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HomeMy WebLinkAboutNOA; Series Targa 7400 White PVC Project-Out WindowM IAM 4DADE MI4I4II-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOi4fIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 11nnv.miamidade.aov/eeonomv CGI Windows & Doors 10100 NW 25'h 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 itsed 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 duality 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 revolve 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 Hutricane Zone. DESCRII'TION: Series "Tanga 7400" White PVC Project -Out Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W13-25, titled "Series 7400 Vinyl Project Out Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 05/21/13, with revision A dated 01/20/14, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami —Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami — Dade County Product Control Section. MSSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The 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 and B-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P,E. �! NOA No. 13-11I5.04 MIAM! DAD" COUNTY /% Expiration Date: February 20, 2019 ,t Approval Date: February 20, 2014 Page 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W13-25, titled "Series 7400 Vinyl Project Out Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 05/21/13, with revision A dated 01/20/14, 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 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 extruded vinyl equal leg,/fin/flange frame project -out windows, prepared by Element Materials Technology., Test Report No. EMT-ESP014635P, dated 10/02/13, signed and sealed by Ramesh C. Patel, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 08/13/13, prepared by AI-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. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 03/28/13, expiring on 12/11/18. 2. Notice of Acceptance No.12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 4. Notice of Acceptance No. 13-1203.02 issued to Deccuninck North America, LLC for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/20/14, expiring on 02/19/19. Manue Pere Product Control D anfl er NOA No. 644104 Expiration Date: February 20, 2019 Approval Date: February 20, 2014 ]J-1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, and compliance with FBC 2010 and of no financial interest, dated 10/07/13, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Approved Proposal issued by Product Control Section, dated 01/07/13, signed by Jaime Gascon, P.E., G. OTHERS 1. None. E-2 Manuel erezV Product Control Ex NOA No.13-11 Expiration Date: February 20, 2019 Approval Date: February 20, 2014 52 1/8" 52 1/8" m mew LOCKING POINTS INTERIOR FRAME WIDTH z INTERIOR FRAME WIDTH SEE CHART 13 3/8" _ m 13 3I8� -I_„ �WOY7. HEICHF KEFpERS O =4 3 6" MAX. MAX. 6" MAX. MAX. _ 1 r UPTO AT SASH k HEAD/SILL OA HEAD _._ HEAD/SILL AI HEAD - 17" - 1 +1 LIMIT MAX. WDW_ WIDTH TO 35" Q f N CORNERS 4 SILL y CORNERS 6 SILL rn 27" 2 - WITH 1 KEEPER u 3 � J In 5 yy�I Ir m .4 OLaD Iw u u u i' 1 4 POINT LOCK 8 JAMB ANCHORS -81 JAMB ANCHORS 4 p6 g/I6" REOD. FOR 6 46 9/16" READ. FOR = �� N HEIGHTS ABOVE 38" -- HEIGHTS ABOVE 38` O.L OPI D.L. OPG. I 50 1/8" 50 1/8" v 'O VLNI WNTH VENT WIDTH v' �I(n FLANGE FRAMES FLUSH FRAMES Q I p W n 0 _ 52 1/8- z I Va I=., N o INTLRIOR FRAME WIDTH m z o INDEXc'4 _ OF DRAWING I O n j 13 3/8" _ u SHEET ND. DESCRIPTION _ I S o 3 m 6" MAX MAX -__ 1 _ "GENERAL NOTES_FIANCE, FLUSH & FIN FRAME ELEVS. o Z Z v' HEAD SILL HFAD ___ 2 WINDOWS CAPACITY CIW([S __ _ I A 3. o '$ .-.- 3 GLA2INGDETAILS I� C)- .._.. ._ _. ... CORNERS SILL _. ._._._-- ... ..._ THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. I ! • m _ 4 & 5 -. FLANGE FRAME DETAILS SHUl1ER5 ARE NOT REQUIRED. f •. _ - r' a s _ _ 6 FLUSH FRAME DETAILS. W �I _ 7 FIN FRAME DETAILS SERIES-. 7400 VINYL PROJECT OUT WINDOW " / \ " 8 BILL OF MATERIALS _ _ .- -, ...... /�2 '� 9 EXTRUSION DETAILS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER w ,o 7_ %iI i� VERT AND FRAME CORNER CONSTRUCTION DETAILS CHARTS SHOWN ON SHEET 2. $ i Flo J $ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF P.O./P.O. OR PROJECT OUT WITH OTHER OAYLITE OPENINGS: WINDOW TYPES IN MODULES OF TWD DR MORE WINDOWS USING / II 11 \ `n MIAMI-OADE COUNTY APPROVED CLIPPED MULLIONS IN BETWEEN. - --- _--- - _ DLO WIDTH- INTERIOR FRAME WIDTH - 5.56J� LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL -- '--- OLD HEIGHT =INTERIOR FRAME IIEIG117 - 5.563" WILL APPLY TO ENTIRE SYSTEM. B2 JAMB ANCHORS - -�--- _-_-- - 7 46 9/16" READ. FOR c d THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE O.L. OPG. HEIGHTS ABOVE 38" ----- 0r. c h REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS 3' HURRICANE ZONE (HYHZ). 5D 1/8" i INSULATING LAMINATED GLASS WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER VENT WIDTH �— LOADS TO THE STRUCTURE. LLARGE-& SMALL MISSILE IMPAC. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS FlN FRAMES Engr: JAVAD ZIP AO .'- EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CIAL dppmwd. mmpI)I'z'ILh ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE F1cAE 35JaS92 flodd� Idinr c o y NOT PART OF THIS APPROVAL. TYPICAL ELEVATION18 S D.+la s e s A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. f^ 2Q1r R1 snI Ue4. :•rnduU C� � u ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. 11?'y.!A �X.p dra�no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT f " ` ; W13-25 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 of 9 r V 4 53 N z O z F INTERIOR FRAME DIMS IQi Ir �Q O� v G O&ac FLANGE FRAME O a 3 IMERiO_R FRAlAE DIMS Z - _ ......_._._�1 a a , i FLUSH FRAME N o N V INTERIOR FRAME DIMS I 0 - -- j 13 o� WI N ��No - fit n N O FIN FRAME Zz� 3 0 0 n O : �0¢w y U�� o I n c v- o p ry -o u o Engr: JAVAD AHMAD CIVIL 1pred usaom 11u N{lil lElP a 3 FlA PE f T7592 GAN, SSJa D 1 p Jlny plc Dl- NOAM GLASS CAPACITIES ON THIS SHEET ARE A1Iilmluaae.�ro'av'cl[lCo�Iml `" - BASED ON ASTM E1300-09 (3 SEC. GUSTS) 6jifll 2��f; By /%�y���dd&L�- 4j drOwingo no. AND FLORIDA BUILDING COMMISSION i W13-25 DECLARATORY STATEMENT DCA05-DEC-219 L J sheet 2 of g DESIGN LOAD CAPACITY - PSF INTERIOR FRAME DIMENSIONS CIA55 TYPES .,,GLASS A'Al', W. 'Bl' WIOiH HEIGHT EXT.(+) 1M.(-) 18-1/B° 36' 52-1/e" 25` 60.0 60.0 60.0 60.0 60.0 60.0 IB-1 TS-1/2' 36' 52-1 29w 60.0 fi0.0 60.0 60.0 60.0 60.0 60.0 60.0 18-1/8" fi DESIGN LOAD CAPACITY - PSP INTERIOR FRAME DIMENSIONS crass TYPES W. 'Al', 'B', 'BI' WIDTH HEIGHT E%T.(+) 1M.(-) 17' TJ' 29` 35- 41' 49` 52_ 17° 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 17` 23` 29° 35' 41° 49° ST• �• 60.0 60.0 -.60.0 60.0 60.0 _60A _60.0 60.0 60.0 _ 60.0 60.0 60.0 6DA 60A 17' 23" 29' 35' 41• 49. 52• 29° fi0.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.D 60.0 60.0 17" 23• 2s' 35' 41 • q9' 52' 35• 60D 6D.0 60.0 cD.o 60.0 fiD.a 60.0 60.0 60A 60.0 fio.o 6D.a 60.0 60.0 17' 23• 29• 35• 41' 49' 62' 38" 60.0 60.0 60.0 60.0 60.0 60.0 60.0 ff60O 60.0 60.0 fi0.0 17' 73• 29' SS' 41' 47' _ 41 60.0 fi0.0 60.0 60_0 60.0 fi0.0 60;0 fi0.0 fiD.0 60.D fiD.0 60.0 17• 23' 29' 35• Je' 47° 60.0 fi0.0 60.0 FA.D 60.0 60.0 60.D 60.0 6Q0 60.0 17• 2J' 29' S2` 60.0 60.0 60.0 fid0 6 3/16" ANN. GLASS .075" INTERLAYER SAFLEX CP BY 'EASTMAN CHEMICAL' OR .090'INTERLAYER SAFLE% CLEAR BY 'EASTMAN CHEMICAL' OR .090" INTERIAYER SENTRTGLAS BY 'DUPONT' 3/16" ANN' GLASS SILICONE m z Ln CE 1200 DOW CORNING 899 ' `\�DOW CORNING 995 o a W �7 GLASS TYPE 'A' 7/18. OVERALL LAN. GLASS 3/16" ANN. GLASS .075' INTERLAYER 3/8" AIR SPACE SAFLEX CP BY 'EASTMAN CHEMICAL' OR .090" INTERLAYER 3/16" ANN. CLASS SAFLEX CLEAR BY 'FASTMAN CHEMICAL' OR OR 3/16' TEMP. CLASS ,090" INTFRIAYER SENTRYGLAS BY 'DUPONT* 3/16" ANN. GLASS t SILICONE m GE 120D T DOWCORNING 899 DOW CORNING 995 ;I II IX I� I I CARD94AL XL �JJ 0 EDGE SPACER a L\ ST. STEEL I- 49 U W GLASS TYPE 'AL' I" OVERALL INSUL LAM. GLASS (L.M.I & S.M.I.) 3/8' AIR SPACE 3/16" TEMP. GLASS i (L.M.I ONLY) F i s a 0 K Y W HEAT STREN'D GLASS .075" MTERLAYER SAFLEX CP BY 'EASTMAN CHEMICAL' OR .090' INTERLAYER SAFLEX CLEAR BY 'EASTMAN CHEMICAL OR .090' INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D GLASS SILICONE CC 1200 \ �DDYI CORNING 899 %)OW CORNING 995 GLASS TYPE '11' 7/10" OVERALL. LAM. GLASS 3/I6" HEAT STREN'D GLASS .075' INTERLAYER SAFLEX CP BY 'EASTMAN CHEMICAL' OR .090" INTERLAYER SAFLEX CLEAR BY 'EASTMAN CHEMICAL' OR .090' INTERLAYER S ENTRYCLAS BY 'DUPONT' 3/16" HFAI STRFN'D GLASS SILICONE \ AGE 1200 n %\ DOW CORNING 899 DOW CORNING 995 G_gl. 4a-YPE '131' I' OVERALL INSUL LAM, GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' MUST BE TEMPERED. CARDINAL XL EDGE SPACER ST. STEEL N {m.Jn J NN U L• cy a� $� n O `'1 O c gaQps 19Fo- LLzN—j juME E � J En9r: JAVJAVAO AHMAD CIVIL I •� 3 FLA. PE / 70592 CA.N. 3538 ' App.v d as mmplytq nitp 11W Florid" c IItN1 A �i4- Date -[.� 3 n TiOA v° o fi Mipml Dndr"radnrl& ro(tn� drawing -C W13-25 slLaef 3 oT 9 a4 - CA) - C TYPICAL ANCHORS SEE ELEV. 1BY WOOD BUCK FOR SPACING SEE NOTE ON SHEET I e A S 101 TYPICAL ANCI SEE FOR SPI SEALANTS: AlJ JOINIS AND FRAME CONNECTIONS SEALED WITH SLONE SEALANT- iiL TYPI CALE HORS. .. TYPICAL ANCHORS J I� SEE ELEV. I r FOR SPACING WOOD BUCK FOR SPACING MLWI-MADE COUNTY APPROVED �u Z n MULLION do MULLION ANCHORS 0 SEE SEPARATE WA F EOGE N DISi. p p 0 a p$Iao �f TYPICAL ANCHORS FOR SPLLEV ACING 0 pp K a; 4t G IL .tJ�Mg ---_—_• WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. i 6 W � f I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM -- AND TRANSFER THEM TO THE BUILDING STRUCTURE. 5 ,•� TYPICAL ANCHORS: SEE ELEV. FOR SPACING I r 1/4" DIA. TAPCON BY 'ITW(Fu-120 KSI, Fy-92 KSI) 1/4' DIA, ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) p L5 n INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Is 0- 1 1/2" MIN. PENETRATION INTO WOOD W N THRU ]BY BUCKS INTO CONC. OR MASONRY n = w o 0 N 1-1/4" MIN. EMBED INTO CONCHEIE (HEAD/SILL) �NM � 1-1/4" MIN. EMBED INTD CONC. OR MASONRY (JAMUS) DIRECTLY INTO CONC. OR MASONRY $ z ;i 1--3/8" MIN. EMBED INTO CONCRETE (HEAD/SILL) o -U' 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) e p4 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMF-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") INTO METAL STRUCTURESI i STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6D63-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL D DISTANCE� INTO CONCRETE AND MASONRY = 2-1/2" MIN. a a , INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE. = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS I'c = 3000 PSI MIN. cv� o � C-90 HOLLOYI/FILLEO BLOCK AT JAMBS I'm - 2000 PSI MIN. c ' FLANGE FRAMES � 2JI —' "r Engr. JAVAO AHMAD I CML FtA. PF f 70592 II w,i22com 310 PP d PY S wi ld lie lJh ca.N ]SSB Floridn Bl NOAN__L o '� ..y' r MLvd tMtl. r�odua((lCmNrol �_ - - _"2- W13-25 v `� sheet 4 of 9 �v U N I H Z n J �o 1/4' MAX. INTERIOR FRAME WIDTH 1/{� MAX, T. — .,.._— _—_ _._. _ _ _ _ VV SNIM 1m7 TYPICAL ANCHORS 0' CI W © 410 REDD. FOR HEIGHTS Q y - Q ABOVE 38' ONLY la TYPICAL ANCHORS 1/4' SNUI SFF. ELEV- yyy� E7 E7 [8 REOD. FOR HEIGHTS MAX. FDR SPACING 3 TYPICAL ANCHORS __ SEEVELr ONLY — LL z .: REOD. FOR HEIGHTS FDR SPACING / S l7 N a -- �� OR W00 BUCK Q t'i x ABOVE JB' ONLY -- -- W a E SEE LLE6 D FOR SPACING I /0 RUCNR£ _ ( . .... OF _ __ it f _ __ ____ •.� ry cu L o la n ww 0 fOf n xx 4 H N Yfi I EE (9 E6 EXTERIOR N N �NM METAL D.L. OPG. STRUCTURE Z Z LL IBY W000 BUCKS, SEE NOTE ON SHEET 1 u� o NV.) MIAMI-DADE COUNTY APPROVED CLIPPED MULLIDN i & MULLION ANCHORS SEE SEPARATE NOA o g INTERIOR FRAME WIDTH INTERIOR FRAME WIDTH FLANGE FRAMES _ _ ; _ _____ _ _ _qu cou� _ _ _ _ _ _ _ Fngr.'dA LAHAND ayyroTrd mcOpt 40g MTh Uq, o _ .. FlA. PE J 70594 Q T•lorTJ�afc CAN. 3838 ClHalt - o n NOAtl it n o V r. Mlmnl Onde ProJu L%alml x TYPICAL ANCHORS REOD. FOR HEIGHTS IS YG fff----L•'�"-J�:'FyG� drOw)ng no - ABOVE 38' ONLY r7 SEE ELEV. W13—L5 rOR SPACING sheet 5 of 9 FLANGE AND FLUSH FRAMES CAN BE USED AT ALL ANCHORAGE CONDITIONS. Mm- INTERIOR FRAME %TOTH NS ]F_ Flo c 1 . TYPICAL ANCHORS REDD. FOR HEIGHTS SEE ELEV. FOR SPACING INTERIOR F E WIDTH E• 80, ,j U D TYPICAL ANCHORS .. s SEE ELEV. ^ FOR SPACING F.XTF. RI O R MIAMI-DADE COUNTY APPROVED CLIPPED MULLION & MULLION ANCHORS SEE SEPARATE NOA =]H�a> <: HL=- TYPICAL ANCHORS REDD. FOR HEIGHTS AROVE 311' ONLY J FLUSH FRAMES •� ng.. JAVAD AHM CIVIL apprmT:J Au mmplylagxilh lb! R.A. PE / 70592 FIorIJu D••Ilinp ofp CAN. 538 UaM1_� ••, r(Af� T:OAt1 t i Q a a i 11}s fl r-otrl(oCt,l./4nI(r/J1 Ml:u%t/�l o $ $ 5 f1UD ( W13-25 jraile: Q Cheel 6 of 9� U TYPICAL ANCHORS �� N SEE ELEV. FOR SPACING AI _ u •< TYPICAL ANCHORS: Z n a O FIN FRAMES: SEE ELEV. FOR SPACING z FW �' 06 SMS,/y100D SCREWS (GRACE 2 CRS) a a 6 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a --------- 1-1/4" MIN. PENETRATION INTO WOOD o E7 3/4" MIN. EDGE DISTANCE Oi pal7 E7 t� EI �rJfll 1 ti �0 I I 1/4' MAX. INTERIOR FRAME YIIOTH J f71Ngq0 a_ �( SHIM GAP Q w el f F I' I' 3/4- MIN. b I II E3 E7 EB n o O I I � oK EOG 1 1I DI I ........- N i N NO c3 ' III i a V) W o I I I•I 3NM u ;2' Ya I E4 Es Es F.X'I'F,RIOR l i ;I it n u b II I� I I I TYPICALANCHORS REOD. FOR HEIGHT S ARCVE38' i ONLY Pi .I SEE ELEY. (, FOR SPACING g I I M�-A R2 o- YI N E/O IT Y' C g9 Engr. J VAD C�ARtaD NVProvedave.mplpingnllhlh) PE 392� �Rfdnr Cal..&tCAN. 530 11^U Olt. APti10nde 1E ?p� gdrow\Ying nI`o3}fi. TYPICALANCNORS W13-25SEE ELEV. ` FOR SPACING sheet ] of 9 CODB PART No. DESCRIPTION 11ATSelAL MANUF. BSMARR9 F.1 Cq-1011 EQUAL LEG FRAAIF PVC OECEUNINCK NORTH AMERICA LLC. _- E2 CGI-1017 FLANGE FRAl1E PVC DECEUNINCK NORTH AMERICA LLC. - E3 CGI-1022 FlN FRAME PVC DECEUNWCK NORM AMERICA LLC. E4 Cq-1012 SASH PVC OECEUNINCK NOR1H AMERICA LLC. __- ES Cq-100B IG CLAZWC BFAD PVC DECEUNiNCK NORTH AMERICA LLC. E6 CGI-1025 MONOLITHIC GLAZING BFAD PVC DECEUNINCK NORTH AMERICA LLC. - - E7 Cq-804 PRAISE REINFORCEMF'NT - 6005A-T5 CCI E7(1TtUDER _ E8 GDI-803 50.9H REINFDRCEMENT (SMALL) 6005A-TS CCI EXTRUDER E9 CGI-806 S45H REINFDRCEMCNi (LARGE) 6005A-TS CCI EXTRUDER GENERAL ELECTRIC_ _ DOW CORNING MI SCS 1200 [LAZING SILICONE (7/2' X J/16' DEAD) GlA2WG SILICONE (1/2' % 3/16' BEAD) SILICON[ -,- M2 OOW 995 SILICONE MJ M4 MS D01Y B99 ClA21NG SILICONE (1/2' X 3/16' BEAD) OPERATOR OPERATOR TRACK AND SLIDER ASSCMDLY SILICONE OOW CORHINC OPTIONAL OPTIONAL OPTIONAL .DUROMLI�ER BSfS AT FIN FRAIAE AS REOD. -- AS REOD. AS REOD. 2 PER KEEPER - 2 PER HANDLE 2 PER GUIDE 2 PER SNUBBER 50.10,00.011 11576.92 TRUTH TRUTH iRUTH TRUTH RAOISSON INDUSTRICS - TRUTH RADISSON INDUSTRICS CGI EXTRUDER CGI CXCRUDCR -_-SCNLECEL _- --- M7 MB S265B 13.17.00.014(016) CASKET IIINGC ALT. HINGE SETTING BLOCK, 2 PER LITE MULUPOINi LOCK SYSTEM ALT. MUL7IPOINT LOCK SYSTETA FRAME SNUBBER SASH SNUE30CR 545H SEAL PRO7ECT0 WRAP VIATERPROOf'ING OR EOUN. 7 X 1/2' FLAT HEAD SMS -HINGE TRACK # 7 X 5/8' FIAT I1EAD SMS -HINGE SASfI ARM A 8 % 1' FLAT fIF.AD SMS - OPERATOR TRACK PAN HEAD SVS - HEEPER Q 10-24 X 9/16' PAN HEAD SA1S -LOCK HANDLE i B X PAN HEADSMS -TIE BAR GUIDES 1/2' FIAT ffFAD SUS - SNUBBLRS EPDAf IABA M9 BPRP-2101-26055(26G55) - - - 72-10039 MIO M1OA M13 M14 72-10040 0Y5-58D VINYL - M13 A117 S4 SS S7 58 C1 0 N n Z w F aa 00 o U a O Qp[ n Qw�lg�( �' 5 N v N I � OO u N = N � In N o Md 0 3 n Z 30 .� W O v U-21" (._ —:J VOIITE PVC EXTRUSIONS TO BE LABELED WITH AAAIA EXTRUDER CODE, EXTRUDER NAME, CITY, STATE AND 'MOCA'. it 8 cp o� u� m� a o� �c� O Enqr: N.YAD AHVAD •a CIVIL dPP�<d as complYin with IM FLA PE 705s2 FlorlJa U •Idin Codc �+ CAM. yy 3SJ6 NOAO M11(eml U/ade i'rodaot lonlml v° a o j } drowing no. J (( L 16 =✓ W13-25 shee(_8 uT 9 E2 FLANGE FRAME FLUSH FRAME FIN FRAME j�-7.169 �1 320 E7 FRAME REINFORCING 1.694 988 IIU�070 1.772 II .655 F�1.308� CE) VENT -1 ,601 .768 .580 _ 1 �— 1070 I F-1.180 -d E9 VENT REINFORCING F380 �1 .060- I I .82D .440-L�-�1 E8 VENT REINFORCING 1I 758 .050 •1�^- �___� 628 .866 .� .498 E6 GLAZING BEAD .2J0^ .fi25+ OJS 861 E5 GLAZING BEAD ONSUL. LAM. FRAME FLUS YEE U 0 �= aCL a O � WELDED n Co aao IIf J (7 (m9Q WELDED •r €nq, JAVAO ANAIAD 0ML A,, doo t4mplplcQ»tlL �b.• ! i \ F/A PE 1 70592 CAN. 3538 Fb, Rddl Co& 5e� G Q. AR 0 _ o 3 iI i /t �1drowi Mirl Dude Product Coolrol c (sheet 9 oi(sheet 9()