.5 24"O.C.MAX.AT HEAD/SILL ,�I,",�, ..I�`"'���J 3 Z 28' 110.0 160,0 37' 60.0 00.0 O In1VU O AT46"FROM ENDS 30" 48, 110.0 1b48 19-1/8' 109.9 120.0 24"O.C.MAX.AT HEAD/SILL O 32' 109�1 120.D 26-1/2' 76' 84.0 115.2 C 38' 103.5 120,0 37' 60.0 60.0 'a I 40' 89.8 120.0 19-1/8- 108.3 120.0 \ N 42' 95.0 120.0 26-1/2" 77' 82.7 113.411 •�, N N� 20" 110.0 174.1 37' 60.0 60.0 a N O M 24' 110.0 152.0 G?+ N 28' 99.8 l20.0 r°F( Z Z 30' 95.5 120.0 54' 91.9 120.0 44 36, 86.2 118.2 ° . °' I TYPICAL ANCHORS TYPE'A'OR 'B' TYPICAL ANCHORS TYPE'C' V r 40' 62.2 112.7 AT 6"FROM ENDS AND AT 6' FROM ENDS AND O 42' 80.8 110.6 2 1/2'MIN. 17'O.C. MAX.AT JAMBS 17'O.C. MAX.AT JAMBS EDGE DISi. 17'O.C. MAX.AT HEAD/SILL 24"O.C. MAX.AT HEAD/SILL 20' 110.0 tb3.2 1'MIN. �{ 1' 97.0 133.0 .INSTALLATION TYPE '5' INSTALLATION TYPE '6' 8t 28' 86.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURES 3D' 82.8 113.5 0 80' A - 1/4" DIA. KWIK-CON II BY 'HILTI'(Fu.183 KSI.Fy=157 K51) 32" 79.4 108.E TYPICAL INSTALLATION DETAIL 4 36, 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK_SYSTEM 101 p 11 b o 40' 60.0 60.0 1-1/4' MIN. EMBED INTO CONC. OR MASONRY z Fu-177 I, Fy-.155 KS1 20" 110.0 171.0 z4' to7.6 tzG.o DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 Z45 O 1-1/4" MIN. EMBED INTO CONCRETE '" 065 ;- $ 28' 95.9 120.0 .645 � d 30' 86' 97.3 120.0 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS .065 --r692r -¢' �' °c" "_- 32' 87.3 119.7 C - #14 SMS (GRADE 2 CRS) ,y82 II I 1.1I25 36, 60.0 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES J- Eng..JAVAD AHMAD 40' 60.0 60.0 1.436 CIVIL PRODUCT immplygwiih BD 1-1/2" MIN. PENETRATION INTO WOOD 20' 110.0 164.5 .903 'PE' 70592 meamplyivawithlhoFlootiidu 1zs CAM.fss36 BunaingCade 15-0512.fR m ;; 24' 97.0 120.0 TYPICAL EDGE DISTANCE AcceplaOceNo 26' 80.0 117.9 INTO CONCRETE AND MASONRY a 2-1/2" MIN. ALUMINUM BUCK OPTIONAL COVER Z 5 Yp1lonDaW 72, �D18 30' 81.7 112.0 INTO WOOD STRUCTURE = 1" MIN. 6063-T6 6063-T6 M O BY D Wodtl�l drawing no. 32" 77.9- 106.9 36' 60.o so.o CONCRETE AT HEAD,SILL OR JAMBS I'c - 3000 PSI MIN. W98- OO C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. sheet 7 of 7 a 2/22/2017 Florida Building Code Online eepew rg:•- BCIS Home I Login I User Registration Hot Topics Submit Surcharge I Stats&Facts I Publications FBC Staff BCIS Site Map' Links •Search+ i Florida H Product Approval 1, M USER:Public User ttr cur. Product Aonroval Menu>Application Detail • FL# FL5822-114 Application Type Revision Code Version 2014 Application Status Validated ) NO EXCWrWK TAft ❑M t 7'REJECTED NO Comments 02/16/2017v.date.reapply02/20/17 O REVISE A140 SUBMiTSPECInEO• REWSMIT Archived ITEM Product Manufacturer Smart Vent Products,Inc. ..-leaking is only far genetai eonfCrftnce wit Address/Phone/Email 430 Andbro Dr Unit 1 :lie design concept of the project and genera � Pitman,N]08071 o�;pliance with the information given in the (877)441-8368 .O'+`ract documents. Any.action shown issut: ect to the requirements df the plans and info@smartvent.com ipe4ifications. Contractdr is responsible for: )imensions which shall,be confirmed and cot Authorized Signature Michael Graham 'elated at the job site;fabrieation processes an info@smartvent.com echniques,of Construction;coordination o.hi; ioork with that of all other trades and the sati: factory performance of his work. Technical Representative Michael Graham Team Architecture,Inc. Address/Phone/Email 430 Andbro Dr Unit 1 Pitman,NJ 08071 .)ate ,s.—2 � Zoi:Z (877)441-8368 info@smartvent.com r;y Fee. Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Products Introduced as a Result of New Technology Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Locke Bowden Validation Checklist-Hardcopy Received Certificate of Independence FL5822 R4 COI Smart Vent COI SS 2015-02-23.0df I Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1612.5(1)(1.2) ; r; 1709.2 FILE . w https:/Iwww.floridabuilding.org/pr/pr app Oti-px?par —GF-VXQwtDgvMdF6zR4iBLmlme,ckcmccEpeWhSGc%2ftts%3d 1/3 Am atmiq!W*4,may'sNol"I lot ul j"; 4F.'. . i 2/22/2017 Florida Building Code Online Product Approval Method Method 2 Option B Date Submitted 02/15/2017 Date Validated 02/21/2017 Summaty of Products FL# Model,Number or Name Description 5822.1 SmartVent Model#1540-510 Dual Function Flood and Ventilation Vent Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5822 R4 II 1540-510.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure: +100/-100 Evaluation Reports Other: One vent may be used for up to 200 sq.ft. of interior FL5822 R4 AE PER4694 SS 2017-02-15.pdf - space(minimum 2). FL5822 R4 AE SmartVent-Impact Reauirements Letter SS 2015-02-26.pdf Created by Independent Third Party:Yes • 5822.2 SmartVent Model#1540-511 Dual Function Flood and Ventilation Vent Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5822 R4 II 1540-511.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +100/-100 Evaluation Reports Other:One vent may be used for up to 400 sq.ft.of interior FL5822 R4 AE PER4694 SS 2017-02-15.pdf space(minimum 2). FL5822 R4 AE SmartVent-Impact Requirements Letter SS 2015-02-26.odf Created by Independent Third Party:Yes 5822.3 SmartVent Model#1540-514 Garage Door Dual Function Flood and Ventilation Vent Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5822 R4 II 1540-514.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure: +100/-100 Evaluation Reports Other:One vent may be used for up to 200 sq.ft.of interior FL5822 R4 AE PER4694 SS 2017-02-15.pdf space(minimum 2). FL5822 R4 AE SmartVent-Impact Requirements Letter SS 2015-02-26.pdf Created by Independent Third Party:Yes 5822.4 SmartVent Model#1540-520 Insulated Flood Vent Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5822 R4 II 1540-520.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E.Florida P.E.73778 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +100/-100 Evaluation Reports Other:One vent may be used for up to 200 sq.ft.of interior FL5822 R4 AE PER4694 SS 2017-02-15.pdf space(minimum 2). FL5822 R4 AE SmartVent-Impact Requirements Letter SS 2015-02-26.pdf Created by Independent Third Party:Yes 5822.5 SmartVent Model#1540-521 Insulated Flood Vent Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5822 R4 II 1540-521.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure:+100/-100 Evaluation Reports Other:One vent may be used for up to 400 sq.ft.of interior FL5822 R4 AE PER4694 SS 2017-02-15.odf space(minimum 2). FL5822 R4 AE SmartVent-Impact Requirements Letter SS 2015-02-26.pdf Created by Independent Third Party:Yes 5822.6 SmartVent Model#1540-524 16"Garage Door Flood Vent Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5822 R4 II 1540-524.13df i Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero, P.E. Florida P.E.73778 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure:+100/-100 Evaluation Reports Other:One vent may be used for up to 200 sq.ft.of interior FL5822 R4 AE PER4694 SS 2017-02-15.odf space(minimum 2). FL5822 R4 AE SmartVent-Impact Requirements Letter SS 2015-02-26.pdf Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvMdF6zR4iBLmlmeckcmccEpeWhSGc%2ftts%3d 2/3 2/22/2017 Florida Building Code Online 5822.7 SmartVent Model#1540-570 Wood Wall Insulated Flood Vent Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5822 R4 II 1540-570.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +100/-100 Evaluation Reports Other:One vent may be used for up to 200 sq.ft.of interior FL5822 R4 AE PER4694 SS 2017-02-15.odf space(minimum 2). FL5822 R4 AE SmartVent-Impact Requirements Letter SS 2015-02-26.Ddf Created by Independent Third Party:Yes 5822.8 SmartVent Model#1540-574 14.5"Garage Door Flood Vent Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5822 R4 II 1540-574.pdf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E.Florida P.E.73778 Impact Resistant: N/A Created by Independent Third Party:Yes Design Pressure: +100/-100 Evaluation Reports Other:One vent may be used for up to 200 sq.ft.of interior FL5822 R4 AE PER4694 SS 2017-02-15.pdf space(minimum 2). FL5822 R4 AE SmartVent-Impact Reouirements Letter SS 2015-02-26.pdf Created by Independent Third Party:Yes Back fV ext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement f Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 4SS,F.S., please click here. Product Approval Accepts: eChe=k "Credit Card�:_ Safe .III 1 I i I I https://www.floridabuilding.org/pr/pr app_dtf.aspx?param=wGEVXQwtDgvMdF6zR4iBL.mlmeckemccEp6WhSGc%2ftu%3d 3/3 DETAIL DIAGRAM MODEL 154d-510 DUAL FUNCTION FLOOD AND VENTILATION VENT V-4 1/4" R/O °OeeeeDe®eMeDOeOeeeeeeeeeceeeoeeeeeee°e° CLIP SLOTS USE TWO TOP AND TWO BOTTOM �S®H®HHfl HHHHH888HHHHHHH HHHHHHHHoH00H� HHH8H8� HH00HHH®ooHRHHH0MHH8gHoRHHMHH ❑❑❑ ❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ BEHIND THE RODENT SCREEN, LOUVERS ��� � 0 OE � �m �{ 0 ������®�� AUTOMATICALLY OPEN AND CLOSE WITH 8R1/4 ®®®F`i �FJj TEMPERATURE. NO ELECTRICITY IS NEEDED �o®0MHH8H#HE8�®��®�� o�o�s�oo�o�� o❑ aaa.. a . a d . FLOAT SLOTS FIGURE 1 FRONT VIEW HURRIBOND GRIP & SEAL ADHESIVE LOCATION (FLANGE) • o • 0 FIGURE 3 12" MAX FROM G CLIPS INSTALLED: TWO ON SIDE VIEW FINAL GRADE VENT TOP TWO ON BOTTOM DOOR d TL VENT SMART VENT Foundation Flood Vents FRAME 430 AndBro Dr., Unit 1 Pitman NJ 08071 FIGURE 2 SMART VENT® DUAL FUNCTION FLOOD SIDE VIEW 877-441-8368 AND VENTILATION VENT WWW.SMARTVENT.COM MODEL 1540-510 S�I�ZE DWG NO, REV 1540-510 A DATE. 6-21-16 SHEET 1 OF 2 • 1 1 r „ • Smart VENT INSTALLATION INSTRUCTIONS & DEraLs MODEL 1540-510 8 7 7 4 41 8368 DUAL FUNCTION FLOOD AND VENTILATION VENT REV. 6-21-16 www .smartvent. com INSTALLATION INSTRUCTIONS 1. REMOVE VENT DOOR FROM VENT FRAME. (TURN UPSIDE DOWN, ROTATE BOTTOM OF DOOR OUTWARD AND SLIDE OUT) 2. PREPARE A CLEAN 16.25" WIDE BY 8.25" HIGH ROUGH OPENING (APPROX. 1 BLOCK WIDE X 1 BLOCK HIGH) FOR EACH VENT. ENSURE THE BOTTOM OF THE ROUGH OPENING IS NO MORE THAN 12" ABOVE THE FINISHED GRADE. 3. APPLY A BEAD OF HURRIBOND GRIP & SEAL OR EQUIVALENT ADHESIVE AROUND THE BACK OF THE FLANGE ON THE VENT FRAME. (FIG. 2) 4. INSERT INSTALLATION CUPS INTO THE TWO SLOTS ON THE TOP AND TWO SLOTS ON THE BOTTOM OF THE FRAME. 5. THE SPRING ARM OF THE CUPS SHOULD BE ON THE OUTSIDE OF THE VENT FRAME. COMPRESS THE BOTTOM TWO CUPS AND BEGIN SLIPPING THE FRAME INTO THE OPENING. ENSURE THAT THE BOTTOM CUPS ARE IN THE OPENING BEFORE ALLOW THEM TO DECOMPRESS. 6. WITH THE FRAME NOW IN THE OPENING, AND THE BOTTOM SPRINGS IN PLACE, COMPRESS THE TOP SPRINGS AND PUSH THE VENT FRAME INTO THE OPENING COMPLETELY UNTIL THE FRAME IS FLUSH WITH THE WALL. 7. RE-CHECK THAT FRAME IS SQUARE AND SLOTS ARE CLEAR OF DEBRIS, AND CAULK. 8. INSTALL THE DOOR INTO FRAME BY GRASPING THE BOTTOM OF DOOR (WITH FLOAT PINS DOWN) AND FRONT (SMALL SCREEN IN FRONT). SLIDE DOOR INTO FRAME AND ROTATE UNTIL IT IS LATCHED. 9. INSERT THE TOP STRAPS INTO THE TOP TWO STRAP SLOTS ABOUT TWO CLICKS. 10. TO OPEN THE DOOR INSERT TWO CREDIT CARDS INTO THE FLOAT SLOTS AS SHOWN IN THE DIAGRAM. THIS WILL UNLATCH THE DOOR FOR REMOVAL AND CLEANING. DETAILED SPECIFICATIONS: MATERIAL: STAINLESS STEEL OPERATION FLOOD: AUTOMATIC NON-POWERED ACTIVATION AND OPERATION VENT REMAINS CLOSED AND LOCKED UNTIL ACTIVATED OPERATION AIR: AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG. FULLY CLOSED AT 35 DEG. NO POWER REQUIRED INSTALLATION: SECURED W/ 4 STAINLESS STEEL INSTALLATION CLIPS INCLUDED AND AN ADHESIVE "HYDROSTATIC REOEF: 200-SQ. ff PER VENT VENTILATION: 51 SQ. IN. PER VENT-NOTE: VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION REQUIREMENTS FLOOD: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS COLORS: STAINLESS (STANDARD) EXTERIOR POWDER COATED WHITE, WHEAT, GRAY, AND BLACK (AVAILABLE) MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: FEMA, NFIP, ICC, & ASCE SUPPORTIVE DOCUMENTS, TB 1-08, 44CFR 60.3(C)(5), ASCE 24-14 ICC EVALUATION # ESR-2074 SHEET2 OF 2