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HomeMy WebLinkAboutNotice of Acceptance WERTSEN=N MIAMI•D 31TIAlIi-DADE COUNTY LOW 11805 PRODUCT CONTROL SECTION 11805 Sw 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 �VO_TLCE Old ACCEPTANCE (NOA) «�s��.miamidnde. ov/economy CGI�Win'dosys 01 00�N;,W.25"' Street Vliaini F1.3'317x,2 _ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade Count),)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 revolve, 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 Cade, including the High Velocity Hurricane Zone. 11 8C .xON• Series"160 Sentinel"Altimiuttin Onfs}vi>iig g azed Doors av v�o Sicie_lites-LYII APPROVAL DOCUMENT: Drawing No.W13-01 Rev A,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru 11 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation.,dated 01-03-13 and last revised on JUL 31,2013, Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. INUSSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 1,single sidelite in sheet 3 and door mullion in sheet Vit.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 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,anti/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 consists of this page 1 and evidence pages E-1&E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Clranda,P.E. II`�ter= -__ tNMA No.:,f3=O2,a 6 MIAAi.DADE COUNTYt Q$,201;$ . o L �zpirattlon Date: g '�- Appr•ovaITFa-t `Augusf 48,2013 Page I i CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W13-01 Rev A,titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1,prepared by AI-Farooq Corporation.,dated 01-03-13 and last revised on JUL 31,2013,signed and sealed by Javad Ahmad,P.E. B. TESTS 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/11/13 and Iast revised on Tun 04,2013, signed and sealed by Javad Ahmad,P.E. 3. GIazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. I1-0624.02 issued to E.I. DuPont DeNeniours & Co.,hie. 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 05/21/16. 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 2010 and letter of no financial interest,prepared by Al Farooq Corporation, dated 02/11/13, 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, Test proposal# 12-0553, dated 04/25/12 approved by RER. Ishaq I,Chauda,P.E. Product Control Examiner NOA No 13-0226.06 Expiration Date:August 08,2018 Approval Date: August 08,2013 E-1 37-I/4" 72' HEAD ANCHORS AT STILE ENDS DOOR FRAME WIDTH DOOR FRAME WIDTH QUANTITY CHART M 2 ANCHORS E 6"Lm%HEAD/SILL SEE CHART FOR QUANTITY ANCHOR TYPE Z j 6"MAX.X. TYPE L 'B'OR'C' ~ 3" ENDS CORNERS 3" 6 3" SHIM 'A' 'B' 'C' o Z W CORNERS /{ A 4 HEAD/SILL AT STILE N "'III fff 1 6 6 6 O o 0cc0 C IL Q p LOCK OPTIONS }I.f' Q�ii eeelll f 2 u 0 SEE SHEET 9 1 w a J ===-1T---- a Jnpproral asCMPVICO nitO BK d II F7rtrkla@rW1sg Co& DN117aOleA lul^le2Odek SERIES 160 SENTINEL fr_ ACTIVE II z ALUMINUM OUTSISING DOOR IV/ SIDELTES INC EACTIVE i l-'torro.d�pc�t2.C60opt:lnro3Ll ��,�d �o uN~iN L- APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS m'm,n^o p Mm yy�� 7 mYl w WITH OR.WITHOUT SIDELITES. (]3 m z B zz SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. Z z ;� o: a SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. $ 3 0 23 1/2 23 1/2 _ 23 1/2' n 1O " " SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. D.L.OPG. 2 ANCHORS D.L. OPG. D.L.OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. U m P TYPE'S'ENDS; 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELHE OR MULLION CAPACITY O AT STILETYPE'B' FALSE MUNTINS CHARTS WILL APPLY TO ENTIRE SYSTEM. AT STILE ENDS MAY BE USED 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). 3 DOOR OPTIONS 1 B OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO o TRANSFER LOADS TO THE STRUCTURE. - DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS o SINGLE DOORS (X) DOUBLE(XX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. DOOR DIMS. LAM.ar INSUL-LAM. DOOR DIMS. LAM, or INSUL-LAid. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME FRAME LEAF FRAME ARE NOT PART OF THIS APPROVAL. ., IXT.(+) INL(-) EXT.(+) INT.(-) WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMO WOOD ONLY. .moo.14 37-1/4" 35' 1 96" 1 80 80 72" 35" 96" 80 80 m H MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREIYS,THAT COME INTO �0� NOTE: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS 0 VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG.CODE SECTION 2003.8.4. NOTE: Engr.JAV CIVIL AHMAD n FLUSH BOLTS AND LOCKS MUST BE FLA.PE 70592 ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS, CA.H. 538 n PERIODS OF HURRICANE\YARNING. o b D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75" II 9y NOTE: D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 UL a 1 2 GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. DECLARATORY STATEMENT OCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. shoat 1 oTTt o M 37-1/4' 72" z n i DOOR FRAME WIDTH DOOR FRAME WIDTH READ ANCHORS AT STILE ENDS 4 QUANTITY CHART G"IAA% TYPE CIA R B'OR C. G"MAIC SEE CHART FOR OUANTITY ANCHOR TYPE F CORNERS A -� AT STILE ENDS CORNERS 1/4'1 4 4 4 0 ro v 1 0wCq o d Q O G a3 n II C II I• II E LOCK OPTIONS 1 �i \ �x �o /-- 1 x �_ o SEE SHEET 9 C --- I w 1 --__ - FOR SPACING THAT EXCEEDS 21° ADD AN ADDITIONAL ANCHOR v m II I II BETWEEN IIINGES ON DOORS OVER I 86'HIGH. � p n N o II N N I I I II O M n 11 I I I 11 � 0 3 ACTNE I ACTIVE I I INA TIVE 3a .e 23 1/2" 23 1/2' 23 1/2" 0 D.L.OPG. 2 ANCHORS O.L.OPG. D,l. OPG. Ayyravcd utomPlyingn[lA lhb TYPE'B' Hark IlpWIng Code AT STILE ENDS 4 ANCHORS SURFACE APPLIED 1 f(1�S - K' TYPE'B' FALSE MUNTINSN Z AT STILE ENDS MAY BE USED �(pby TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR ( X ) ( XX ) -� U n W NOTE: SEE SHEET 1 FOR DOOR CAPACITIES c a a0 0 , N O< i O En9r.JAVAD ANI •� CML RA.PE 9 70592 M C.A.N. 538 a n _ d lt9 d` O JUL 2013 drawing no. sheet Q of 11 144`MAX. 37 1/8' 36' 72" 36' a r%1 / SEE CHART FOR OVANDtt SIDELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH q ; HEAD ANCHORS z m 6"MAX. 6"MAX. 3' 6' 3' AT STILE&MULLION ENDS A w W zQ HFAO/SILT. HEAD/SILL -�{I -�jI " QUANTITY CHART F' CORNERS F CORNERS F A /,(---t-�,�� .I- ANCHOR TYPE U I ) ( I SHIM 'A' 'B' 'C' 0 1/4' 4 4 4 IL Gj 6 6 6 0 J 7 LL 1/2' 6 6 - V 2 M�4 cy 0.7 Q o ®(LQ p if � 3iLG II awy� J ti LOCK OPT ONS 1 I / FASTENERS SAME LOCATIONS _ O �� i o ��• / SEE iS,HI 9 O -- / _ AS ANCHORS SHOWN ON -� -- SHEETS 1 &2 a m o m J u1O II l 4 I II II 11 II I O W 11 II Old n m X10 N � ACTNE 1 I INACTNE _ _ d 310`^ N ( 1 ( 1 N ZZLL n mW > pG G G _- B -_ 0�M 31 1 8" 31 1/8" 31 1/8" 23 1/7." J 23 1/2" / (O D.L.OPG. O.L.OPG. D.L.OPG. D.L. OPO. D.L.OPG. O DESIGN LOAD CAPACITY - PSF 4 ANCHORS SURFACE APPLIED FALSE MUNTINS TYPE'8' MAY BE USED SIRAME STATIONARY PANEL(0) TYPICAL ELEVATION TYPICAL ELEVATION AT STILE AND SWEVTE FRAME (SEE NOTE BELOW) ( O ' ( OXXO ) MULLION ENOS h 1DtYd W�alp4y198 tdIG 1D1 WIDTH HEIGHT lumbs INCHES INCHES EXT.(+) INT.(-) u SIDELITE OPTIONS 24 80.0 80.0 l OA! • 1 30 60.0 80.0 M AeAc 111W c1 Coelrol 33 84 80.0 80.0 lm 36 80.0 80.0 VY 1...=1^^` /•.���"r�i 7. 39 73.8 73.8 SIDELITE D.L.O. DIMS. 3 0§I 42 60.6 88.6 w 24 - 80.0 D.LO. HEIGHT = FRAME HEIGHT - 12.875" '> H D.L 0. WIDTH - SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY °c< 30 80.0 80.0 O 33 90 80.0 80.0 D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 36 80.0 80.0 Eng,..JAVAD AHI.IAD .� c 37-II8 77.6 77.6 CML FLA.PE 6 70592 39 73.8 73.8 CAN.3530 U 24 00.0 80.0 o^ c 30 80.0 80.0 - a1DWlo i 33 90 80.0 60.0 JU 2013 9 36 80.0 80.0 W13-01 37-1/8 776 77.6 sheet 3 of 71 DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR l� FRAME SIDELITE SIDEUTE FRAME SIDELITE FRAME SIDEUTE FRAME a DOOR SIDEUTE SIDELITE TO DOOR MULLION WIDTH SIDEUTE \ WIDTH WIDTH '-`WIDTH Y71DTH WIDTH WIDTH WIDTH LEAF FRAME n (SEE NOTE BELOW) >' WIDTH WIDTH HEIGHT INCHES INCHES INCHES EXT.(+) INT.(-) / / / \ ®I-. 24 80.0 80.0 C / H H W 30 80.0 60.0 Qa'o d� $ 33 35 84 B0.0 80.0 w 36 80,0 80.0 W J J J a Zj 37-1/8 77.6 77.6 39 73.8 73.8 I` \\ \\ \\ U'O 42 68.5 68.6 24 80.0 80.0 \ \ \ / p 4 Q so e0.0 60.0 azo) (oxo)` (xox)` Qy(3 33 35 90 .80.0 Ox) 3680.0 80.0 y�In1_g 37-1/8 77.6 77.6 SIDELITE DOOR FRAME SIDEUTE DOOR FRAME SIDELITE 39 73.8 73.8 WIDTH I WIDTH WIDTH WIDTH WIDTH Q w.� 24 80.0 80.0 O 30 80.0 80.0 33 35 96 80.0 80.0 H J E \C H J E \ H m 3660.0 80.0 rs SR 37-1/8 77.6 77.6 p� n Ow UIx N m UI Nom-.N MULUON /j (Oxx)) DOOR STILE (OXXO) GI 3 N M END ANCHORS) '(Xx0) END ANCHORS 3M O O SEE SHEET 3 SEE SHEET 1 �^+ Z Z-N $ 30 0 O APP'l+ved as complying with tM 0 Flo DB g Cie az LEAF WIDTH 111�1nIDadtPFot)ectCortitW SIDEUTE WIDTH DOOR FRAME WIDTH ' SINGLE(X) 37'MAX. o DOUBLE (XX) 72"MAX. ug SIDELITE TO DOOR v INSTRUCTIONS: NOTE: _v GLASS CAPACITIES ON THIS SHEET ARE y° USE CHARTS AS FOLLOWS. BASED ON ASTM E13OO-04 (3 SEC. GUSTS) 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM AND FLORIDA BUILDING COMMISSION o TABLES ON SHEET 1. DECLARATORY STATEMENT DCAO5-DEC-219 h b 2. SELECT L0WER OF SIDEUTE TO DOOR MULLION ! t Engr.JAVAD AHlMO 1 CAPACITY FROM TABLE ABOVE. CM9L iv 3. LOWER VALUES FROM STEPS I OR 2 WILL APPLY F CAN.3538592 TO ENTIRE SYSTEM. ai B II1L 7.013 dr°vung no. W13-01 sheet 4 of 11 l lu z w ®F N Z � N d O o � 1� U IL o O U � of 0 of O O�ao'I ® aW � 3/16"TEMPERED GLASS 3/8"AIR SPACE 3/16"ANN.GLASS 3/16'HEAT STREN'0 GLASS 3/16'ANNEALED GLASS v n r 090 SAFLEX PVB BY'EASTMAN CHEMICAL CO.' r 090 SAFLEX PVB BY'EASTMAN CHEMICAL CO.' 090 SAFLEX PVB BY'EASTMAN CHEMICAL CO. cls INTERLAYERS-F-.075 SAFLEX CP BY'EASTMAN CHEMICAL CO.' INTERLAYERS-{-.075 SAFLEX CP BY'EASTMAN CHEMICAL CO.' INTERLAYERS-}r-.075 SAFLEX CP BY'EASTMAN CHEMICAL CO.' Q ^ LLL.090 SENTRYGLAS BY'DUPONT' L.090 SENTRYGLAS BY'DUPONT' L.090 SENTRYGLAS BY'DUPONT' O ".. 3/16"ANN.GLASS 3/16"HEAT STREN'O CLASS 3/16"HEAT STREN'D GLASS C3 N SILICONE SILICONE SILICONE od DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 =N o OOW CORNING 899 DOW CORNING 899 DOW CORNING 899 Tn R GE-1200 GE-1200 GE-1200 ?Nn 0 n 14 14 1.2it 3 0 i y jj i, i� I.is CO o g ALR SPACE CONSISTING OF 0 ST. STEEL METAL SPACER AROUND THE PERIMETER OF THE GLASS, ' — , 7/18" LAhl. GLASSr Al. q mv¢d w compUiagwllh Ou. 7/18" LAu GLASS 1" OVERALL IlNSUL, LAM. GLASS blur ila Ing �3 a� GLAZING OPTIONS j rKI conllol v a o •� o O Eng..JAVAD AHMAO CML o SCAPE N.3•70592 c JUL'3' 2093 drawing no. W13-01 shoet 5 of 11)1 TYPICAL ANCHORS 1B WOOD BUCK29Y WOOD BUCK EDGE DIST. SEE ELEVATIONS EDGE DIST. SEE NOTE SHEET 1 OR . WOOD STRUCTURE METAL O FOR SPACING -4 SEE NOTE SHEET 1 C0 CRE'E STRUCTURE EOCE EDGE DIST, z n j •nCONCRETE. m g 0� vtg z3 0 n O I I 1 1 21 O O M O (>> rl A I I I I TYPICAL ANCHORS 12 .� C1 I I I I TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS a C ro °o SEE ELEVATIONS FOR SPACING A 6.C< r, 13 SEE ELEVATIONS O FOR SPACING FOR SPACING 0 y�G 1 ___________ MIAMI-OAOE COUNTY APPROVED I a w UI q I�COPPED MULLION I I I 1 1SEE SEPARATE NOA 1 _ I I �+1 II 11 Q W el� III WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS 1`- -==" ------ O MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ii AND TRANSFER THEM TO THE BUILDING STRUCTURE. rc - l II j 28 p � b II II it i TYPICAL'ANGHDRS =sEE ELEv fort sPADiNG TYPICAL ANCHORS N ^ I �"'a'gF�'_^� -�• SEE ELEVATIONS g n I.li TYPE 'A 1/�4 gOIA UL'fRACON BY ECOF X177 K51 Fyp 75S K511) FOR SPACING O w INTO`2BYeLW000_BUCKS ORiLWOOD STRUCTURES=_: it r 11/2MIIdPENEiRATION I jD'�YlOOD'_T(ADHEAD/JAMBS) y N o w a O TFaH�RU.=1 BY BUCEZS INTO GONC3�OR 11dASONRY Tn N m -41 3/4MINEMBED INTO GONCRET£(FIEAD/SILL) 0 N M M ` o T�IT,74"'M1N_SAMBED INTQ�C,ONC-JORMASONRY ('JAMBS) Z Z ,n w^ W ii ii TYPE V- 1/4" DIA. ULTRACON BY 'ELCO (Fu=177 K51,Fy=155 KSI) 3 p m DIRECTLY INTO CONC. OR MASONRY 14 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) O lli TYPE V- H14 ST/ST SMS OR SELF DRILLING SCREWS (Fu=100 KSI,FY-65 KSI) 26 II - INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. INTO METAL STRUCTURES (HEAD/SILL/JAMBS) wpprovsdwwmplyingxilhlM. a F100h STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) V91 fAWI C6 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) N - z ° I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 71IC'`o5t110f c 6 i i i i TYPICAL EDGE DISTANCE I I I I INTO CONCRETE AND MASONRY = 2-1/2" MIN. �L®� INTO WOOD STRUCTURE = 1" MIN. m INTO METAL STRUCTURE = 3/4" MIN. 11-o 21 CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. me 2J i i i i t3 C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. � n ANCHORS MAY BE HEX OR FLAT HEAD. Eng..JAVAD AHMAD n '� CML i RA PE,®70592 n SEALANTS: C.A.N.3536 & u CONCRETE- a ' . ALL JOINTS AND FRAME CONNECTIONS SEALED WITH pqg aL Lti 5 •- e TYPICAL ANCHORS GE SCS2000 SILICONE SEALANT. EDGE DIST. SEE ELEVATIONS drowmg no. FOR SPACING DOOR DETAILS W13-01 sheet 6 of 11 F. ulU 3/8'MAX. 1/2'MAX. 3 SHIM © O SHIM Z A 218Y WOOD BUCK V SEE NOTE SHEET 1 fm Q 0 ACTIVE LEAF o o TYPICAL ANCHORS TYPICAL ANCHORS 21 SEE ELEV. Q Q SEE ELEV. FOR SPACING FOR SPACING 0 ` P • - - - - -- - -__ _ �� sa t c3 g 23 27 7 15 7 16 QwrIS 45 28 D.L.OPG. METAL 25A 25B EXTERIOR -, �. nppmredas omply�Ingw11e1M STRUCTURE LEAF WIDTH 3 POINT LOCK Vlwlda fdu Code ,v WITH DEAD BOLT Dy j _ j N SEE SHEET 9. H �,�,.�(� DOOR FRAME WIDTH v n N U 1/2•MAX, 0 N FSEE � o� =N 1/2'MAX.- E 3 POINT LOCK 0D BUCKSHIlAVBTH DEAD BOLT dSEE SHEET 9 TRUCTURECONCRETE FLUSH BOLT TE SHEET 1 3 m OF ZZ�m MASONRY.-. ACTIVE LEAP INACTIVE LEAF 3 0 ,6 TYPICAL ANCHORS '• 22 24 SEE ELEV..' 19 o U FOR SPACING:) - O c+ s .,1 7 TYPISEE CAL ANCHORS 7 D.L.OPG. 7 7 FOR SPACING EXTERIOR o 19 D.L. PG O . LEAF WIDTH LEAF WIDTH DOOR FRAME WIDTH �c a O Engr-JAVAO AHAUD •� CML i FIA.PE 70592 n CAN. 538 • � 4 $ `u JU 93 / drawing no- DOOR DETAILS W13-01 sheet 7 of 11 TYPICAL ANCHORS 44v o SEE ELEVATIONS FOR SPACING 3 _EDGE DISi._ `CONCRET�:. m 1 00� q zd '"• w 0.'o F o N M O 0 O LL Iz 0.0�" o L3 Oaao O 0 In 3 ¢ LLF JKH9 a In 0 III O 26 d II 1/2'MAX:. O O 3 e n SHIM MATING JAMB FASTENERS m i I .• � 5 2 FOR LOCATIONS 'n 4 16 SEE DOOR JAMB SPACING Cn li CONCRETE:. II OR 17 ON SHEETS 1 h 2 p n MASONRY im p xx 7. 0 a =N o ° cn x o Wa o N n n o F iii "0 - - -- - - --- - -_-_ - - -- - - ZZ�m it EXTERIOR 4 26 p,L.OPG. LEAF WIDTH y Il SIDELITE WIDTH DOOR FRAME WIDTH 26 37"MAX.SINGLE(X) ii 72"MAX.DOUBLE(XX) FRAME WIDTH ° TYPICAL ANCHORS pPyovd 03"mplying with jbf SEE ELEV. ffd 0 FOR SPACING LAPPLY SEALANT /` 3 y BEFORE MATING - L @cud//0ef sy�4.-7" NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" `o c Iz O O la = Engr.JAVAD AHMAD a CML ro \ FLk PE C.A.N.3 592 536 S n •o '' ° q99 drowing no. ° TYPICAL ANCHORS qL-3 011 ' EOGE 01ST. SEE ELEVATIONS W13-01 FOR SPACING SIDELITE DETAILS sheet 8 of tt ® V BILL OF MATERIALS m� EXTRUSIONS MISCELLANEOUS ITCH B PART No. DESCRIPTION MATERIAL HANTF. REMAR(S ITCH 1 CODs I PART No. DESCRIPTION NMTERIALWL\JF. REHARKSi CGI-189 FRHAE HEAD AND SILL SM3-T6 CGI EXTRUDER 21 HIB XC-1947 FRAME GASKET A4ESBURY OR ENIV2 CGI-190 FRAME JAMB 6663-T6 CGI EXTRUDER 22 116 32084 .350 F0A4 GAS%ET AMESBILRY 0R ENIV 0 ro3 CGI-196 STDELITE IE:AD AN10 SILL 6063-16 [GI E%TRJDER 23 H5 V3332UG .187 z 320 VEATHERSTRIP PILE V/CENTER F111 ULIRAFAB OR ENIV 4 CGI-197 FREE STANDING SIDELITE JAHB 6063-T6 CGI E%iRUOER 24 N8 V3332111G .187%.500 H144 PILE V'SiRIPP1I,G ULIRAFAB OR ENIV INpW135 CGI-196 RATING SIBELITE JA49 6063-T6 CGI EXTRUDER 25 H9 CH-108-8 HINGE(4 1/2'X 47 CGI-NSTU4 - w 2 IN 06 CGI-193 PRICE.TOP AND BOTIGH RAIL 6063-T6 CGI EXTRUDER 25A HIO ABB?)-US32D HINGE(4 1/2'X 4') WAGER z/2 7 CGI-194 PANED-VERTICAL STILE 6063-T6 CGI EXTRYUDER 259 HIE. ABB00-US3 HINGE(4 I/2'X 4') HAGER cy' 9 CGI-199 SHEAR BLOCK 6063-76 CGI EXTRUDER 26 M4 CGI-392V 0.AZIAG BEAD&ILB VINYL CGI-NSICH 0 D'C O S 12 CGI-191 FRAME HEAD AND SILL CREW COVER 6663-75 CGI EXTRUDER 27 H7 3/8'-16 FL—LY TRU ADEO ROD-SECURED WITH 3/8'HEX AVT ZWC PLATED 0 BD C 13 CGI-192 FRANC HEAD AND SILL SLANTED SCREW COVER 6063-T5 CGI EXTRUDER N CGI-121 7/1V CLASS GLAZING BEAD 6063-T5 CGI EXTRUDER ?N 7 C 14A [GI-123 i'GLASS GLAZING BEAD 6063-T5 CGI E%IRIIOER NOTE: ITEM NUMBERS 8. 10 & 11 ARE NOT USED 15 CGI-200 SHEAR BLOCK PLATE 6063-16 CGI E%TRADER 16 CGI-195 ASTRAGAL 6063-TS CGI EXTRUBER 17 CGI-500 SCREW COVER 6063-TS C01 EXTRUDER LOCKING HARDWARE M PARI Na DESCRIPTION MATERIAL NAIAIF. REMARKS N CGI-4503PL 3 POINT LOCK ASSEMBLY(ACTIVE LEAF) CGI•NSTO4 USED BY ALL OPTIONS !Y CGI-1204 FLUSHB:ILI ASSEMBLY(INACTIVE LEAF) CGI-NSTOH USED BY ALL OPTIONS O Ow OPTIOM 1 5455 PASS ACTIVE LEVER(ACTIVE LEAF) BALDVIN ❑C 4 5455 FO BWWY LEVER(INACTIVE LEAF) BALDWIN OPTIONAL UI 8231 FEAD90LT(ACTIVE LEAF) BALDWIN _(`)o f n rn OPTION 2 JD60 DEADBOLT(ACTIVE LEAF) DEXTER BY SCM. ?T N Ml e J10 TOR605 ACTIVE LEVER(ACTIVE LEAF) DEXTER BY SOIL O r7 M JIB TOR605 M44Y LEVER(IMACIIVE LEAF) DE%TER BY SEH O TION& Z Z OPTION 3 DE2410 11A 11(ACTIVE LEAF) COPPER CREEK � 3 r BL2220 ACTIVE LEVER(ACTIVE LEAF) COWER CREEK BL2290 DLRWY LEVER(INACTIVE LEAF) COPPER CREEK OPIIQYAL N V O SCREWS ^pPF°Ycd%Lrnpplegwilhtho 8 ITEM B PART Ha DESCRIPTIONREMARKS peu�8w�,,bl gC f3, o Gp IB 1 14 X 3M'HEX HEAD IEKS-MILLION ATTACHMENT N L71�pfi - PtD�JNeTConfro7 y 19 0 6 X E./2'PAN HEAD SHS-ASTRAGAL ATTACHMENT 12'FROM GIDS 20 0 ID X 1 1/4'PH SNS-ASSEMBLY 3 PER CORNER C O , �C� O i En9r:JAVAD ANLIAD (3 CML , FLCPE AN.3578592 o n 1 .013 s s 0 ' i� drawing no. W13-01 sheet 9 of 11 �} O S� M J N A,,mbly 0d1 Assembly B a N Q'o o c0, 0IL V LNko9e Any. i Linkage Any. 0 sf Vo M o M o a I ' 0 Rod Rod , I ,/2" ndt �— o 11—fng O 110 I 3/4'PH SdS \ N NIhbdt rp m d. N h 0 v O� 6 O� Ce ..r.nn Nhed Canneetun °_ o In 4 Red "..` 5 =N a Keyed Cyltndv/Deodbdl 1 _ _ C);mev Oeadbdt Assy. _ is:1/2'PM HS O Assy - Taapiem l 3 a 30 Kel<d M1 a U O W glider ZX Tnlpiece Flushbdl A.U.L. Nhcd Ogs o C Nhed Cfps o G TOP SECTION SHOWN o (BOTTOM SIMILAR) o i I O FIlPi1.19�dlcolnAengwllb(ha u 9/� v�u Flushbolts(Inactive Panel) N i z ..f/ Tap&Bottam Mbum i e Prod f e hvi 0 j `o i o Engr:JAVAD AHNAD 'I CML i FTA PE 6 70592 o n CAN.3538 d n q g 0 lu JU�-'ted ,203 drowmg no. CCI CUSTOM L W13-01 3-POINT LOCK sheetg,lof 11 s 1.780 t. �p 3.025 --,,• q�`� �� .125 1 iPA I i 062 5 750 Z J 1.590 .080 ®Z 1O .100 H w a f�1.587 4.495 IL N o 5.500 0 W y v 12 FRAME COVER c ODOOR FRAME HEAD/SILL O v -- LL t1 0 q 3.825--q 1.587 6 0.C G . 2.458 I �� II ®c6 n F 1.410 Fes- 10 p 1.625 °62 Q 3 u"^ 1.625 I s 2 TOP & BOTTOM RAIL J aW12 � O 17 5.500 .-. SILL COVER 6.438 075 .080 s I ✓ n .465 1.028 ° 0 00 .075 1.0 3 4.495--N a ���"'"'III 1.755 O HINGE & LOCK STILE N O 03M m SIDELITE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER Z z-N $ 30 o=� .328 � .185 91��III 070 H.22 1.50 -�{x185 .805 - •2455 I I )%pproved 6 comMytag vdl4 the 1.060 -�11�.115 f7pTl�/ �pdt, Datc 6 /7 7 NOM/ `o Mtam1 Dade ProQact Control 16 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE DY JS�H c 01 11 1.810 � -q .675 -�•, 3.005 -I 1.125r .0 -^{1.061 _ n 2.000 I N L .995 050 a o 0 .120 .250 @@ani o c i1.225 1.184 ` c ---eee 14 O 4.000I 4.000 .0751 neo 4.000 GLASS STOP (LAM. GLASS) n Engr.JAV r AIM 10 , o_ Et a 2.388 I Fl5\.PE/70592 25 1.465 1.455 ��•120 CAN.3578 0 i; �I .050 9 - -1.070 F� I U V 13 1 184 F^- droving no. 02 O4 O5 14 �•I W13-01 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. CLASS) sheet 10 of 1 1 f U 20 40 20 ASSEMBLY FASTENERS TO BE INSTALLED 3 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS / 'z / PRIOR TO JOINING MATING JAMBS a / / IL 3 A I /,❑ m V OR W M o 0¢,Goi 1 i QwIn j I i O I � I I I H HOLE CAP ACCESS HOLE 2 m I 1 � AIAi1 JAMB S 5 O W FASTST ENERS SEE SHEET 8 j FOR DETAILUl 2 I I J j 1, N;,T,n `$N T 1 03Mn J SIDELITE JAMB CORNER SIDELITE MATING JAMB CORNER 9Z z U-DOOR FRAME TOP & BOTTOM CORNER 3 0 TOP & BOTTOM TOP & BOTTOM b s 15 O 9 hpprovedeAcomplyiugMilnIt, Fledd2Bulling Codc og I 1 u Bite tl -(i NOAO a 2 fj c 1 Uy .01 C 27 v o c� O Ertgr.JAVV AHAD�MAD I o CML RA-;N ANe3573n5P2 S n JU. -109; drOxnng no. LEAF TOP & BOTTOM CORNER W13-01 sheet 11 of 11 M IAM bDADE NIL AH-DADS COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADIMIiNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �YNvw.iniamidade.aov/economy LCGI Windows 100NW�hffl imi,.Ir SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and.the AHJ may immediately revoke, modify, or suspend the use of such product or material-within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity HuuTicane Zone. :DESCRIPTION:Seizes"Sen"fine1120"AIu>miuum Horizontal Sli'ciing WiucloFv�L,iVI,I APPROVAL DOCUMENT: Drawing No. W10-18,titled Series Sentinel 120 Alum.Horiz. Sliding Wdw. (L.M.I./S.M.I.)", sheets, I through 11 of 11, date'd-03/29/10, with the revision C dated 09/09/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Alunad,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•herep. 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 and renews NOA#11-1031.04 and consists of this page 1 and evidence pages E-1 and E-2,as well as approWd'document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. IV 1'OA;,l�ro I t MIAMI DADE COUNTY v -` Expiration Date: September 22,-2020 i r Approval Date: F��ei�ri y O5,2015 Page 1 r t f i CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. M57fitifacturer's die drawings and sections. . 2. Drawing No W10-18,titled"Series Sentinel 120 Ahem Horiz. Sliding Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10,with revision C dated 09/09/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 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 4)Large Missile Impact Test per FBGJAS 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 marked-up drawings and installation diagram of a series"Sentinel" aluminum horizontal sliding window,prepared by Hurricane Test Laboratory,LLC, Test Report No.HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-stn Edition (2014), dated 09/05/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 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. 11-0621.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (NIA) for their"Saflex CP-Saflex and Saflex IIP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0123.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 0619114, expiring on 05/21/16. Ma6mlYt� P.E. Product Contrpl Exa iner NOA No'44 915.07 Expiration Date: September 22,2020 Approval Date: )February O5;2015 E-1 s . CGI Windows &Doors NOTICE OF ACCEPTANCE: 'EVIDENCE SUBMITTED F. STATE TME 1. Statement letter of conformance, complying with FBC-5t1 Edition (2014), and of no financial interest, dated 09/05/14,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test ReportNo.'HTL-0080-0102-10,issued by Hurricane Test Laboratory, LLC,dated June 4, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted underNOANo.10-0510.12) 3. Proposal No. 09-0032 issued by BCCO, dated October 22,2009, signed by Renzo Narciso. (Submitted under NOA No.10-0510.12) G. OTHERS 1. Notice of Acceptance No. 11-1031.04, issued to CGI Windows and Doors for their Series "Sentinel 110" Aluminum Horizontal Sliding Window - L.M.I. approved on 01/12/12 and expiring on 09/22/15. Manuel�Mrt�,P.F. Product Control E#miner NOA No.-I-4-0915.07 Expiration Date: September 22,2020 ApproyalDate; February 05,2015 E-2 TYPICAL ELEVATION t 11' 110" aU FLANGE WIDTH BUCK WIDTH O 6' 26 5/8' 5 1/2' 26 5/8' o MAX. 10"MAX. MAX. MAX. 10"MAX. MAX. rn 3 HEAD/SILL MTG.STILES 5'� HEAD/SILL HEAD/SILL MTG.STILES HEAD/SILL mo Z J 5 5 z 71 5' \q 0 U N Q S N z I 1 I 1 f a G O O Q J 0 U E II iII F It / Q j h 6 11 6 7 II d CF / —__ —— (_ Q rt o o o o it LL T tb_o > — —__iFtI ON — rr----- II ----- ----- — II_____ . T m J n u D �� B D 11 11 O B1 — N I I 1 I I v N FALSE MUNTINS FALSE MUNTINS c' (SURFACE APPLIED) 32 7/8' 32 7/8' \L/A L.ANCHORS (SURFACE APPLIED) 32 7/8' 32 7/8' ADOL.ANCHORS OPTIONAL CENTER OF LITES&MTG.STILES OPTIONAL AT CENTER OF LITES&MTG.STILES n D.L.OPG. D.L.OPG. D.L. OPG. D.L. OPG. Es O AT HEAD/SILL AT HEAD/SILLEs 36 3/8' SEE NOTE(1)ON SHEET 2 36 3/8" SEE NOTE(-) ON SHEET 2 0 K VENT WIDTH VENT WIDTH dam. 4 FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME V)1.n N I N 030 n 110' d Z Z J u, BUCK WIDTH '^ 5 1/213 5/16' -03 Q`• MAX. 5" MAX. MAX. HEAD/SILL MTG. STILES 5" MAX. HEAD/SILL g m�,j U q2 MTG. STILES N Z 0 e "g SERIES SENTINEL 120 ^ ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER PRODUCT'REVISED u CHARTS SHOWN ON SHEET 3. asmn,pyin6With LhoFlorida o Boil pia coag /4t �t(5.0� U E,iraanca It 8 E2 II F ti F APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS 2b'd0 � B II 6 II 6 Ex iration Dale, p q ___ _x / OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—DADE COUNTY — --- ---- --- // APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS EY am d Mi ,i Dadc Prodaat uh _ •/ IN BETWEEN.13 J. J N x = n O n LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL v 1 i WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS v o INSULATING LAM. GLASS °o - ---- N----- -----11 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE II REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING I4IGH VELOCITY LARGE MISSILE IMPACT m o< m v I! m HURRICANE ZONE (HVHZ). SMALL MISSILE IMPACT o 82 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 8 II LOADS TO THE STRUCTURE. m Engr.JAVAD ARMAD ' EEM ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CIVIL i EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SCA E 705'2 a s 38 FALSE MUNTINS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE a (SURFACE APPLIED) 32 7/8' 32 7/8' NOT PART OF THIS APPROVAL. OPTIONAL D.L.OPG. D.L.OPG. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. O 36 3/8" drawing no. VENT WIDTH COME IINTOICONITACT WITH OTHERIMDISSIMILAR MATERIALSLSHALLWMEET THE AN 7'� 5 W10-18FIN FRAME REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet 'I of DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACY - PSF DESIGN LOAD CAPACITY - PSF ��V n (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) FLANGE DIMS. BUCK DIMS. GLASS TYPES'A'8'Al' GLASS TYPES'B'k'BI' FLANGE DIMS. HULK DIMS. CLASS TYPES'A'11AI'l GLASS TYPES'B'A'BY FLANGE DIMS. RUCK DIMS. GLASS TYPES'A'&'Al' GLASS TYPES 1'/10TH HEIGHT WIDTH HElClfl EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT IXT.(+) IM.(-) EM.(+) IM.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) IM.(-) Z 26-1/2' 25-1/2" 65.0 65.0 80.0 90.0 74` 73" 65.0 65.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 C Z ]( Zd 37' 26" 3fi' 25• 65.0 65.0 80.0 90.0 106-1/4' 26' 105-1/4' 25' 65.0 65.0 80.0 90.0 106-1/4' 26' 105-1/4` 25` 65.0 65.0 80.0 90.0 a d m 53-1/8' 52-1/8° 65.0 65.0 80.0 90.0 111" 110" 65.0 65.0 80.0 90.0 111" 110• 65.0 65.0 80.0 90.0 Q;p c v 74' 73' 65.0 65.0 80.0 90.0 74" 73" 65.0 65.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 0 26-1/2` 25-1/2' 65.0 65.0 80.0 90.0 106-1/4' 38-3/8' 105-1/4' 37-3/8" 65.0 65.0 80.0 90.0 106-1/4" 38-3/8" 105-1/4" 37-3/8' 65.0 65.0 80.0 90.0 1 p 37" 36' 65.0 65.0 80.0 90.0 111" 110" 65.0 65.0 80.0 90.0 111" 110' 65.0 65.0 80.0 90.0 C t a 38-3/8' 37-3/8` h 53-1/8 52-1/8" 65.0 65.0 80.0 90.0 74° 73" 65.0 65.0 1 80.0 90.074' 50-5/8" 73' 49-5/8' 65.0 1 65.0 60.0 90.0 V p M 74' 73' 65.0 65.0 80.0 90.0 106-1/4' 50-5/8" 105-1/4' 49-5/8' 65.0 65.0 1 80.0 90.0 74' 63 73 62" 1 65.0 1 65.0 80.0 90.0 0' 26-1/2' 25-1/2" 65.0 65.0 80.0 90.0 111" 110' 65.0 65.0 80.0 90.0 O h 37' 36' 65.0 55.0 80.0 90.0 74" 73' 65.0 65.0 80.0 90.0 1%I&1 W p N 49-5/8' 53-1/8' 50-5/8" 52-1/B' 65.0 65.0 80.0 90.0 106` t/,�a b3' 105-1/4' 62' ,�6T6 61.6 78.2 78.2 L4 W y o 74' 73' 65.0 65.0 60.0 90.0 111° 110" 60.0 60.0 76.4 76.4 J?N 26-1/2' 25-1/2" 65.0 65.0 80.0 90.0 106-1/4' 105-1/4'83' 62' - - 80.0 90.0 37" 36" 62' 65.0 65.0 80.0 90.0 111" 110' - - 80.0 5 " 52-1/8" 85.0 85:01}'' 80.0 1 90.0 _ 74' 73' 1 60.2 60.2 74.3 74.3 m 74' 63' 1 73' 1 62' - - 80.0 90.0 I *ADDL.ANCHORS REQUIRED AT CENTER OF UTES AND MTG. STILE ENDS. o 2" o n of ow (1/2W) (1/2w) (1/3W) (1/311) (1/3W) (I/441) (1/2W) (1/414) c� �S cr) �N o O N M n ZZJ N OPERATING VENTS TO BE 1/2 OF TILE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 3 0=n �oaJ XO`OR;OX' XOX'�'( 'XOX' U 1 0 6W� 14'TYP• BUCK DIMS X"TYP. BUCK DIMS BUCK DIMS m w 8 o PRODUCT REVISED 6 66 Rq ns complying with Ilio Florida `U p Building Code v=z FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME A-litmim11, "4'� DalcPVJJCE DIMS FLANGE DIMS Dy •• o Mi 11S Dade Plodacl Co trot- c m o LLLf o m" mB'oa v c 6 m U FLANGE & FLANGE ADAPTOR FRAME ES E21 T 4 L EQUAL LEG FRAME Eng,..JAVAO W.CIVIL _ RA.PE/70592 0 0.N.3576 STD, MTG. RAIL: H.D. MTG, RAIL: B a 1:6 LIMIT MAX. LOAD TO ±65.0 PSF LIMIT MAX. LOAD TO +80.0 NOTE: 0 -90.0 PSF e E4 E4 GLASS CAPACITIES THIS SHEET ARE drmwio BASED ON ASTM E1313 00-0$ (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION Z 015 W10_18 DECLARATORY STATEMENT DCAOS-DEC-219 sheet 2 of 11 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) (XOX SIZES) (XOX SIZES) BUCK DIALS. GLASS TYPES W&Al'j CLASS TYPES'8'k'Bl' BUCK DIMS. GLASS TYPES'A'k'AI' GIASS TYPES'B'k'BI' BUCK DIMS. I GLASS TYP¢S WWAI' GIASS TYPES'B'k'Bl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXR.(+) INT.(-) WDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 25-1/2' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 Z W 36° 25" 65.0 65.0 80.0 80.0 105-1/4' 25' 65.0 65.0 80.0 80.0 105-1/4" 25" 65.0 65.0 80.0 52-1/8' 65.0 65.0 80.0 80.0 110" 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 O o c0i 73" 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 d 25-1/2" 65.0 85.0 80.0 80.0 105-1/4" 37-3/8' 65.17 65,0 80.0 80.0 105-1/4' 37-3/8° 65.0 65.0 80.0 80,0 a.O 36' 37-3/8" 65.0 65.0 80.0 80.0 110' 65.0 55.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 G G n 52-1/8' 65.0 65.0 80.0 80.0 73" 65.0 65.0 1 80.0 80.0 73" 49-5/8" 65.0 65.0 80.0 80.0 V p M 73' 65.0 65.0 80.0 80.0 105-1/4' 49-5/8' 65.0 65.0 80.0 80.0 73° 62° 65.0 65.0 80.0 80.0 a K 25-1/2" 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 O 0. h C 36" 65.0 65.0 80.0 80.0 73" P65.0 65.0 80.0 80.0049-5/8"5265.0 65.0 80.0 80.0 105-1/4" 62' 1.661.6 80.0 80.0 Z 73° 65.0 65 .0 80.0 80.0 110' 0.0 60.0 80.0 80.0 25-1/2" 65.0 65.0 80.0 80.0 Q m 36" 62" 65.0 65.0 20.0 80.0 0 52-1/8" 65.0 65.0 80.0 80.0 73" 60.2 60.2 80.0 80.0 a N v M N z 0 � (1/214) (I/2lY) (1/311 (1/31" (1/3Y/) 1/21'/) (1/4W) FN o OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH r pmi Z 3 M m N OXO OR OXXOX XOX' N 3 0 n o I V O BUCK DIMS `0 FIN FRAME m mo C and d d PRODUCT RP.VISBD y $ as complying with the Florida <m o nuildiog Code 14.OT5.07 FIN FRAME Acceptance No ES 4�T hoEng.^.JAVADICML Dade Product Control/• FIA.PE/70592 STD. MTG. RAIL: MTG. RAIL: / CA.N.3538LIMIT MAX. LOAD TO ±65.0 PSF MAX. LOAD TO ±80.0 PSF NOTE: aEa GLASS CAPACITIES ON THIS SHEET ARE a BASED ON ASTM 09 SEC. GUSTS) drawing no. AND FLORIDA BUILDINGLDING COMMISSION ,(� 2015 W1 o_18 DECLARATORY STATEMENT DCA05-DEC-219 sheet-3 .f 11 1/8'ANN. CLASS 1/8'HEAT STREN'D CLASS o 075"Interlayer 075"Interlayer z n i Saflex CP With PET Core Saflex CP With PET Core A m z By'Eastman Chemical Co.' By'Eastman Chemical Co.' a .090"Interlayer 090'Interlayer Q_ Soflex Clear And Color Gloss Soflex Clear And Color Glass t1 Cr p By'Eastman Chemical Co.' By 'Eastman Chemical Co.' ®w 090"Interlayer 090"Inlerloyer 4. DuPont SenlryGlas DuPont SenlryGlas O By'E.I. DuPont De Nemours & Co., Inc.' By 'E.I. DuPont De Nemours&Co., Inc.' C 8 v � r- 1/8"ANN.GLASS 1/8'HEAT STREWD GLASS � ei SILICONE SIUCONE Q 0 Q i m GE 1200 Z m GE 1200 a p u. DOW CORNING 899 N DOW CORNING 899 3 a \ Llt DOY!CORNING 995 \ M7 DOW CORNING 995 i �;,'' az x � C O O 112!E8 E8AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES m W M7 WIDER THAN 36" W M7 WIDER THAN 36" 'n GLASS"TYPE A'* GLASS TYPE 'B' z p n 5/16"NOMINAL LAM.GLASS 5/16'NOMINAL LAM.CLASS d F g 4d V7 C,4 p 1/8'ANN.CLASS 1/6"HEAT STREN'D GLASS � �N, e 075"Interloycr .075"Intarloyer N O M n Saflex CP With PLT Core Soflex CP With PET Core 3 ,� By'Eastman Chemical Co.' By'Eastman Chemical Co.' d Z_Z c 090"Interlayer 090'Interlayer �'O 1/4'AIR SPACE Saflex Clear And Color Gloss 1/4"AIR SPACE Saflex Gear And Color Class v� By'Eostman Chemical Co.' By'Eastman Chemical Co.' a J 1/8'ANN. GLASS .090"Interlayer 1/8"HEAT STREWD GLASS y 6uPo InSentr G 0 OuPont SentryGlos DuPont SentryGlas By'E.I.DuPont De Nemours&Co., Inc.' By'E.I. DuPont De Nemours&Co., Inc.' 1/8"ANN.GLASS 1/8"HEAT STREN'D GLASS i Ig SILICONE SILICONE `o m GE 1200 i m GE 1200 w w P DOW CORNING 899 DOW CORNING 899 •ry IA1 DOW CORNING 995 M1 DOW CORNING 995 u u U tw a �01 p 0 0 0 0 •N (W E9 E9 0 a m W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL SIZES o ALR SPACH CONSISTING OF• i GLASS TYPE 'Al GLASS TYPE 'B I' SPACER, Engr:JAVCMLAIiMAO PRODUCTREVISED 0.70'OVERALL INSUL.LAM.GLASS 0.70'OVERALL INSUL.LAM.GLASS METAL SPACER AROUND Fl/PE 70592 "complying"ith the Florida THE PERIMETER OF THE GLASS. C.0.N:3538 Building Cade Acceptance No/4'Og15-07 NOTE: L•k irNion Date IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING By /` MimO nda Product Castrol--� drawing no_ EXTERIOR PLY OF GLASS TYPES 'Al' & 'Bt' MUST BE TEMPERED. sheet 4 of�� TYPICAL ANCHORS SEE METAL FLANGE & FLANGE ADAPTOR FRAME WOOD BUK SPACING FOR SPACING STRUCTURE v +.•: t TYPICAL ANCHORS �I e e •' v: '' SEE ELEV. Y o •'ci a -° EDGE 01ST." FOR SPACING agS m F.._-____-___________-___� •4 a.z ,.4-a:•. ' _ L o i i MWMi-RADE COUNTY APPROVED j I 0 � EDGE DIST. a H o N _ I I MULLION&MULLION ANCHORS s I \ o r d h IF SEE SEPARATE NOA II H a bgG [ST \ I I EDGE DIST. U t 6�1 0 1 oIL<g SSEE E ANCHORS TYPICAL£E ELMCHORS o n FOR SPACING FOR SPACINGQW N o=. o to 2 3t WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. �...� IrMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM _�=�I _`. AND TRANSFER THEM TO THE BUILDING STRUCTURE. vai m ' \ .TC CH .'"1`,L'.'SEE'ECEV.`FOR SPACING` n 2-3f8'MIN. 3c in U.20 KSI, Fy=42 , 1. y=KtSI) ,�c,,l. ow ri o a a \ NTO 26Y 0'BUM C�KS ORaW04a STRUGTURE5 d w cn J 04 J ____ 1 9 fZ" IN P6NETRATIONL INTDxW000 �j �x ' o ; w WHEN USED THE MIN,WOOD BUCK' THRU t;BY�BUCKS INTO CONC ORMASONRY t1y R x R ! z DEPTH SHALL BE 235'.THE USE OF 1/4"FMIN_'EM9ED INTO GONG OR;MASONRY N O n Tj h W n 0 DEEPER OR BEVELED WOOOBUCKS IS ""r� " d 3 [� m PERMITTED. DIIR„ECTLY INTO CONC OR MASONRY Z z L u k1„�j/ "MIN „MBED INTO CONC OR"`MASONRY $o W o W _o- ',�>{ I' #14 SMS OR SELFaRt 1N SCREWS (GRADE 2 CRS) W INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=.090") INTO METAL STRUCTURES STEEL : 1/8"THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) $N 4 At I( I AI E7 TYPICAL EDGE OISTANGF 2m o INTO CONCRETE AND MASONRY = 2-•1/2" MIN. U 4 INTO WOOD STRUCTURE = 1" MIN. v z M4 , INTO METAL STRUCTURE = 3/4" MIN, it 79 WOOD AT HEAD,SILL OR JAMBS SG - 0.55 MIN. in c d o t j CONCRETE AT HEAD, SILL OR JAMBS f'c 3000 PSI MIN, o o a 0 2 t C-90 HOLLOW/FILLED BLOCK AT JAMBS Vm = 2000 PSI MIN. . 9= p 2 I � S4 m.a Enyc:J1VAD AHMAO CML PRODUCT ItCV15[D �y FLA.PE i 70542 as complying%%"th clic Ploridq yrs •- •�4 a .I da` CAN.3638 8vitdin6 Code fQ-09f5A7 v ".d•_' ...•�-.p a �' - E.icnG thw 7QZ(1 0 8 EDGE ISr.c' �. - ° 'v \ +• q.. a ysj v u TYPICAL ANCHORS ,4. �"z.g - Dy� lay SEE ELLV, '•'s'• I s i - TYPICAL ANCHORS Min Do eProductC nirgi—) drowing no. *}WOOD BUCK FOR SPACBdG n - '° f SEE ELEY• cc W10-18 FOR SPACING 1:F sheet5 of 11 FLANGE & FLANGE ADAPTOR FRAME �U M 0 1/4'MAX. BUCK WIDTH 1/4'MAX. o SHIMS SHIMS Z n 3 TYPICAL ANCHORS VENT WIDTH VENT WIDTH SHIMS ADAPTOR FRAME O� a "*SPA-aNG SPACINGO O FO 1/2"TYP. (L c V O ' CL Fp 1 1/2 gmCf 2 O O C1 h E Vp m 0 M 2 WOK O OPTIONAL .._.. - _-- R.._.. .._.._.._.._.._.._.._.. OOD STRUCTU W RO)IBY 23 2 KS Q W ei XOX LAYOUT EXTERIOR TYPICAL ANCHORS O O.L.OPG. SEE ELEV. FOR SPACING 2 = a MIAMI-OADE COUNTY APPROVED MULLION &MUWON ANCHORS SEE SEPARATE NOA O BUCK WIDTH BUCK WIDTH N s o O ALTERNATE E3 \ a W ^ SWEEP LOCK ,�,�II A7 OPTIONAL TO g to Ff-—T� E21 SPRING LOCK Ad I I I (n r c umi 41- I 1 __ _ _ _ ____ S6 c FNM I 003M n N- C) I I TYPICAL ANCHORS E4 SEE ELEV.FOR SPACING 1/4'MAX. BUCK WIDTH 1/4'MAX. © \ c o r SHIM f1 SHIMS 0.w VENT WIDTH A, O TYPICAL ANCHORS 14 TYPICAL ANCHORS r SEE ELEV. 2J FOR SPACING SEE SPACING 1 FOR SPACING _ v1. /4' A o$e S INTALLATION DETAILS SHOWN ON PAGES 5 `" -$ AND 6 APPLY TO BOTH FLANGE FRAME AND v a m o 11 - FLANGE ADAPTOR FRAMES. METAL II � STRUCTURE 11 w Enqr.JAVAD CML�MAD PROD QCT REVISDD i SCREENS OPTIONAL •---•� -- _ -_ - °�i ns rom IyigGwilh the Florida n FTA PE/70592 Buildin Code /���'� o o 1 — C.AN.3538 '•� Accepimice No EG w 18Y 1?s irnlion Datc LLV o' o EXTERIOR WOOD BUCKS JCO LAYOUT D.L.OPG. MfenradeFwductContro ./l� drowmg no. J 015 W10-18 sheet 6 of 11 TYP /—SEE ELEV.ANCHORS SMEIAL T RUCTURE EQUAL LEG FRAME �� o 1BY FOR SPACING w � I WOOD BUCK TYPICAL ANCHORS SEE ELEV. m r__________________l `d i a .d i • FOR SPACING o I I MIAMI-RADE COUNTY APPROVED I Z EOG@-01ST:' oo I MULLION&MULLION ANCHORS I O -� a' d.• .d,,e _ cv DGE = I I SEE SEPARATE NOA 1 I l " EDGE DST. I I } G o :::•.: :...... 08 v L = VQIWu M E3 �" O�rc>2 8 E7 TYPICAL ANCHORS O a Q O `+ e TYPICAL ANCHORS SEE ELEV. O Al f,- Ii! SEE ELEV. FOR SPACING FOR SPACING Al a�)ONO G ii u ZJi_ o EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY j 5 INTO WOOD, CONCRETE OR METAL STRUCTURES Q p TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. O SEE ELEV. FOR SPACING N 2 3/e'LAIN. 1/4.MAX. BUCK IYDTH SHIMS F N O'j ."M., 1 t/4'O _ \ FN o d Q'i �. !E WEN USED THE MIN.WOOD BUCK Z Z tl W m ✓n ....._.._.._.._.._.._.._.._.._.. _ DEPTH SHALL BE EO RE USE OF MIAMI-DADE COUNTY O o AI DEEPER OR BEVELED WOOOBUCKS IS APPROVED MULLION O P,° A3 PERMITTED. & MULUON ANCHORS C)p EB SEE SEPARATE NOA U•-• 0 O < BUCK WIDTH BUCK WIDTH I I 12 I, a Fry II rr_—ll u o 1 1 c$ $ ['il �r _ II II 1 I II E7 Al II F u�,u IA9 _ I 1 I I 000ow m vfid$ O a m 2 i E2 g TYPICAL ANCHORS —a .SEE ELEV.FOR SPACING m Engr.JA/ADC.M AHMAD PRODUCT REVISED m Y % d a FIA.PE f 70592 w complying wilh lite Florida n ° de C.A..3538 Building Code i Acccptmme NO/4-aq/5 G7 •• 2 3 ., ''• Ea�Pfoduct EDGE DId .' TYPICAL ANCHORS MiTYPICAL ARCHORS • :. I SEE ELEV.t8Y SEE ELEV. FOR SPACINGAN 5 W10-18 WOOD BUCK FOR SPACING .^ SheeY 7 Of 11 U v ILLUSTRATIVE ANCHORS E DTLS.ONLY SEE ELEV FIN FRAME n EXT.OR INT.FINISHES FOR SPACING of NOT BY CGI o z � Z mJ t1 1 1/2' 0 HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACINGO o 00 NOT BY CGI j a B S (GRADE 2 CRS) a A2 I2 Al INTO 2BY WOOD BUCKS OR WOOD STRUCTURES V BACKBED 1-1/2" MIN. PENETRATION INTO WOOD V c E3 I CAULKING Q'O mry o E7 Q ' s IL 2:W_o ((a��g pCt1 I � I I I;� N III J M II III � a 0 R 0� a. II NOT BYTC ICTURE 1/4'MAX. BUCK WIDTH 1/4'IAAX. O o CAP GAP s q5j :C m 1/2'MIN. 1/2'LAIN. f/I hn n ry i O M n Ed Z Z-n F m E3 k Al o A7 II I BACKBED 0 CAULKING �' II gg i20 2C L � O 1 I E7 _.._.-SCREENS OPT. ._.._.._.. A7 11 Al ami z i g M9 E6 i HOUSE WRAP o e Al NOT BY ccl Et EXTERIOR o` m i o A2 E2 amu B`Z I BACKBED CAULKING Engr:JAVAD AHAWD PRODUCTREVISBD FLA.PCIAL 70592 asmmplying with the Florida HOUSE WRAP CAN.3538 AccapinitrootVom a l4.04f5.a7 NOT BY CGI 1 1/2' z Eapkmion Dale, u E Mixiv,ndeProductCantro("- drawing no. NPICAL ANCHORS W10-18 SEE ELEV. FOR SPACING sheet B of�1 ITEM PART g QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U v E1 CGI-100 - FRAME JAMB®FIXED GLASS 6063-1`6 CCI EXTRUDER �� o E2 CCI-113 - FRAME SILL 6063-T6 CGI EXTRUDER E3 CGI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER 'Z n i E4 CGI-103 - MEETING RAIL 6063-TG CGI EXTRUDER H E5 CGI-104 - LOCK RAIL 6063-T6. CGI EXTRUDER f a e. E6 CGI-105 - HANDLE RAIL fi063-TB CGI EXTRUDER 0. o U U E7 CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER d a0 EB CGI-107 - 5/16'GLAZING BEAU 6063-T5CGI EXTRUDER G E9 CCI-108 - 0.700"GLAZING BEAD 6063-T5 CGI EXTRUDER Q O ETD CGI-109 - FRONT FLANGE ADAPTOR 6063-T6 CCI EXTRUDER V p Ell CGI-110 - NAIL FIN ADAPTOR 6063-76 CGI EXTRUDER cf G ro E12 CGI-135 - TF FRAME JAMB 0 FIXED CLASS 6063-16 CGI EXTRUDER 0 LL Q O E13 CGI-136 - IF FRAME HEAD 6063-T6 CGI EXTRUDER rcy r0 E14 CGI-139 - IF FRAME JAMB 6063-T6 CGI EXTRUDER Q W 3 0y 6 EIS CGI-140 - 1'MUNRN 6063-TS CGI EXTRUDER 2 H- E16 CGI-141 - 2.5'MULLION 6063-T6 CCI EXTRUDER a w E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER O E79 CGI-115 - SILL FILLER 6063-T6 CGI EXTRUDER a E20 CCI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER E21 CGI-117 - HD LOCK RAIL 6063-76 CGI EXTRUDER m E22 CGI-1J8 - TF FRAME SILL 6063-T6 CGI EXTRUDER x E23 CCI-109 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER a O 0 Lu M1 CCI-382V - GLAZING BULB VINYL(OUROMETER 75-80 SHORE A) PVC - C3 N M2 CCI-111 - SCREW COVER(OPTIONAL) FVC - M3 CGI-112 3"0 ANCHORS EQUAL LEG COVER/SHIM PVC - $ =N o M4 - 0.700"X 0.040'BEAD CE1200 SILICONE SILICONE GE 3 N e M5 - 0.700'X 0.040'BEAD DOW 995 SILICONE DOW r !7 M M6 - 0.700"X 0.040'BEAD DOW 899 SILICONE DOTY d Z Z N M7 - 2/LRE SETTING BLOCK EPDM DUROMETER 8015 SHORE A 0 " M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. M9 684 - ROLLER TRACK PVC - O MID CGI-128 2 PER SASH ROLLER HOUSING NYLON - 0 MIT NY2320ING - PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUN. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP - NYLON M&M G M14 391-N 1 PER SASH ANRLIFT BLOCK NYLON M&!A X M15 - OPTIONAL RETICULATED FOAM 30 PPI - - c M16 CCI-134 - JAMB SPACER 'q PVC PROTOTYPE OR EQUIV. 33 M17 A30730401-32 I PER WD. CMI LOCK 71NO TRUTH OR EQUN. `o 3 M78 CGI-132 2PER WD.2" SASH STOP PVC PROTOTYPE ami z S M19 CGI-111 ®FR, HEAD SCREW COVER PVC PROTOTYPE M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON M&M M22 - VARIES HI-FLO WEEP COVERS PVC AMES13URY OR EQUN � 0 o 000 _S2 - 2 OR 3 PER CORNER # 10 X 1 1/4"LG.PHL.PH.SMS. ST/ST.ASSEMBLY SCREW S3 - 1 1/4"EMBED. #8 X 1 1/2"LG.PHL.PH. SMS.FIN ANCHOR SCREIV S4 - 4 PER WD. #8 X 1/2"PH.SIRS.ST/ST BALANCE BRACKET SCREW S5 2 PER%7D. #8 X 1'I.G.FH.SMS. ST/ST.SPIRAL B.ASSEMBLY - - Erg,.JAVAD AHMAD PRODUCT REVISED m a S6 - - B 6 X 1/2'LG. FH.SIAS.0 CGI-133 &CAM LOCK - - CM ns complying x•III,the Florida FLA.PE 0592 Uuilding Co de c s 58 - 4®M.RAIL 8 10 X 4"LG,PHL.PH.SMS. ST/ST.ASSEMBLY MEETING RAIL - - CAK.1 r�.Qg1S.D? Accepinncc Ko S9 - 2 PER ANRUFi (< 10 X 5/8'LG. PHL PH.SMS. ST/ST.ANTIUFT SCREW - - Lry`-Im7limr Dalc ?�t7ZQ c 8 r By I� O mmu LideProduct. 110 drawing no. JA d'101 IN10-18 sheet 9 of 11 I 2.440- F 2.440� 2.113 ��,065 .490 .120 ��® n 1.015 p- {- �_ly_ o .70J 5 .050 71P. •70�-SCO=0 iYP. J 2.101 1 1 1.550 1.680 I I I C 2.846 r 1.601 -71-1-1 065 .664 b- �•I .864 V� F.w �p 1 TYP 2.346 tYP. 1.220 1.007 d + Q a N -�_-= FJp oso O 5/16" GLAZING BEAD Es 700" GLAZING BEAD .065 1.395 1.155 1.155 TYP. 1.449- - .449 FF.. I I E11 1.395 C U a 1.015 I� 1.015 la 1.3x6 .745 NAIL FIN ADAPTER �� Eta FLANGE FRAME HEAD E3 FLUSH FRAME HEAD E4 MEETING RAIL L� 180 293 a 0:> °o 1.496 osoT 7-f .060�I I� 0 IL 0 a o 1.015 1�- 1.015 1.788 065 1-1.413-I y 7FD QIK r N 1.140 065 LL w N o 1.140�i FrT 1A3 FLUSH FRAME COVER t�2 SCREW COVER J M 2.264 tas5 Q 3 Lots 1.220 � o 060 TYP. � N Lj 065 ` N 4.430 TYP. 3.930 065 3.685 2.885 3.185 TYP. 2.885 1.043 m E5 LOCK RAIL Ets SILL FILLER (!1 O u o 1.788 Ow 1.450 177UIL LA ��N o 2'440 2.440 .550 .050 N n 'in,to _ '{- 2.310 O to A Ez2 FLANGE FRAME SILL E2 FLUSH FRAME SILL 1.015 1 065 d 0_3-..i w 7YP, t.2zoz z y 2.737 2.737 E23 bl O -n FLANGE ADAPTOR C)--- 1.043 U F 065 065 TYP. ttP• E27 ALT. LOCK RAIL � 2.505 2.613 2,505 2613 I 1.892 W W L 065 �m TYP. o Q 1.000 .991 .500 .991 � 2.195 � ✓� d 3.237 2.737 1.015 `�uc:i z E14 FLANGE FRAME JAMB (MOVING) Ego(LUSH FRAME JAMB (MOVING) 1.043 0 0 o e a I I O N m o 7- Es HANDLE RAIL o 1.025 _ 2.505 .085 TYP. 2.505 .065 17P. Engr.JAVAVI AFUMD PRODUCTREVISCD w CML ns wmplying a•ilh the Plmidn FlA PE(70592 SWIding Cad. 1.015 1.015 1.395 C.A.N.3538 b a.«P1anc.N. 1 o a .745 Ex,imtion Onlc _ 1.000 p-, 065 � �5 1.015 �� j7 PAlon ndc PraduclC nVo1 drawing no. W10-18 Et2 FLANGE FRAME JAMB (FIXED) I E1 FLUSH FRAME JAMB (FIXED) E7 SASH RAIL sheet l 0 of III 0 DO0 u to m G' T O 8 nti 0 s o �O O a• aces oa_z9_10 revisions: SOO SDMN0.120 ALUM HORQ.MD.NG MO'N.(LM.L/S.MI.) AL-FAROOQ CORPORATION m a n0 a edescriotion ENGINEERS&PRODUCT DEVELOPMENT 'e aceta 1�2• 1• A OB.Od.1D NO CHANGE THIS SHEET CGI WINDOWS & DOORS1235 S.W.87 AVE Q B 10.10.11 NO CHANCE THIS SHEET 10100 N.W. 25TH STREET =I,FLORIDA 33174 df.6y: C J09.09.1'I UPDATED TO 2014 FBC MIAMI, FL 33172 "TEL(305)264.5100 FA%.(305)2626978 cnk ey. TEL (305)593-6590 FAX. (305) 593-6592 COMP—ANL\W70-03CCI