Loading...
HomeMy WebLinkAboutNOA-FIXED WINDOWSAS MIAMI-Du4DE NNV, DEPARTMENT OF PERMITTING, ENVIRONMENT AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO� CGI Windows & Doors 10100 NW 251h Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable r materials. The documentation submitted has bee Product Control Section to be used in Miami De Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration Section (In Miami Dade County) and/or the AB to have this product or material tested for qua perform in the accepted: manner, the manufactu immediately revoke, modify; or suspend the use reserves the right to revoke this acceptance, it Section that this product or material fails to meet This product is approved as described herein, an. Code, including the High Velocity Hurricane Zo DESCRIPTION: Series 11130 Sentinel « Alum APPROVAL DOCUMENT: Drawing No. Wl (S.M.I.) (L.M.I.)", sheets 1, 1. 1, 2, 3, 4, Sand 6 c prepared by Al-Farooq Corporation, signed and County Product Control Revision stamp with the Miami Dade County Product Control Section. MISSILE IMPACT RATING: Large and Sri LABELING: Each unit shall bear a permanent model/series, and following statement: "Miami4 noted herein. RENEWAL of this NOA shall be considered of no change in the applicable building code negate TERMINATION of this NOA will occur after . in the materials, use, and/or manufacture of the F of any product, for sales, advertising or any other to comply with any section of this NOA shall be ADVERTISEMENT: The NOA number pry followed by the expiration date may be displa3 displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shal. distributors and shall be available for inspection 'This NOA revises NOA # 11-0303.03 and consi as approval document mentioned above. The submitted documentation was reviewed by P APPROVED AND REGULATORY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 es and regulations governing the use of construction - reviewed and accepted by Miami -Dade County PERA - e County and other areas where allowed by the Authority late stated below. The Miami -Dade County Product Control f (in areas other than Miami Dade County) reserve the right ity assurance purposes. If this product or material fails to er will incur the expense of such testing and the AHJ may of such product or material within their jurisdiction. PERA it is determined by Miami -Dade County Product Control the requirements of the applicable building code. has been designed to comply with the Florida Building. Fixed Window - L.M.I. 1-02, titled "Series 130 Sentinel Alum Fixed Window "6, dated 01/30110, with revision D, dated 10/10/11, caled by Javad Abmad, P. E., bearing the Miami -Dade Notice of Acceptance number and expiration date by the Missile Impaet Resistant l with the manufacturer's name or logo, city, state, County Product Control Approved", unless otherwise er a renewal application has been filed and there has been ely affecting the performance of this product. ie expiration date or if there has been a revision or change -oduct or process. Misuse of this NOA as a.h endorsement purposes shall automatically terminate this NOA. Failure muse for termination and.removal of NOA. -eded by the words Miami -Dade County,:.Florida, and A in advertising literature. if any portion pf the NOA is be provided to the user by the manufacturer or its t the job site at the request of the Building Official. Fs of this page 14 and'evidence pages E-1 and E-2, as well Cannel Perez, P.E. NOA No.11-1031.06 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 Page 1 p y � W o•��ZG A+ 4 a�•qq �� V ISZD L '• o •��. 0 o� 46 1 CGI Windows & Doors A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W10-02, titled Series 130 Sentinel Alum Fixed Window (S.M.L) (L.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision D, dated 10/10/11, prepared by Al —Faro I q-Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltra 'on Test, per FBC, TAS 202-94 2) Uniform St is Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missi�e Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per, FBC, TAS 203-94 along with marked —up drawin s and installation diagram of mullion, prepared by Hurricane test Laboratory, LL , Test Reporf No. HTL-0080-0103--10, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NO, A No.10—0510.13) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007 and FBC-2010, prepared by A Farooq Corporation, dated 02/28/11 and updated on 10/10/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM �1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-0624.02 issued to E.I•. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas,6 Interlayer" dated 08/25/11, expiring on 01114/17. 2. Notice of Acceptance No.11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color inter4yers" dated 05105111, expiring on 05/21/16. 3. Notice of Acceptance No. 08-1224.04 issued to Solutia, Inc. for their"Saflex Composites Glass Interlayerlwith PET Core" dated 02/25/09, expiring on 12/11/13. Manuel , P.E. Produet7Contr Ex finer NOA No. 11-1031.06 Expiration Date: September 22, 2015 Approval Date: January 12, 2012 E-1 CGI Windows & Doors F. STATEMENTS I.- Statement letter of conform4nc financial interest dated 10/06/1 by Javad Ahmad, P.E. 2. Laboratory compliance letter fi Hurricane Test Laboratory, LL Abraham, P. E. (Submitted. under previous NC 3. Proposal No.'09-0032 issued b Narciso. ' - (Submitted under previous NC G. OTHERS 1. Notice of Acceptance No. 11. their Series 11130 Sentinel' A] and expiring on 09/22/15. complying with FBC-2007 and FBC-2010 and of no issued by Al-Farooq Corporation, signed and sealed Test Report No. HTL4080-0103-10, issued by dated March 30, 2010, signed and sealed by Vinu J. I No.10—0510.1 3) BCCO, dated October 22, 2009, signed by Renzo i No.10—0510.13) issued to CGI Windows and Doors, Inc. for Fixed Window — L.M.I. approved on 03/21/11 Mii ueyferkz, P.E. Product Contr E miner NOA No.11-103.1.06 Expiration Date: September 22, 2015 E-2 Approval' Date: January 12, 2012 FALSE MUNfINS (SURFACE APPLIED) FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME TYPICAL ELEVATIONS B" U SRmw �UF�• ANCHOR SPACING SHOWN HEREIN APPLICABLE Na TO FLANGE AND FLUSH FRAMES. IL N IL N o d SEE SHEET 1.1 FOR FIN FRAMES, �. a PRODUCT REVISED ns cumplyi15g with the Florlda d li Building Code Acccptonce No �' (7 :3 ,R a d 0 w m) 0 Bzpimtioa Date 15 G m Q < I] II II II 11 By Miami adeProduct aV �y�m 3 ---------1'---- 96" w LL li BUCK HEIGHT a E D.L. OPG. Q Q w ^m s o____�� ----it ----- w ' -4 it---- ze rraii � 11 II e' J c u lI 3 o V O ul 8" �• � � 117" MAX, in 0 3 ..,mn, RTER CORNERS '� STRAIGHT Z Z IFS SIDES} o 0 Z) m -WINDOW WIDTH , -WINDOW WIDTHWINDOW , SERIES 130 SENTINEL ALUMINUM FIXED iYINDOW � � 1'IINDO � W. WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER r — , r CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS I o o i N Q OF FIX./FIX. OR FIX. WOW. WITH OTHER MIAMI—DADE COUNTY 3 3 3 APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS 3 3 I IN BETWEEN. L J L _ _ J LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WINDOW 1 1 DOW WIDTH I WINDOW WIDTH W. WIDTH. DAY ITOPENINGS: o o WILL APPLY TO ENTIRE SYSTEM. _ _ _ D.L.O. HEIGHT BUCK HEIGHT — 3.00" r =^�M- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE r , I- — -1 — — I I D.LO. WIDTH BUCK WIDTH - 3.00" o m o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY i 9 $ c d HURRICANE ZONE (HVHZ). % j j , v< m u c WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 3 3�� 3 LOADS TO THE STRUCTURE, o o i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS Engr.,J Cm4AFLMAD.; • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. L J FIA.'PE @@�� weer OE LAM. GLASS a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE C.A.N.'3538 .JNSULATING LAM.GLASS D NOT PART OF THIS APPROVAL HITTERS ARE SNOT ER REQUIRED. LARGE &SMALL MISSILE IMPACT. SMALL MISSILE IMPACT s A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GE MISSILE IMPACT �— MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE ®.9 =i;g— COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE VERIFlED BY INSCRIBING PICTURE WINDOW SHAPE WffHIN SQUARE OR RECTANGLE AS `'REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. SHOWN IN DOTTED LINES AND OQTAINING ALLOWABLE LOADS FROM THOSE SHAPES. Ij ii I i I i �i ii ii •�\\\ li it I I� �I 11\\�• �I I� ____- I I 16" MAX. c STRAlGM T y SIDES a m m E �3 v� C o� !I II\\\• �I I� y rn II II II II I I a 0 � �p y � 16° MAX. 6" MAX. STRNGM JAMB N� SIDES CORNERS m� •N • I �y �v F tom• V1 C a c—a date: o1-30-fo O scale: 1/2'=1'-D• O I\) 9 chk by n0 0 e escrl IOn A D8.13.10 1 NO CHANGE THIS SHEET B 09.13.10 NO CHANGE THIS SHEET C 02.28.11 NO MANGE THIS SHEET D 10.10.11 NO CHANGE THIS SHEET li Ii it I II I II I� II �I 11 ,L-----31- =-I Tr w m II II 'll II II a _ _ J -___ �-____-_ I�----=�j�-===-�' i; II ,I HOC O 16" MAX. 6" MAX. 46" S)RAIGM JAMB RI� BUCK HEIGHT SIDES CORNERS SERIES 130 SENII�EL ALUM FIXED WINDOW (S.M. CGI WIND0 S & DOORS 10100 N.W. 5TH STREET MIAMI, FL. 33172 TEL (305) 593-6I590 FAX. (305) 593-6592 AL-FAROOQ CORP. ENGINEERS & PRODUCT DEVE 1235 S.W. S7 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX. (305) 6" MAX. JAMB CORNERS m f c 8L69z9z (sOz) 7Md OOTeS 9z (SOS)'l31 VISE£ VO[UO'13'IW VIW 3AV LS'M'S S= 1N3Wd093A3010([oOUd 9S?M NION3 'dMO3 bOOUVd--IV av --,� w ^ 01--Ok000oomoom� o 0 0 0 0 0 0 0 0 00 0 0 m ro m m m ro m m m o m m .F. 6 6 v � 3 a m A m C N N •mh V v N N M !m�] e N N M M 3 � z o w J ^ cwD Z699-£69 (90£) 'XV.i OB 9-£6S (SOS) -M ZL L££ 1A 'IPWIN M EMS H4Z ''N OO LO L SUooa V SMOONiM 103 W'S) MOGNIM 03XIJ YUM 13NRMS 0£l S30S O O W Y W m a pl L.!OI' :Rq lP-0£-l0 ayp o� tIngi ;dd C 133H5 SIHL 3DNVH7 CN L['Ol'Dl 0300V 9215 'MOM Ll'fZ'ZO 133N5 SINL 39NNFC1 ON Ol'fl'60 i33H6 61HL 30NYIp ON O['£l'80 uol uosa a o 0 0 0 o akl .rm o o o o n orn o 0 m ^ 0101d � m m d m m rir:•co n r n 0 m m 0 om m ri n m- m m m n m F v o 0 0 m i4 0 0 m 0 0 m m 0 0 m ro m 0 001- 0 0 m 0 o m m% a a n d 7 n n 0 0 om m 0 o m o n o n. m o n m o a m m o r o m n jl V O O O O O O 0 0 •'; 0 0 0 0 0 0 0 0 0 0 n n O m O O rn n M O V O Om m Om Om 0 m m O O ry m G h m r L� 1� I O m m� 4 t0 m 0 m m.. 6 6 O G m m m � m� m' Q� O m O m n m in v O O �� 0 0 O m m O M m ip 0 0 ul m 0 0 m m 0 0 m m M m m O O m v In O a m O rn m r l'l n ro m � - q6 Q I n w 5 � 5 G m N 'm t0 m N m I� � lV m •Y a ip 'O N � �' GD N ¢l w a r O 1 I a l m N l 1 n 1 N n O H m n I T m fp n O I I ro v l m m 5� In � m N N r pNl N N r N Iq N ro c m n v 4 ;L � N m � N 0 1p N ' < Q v N •m p em N em I I n v l it n a I I 1 n v I to i I 1 I ro a I m i q I M a I N v O O O O O O O O O O O N MI? M m 0 I O cy NI n m m m n m �O a m m m n m � F y V o G o 0 0 0 0 m � I a a U Z • v � c J a O N N m a ra NS N N Mml ^a a n n F N h � a N NIN N M a' a pIN N em'f � �IN N h< YI Ea w J 1-- 3 ' 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS .075' PVB INTERLAYER .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' VANCEVA COMPOSITE BY 'SOLUM OR OR .090" PVB INTERLAYER .090" PVB INTERLAYER By IIIC BY 'SOLUTIA' SAFl.IX IIIG BY 'SOLUM' OSAFLEX OR .090" SGP .090" SGP IN BY 'DUPONT' 11Y 'DUPONT' 3/16" HEAT SIREN'D GLASS 3/16" HEAT STREN'D GLASS SILICONE GE 1200 �` SILICONE GE 1200 DOW C NG 899m DOW CORNING 899 I. DOW CORNING 995 y j I DOW CORNING 995 1 III 1 \ M 11 II Q ii i a" GLASS TYPE 'C' GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS (L.M.I. & S.M.I.) 7/16' OVERALL LAM. CLASS — "GLASS — PVB IN1fERLAYFJI 3/8" AIR SPAVA COMPOSITE BY 'SOLUTIA'3 8' AIR /PVB INTERLAYER 3/16" HEAT STREN'D GLASS IIIG BY 'SOLIlIIA'3/16" HEAT STREN'D GL SGP Ir LAYER JVAN UPONT'3/16" HEAT STREN'D GLASS SILICONE GE DOW1 C RNING 899DOW CORNING 995V) a 0 W w GLASS TYPE 'Cl' 1' OVERALL INSUL LAM. GLASS (L.M.I. ONLY) HEAT STREN'D GLASS .075" PVB INTERLAYER VANCEVA COMPOSITE BY 'SOLUTW OR .090" PVB INTERLAYER SAFLEX IIIG BY !SOLITIA' OR .090" SOP INTERLAYER BY 'DUPONT' V3,116' HEAT STREN'D GLASS SILICONE GE 1200IDOW CORNNG 899 DOW CORNNG 995 wE, pxj CLASS TYPE 'DI' 1" OVERALL INSUL LAM. GLASS (S.M.I. ) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPES 'Cl' & 'Dl' MUST BE TEMPERED. SII GE DOW CORNIN DOW CORNIN_ to4U 0 G Ot v ci � en1 a0>m o 0 DZ . T Q w (n m �U' M Z. I II T Z y fa Ow o� E z 3NM'� O 1M h OTi � o Z_Z[i O_ w o—� c") R� )NE 200 CORNING 899 CORN NG 995 OPTIOL At GL4ZING DETAIL ` m " GLASS 9TPES '61•: & '1)1' 0 E�gr. JAVAD AHMAD PRODUCT REVISED b t 'CIVIL as complyidg with the FlpMa F C.A.H. 578592 Building Code 0 Acw • teaeo ND a Bxplrpalion Rote Dfrj v E IdIfdaProdumt' drawing no. TYPICAL EDGE DISTANCE CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. U TYPICAL INSTALLATION DETAILS CONCRETEINTO _ MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI' MIN. o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INTO WOOD STRU STRUCTURE = 3/4" MIN. �V� o i INTO METAL STRUCTURE = 3/4" MIN. 3 W Qn J INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL a. WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCREFE STRUCTURES OR INTO APPROVED MULLIONS -' ry m FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4' MAX. FLANGE Ii Im a o v SEE WOOD BUCK FOR SEP GNG SHIMS fj O m !! I! j! II OR WOOD STRUCTUR TYPICAL ANCHORS • a M�� STRUCTURE O' 0 W co Q a !j !j M2 SEE ELEV. FOR SPACING '•� > M2 TYPICAL ANCHORS Q a Q G dJ n O ti ji jj © S2 x �_ I `a rn O © SEE ELEV. I FOR SPACING to C. W 3 LL N \u Id kz` o E7 I --v• - .I V' J N� Lzu �" El--------- S2 MIN. J '• v r '1Y6ICAL AFPCHORS Ij !j M2 ^ . I SEE ELEV. '• a ii iI • 1BY FOR SPACING 3 WOOD BUCK 1 /4° MLLJ AX. .' LL in EQUAL LEG EQUAL LEG SHIMS ,.Cn EQUAL LEG EQUAL LEG `�=a o 1 it II i 2BY WOOD BUCK OR OR Al WOOD STRUCTURE ,e C1 M2 METAL STRUCTURE Z 2r O - 2) m I EJ i i M2 .I I I I II in _ TYPICAL ANCHORS SEE ELEV. FOR SPACING g Z Z O - U��� M3o - ---- O • M3 S2 II II 'I 'I TYPICAL ANCHORS < ' SEE ELEV. FOR SPACING 'a u. ' . w tW ' • >' > '• v,v' TYPICAL ANCHORS !I !I M2 E3 x \ c a y € Fx I SEE ELEV.4 iBY FOR SPACING !I !I TYPICAL ANCHORS II II SEE ELEV. 2 ` WOOD BUCK FOR SPACING do c 0 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. N o ;i s o EL MUST SUSTAIN LOADS IMRQSS D BY GLAZING SYSTEM TYPICAL ANCHORS: sEay. FOR spaclNc R14 SMS OR SELF DRILLING SCREWS (GRADE z CRs) AND TRANSFER THEM TQ; [HE. hUILDING STRUCTURE. '� 0 < m c 0 I/4" DIA. TAPCON BY 'ITW' (B,=120 KSI, FY=92 KSI) INTO METAL STRUCTURES ` 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KsI, Fy=155 KSI) STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) a u ALUMINUM : ) ( 1/ 8" THK. MIN. 6063-T5 MIN. Ensr. JAVAD AHMAD•, INTO 2BY WOOD BUCKS OR WOOD STRUCTURES QQML. PRODUCT REVISED (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ;IFjk PEg 70592 ascomplyiiigwith Clio Florida 1 -3/8" MIN. PENETRATION INTO WOOD CAN. 3538 Co"' G Building `V"upt�Oo No 14 SMS OR SELF DRILLING SCREENS G THRU 16Y BUCKS INTO CONC. OR MASONRY i� (BADE 2 cRs) HxpimtionlZota )� .I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090") By DIRECTLY INTOMASONRY(NO SHIM SPACE) .')Q' Mtaro adoProduet n N OEMBED ROR drawing W10-02 INTO MASONRY sheot 4 of 6 TYPICAL INSTALLATION DETAILS N THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW 0 �k5 m INSTALLATION DETAILS THRU 1X WOOD BUCKS INTO CONCRETE INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL E IL z a BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS N FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR ?W? W ° m U TYPICAL ANCHORS 1/4" MAX.SEE II 2BY WOOD BUCK FOR SPACING SHIMS a M o !! II ii B3 E3 ; M2 OR WOOD STRUCTURE A3 TYPICAL ANCHORS SEE ELEV. METAL STRUCTURE 3 FOR SPACING < c TYPICAL ANCHORSI. a w iV n FOR SPACING \ E2 E6 C3 t _ —•_ — E2 � 0 E6 �A• g .o ___ — J S2 M2 MIN., 3 m M _ •TYPICAL APiCHORS •� SEE E3 ji ji w SPACING By FOR SPACING WOOD BUCK li if 3 o •Q '• EB EZ E3 w O 2 3/6" MIN. 1/4" MAX. GAP BUCK HEIGHT 1/4" MAX. GAP N o \ O CTUR 1/2" MIN NOT BY CGI By CGI N 1 2" MIN. / M ro ` ' C2 Q 2 3/—MIN• ? Z E I `I FIN FRAME Mz BACKDED CAULKING a' o .'�. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 I o #H EMS (GRADE 2 CRS) WHEN USED THE MIN. WOOD 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/4" MIN. PENETRATION INTO WOOD � BUCK DEPTH SHALL BE 23/5". E11 u THE USE OF DEEPER OR C o pmp 8 F 2 W p�p ZF F BEVELED WOODBUCKS IS f5 PERMITTED. HOUSE WRAP NOT BY CGI E5 Ei EXTERIOR Q o 0 BUCK WIDTH BUCK WIDTH _ Fr ----- = ----- -- --, I COUNTY IIE COUNTY ACRS c a w I I IMIAMI—DADE APPROVED MULLION MULLION MULLION ANCHORS I I n d I & MULLION ANCHORS Ij SEE SEPARATE NOA jl .• o a m o 0 11 II SEE SEPARATE NOA .o _.___ jJ � , o — ______ Engrl JAYAD MAD CML 1''•iDUCT REVISED FLA !NE. ff 705D2 CA538 c;complying wilhlhoFlorida '+Uiiding CodO o II 11 i t L _ _� '— - TYPICAL ANCHORS Acccptm�oc Ns 6 , ErzP'iiation Bata ' J5 V a 0 '� V drawing no. W10-02 SEE ELEV. FOR SPACING By Mteml itraiim:eCDntra #14 X 1" SMS. sheet rj of 6 w O A O ® A O ZD T D O O Z ip 0 m r N tT _ r m 0 N z -• �' m w Q [wig m m jj N � O ut c � m 3o N O � �o o s o Z y z _ I w m b N C G7 N r v v N N ® O O O .Tl o O m n m o m=1 v C a data 01-30-100 lrevlslon5: ��ES 130 SENTINEL ALUM FIXED WINDOW (S.M. j a no a e v escnp ion ¢ecie: 1/2 1• A 0&13.10 REV. PER 8CW col mmm CGI WINDOWS & DOORS e 09.13.10 GIAZINo IWGLE PDOED 10100 N.W. ,25TH STREET dr. bY• C 02.2111 NO CWd1GE THIS SHEE( D 10.10.11 NO CHANGE THIS SHEET MIAMI, FL. 33172 fV ? chk by. TILL (305) .9346590 FAX. (305) 593-6592 O x G0i n 2 0 9 E01 2 G0] COY 7 1 T. I A N O 0 s a. m O C N GC) M G 0 Z O ryOry-- C In 'ssn Z -c T� z C �v m rc'rs �o c k m ra = N f C m rn N x \ m r N m w<<< m w m o y u 0 0 u u 0 w y n a n O m m m 0 a N I y O A'!� \ AL-FAROOQ CORP. ENGINEERS& PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 26"100 FAX (305) 2626978 /� {r