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HomeMy WebLinkAboutProduct Approval MIAMI RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 248' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OI+'ACCEPTANCE (NOA) www.miamidade.aovleeonomv CGI Windows&Doors,Inc. 10100 N.W.2V Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if lit 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 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 I 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 andsealed 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 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 manufacturers 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 I and evidence pages E-I&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. MIA IIII PnAOE COUNT NOA No. 14-1015.04 . � ��, Expiration Date: August 08,2018 Approval Date: August 13,2015 Page 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#13-0226.06) 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'(5" 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/ASTNM-1300-02, -04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 11-0624.02 issued to E.1'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 05/21/16. 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 2014(5u`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. IU 4,-A� Ishaq I.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 E-1 • 37-1/4" 72° HEAD ANCHORS AT STILE ENDS DOOR FRAME WIDTH DOOR FRAME WIDTH 2 ANCHORS ANCHOR TYPE QUANTITY CHART 6"MAX. 3. TYPE'A', 'B'OR 'C' 3" 6, 3" SEE CHART FOR QUANTITY Z 3 HEAD/SILL AT STILE ENDS CORNHEAD/ERS SHIM SILL 'A' 'B' 'C' Q CORNERS /{ �_ A 1/4" 4 4 4 F a 3/8° 6 _ _ 6 _ 8 O v 7 13 -TIT IN, LIC UZI US 2 rRODucr REVISED .I 5 1 LOCK OPTIONS I �k'./ ra�Ob►l1�IM 1M FbrY� Q�u f O SEE SHEET 9 i -- W/ b�Vjy� O m m Q_' c O E]w a 12 I% u azN II i I I I N SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W1 SIDELITES N to ACTryE ACTNE _ - INAC E o ?i 04 n I I APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS O M '^ __ - m WITH OR WITHOUT SIDELITES. d O .-m g B � Bz SIDE LITE$ CAN BE ON ONE OR 807H SIDES OF DOOR. Z'o a a 0 SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. 3 0-n 23 1/2" 'o�� 23 1/2" 23 1/2" 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 o m TYPE 'B' a 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 AT 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 5 HURRICANE ZONE (HVHZ). DOOR OPTIONS 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 9 g 6 • TRANSFER LOADS TO THE STRUCTURE. 5f5 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. w DOOR DIMS. LAM, or INSUL-I". DOOR DIMS. LAM. or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME FRAME I LEAF I FRAME ARE NOT PART OF THIS APPROVAL. n.V i2 EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH WIDTH HEIGHT WIDTH WIDTH HEIGHT A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. °o q 11^q 37-1/4" 35" 1 96" BO 1 80 72" 1 35" 96" 80 1 80 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO NOTE: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS o VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG. CODE, n Q NOTE: EnBr:JRMD AHMAD n FLUSH BOLTS AND LOCKS MUST BE CML ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS, FLA.PE B 7308592 PERIODS OF HURRICANE WARNING. D.L.O. HEIGHT - FRAME HEIGHT -_ 12.875" 35 o fi NOTE: D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75" ZQ�S o D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 25)/2 I AUG GLASS CAPACITIES ON THIS SHEET ARE drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W13-01 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. sheet ) of 11 (O4,V o 37-1/4" 72" Z i DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS 0z 2 ANCHORS QUANTITY CHART '4 8"MAX 6"MAX. _ SEE CHART FOR QUANTITY F 1 TYPE'A', 'B' OR 'C' ANCHOR TYPE HEAD/SILL 3" AT STILE ENDS HEAD/SILL 3 6" 3' SHIM 'A' 'B' 'C' O I CORNERS A CORNERS fi I 16 0 I"'IIIF,,/ + I 1/4" 4 4 4 IL�{ v 3/8" 6 6 6 p 1/2 7 7 r OQ a Q p /_ �� C it I D I Z I I Z(7 S2_ LOCK OPTIONS _ i__- I s _ / SEE SHEEP 9 o 1 / m __ -- o A I I a e \ II 1 •� 1 11 'ni ^ 'O OW hIQDUCFREVISED �' i \ i I tl�PM�iwlulhtflarW. -ode Nle 3! MN10 .$ O C,4 . II ACTIVE ACTIVE — INA E "CwW E Z_Z N m Es B ' g T 23 1/2" 1D ci 23 1/2" 3 1/2D.L.OPG. 2 ANCHORS D.L. OPG. L.OPG. TYPE'B' NCHORS SURFACE APPLIED AT STILE ENDS E B' FALSE MUNTINS 9 ty AT STILE ENDS MAY BE USED TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR ° $ X—) ( XX ) ua� s NOTE: SEE SHEET 1 FOR DOOR CAPACITIES " o999 0 6 m U O 0 Engr:JAVAO AHMAD I rB CML FIA PE A 70592 q n C.A.N.3538 m _ o drawing no. W13-01 A76 0 5 2015 sheet 2 of 11 144'MAX. �� u 37 1/8' 36' 72' 36" SEE CHART FOR QUANTITYSIDELITE WIDTH SIDEUTE WIDTH DOOR FRAME WIDTH SIDEUTE WID 3 HEAD ANCHORS _ 6'MAX. _ _ 6"MAX, 3" 8' 3' AT STILE&MULLION ENDS Q HEAD/SILL - HEAD/SILL - —�}I --�{ QUANTITY CHART if 22 a CORNERS F CORNERS F A /,� - a= - -- -- - - - ANCHOR TYPE li I ' 4` I SHIM 'A' '8' 'C' 1/4' 4 4 4 /I I\ ....—.... 3/9' 6 6 6 A a 1 I 1/2' 7 7 Q�a -fir- ---rr-- w qtt sb IN LOCKONS I )� '}F/ FASTENERS SAME LOCATIONS s 0 /�• x 0 //, SEE 9 i o Vit/ AS ANCHORS SHOWN ON io W n A / io w n -1 '�/ I _ jj in J _= SHEETS 1 &2 = I/ II II \ I n u n z pw \ i I 11 11 �N M w gCTNE INACTNE - O M I 1 d z_z4" G G - l Bm 30..x' 0 6 0_ 31 1/8" 31 1/8" 23 1/2° J 23 1/2" J 31 1/8" P5 U D.L.OPG. D.L.OPG. D.L. OPG. D.L. OPG. D.L. OPG. DESIGN LOAD CAPACITY - PSR 4 ANCHORS E APPLIED FALSE SIDEUTE STATIONMAY BE USED MARY PANEL{0) TYPE'8' FALSE HUMINS SIDEUTE FRAME TYPICAL £LEV00 TYPICAL ELEYA NI AT STILE AND WIDTH HEIGHT (SEE NOTE BELOW) MULLION ENDS z OXXO 7 INCHES INCHES Exr.(+) INT.(-) 0 � raoDDcrREVISED [s� $ 24 80.0 8010 SIDELITE OPTIONS o g 5 �¢w8Y IM Flo" H 33 11480.0 80.0 Z44-6.Dalc2I1 -Io/}:o wd 36 80.0 eo.a '$ Y,y I'l- 37-i/8 77.6 77.6 M► /qW Rd�N fioeliW N 39 73.6 78.8DIMS. 42 88.6 68.6 H 9$9 9 24 90.0 80.0 D.L.O. HEIGHT = FRAME HEIGHT - 12.875" y 30 80.0 90.0 D.L.O. WIDTH - SIDEUTE WIDTH - 8" STAND ALONE SIDELITE ONLY °c a m D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE 10 DOOR ONLY 33 90 80.0 80.0 �i 36 80.0 80.0 Engr.JAVAOLA,PE q AH MAD n 9 3 7.6 77.6 CIVIL 373/8 73.8 73b FACA . 592 1 5; 24 e0.0 80.0 s b 30 80.0 80.0 33 96 80,2 eo.o 015 drawing no. 36 80,0 8p.tl W13-01 37-1/8 77.6 77.6 sheet 3 of}T DESIGN LOAD CAPACITY -PSF DOOR DOOR DOOR DOOR FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME SIDELITE OO SIDELITE SIDELITE TO DOOR SCULLION WIDTH WIDTH WIDTH WIDTH `WIDTH WIDTH WIDTH `WIDTH �Y M WIDTH WIDTH HEIGHT (SEE NOTE BELOW) ' INCHES INCHES INCHES EXT.(+) INT.(-) 24 80.0 80.0 3p C // H H // H / \C 80.0 80.0 C / j 33 35 84 80.0 80.0 p /IV/ % . $ 36 80.0 80.0 W J J J d 37-1/8 77.6 77.6 39 73.8 73,8 42 68.6 68.6 24 80.0 80.0 Ll Q Q Q 30 80.0 80.0 O y 10-0 33 35 aD eO.o so.o XO ( ) (xox) C °% oxo ; � 36 80.0 80.0 {L z Z U)-� 37-1/8 77.6 77.6 SIDELITE DOOR FRAME SIDELITE DOOR FRAME SIDELITE 17 / 1 39 73.8 73.8 WIDTH WIDTH WIDTH WIDTH WIDTH Q I�i7 it E 24 80.0 80.0 0 30 35 96 80.0 80.0 33 80.0 \ 61- All, �^ H J / E - C H - J /E \ H 36 80,0 80.0 / 37-I/B ns r7s OLLF1�J v \ / \ / Z Q W�• N MULLION-'(0%% DOOR STILE (OXXO) $ S' rt END ANCHORS 1%%0 END ANCHORS PRODUCPR8y1SpD d p 3 M N O O SEE SHEET 3 SEE SHEET 1 ' b�T41'bY wllh lh'Fj.'Id' E Z Z W N ittYlolt Cnde �i�5ii O Amp.ss Noy^IDI 0 LVhwK"Dms1 LIE= U o 11�dr roduef Cou,a1 � I LEAF WIDTH SIDELITE WIDTH DOOR FRAME WIDTH c$R SINGLE(x)37"MAX. o la And-=2 DOUBLE(XX)72"MAX. W w p011 SIDELITE TO DOOR z INSTRUCTIONS: NOTE: c v v 2 �$S GLASS CAPACITIES ON THIS SHEET ARE m � USE CHARTS AS FOLLOWS. BASED ON ASTM E1300-09 (3 SEC. GUSTS) ` <m o 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM AND FLORIDA BUILDING DECLARATORY STATEMENT MMISSI DEC-219 ON TABLES ON SHEET 1. n 2. SELECT LOWER OF SIDELITE TO DOOR MUWONEngr.JAVAD AHMAO I ! CAPACITY FROM TABLE ABOVE. j B CIVIL 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY SCAN 3538592 0 TO ENTIRE SYSTEM. a x � ��n•.- drawing no. W13-01 sheet 4 of 1I Vu_ � QU � M 0 p 3 a ~ a IL p� a 0°Qo8 3/16'TEMPERED GLASS p rc 3/8"AIR SPACE a�3 {LLa_ZN_ 3/16"ANN.GLASS 3/16'NEAT STREN'0 GLASS 3/16'ANNEALED GLASS J V' .075"Soflex CP With PET Care .075'Saflex CP With PET Core .075"Saflex CP With PET Core By'Eastman Chemical Co.' By'Eastman Chemical Co.' By 'Eastman Chemical Co.' O .090"Soflex Clear And Color Glass 090"Saflex Clear And Color Glass .090"Saflex Clear And Color Glass By'Eastman Chemical Co.' By'Eastman Chemical Co.' INTERLA7ER5 By'Eastman Chemical Co.' INTERLAYERS INTERIAYERS — .090"Kuroroy SentryGlas .090"Kuraray SentryGlos .090"Kuraray SentryGlas By'Kuraray Americo, Inc.' By'Kuroray America, Inc.' By'Kuraray America, Inc.' h .090"Kuroray Bulacite PVB .090"Kuraray Butoclte PVB .090'Kuroray Butacite PVB S V By'Kuraroy America, Inc.' By'Kuraroy Americo, Inc.' By 'Kuraray America, Inc.' � 0 ta 3/16"ANN. GLASS 3/16'HEAT STREWD GLASS 3/16"HEAT STREWD GLASS 0 F SILICONE SILICONE SILICONE PRODUCE pEVISED Jd DOW CORNING 995 DOW CORNING 995 =N o DOW CORNING 995 DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 w"�'��WIIh Ur�� NNn GE-1200 GE-1200 GE-1200 Y�YIo�C.& i �" AoKpawrc No LyYrir Date d m i m m 1 - ��n... Z Z t`m 14 u \\ M 3 C_n o n cs 4 q � m ii ii n y p CoNnl � o t XL EDGE SPACER Q s` o \ / o \ ST..STEEL BY'CARDINAL' o _ OR IS DURRASEAL BY'QUANEX' D SUPER SPACER BY'QUANEX' i 28 AT 1 4 POINTS o 28 AT 1/4 POINTS / 26 AT 1/4 POINTS 7/18" LAM. GLASS 7/16" LAM. GLASS1 —6 g " OVERALL 1NSUL. LAM. GLASS m a GLAZING OPTIONS yj n N N 0 a VN Eng..JAVAO AHhW s CML Y n SCA S 92 o u 1 6 2015 drawing no. W13-01 sheet 5 of 11 4EDGE OOD BUCK TYPICAL ANCHORS EDGEDIST.. 1BY WOOD BUCK EDGE DIST. SEE ELEVATIONS SEE OTE SHEET 1 STRUCTURE METAL FOR SPACING •'' �LONCrRST� OTE SHEET 1 'STRUCTURE •' ••'• >• � EDGE DIST.CONCRETZ. 0 o21 0 - 'TYPICAL ANCHORS12 STYPICAL ANCHORS SEE ELEVATIONSQ'CHORS FOR SPACING (13 SEE ELEVATIONS IONS I.O I I FOR SPACING FOR SPACING G W I Imo— I I ------------------- I 3 NNN I I I I _----- MIAMI-DAOE COUNTY APPROVED I CLIPPED MULLION it LL z $Cr WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS ii SEE SEPARATE NOA ii 46110 MUT SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I�------_ ---- _�) Li AND TRANSFER THEM TO THE BUILDING STRUCTURE. s n TYPICAL ANCHORS: SEE ELEV. FOR SPACING I III li TYPE W- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) r MIN. LENGTH = 2-3/4" TYPICAL ANCHORS $ .^n ! _ SEE ELEVATIONS C) n INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FOR SPACING z O w li 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) F THRU 1BY BUCKS INTO CONC. OR MASONRY N o c� 0 d 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) :ad _ o 1 IA 11-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ER 30 NM w J m TYPE 'B'- 1/4" DIA, ULTRACON BY 'ELCO' (F-177 KSI,Fy=155 KSI) Z o- SC MIN. LENGTH = 2-3/4" '^ DIRECTLY INTO CONC. OR MASONRY 6 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) IROBUCrREVt3E0 II I� TYPE 'C'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) h oel+1111►r plo/f�l I I 26 6d"/h,cde I-y INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") Ampi meq°I _o —0 y INTO METAL STRUCTURES (HEAD/SILL/JAMBS) warwn ale s STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 912 1, (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) �aaa S ili ili v���� I I TYPICAL D DIGTAN. INTO CONCRETE AND MASONRY = 2-1/2" MIN. _ L INTO WOOD STRUCTURE = 1" MIN. Ili INTO METAL STRUCTURE = 3/4" MIN. o a $ a 21 12 WOOD AT HEAD OR JAMBS SG - 0.55 MIN. mu o 23 13 CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. = C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN, n to En9r.JAVAD AHMAD I •� ANCHORS MAY BE HEX OR FLAT HEAD. FLA.pE L7o5Dz CAN. 530 }• VSEE dr-_SEALANTS: sLtj° TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITHEDGE IST. E ELEVATIONS GE SCS2000 SILICONE SEALANT. W139-01 FOR SPACING DOOR DETAILS sheet 6 of 11 , �V 3/8' MAX. © © 3/8,MAX. Z SHIM 1BY WOOD BUCK �� a 2 .SEE NOTE SHEET 1 F o. ACTIVE LEAP - -- - - 0 g v TYPICAL ANCHORS C: 21 SEE ELEV. d TYPICAL ANCHORS FOR SPACING - O:1. �' SEE ELEV. cj FOR SPACING (� 23 27 15 <;'�.` ►pODUCr REVISED Q z m k: T 7 18 �i,'•• rorpl/F�f wll��\��t��\e��F..ll!! lu(� A �a1S111�T O METAL zSAzsB EXTERIOR c.M..w.u.l• J.g -- STRUCTURE LEAF WIDTH 3 POINT LOCK lam` WITH DEAD BOLT ll SEE SHEET 9 Meal lµp Comwel DOOR FRAME WIDTH J !�+ N O 3/8' MAX. ' SHIM qJ 3/8"MAX © O WITH POI1NT LOCK BOLT OR '� WOOD BUCK 3 M SHIM .; SEE SHEET 9 WOOD STRUCTURE d M CONCRETE 2 FLUSH BOLT SEE NOTE SHEET 1 Z Z OR' Fz� MASONRY ACTIVE LEAF INACTIVE LEAF �{ o—R 24 16 C7 Q TYPICAL ANCH06 22 19 0 U.- SEE ELEV.; ;. FOR SPACINP ---- ----- Id C B TYPICAL ANCHORS C n S T 7 2 SEE ELEV. rc$rc 2 D.L.OPG. FOR SPACING g 19 D EXTERIOR .L OPG. LEAF WIDTH I LEAF WIDTH Li 3 DOOR FRAME WIDTH $0 1 x 9 9 C C Q m U G O Engr.JAVAD AHMAD I It CIVILPCAPE N a 38 92o u O drawing n0. A 061.015 W13-01 DOOR DIFTAILS sheet 7 of 11 TYPICAL ANCHORS �� b SEE ELEVATIONS FOR SPACING .�-EOGE'DIST.° > '. '•aCONCREfE. :AONCRE M .35 - O A go. OU IL O mN N p F �s Uo 73 0 d4p II II 26 3/9' m ii SH •_ O `� MATING JAMB FASTENERS d m 5 Z 1$ FOR LOCATIONS h I SEE DOOR JAMB SPACINGF N CONClEff. 17 ON SHEETS 1 &2 O n MASONRY p 2 M g �N o Ory q j, 0 = O Ed 0 i U. �� ti EXTERIOR r=�� 4 26 DA.OPO. LEAF WIDTH SIDEUTE WIDTH DOOR FRAME WIDTH I II 26 37°MAX. SINGLE(X) 3 72"MAX. DOUBLE(XX) o g FRAME WIDTH TYPICAL ANCHORS 6 4°LONG ►ROBUCf RcmrA c SEE ELEV. LAPPLY SEALANT 3 FOR SPACING BEFORE MATINGMMlC'bj MHIYe FIgIV Aettp Nte Npl r0 S:GY iri n a n &N+Niw Ohre o v N NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" •i Of t m�o 12 En9r..lAVAO AHMAD n •r LIS \ o a FLA.PE�70592 o n G.A.N. 638 y d ' v. .. 6 • b. +;:.. .. �l��) drawing no, y ' EOGE GIST. TYPICAL ANCHORS ,a SEE ELEVATIONS SIDELITE DETAILS FOR SPACING 6h86} $ 4t{ 1 ` U `-� O BILL OF MATERIALS MISCELLANEOUS Z 3 EXTRUSIONS �. ITEM 1 PART Ha. DESCRIPTIO( HATERIAL HIM R:NAW(S REM q CODE PART No DESCRIPTION MATERIAL HANUF. REMARKS o W 1 CGI-189 FWINE HEAD AND SILL - - --6063-T6 CGI EXTRUDER— '— - - 21 -HI8-- C-194 - --- RA1E G T FOAM ANESBURY OR EOUIV 1�� ++66� 2 CGI-190 FRAME JAMB 6063-16 CGI EXTRUDER 22 96 32081 X350 FD4lI GASKET _ _ _ FOAH_ -_ BURY DR Ed11V __ __ _ ^ __ v 3 CGI-196 SIDELITE HEAD AND SILL 6063-T6 CGI EXTRUDER 23 115 V33321RG J87 x.320 VEAMERSTRIP PILE V/CENTER FIN VOUL ULTRAFAB OR EOUIV 4 CGI-197 FREE STANDING SIBELITE JAMB 6063-T6 CGI E%fRUDER 24 NO V33321NG ,187 X 500 HIGH PILE V'STRIPPING VOCL V/FIN 1LTRAFAB OR EMIV o 5 CGI-198 HATING SIDELITE JAMB 6O63-T6 CGI EXTRUDER 25 H9 CH-108-8 HINGE(4 1/2'X 4) ALHUNUM CGI•CUSION �7Ii17 x 2 0te) 6 CGI-193 PANEL TOP AND BOTTOM RAIL 6063-16. CGI EXTRUDER 25A NLD ABBDO-U532D HINGE(4 1/2'X 1') BRASS HALER 12 • 2 ILS) v p m 7 CGI-194 PANEL VERTICAL STILE 6363-76 CGI EXTRUDER 259 H ABB00-U53 HINGE(4 1/2'X 41 S/S HAGER fl?lxO & a O 1 ro 9 CGI-199 SHEAR BLOCK 6063-76 CGI EXTRUDER 26 N4 CGI-382V GLAZING BEAD BULB VINYL CO-CUSIDN Q lk K 12 CGI-191 FRAME HEAD AND SILL CREV COVER 6063-T5 CGI EXTRUDER 27 H7 3/8'-16 FULLY THREADED ROD-SECURED VITH 3/8'HEX HUTZINC PLATED 13 CGI-192 FRAME HEAD AND SILL SLANTED SCREV COVER 6063-75 CGI EXTRUDER 28 - SETTING BLOCK(2 PER LITE) EPNI DUROHETER 80l5 SHORE A LL N Fg N CGI-121 7/16'GLASS GLAZING BEAD 6063-15 CG[EXTRUDER NA CGI-123 I-GLASS GUZONG DEAD 6063-75 CGI EXTRUDER Is Ecl-z6o SHEAR BLOCK PLATE 6063-76 CGI EXTRUDER NOTE' ITEM NUMBERS B 10 & 11 ARE NOT USED 0 16 CGI-195 ASTRAGAL 6063-TS CGI EI(fRUDER- 17 CGI-508 SCREV COVER 6063-15 CGI EXTRUDER LOCKING HARDWARE PART Na DESCRIPTION MATERIAL NAHUF, REHAR(S g CGI-450PL 3 POINT LOCK ASSEMBLY(ACTIVE LEAF) CGI-CUSTUN USED BY ALL OPTIONS S WO - M C61-1204 FLUSHBOLT ASSEMBLY(INACTIVE LEAF) CGI-CUSIGH USED BY ALL OPTIONS O L'i OPTION 1 5155 PASS ACTIVE LEVER(ACTIVE LEAF) BALDWIN r 5455 TO DUMMY LEVER(INACTIVE LEAF) BALDVIN OPTIONAL gtif 0231 DEADOULT(ACTIVE LEAF) BALDVIN s OPTION 2 AGO DEAD�7(ACTIVE LEAF) DEXTER BY SOI. O 04 M n J1O TOR605 ACTIVE LEVER(ACTIVE LEAF) DEXTER BY SCH. � p 3 N JIO TOR6O5 DIM LEVER(INACTIVE LEAF) DEXTER BY SCH OPTIONAL �BLODUCFREVISED Z Z OPTION 3 BB241O DEADBOLT(ACTIVE LEAF) COPPER CREEK - �+O BL2220 ACTIVE LEVER(ACTIVE LEAF) COPPER CREEK bddh�wlld Ade F1oAy f�3r O g J BL22% WDRY LEVER(INACTIVE LEAF) COPPER CREEL( OPTION& ATp7mrif*ft No �Q .0 EDIFe K CaNtrd SCREWS ITEM 1 PART No DESCRIPTION MFROH"EN-DS a IB /14 X 3/4'HEX HEAD TEKS-KMLION ATTACHMENT -.S 19 A 6 X 1/2'PAN HEAD SNS-ASTRAGAL ATTACHMENT 1220 /10 X 1 1/4'PH SHS-ASSEMBLY oo`oKl�g 0 n Engr:JAVAD AHMAD 'a Y CIPE VIL I S 70 CAN.N 538592 o n D O U 015 drawing no. W13-01 sheet 9 of 11 Boil Assembly Solt Assembly 0 AD 29 ; u rg a W tbUgs At 1 W-g-Ant. 0 II a M Rod Rod HIS Bat Housing o J10 x 3/4'Pit WS o, auftoll TIP Iwo 0 t7d --comur-Med coo.rdton 0 NNC Keyed Whet! C', Doodbolt Assy. J3 x 1/2'PH MS 0 WAn a /t I PRODUCt REVISED z z 0 "tMPIyIettw1fb1LeF*A& 0 Keyed tr ,to X 1/1 P, Tadpiece MOO# ——————— AdWor fisted r-*t.&d Ce"W Mid OPP. Wheal C103 o TOP SECTION SHOWN (BOTTOM SIMILAR) Rushbolts(inactive Panel) Top&Bottom 0. .. . c E.9r. 1AVAD AHMAD CAIN. FLA.AR PE 53 t 7 92 C 5 drawing no. W13-01 e a a CGI CUSTOM 3-POINT LOCK 3.825---- 1.788 U a I I 5 21��! .062 625 .750 -7 z .100 1.590 7, -.080 4.495 IL 5.500 9- 2 1 -1 0 FRAME C .10, DOOR FRAME HEAD/SILL OVER L 3.825 1.587- F 1.625 L TOP & BOTTOM RAIL 5.500 SILL COVER 464 6.438 ,415 1.82 1.440 « cr ca 0 0 .075 x.063 4.495 a t--1-755 HINGE & LOCK STILE 0 SIDELITE TOP & BOTTOM FRAME i7 SIDELITE JAMB COVER z Z!� 0 Vol .326- �?:g n (,R:s 070 .185 245 YlSEp .805 ZX.Ply-bg With ti,Fk,, L4='.35 Y :! ACIDU ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE bc -3.05- L675 1.061 > �1.1'25 -2,0110-1 r IV; 5 .050 c .120 .250- -6 9: .1 I 1 090 Soo 0 ,o 1.184 .000- 4.000 4.000 4.000 GLASS .075 • STOP (LAM. GLASS) Engr:JAVAD AHUM .500 .12 .070 .505 -il--.120 cmL 2 .125 ZI 8 nr 5 1.46 F.12-0- i r F -7 [- Z:8 .420 1.46 15 050 s - t f a T1.225 .870 1.184 711��1 drawing no.A DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) sheet 10 of 11 N O mm N 9 - Apprnn N Z� —1 0 • yzm m m 0 gig t �z O `1 _____�✓�� S O m �� u C0 � CJ m t� t\ t\� 41 y n m �F oma^ u¢� K o r u z Z LTi „`�- a a . al-oa-13revisions: _ SERIFS SEM)NEL 160 ALUM ODUNG DOOR(LM.I./S.M.I.} AL-FAROOQ CORPORATION ro C l Sopt¢:3j8'=7' A 0.5.02.x3 an REV.PER _.-. .i-. �^ T a £ no 0 e escn Rm � $ ENGINEERS a,PRODUCT DEVELOPMENT W B 0828.14 uaoAim m zol<rsc CGI WINDOWS & D00t2S 12355 W.87AVE f 1 o m.br xAaro c 05.14.1s x"ca a 70100 N.W. 25TH STREET MIAMI F4pRIDA 33174 nns sHEEr Q 0 08.05.15 N OE MI SNEET MtAMI, FL. 33172 TEL(305)264-MOO FAX.(305)262£976 543-6590 FAX.(305)593-6592 COMP-ANL Wi3-QtCGI