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HomeMy WebLinkAboutNOA; Series Targa 7500 White PVC Fixed Window} MIAMI•DADE MIAMI DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINMTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ._nyw.mia.e midadeov/economv 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 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 Hurricane Zone. DESCRIPTION: Series "Targa 7500" White PVC Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W13-20, titled "Series 7500 Vinyl Fixed Wdw. (L.M.I./S.M.I)", sheets 1 through 8 of 8, dated 05/10/13, with revision A dated 01/20/14, prepared by Al- 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. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination .and removal of NOA. 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 I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.T. MlAtj,lip DE COUNTY NOA No. 13-1115.05 Expiration Date: February 20, 2019 Approval Date: February 20, 2014 Page 1 CGI Windows & Doors Y NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS • 1. Manufacturer's die drawings and sections. 2. Drawing No. W13-20, titled "Series 7500 Vinyl Fixed Wdw. (L.M.I./S.M.I.)", sheets I through 8 of 8, dated 05/10/13, with revision A dated 01/20/14, prepared by AI- 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 fixed windows, prepared by Element Materials Technology., Test Report No. EMT-ESP014633P, dated 10/22/13, 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 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. 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 Deceuninck North America, LLC for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/20/14, expiring on 02/19/19. ,f l Manuel Pqrez,4' +. Product Control 1 xanth r NOA No. 13- • .05 Expiration Date: February 20, 2019 Approval Date: February 20, 2014 E-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 10/22/13, issued by Al-liarooq 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. Manuel Pe - , E. Product Control xami er NOA No. 1J` .05 Expiration Date: February 20, 2019 2 Approval Date: February 20, 2014 E� 5� FALSE MUNRNS (SURFACE APPLIED) MAY BE USED 7 1/8' MAX. HEAD SILL w - 42 9/16- ELANGE FRAM THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPZT.1 SHUTTERS ARE. NOT REQUIRED. SERIES 7500 VINYL FIXED LYINDOi9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED CLIPPED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LDADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 6' MAX. cz. u 7 x e � e m o t z FALSE MUNTINS (SURFACE APPLIED)-� MAY BE USED ELQ5H TYPICAL ELEVATIONS _ INDEX OF DRAWING SHEET NO. OESCRIPIICN 1 GENERAL -NOTES. FLUSH &FIN FRAME ELE:VS. _ 2 _ WINDOWS CAPACITY CHARTS _ _J GLAZING DETAILS __- 4 & 5 FLANGE FRAME DETAILS _ 6 FLUSH FRAME DETAILS 7 FIN FRAME DETAILS 8 BILL OF MATERIALS, EXTRUSION DETAnLS FRAME CORNER CONSTRUCTION DETAILS 7 -3m V -__ 42 9/16- O.L. OPG. FIN FRAMES DAYLITE OP NIN 4 DLO WIDTH = INTERIOR FRAME WIDTH - 4.4375" 01.0 HEIGHT INTERIOR FRAME HEIGHT - 4.4375" LAMINATED GLASS INSULATING LAMINATED GLASS �� -LARGE & SMALL MISSILE IMPACT 1 — Eigr. JAVA.� AMAAD o '� CMl . . F1A PC i 7 92 C. 35 ApyroYed of MaplylpAN46fQU F1�rWn OIIC 4BApA�20 ra1A t7G 1IIT e g � )f i L C�ll!L2�'./�• drowmg no. }fly! 14 W13-20 sheet T of 81 c DESIGN LOAD CAPACITY - PSF INTERIOR FRAME DIMENSIONS I GLASS TYPES A', & 'AI', GLASS TYPES D.. & '81'. WIDTH LENGTH EXL(+) If4T.(-) M.(+) ANT.(-) 18-1/8• 25-1/2' 36, 41' 47' 52-1/8• 25" 50.0 50.0 80.0 80.0 50.0 50.0 80.0 80.0 50.0 50.0 80.0 80.0 S0.0 50.0 50.0 50.0 50.0 50.0 ROM 80.0 80.0 80.0 80.0 80.0 18-1/8" 25-1/2' 36" 41' 47' 52-1/8- 37-3/8• 50.0 50.0 _ _50.0 50.0 50.0 50.0 SOLO 50.D L0.0 _5_0.0 50.0 80.0 80.0 _ 80.0 80.0 8D.0 80.0 90.0 80.0 80.0 80.0 50-0 8D.0 60.0 18-1/8" 25-1/2" 36" 41' 47' 52-1/6' 49-5/8' 50.13 50.0 5).a 80.0 _ BOA _ 60.0 80.0 50.0 50.0 50.0 50.0 50.6 _BOLO 80.0 _ 80.0 86.0 _ 80.0 B0.o 75.8 S0.0 50.0 50.0 50.6 75.8 18-1/8" 25-1/2" 35" 47' 58•50.0 _50.0 SOLO 'a.0 50.0 80.0 80.0 ]D,.,l"0. o BOO SOA BOLO.041' 90.0 BOLO 50.0 S0.0 SOLO IS- 1/8- 2s-1/2' 36" 41" 47• 62• 50.0 Solo 50.0 50.0 50A 50.0 50.0 50.0 SOLO __ 50.0 80.0 80.0-SU.0 80.0 __POLO 80.0 80,0 80.0 SO.o 80.0 18-1/8' 25- 1/2• 36" 73-1/4- 50.0 S0.0 50.0 60.0 80.0 80.0 BO.0 BOLO 80.0 80.0 50.0 50.0 18-1/,,- 25-1/2• J6" 7� 50.0 SOLO 90.0 50.0 50.0 ,- 50.0 80.0 - 80:0 - SOLO 80.0 _ BO.a _ � BOLO L NOTE: WIDTH AND LENGTH DIMENSIONS CAN RE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. DESIGN LOAD CAPACITY - PSF INTERIOR FRAME DIMENSIONS GLASS TYPES 'A', & 'Al', GLASS TYPES 'B.. & "91", WIDTH LENGTH EXT.(+) I 1 W.(-) E%T.(+) 1 W.(-) 23" 50.0 50.0 80.0 80.0 29" 50.0 50.0 80.0 80.0 50.0 S OLO BOLO BOLO 35" 41' 47• 50.0 50.0 BOLO BOLO 47' _ SOLO 50.0 _ 80. 80.0 53" 50.11 s0.a 80.0 80.0 59" 50.0 50.0 S0.0 80.0 23" 50.0 50.0 80.0 80.0 29' 50.0 50.0 8D.0 80.0 35' 41' 53' 50.0 S0.0 SOLO SOLO BOLO BOLO BOLO BOLO 47- S0.0 SOLO 80.0 80.0 53" SOLO _ 50.0 _ 70.9 70.9 23" 50.0 80.0 80.0 29" 60.0 80.0 50.0 80.0 35" 62' [.50.0 50.0 50.0 80.0 80.0 11" 50.0 50.0 BOLO BOLO 47" 50.0 500 80.0 _ SO.O 23• 50.9 so 80.0 80.0 29 35' �• SOLO 50.0 50.0 50.0 80.0 80.0 80.0 80.0 41" 50.0 1 50.0 80.0 80.0 23' 50.0 50.0 80.0 80.0 29" 35" 71' 50.0 50.0 50.0 50.0 BD.O 80.0 80.0 80.0_ 4f" 50.0 50.0 80.0 _ S0.0 23" 50_.a _ 50.0 eo.0 eo.0 29" 77" SOLO SOLO BOLO__ BOLO 35- 50.0 SOLO BOLO _ BOLO WIDTH WINDOW W �'ADIH YA,�_ NDO_W _WID� WIDTH Wj I C(D)3i} I 3 WINDOW WIDTH WINDOW WB)TII WINDOW V110TH 11, nn�- On 3 0Y! YlIDTH I�• WINDOW YIIDTH WINDOW WIDTH I I .I_ 1 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE. WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPE ANCHOR SPACING AT GEOMETRIC SHAPES; ALL ANCHORS ARE SPACED AT 6" FROM CORNERS/WELDED JOINT ENDS AND 7- 1/8" O.C. INTERIOR FRAME DIMS r- ---I FLANGE FRAM - INTERIOR rRAME DIMS, - a FLUSH FRAME INTERIOR FRAUE DIMS FIN FRAME NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSIS). CIYA FA PE / 70592 CAN. 3538 APpmvcdlucomplylog*RAfQfi Fk ld e(ding bate NOAI_ G Ailnml On a Pcudua Loji,pl 11t Hill �• iJ 4.0 drawing no. W13-20 f 3/16" ANN. CLASS 33//16" ANN. GLASSOR DR 3/I6" HEAT STREN'D 3/16" HEAT STREN'D Lm 075' INTERLAYER z -- k z SENT' INTERLAYER OR CP BY 'EASTMAN CHEMIGL' SAFLEX CLEAR BY 'EASTMAN CHEMICAL' 13 1 a SENT" CLAS INTERLAYER G c 0 SENTRYCIAS B1' 'DUPONT' 3/16" ANN. GLASS 09 U OR 3/16' ANN. GLASS IL 3/16" HEAT STREN'0 OR , F a 3/16" HEAT STREN'DSILD Z m GE 120EONE 1= F SILICONE O f m f DO\'// CORNING 899 ? F. -CE 120E a V CORNING 995 g ,I I DOW CORNING 899 Q a @ a0 \ iv ca I I1 DOW CORNING 995 ()yo i- - \1 to jzy p, a 0 o QwelS �( w F I X I CIf_SS TYPE 'A' w GLASS TYPE 'B' I '^ 7/16' OVERALL LAM. CUSS 7/16' OVERALL LAM. CLASS n z Ow 3 3/16' ANN. GLASS 3/I6' ANN. CLANS OR OR 3/16- HEAT STREW'D N 52 3/16" HEAT SIREN" N N 3 7 3/8' AIR SPACE 3/8" AIR SPACE- .075" INTERLAYER Sz �O .090" INTERLAYER SAFLEX CP BY 'EASTMAN CHEMIGL' N Z L N SAFLEX CLEAR BY 'EASTMAN CHEMIGL' OR 3 p o .090' INTERLAYER LL 3/16" ANN. GLASS 3/I6" TEMP. GLASS SENTRYGLAS BY 'DUPONT' OR. 3/16" TEMP. GLAS$ 3DRI6" ANN. GLASS 3/16" ANN.. GLASS 3/I6" ANN. GVSS ('�j' U.. 3/16" HEAT STREN'D OR C. 3/I6" HEAT STRFN'D zGE m SILICONE SILICONE N i200 CORNING 899 N GE 120E DOWW OOW CORNING 995 ' .I DOW CORNING 699 N �I ` DEW CORNING 995 I it � it d O - CARDINAL XL p --- - --! CARDINAL XL Wn EDGE ST. STEEL K —EDGE SPACER n z r, 6: u6 Sf. STEEL F a o W w GLASS TYPE 'Al GLASS TYPE 'B i' 1' OVERALL INSUL. LAM. GLASS I" OVERALL INSUL. LAM. GLASS rt (LAI ONLY) EmgJAVAO AHMAO u •� CIVIL 4pprovcd no complying Mob tW i r1A PE 1 70592 FTarld�c Ing 'ode CAN. 3536 Uate_ r N 1 5Q" E (S.M.I.) Nonri e V IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING h11�%I Da e7roduct Co 1 ' EXTERIOR PLY OF GIASS TYPES 'Al' & 'B1' MUST BE TEMPERED. TTy_,y"Y/ •1 i%t4C>, 1 d ingo no. DIST. IBY W000 BUCK SEE,'NOIE -ON SHEEP �e 4 a: - O B TYPICAL ANCHORS SEE ELEV. FOR SPACING •:.tea Ii e: • G J ttPICAL ANCHORS SEE FOR ELEV. SPACING Lq�r MMI-DADE COUNTY APPROVED Z MULLION & MULLION ANCHORS 0 ,� SEE SEPARATE NOA :DGE DIST. e f a F L; IC 0.. il 01�= h O ao O 4Wrc i,r �n�na L) ITPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. `SEE ELEV. SEE ELEV. FOR SPACING QI Q j 3 0 O 1' FOR SPACING FOR SPACING • WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW Q w MUST SUSTAIN LOADS IMPOSED BY GLAZING LAND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANTS: TYPICAL, ANCHORS: SEE ELLV. FOR SPACING �• AIL JOINTS AND FRAME CONNFCfIONS SEALED WITH 1/4 OIA, TAPCON BY 'RW' (Fu=120 KSI, Fy-92 KSO J SILICONE SEALANT. 1 4" DIA. ULTRACON 8Y ' 1 rn' - / (Fu-177 KSI. Fy=155 KSI) _ 'zo 10_ n O n INTO 29Y WOOD BUCKS OR WOOD STRUCTURES U l I --1/2" MIN. PENETRATION INTO WOOD X • THRU iBY BUCKS INTO CONC. OR MASONRY W. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3:: �I 1-1/4" MIN. EMBED INTO CONC, OR MASONRY (JAMBS) , s O DIRECTLY INTO CONC. OR MASONRY Z z i.'. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1 W O o n U 1114 SMS OR SELF DRILLING SCREWS: (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES I I j STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) ' ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 8: (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `o W TYPICAL D DISTARU c Ie INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOL) STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. C22 •�°-� o CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. nt C-90 HOLLOW/FILLED BLOCK -AT JAMBS Pm a 2000 PSI MIN. '� c _ FLANGE FRAMES Enyr. JAVAD ARM I •t CIVIL 'Applp� I, corn I Ic uI! � I � FIA PE / 38 mlida r.+ P 7' 8 TA(�i AN. 3538 e - Dnle � ' o NOA�� j g E It •. M1AJn• OyJe:'rnd IC. J OY..P C'yU �'• D TYPICAL ANCHORS JAD 4 2014SEE drOwln9 no. L--:Zef _ ELEV. 3-20 FOR SPACING 1- (sheet 4 of 8 r. MAX--, r _ INTERIOR FRAME VADTH 1/4- LM. IM -• _ SHIMS TYPICAL ANCHORS "— - -- -- SEE ELEvTYPICAL ANCHORS -- — --��� I fOR EE ELEV. FOR SPACING ) / SPACING E4 _ _ N ' A• W OU --_ W EXTERIOR o P METAL D.L. OPC.. .. .. STRUCTURE ---- IBY VIDOD BUCKS SEE NOTE ON SHEET 1 INTERIOR FR E WIDM f MMM1-p DE COUNTY APPROVED CUPPED MULLION do MULLION ANCHORS SEE SEPARATE NOA INTERIOR FRAME VAUTH SPACING 1 /4' CHIIJ LJl 1. 1 1 J__LJ [FLANGE FRAMES —� r I Endr: J.\VAU A IMA6 o t CIVILnaprovedycamPLYid8n1Wt6v FtA. PE ) 0,902 FIuFWA dp 1 C.A.N. A738 \ Ho 9 MOAN is - J F•o1 lin�fr T'rnAutt Cun11a 014 Alk drowing no. / ' W13-20 ��� lshuut 5 or e TYPICAL ANCHORS SEE ELEV. EDGE DISL FOR SPACING 3 ed • d JA ^ � ae %� E4 d b - dI ' - 5 " v • TYPICAL ANCHORS - SEE ELEV. FOR SPAC14C FIA1.1E AND FLUSH FRAMES CAN BE AT ALL ANCHORAGE CONDITIONS. 1/4- MAX. _ INTERIOR FRAME YIIOTH SHIMS -` CET TYPICAL ANCI —SEE ELEV. FOR SPACING EXTERIOR MIAMI-DADS COUNTY APPROVEO CUPPED MULLION k MULLION ANCHORS SEE SEPARATE NOA INTERIOR FRAME NIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING U n Z J 2 H a p c o Q�u �o �I p a 0 Oaao ----- 5 VI \ m 1 z � a N ou � O W V1 s O n ZZ w �90¢ 14 m w i FLUSH FRAMES I E JAU AHMAD C•r �q.. VAML `.ftppravcd aJ caroPbiRBT+itL t ;, r FLA. PE j •0597 florldn UIr :lln Code CAN.3558 r:crAe F�:.. � •� rsl::�ni i, :,h .^rmu�r I T�IrA '� �' drovrin no. () _ sfieet 6 of 8 f TYPICAL ANCHORS SEE CCU. FOR SPACING 11� M5 z •Y I TYPICAL ANCHORS- Z i FIN FRAMES' SEE ELEV. FOR SPACING is SM_s/WODD CCRFWS (GRADE 2 CRS) IL o INTO2BY WOOD BUCKS OR WOOD STRUCTURES o a � 1-1/4" MIN. PENETRATION INTO WOOD R G LL 3/4" MIN. EDGE DISTANCE V O&Q8o I' 0��° h q E4 f Q � 4 Z ((�yy JpL W r1 F I' I' II II I � i I 1/4" LAX. INTERIOR FRAME VIIDT14cif SHIM GAP O Li z Ow ai �I 3/4" MIN. i 3 p O W 3NM b O to o 0 oZ;� J n n EDG E4 I wI o = DI l�J 8 I I - I 'I II II EXTERIOR a� I II I� ', E4 `LJI SEEELEV.TYPICAL ANCHORS SEE FOR SPACING m SPACING Dio B2 FIN FRAMES l Engr. JAM AHMADavi•. M PEE d%-7D592 N!AiAXT'a Al romilbigg%fib TQV •d CAN. 3535 FloriJ tdinC pdc 0 0 N Ail T i� n i a MOAN M1. I U IJe 7roGuct Cop�ml �--_ --Y M5 .IAN �f By� c dravling nD. TYPI EE ELEV.SPACANCHORS t% W13-20 C. 7 Df B r —3.824— ^j 758 _ 1.909 1 . .060 .866 ✓ 628 2.719 1.589 .498 1.418 GLAZING BEAD (LAM. GLASS) l°.J FLANGE FRAME 1.904 y 2.219 1 4 1.589 1.418 3.250 . .-3.824 E2 FLUSH FRAME J.824 --- 1.904 �{ 2219 1.589 1.625 1- —J.824— FIN FRAME .2J0 r ' 1� .OJS 861 Ll GLAZING BEAD (INSUL. LAM. GLASS) -� 681 .050 J22 CEO SCREW COVER CODE PART No. DESCRIPTION MATERGL MANUF. REMARKS Et E2 CGI-1000 CGI-TO13 EQUAL LEG FRAME PVC OECEUNINCK NORTH AMERICA LTC. FD4E FRAME PVC OECEUNINCK NORTH AMERICA U.C. EJ CCI-1018 fW FRAME PVC DECEUNINCK NORTH AMERICA U.C. E4 CGI-1003 SCREW COVER IG GLAZING BEAD PVC DECEUNINCK NORTH AMERICA L-C. DECEUNINCK NORTH AMERICA LLC. E5 CGI-1o08 PVC E6 CGI_1025 7/16' MONOUTHX: GLAZING BEAD PVC OECEUNINCK NORTH AMERICA U.C. 611 SCS 1200 GLA2INO SILICONE (1/2" X 3/16- BEAD) SILICONE GENERAL ELECTIC M2 L15 M6 OOW 995 OOW 899 GLAZING SILICONE (1/2` X J/1W' BEAD) CLAZING SILICONE (1/2` X 3/16' BEAD) PROTFLTO WRAP WATERPROOFING OR EOUN. SETTING BLOCK, 2 PER LITE SILICONE DOW CORNING DOl'7 CORNING SILICONE AT FIN FRAME DUROMEfER 85t5 WHITE PVC EXTRUSIONS TO BE LABELED WITH AAMA EXTRUDER CODE, Q c EXTRUDER NAME, CITY, STATE AND 'MDCA'. {L T H .0 WELD[[) :RS HUA. UN SUUAHL WINDOWS CIRCULAR WINDOWS FRAME CORNE$$ � I \ �P J M » i O L] O f p � � C 2 N se 0,0 % N s O Z��� ^ 3 0 t3 o Z c�oa W Czr Erg, JAV, AHMAD i I ': CINL ApprovcU ar cOmplyluR xllL lhs FLC N 70592 FIorIJld �Dnl Cats _ S. CAN. J51J8 NOAN_t � M1�iloal UaJr Pmducl('onllp{ o `n o u drawng no. i U!l3-20