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HomeMy WebLinkAboutNotice of Acceptance (2) MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION Jv He Copy 11805 SW 26 Street,Room 208' 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 OF ACCEPTANCE OA www.miamidade.eov/economv ,CGI Windows&Doors,Inc., 10100 N.W.2511 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 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 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.,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 manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shalt 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#E 13-0226.06 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.Chanda,P.E. NOA No. 14-1015.04 MIAMI-DADE COUNTYM 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 24113.2.1,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,P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (51h 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/ASTMS-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. 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 confoi-mance to FBC 2014(5h 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. �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 • y�U s 37-1/4' 72" HEAD ANCHORS AT STILE ENDS O DOOR FRAME WIDTH DOOR FRAME WIDTH QUANTITY CHART I n_ 2 ANCHORS e. MAX SEE CHART FOR QUANTITY pNCI[OR TYPE 3 6•MAX. 3• TYPE'A'. 'D'OR C. HEAD SILL 3" Z m HEAD/SILL AT STILE ENDS CORNERS SHIM 'A' 'B' 'C' k Iq 4 CORNERS /� �_� A �..�-- - 1/4" 4 4 4 Q 9 1 o O J U �- 1/2' I I IF13. o Opj Q a.<< 'l8 I aT n- C _ / I Z W(A G N-O PRODUCf REVISED ti i u W con LOCK OPTIONS I tri rawpbi wh%fin rhnWa Q w d 0 SEE SHEET 9 I 'Iy/ !ni'1�C% I =_ IM orf-(L i$.O� O m m Q m m o II .-'L.�-TTI�OI�i II/ 1n I \ I 71 S 0 n IV; =wSERIES SENTINEL 160 _�= ALUMINUM OUTSWING DOOR TY/ SIDELITES a 0)� ACTIVE ACTIVE - IINAC NE 8 }y N r<1 APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS I WITH OR WITHOUT SIDELITES. Z_Z SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. �^ $� + 0 SEE SHEET 1 FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. o -n a 23 1/2" iO 23 1/2" 23 1/2" 0 SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. 0: .. D.L OPG. �TYPE 2 ANCHORS D.L OPG. D.L.OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. U T 4 ANCHORS FALSE MUNTINORS IED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY ASTILE ENDS 0 AT STILE ENDS MAY BE USED AT WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE TYPICAL ELEVATION G ( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ( X ) HURRICANE ZONE (HVHZ). U gg DOOR OPTIONS 1BY OR 213Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO o o W TRANSFER LOADS TO THE STRUCTURE. _ a DOORS LOAD CAPACITY -PSF ANCHORS SHALL BE AS USTEO, SPACED AS SHOWN ON DETAILS, ANCHORS d DOORS LOAD CAPACITY - PSF v i SINGLE DOORS (X) DOUBLE (RX) EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR SNCCO, DOOR DIMS. LAM. or INSUL-LAM. DOOR DIMS. LAM. or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS FRAME LEAF FRAME FRAME LEAF FRAME EXT(+) INT(-) ARE NOT PART OF THIS APPROVAL y n EXT.(+) INT.(-) 0 m n :n WIDTH WIDTH HEIGHT WIDTH WIDTH HEIDHi A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ° o o n o 37-1/4" 35" 96" 80 80 72' 35' 96' 80 BO F-- 37-1/4" $ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO o a a o 0 NOTE: CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS 0 VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. OF CURRENT FLORIDA BLDG. CODE. � •I NOTE: En9r:JR/AD AHMAD n o • FLUSH BOLTS AND LOCKS MUST BE CML ENGAGED TO HEAD AND SILL DURING DOOR D.L.O. DIMS. FIA.PE�708592 0 a PERIODS OF HURRICANE WARNING. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" ) = a D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75" 9 NOTE: D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 j a1UG ?.�15 0 GLASS CAPACITIES ON THIS SHEET ARE Fdrowing 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 1 of 11 �U U lit s M 37-1/4" 72" Z m bOOft FRAME WIDTHOOOR FRAME WIDTH HEAD ANCHORS AT STILE ENDS d z QUANTITY CHART 2 ANCHORS '� ¢ TYPE`A','D'OR V 6"MAX. 3• 3" SEE CHART FOR QUANTITYANCHORTYPE N a HEAD/SILL A -� AT STILE ENDS HEADCORNERS A I 1 1 SHIM 'A' '13' 'C' O o CORNERS i--'li"t Ij4" 4 4 4 d� 6 6 6 a. 0. .t 0,aaV2 8 II I II d qy hitt,y --IIS 1 Q i~u 3 F lT\ L z to:o -- nL/ I C, t E , Ili —\ c—::� I-1. a y1!• i w ate- LOCK OPTIONS i !� o < SEE SHEET 9 _ `y/ It a m M , 1 --- \ yr J ?F=== o \// 1 0 g \II \ j III O� v ' N, i \ i 4f htCtDitCf REYtS£D Q F-- a ' _ � 1 \ I I-- •a cuaphbQ with the Floral& wCe No l /o/ '6y (n u�i�� I \ f-u 11 1 1 1 I I etzl (M�0- .14�1 � 3 ty` O N}rr ACTIVE 1 ACTIVE I 1 INA THE `{11/r ,Coalry Z Z vmi m 8m -_ qL n o� t7 5o g U - a v 23 1/2" 'O y 23 I j2" 1/2- --61. D.L. OPG. 2 ANCHORS D.L. OPG, TYPE't3 dURFACE APPLIED AT STILE ENDS TFALSE MUNTINS AT STILE ENDS MAY DE USED s w s TYPICAL ELEVATION FOR 3 HINGE DOOR TYPICAL ELEVATION FOR 3 HINGE DOOR 2�Q 9 5 aw 1 )(.) ( XX ) NOTE: SEE SHEET 1 FOR DOOR CAPACITIES om o� m n 'A�o d0 i m v o C Engr:JAVAO AHMAO CML FtA.PEA 10592 CAN.7538 Q .,�"At4 Browing no. W13—Q1 7AG 2015 sheet 2 of t t 144'MAX. 0 371/8- 36' 72" 36" SEE CHART FOR QUANTITY SIDELITE WIDTH SIDELITE WIDTH DOOR FRAME WIDTH SIDELRE WIDTH 3 HEAD ANCHORS z m z 6"MAX. 6"MAX. 3" 6" 3' AT STILE &MULLION ENDS r N a HEAD/SILL HEAD/SILL QUANTITY CHART !"' N 2 CORNERS F CORNERS E p` �- ANCHOR TYPE 0 c t 1 t SHIM 'A' 'B' 'C' 0'J /E I\ 1/4' 4 4 4 I i 3/8' 6 6 a 0 o cy r13L_ 0(LQ'E fa - -tr- --ir--- tt �I O a H If _ .- aw € a w 2 LOCK OPIONS 1 %�v i FASTENERS SAME LOCATIONS x o �_�• z o ��• SEE 9 I Aty�.o �✓ AS ANCHORS SHOWN ON �--� w / w / •�i / ===-i€-M J } =-==�P- -= SHEETS i &2 =_ rn ro p m W p // ji m C1 11 vi m III ZI 0 UA iz to � R Ll ACTNE 1 1 INACTIVE - - 0$M a GG o." \1 31 1/8° 31 1/8' 23 1/2° 23 1/2" 31 1/8" y°�o i2 0 S D.L.OPG. D.L.OPG. D.L.OPG. Q.L.OPG. D.l.OPG. a y Q DESIGN LOAD CAPACITY - PSF SURFACL APPLILD 4 ANCHORS FALSE MUNTINS TYPE'B' SIOfLRE STATIONARY PANEL(0) TYPICAL ELEVATION TYPICAL ELEVATION AT STILE AND MAY BE USED SIDELITE FRAME (SEE NOTE BELOW) MULLION ENDS i'l)i WIDTH HEIGHT ( 0 ( Ono INCHES INCHES EXT.(+) 'INT.(-) ►Af}DUCfREYj$£D SIMLITE OPTIONS PCr RIEVI E Fbrlat24 Bo.1 1 n tar 30 80.0 BOA AMptIt' e N33 84 80.0 80.0AtnPttact Noi 36 80.0 80.037-1/B 77.6 77.6 4M►aJ fF4 raf.etcas39 73.8 73.842 68.6 68.6 SIDELITE DLO DIM D.L.O. HEIGHT = FRAME HEIGHT - 12.875"2a eD.o I'D.o D.L.O. WIDTH = SIDEUTE WIDTH - 6' STAND ALONE SIDEL17E ONLY 30 80.0 BfoD.L.O. WIDTH = SIDEUTE WIDTH - 4.875 SIDELITE 10 DOOR ONLY � J3 90 80.0 80.0 n Y 36 80.0 80.0 I Engr:JAVAD AHNAO n 37-1/8 77.6 77.6 CIVIL FIA.PE N 70592 q 39 73.8 73.8 CA .3536 a 24 80.0 1 80.0 d g a 30 80.0 80.0 33 86 80.0 80.0 Browing no. 36 soo 80.0 All• 2015 W13-01 37-1/8 77.6 77.6 sheet 3 of y 1 1 r DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR �V FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME o DOOR SIDELITE SIDELITE TO DOOR MULLION WIDTH I WIDTH WIDTH - WIDTH `WIDTH WIDTH WIDTH `WIDTH �Y SIDEUTE LEAF FRAME (SEE NOTE BELOW) n WIDTH WIDTH HEIGHT Z n INCHES INCHES INCHES EXT.(+) INT.(-) Y4 80.0 80.0 C / H H / H C / \C H� m JO A73.873.8 0.0 �. Q a 33 35 B40.0 = /� .�� :i� .;� .,� % LGiji 36 80.0 4 37-1/8 77.6 \ J J \ \ iJ / Qt,O u 39 73.8 42 68.6 24 80.0 0 IL<p `� 30 80.0 �_. 0 e�pl`p tt (x0 (oxo) (xOx) 0 33 35 9080.0 (Ox; Q 3 R (� 36 80.0 LL 2 N- 37-1/8 77.6 SIDELITE DOR WIDTH WIDTH SIDELITE DOORWIDTH ME -\SIDELITE Q a 39 73.8 24 80.0 80.0 30 35 96 80.0 80.0 33 80.01 80.0 H J /E \C H J AM-\\ H 1 36 B0.0 80.0 = �' �' 4' 37-1/81 1 77.6 1 77.6 = �i �/r �i ' S Of Of Or o ts �n MULLION 'S Oxx DOOR STILE ' (OXXO) 0 N n n O O END ANCHORS 1 END ANCHORS PRODUCrREVISFO d Q3 H SEE SHEET 3 SEE SHEET 1 berplthYNRh Ihr f7oridA E Z_Z N hOW1^8 Code _ w Amplaate Na -I DIS•Dy Lylf�reion Dale MfuW 1}vt ivduet Courd I LEAF WIDTH v SIDELITE WIDTH DOOR FRAME WIDTH o 6 SINGLE(X) 37 MAX. -$ DOUBLE(XX)72"MAX. SIDELITE TO DOOR NOTE: INSTRUCTIONS: GLASS CAPACITIES ON THIS SHEET ARE m o g o 0 USE CHARTS AS FOLLOWS. BASED ON ASTM E1300-09 (3 SEC. GUSTS) m o AND FLORIDA BUILDING COMMISSION 0 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM DECLARATORY STATEMENT DCA05-DEC-219 TABLES ON SHEET I. Y 2. SELECT LOWER OF SIDELITE TO DOOR MULLION Eng..JAVAD AHMAD u CAPACITY FROM TABLE ABOVE. CML c 592 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY RA PEA 78 CAN'35 0 TO ENTIRE SYSTEM. . H. 5�m- drawing no. W13-01 - sheet 4 of 11 e • 44 U s T 01 r7 Z m m z a d Q;D LL 0 a V o t�ro4 cr100 0IL< 3/16'TEMPERED GLASS 0 0�0 IC 3/8'AIR SPACE 3/16"ANN.GLASS 3/16"HEAT STREN'D CLASS 3/16"ANNEALED GLASS ,I O In_ C .075"Saflex CP With PET Core .075"Saflex CP With PET Core .075"Saflex CP With PLT Core Q . By'Eastman Chemical Co: By'Eastman Chemical Co: By'Eastman Chemical Co.' 0 .090"Soflex Clear And Color Glass .090'Saflex Clear And Color Glass .090"Saflex Clear And Color Glass g a By'Eastman Chemical Co.' By'Eastman Chemical Co: By 'Eastman Chemical Co.' N INTERLAYERS INTERLAYERS INTERLAYERS .090"Kuroroy SentryGlas .090"Kuraroy SentryGlas .090"Kuraroy SentryGlas J By'Kuraroy Americo, Inc.' By'Kureray Americo, Inc,' By'Kuraroy Americo, Inc.' .090" Kuraroy Bulacite PVB .090"Kuraroy Bulacite PVB .090"Kuraray Butocite PVB S By'Kuraray Americo, Inc.' By'Kuraroy Americo, Inc: By 'Kuraroy America, Inc. ���Wjjj 3/16"ANN. GLASS 3/16" HEAT STREN'D GLASS 3/16-HEAT STREN'D GLASS S ❑F LL SILICONE o SILICONE SILICONE DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 fMtODUC f REVISPA DOW CORNING 899 [-DOW CORNING 899 DO1y CORNING 899 �e co�pl�tq rvllY LLe i7orii 1n hr� W GE-1200 W GE-1200 GE-1200 aY Code o 3::01 N7 Ao 0 1" aepwn N -0/ .D ns n Iwo i , I 1 1 it 1 I XL EDGE SPACER Q OR STEEL BY'CARDINAL' ORRASEAL BY'OUANEX' i O i SUPER SPACER BY'OUANEX' 28 AT 1/4 POINTS 28 AT 1/4 POINTS 26 AT 1/4 POINTS c g o a B 7/16" LAM. GLASS 7/16" LAM. GLASS 1" OVERALL 1NSUL• LAM. GLASS a GLAZING OPTIONS M C v' D o o ry o O Engn JAVAD AHMAD I "s CML i n • SCJ 7 592 A o 5 2015 0 drawing no. _ W13-01 sheet 5 of 11 I ,r e 1BY WOOD BUCK 2BY WOOD BUCK [� U v EDGE DIST. TYPICAL ANCHORS EDGE DIST.. SEE OTE SHEET 1 OR 4% SEE ELEVATIONS WOOD STRUCTURE METAL �I FOR SPACING �6ONCRE4E • SEE NOTE SHEET 1 'STRUCTURE n EDGE EDGE DIST. L CONCRETE. 'Z n so z U' z O ti: U �- -rT• � o �� 0. 0 {gy m= 1 I I I mx mN mx F rn 0�i v 23 e\i 7 t� O I I I 21 J o TYPICAL ANCHORS Q 12 TYPICAL ANCHORS -' SEE ELEVATIONS a 0: r 1 SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING 11 Q D y^ 13 SEE ELEVATIONS G yt C FOR SPACING FOR SPACING I Imo' I I ------------------- --------------- U. ______________ 3 C N 6 11 MIAMI-DARE COUNTY APPROVED 11 Q w U)�o I I I I 11 CLIPPED MULLION I I 4'z ID.s I I I I j SEE SEPARATE NOA 11 .r Z g WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS II 11 Q w e MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM iL_- _--_______-11 O AND TRANSFER THEM TO THE BUILDING STRUCTURE. I " m 26 TYPICAL ANCHORS: SEE ELEV. FOR SPACING n Q li li TYPE 'A'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) '^ MIN LENGTH = 2-3/4' TYPICAL ANCHORS 8 O n II it SEE ELEVATIONS o n INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FOR SPACING O w lit 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) " 0 !I 4 THRU 1BY BUCKS INTO CONC. OR MASONRY =N o a0 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) N 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) NM w J Ww Z3 m TYPE 'B'- 1/4" DIA, ULTRACON BY 'ELCO' (Fu=177 KSI,Fy=155 KSI) Z Z� p{ r MIN LENGTH = 2-3/4" 3 0 0 W DIRECTLY INTO CONC. OR MASONRY E2 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) m U o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) I micrREVIsEO LI _ TYPE 'C'- 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) fail ciwlll,IkFlulk 26 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES (HEAD/SILL/JAMBS) � o u STEEL 1/8" THK. MIN. (Ey = 36 KSI MIN.) SL- •. �a c ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) IYodlldCo.Vel 2 a 6 I� -- (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - 6 6 11 I I v a a I I I I TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. 'r INTO WOOD STRUCTURE = 1" MIN. © INTO METAL STRUCTURE = 3/4" MIN. 21 12 WOOD AT HEAD OR JAMBS SG = 0.55 MIN. I I I I � 23I I I CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. t3 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. •+ \ Engr.JAVAD AHMAD I ," t ANCHORS MAY BE HEX OR FLAT HEAD. C L n FIA.PE 70592 CAN. 538 y, e SEALANTS: $ a = a TYPICAL ANCHORS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 5 2H c� EDGE DIST. SEE ELEVATIONS GE SCS2000 SILICONE SEALANT, Browing no. FOR SPACING W13-01 DOOR DETAILS sheet6 of 11 1 3/$" MAX. 3/B'MAX. o SHIM O O SHIM z n y 11Y WOOD BUCK O .SEE NOTE SHEET 1 f„ ACTIVE LEAF 0, c 0 21 vl TYPICAL ANCHORS O W TYPICAL ANCHORS .• SEE ELEV. Q,tii SEE ELEY. •* FOR SPACING Q+p yam, FOR SPACING •; G 8 of 0 a45 2 W O all 23 15 T ►AODUC F REVISED IL z m 25 7 29 D.L.OPG. 7 16 '�_::: pb%s Ilk LM FFnr6k Q W cy METAL z zsa ---�� EXTERIOR i`.. '••,• Aetr►Iwrrno/r��-/�%�{ �t�__� STRUCTURE LEAF WIDTH 3 POINT LOCK E4*".Ilkt�'�7-u WITH DEAD BOLT . (u, - s rn DOOR FRAME WIDTH SEE SHEET 9 }/�mT rbAr P cafts �. J M m z Ow 3f$"MAX. O xd SHIM o m /1 3f$ MAX. 3 POINT LOCK - i-n rn SHIM. . WITH DEAD BOLT 2BY WOOD BUCK '^ " SEE SHEET 9 OR Q "j;;M n CONCRETE. OR 2 FLUSH BOLT WOOD NOTE SHEET 1 w Z Z MASONRY••• ACTIVE LEAF INACTIVE LEAP M TYPICAL ANCHORS •. (('''� 22 24 SEE ELEV..' y.• 19 FOR SPACING:' o w TYPICAL ANCHORS g 6 7 p.L. OPG. 7 7 T SEE ELEV. 0¢a 19 O.L.OPG. FOR SPACING EXTERIOR LEAF WIDTH LEAF WIDTH DOOR FRAME WIDTH • Engr:JAVAD AHMAD ' •n CML 3 FLA PE 9 70592 I n 3 CANI,3539 b 0 ZDI� wIng no. DOOR RETAILS A 3-03 R sheet 7 of�} .. I Y t• I t TYPICAL ANCHORS SEE ELEVATIONS a • FOft SPACING '•>CONCRE7' :.CONCRETB..'. O W a'0 a c� 0'O o6 p z Ow � S IL IN 0� F •- o �}p tHtryry 12 Q O W M o i3 OaQQo O��r� 3 Q 3 � rk I� 26 3J8'MAX.- (e�j v (�i A li it SHIM MATING JAMB FASTENERS v I 5 2 FOR LOCATIONS II CONCRETE 17 - t6 SEE DOOR JAMB SPACING � OR. ON SHEETS 1 k 2 MASONRY.•- 0b Owral 0 n �N o V) r x p ~F EXTERIOR 26 �-� III 4 D.L. OPG. LEAF WIDTH SIDELITE WIDTH DOOR FRAME WIDTH i 28 37'MAX. SINGLE (X) u 72•MAX. DOUBLE (XX) c r 8 FRAME WIDTH o 6 o ww TYPICAL ANCHORS �a u 4"LONG vzzrc SEE ELEV. LAPPLY SEALANT PRODUCT R6Yi3£p FOR SPACING BEFORE MATING YWtmpiy dtt with the F6" 3 Acttptaatt No/ -DIS•G v v S Cal4ces l hrle o o$2 NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" E!` L— L.., v o<m o caste c x - Engn JAVAD AHMAD I •� m . CML a s FLA.PE 70592 o n CA.N. 30 n n CONCRETE: '• d, a' drawing no. y. EDGE DIST. TYPICAL ANCHORS FSEE OR ELE A71ONS SIDELITE DETAILS W13-01 SPAsheet $of to EXTRUSIONS BILL OF MATERIALS MISCELLANEOUS M Z 1-! 3 ITEM 1 PART No. DESCRIPTION MATERIAL HANVF. REKARKS ITEM R CODE PART Ra DESCRIPTION MATERIAL _MARE, REXARI(S �N.. gg 1 C6t-189 FRMAf HEAD AND StEI 6063-Td t6t EXTRUDER 21 M18 XC-1947 FRAK GASKET f'Wi FOAM AM SBURY OR EUUIV 2 C4[-l90 FRPNE JAMB 6063-T6 COT EXTRUDER 22 X6 32084 ,350 FOAM GASKET FOAL( AMESBURY OR EWIV p o 3 CGI-196 SIDELITE tD:AA AND SILL 6063-T6 CGI EXTRUDER 23 NS V333ZING ,187 x.320 VEATHERSTRIP PILE V/CENTER FIN VIAL ULTRAFAB OR EDUEV d cJ 4 CGE-197 FREE STANDING SIDELITE JAMB 6963-T6 CGI CXTRUDER 24 MB V33321NG ,107 X.500 HIGH PILE V'STRIPPING VOLA.V/FIN ULTRAFAB OR E{YJIV its i 5 CGI-198 HATING SIDELITE JAMB 6063-T6 CGI EXTRUDER 25 H9 CH-108-8 HINGE M 1/2'X 4') ALUMINUM CGI-CUSION �I2-[Az/2VF 6 CGI-193 PANEL 70P AND BOT104 RAIL 6463-T6_ CGT EXTRUDER 25A Ht0 A08Dtl-US32D HINGE{i 1/2'X 4') �- BRASS )(AfiCR I- z/ U 6 v n 7 CGI-194 PANEL VERTICAL STILE 6063.16 CGI EXTRUDER 258 Mil AB800-US3 HINGE q 1/2'%47 ) ro S/S HAGER 01-mx10/2 If� Or M o 9 COT-199 SHEAR DLGt3( 6063-T6 CGI EXTRUDER 26 IN CGI-382V GLAZING DEAD BUIa VINYLI CGT-CUSTDH ❑0. 113 CGI-192 2 CGI-19L FRAME HEAD AND SILL CREV[OVER 6063-15 [G!EXTRUDER 27 H7 3/8'-I6 FULLY THREADED ROD-SECURED V11H 3/8'HEX!NT ZINC PLATED 4n0 pC 14 CGI-121 T/�ib'GLASS GLAZING BME HEAD AND SILL EAD SCREV[OVER 3-75 CGf EXTRUDER CGI EXTRUDER28 - SETTING BLOCK G!PER LITE) EPDM DURUNETCR-BS SHORE A Q N 14A CGI-I23 V CLASS GLAZING BEAD 6063.15 CGI EXTRUDER J Zz the 15 CGI-203 MR BL=PLATE 4463-tb CGI CXTRI}D£R NOTE: ITEM N A QM4 $ R 10 R, 11 ARE Non USEn !6 EGI-195 ASTRAGAL. 6063-75 CGI EXTRUCER —u t7 CGI-SOB SEREV COVER 6063-TS CGE EXTRUDER � N LOCKING HARDWARE PART Nu DESCRIPTION MATERIAL HAhTtF, REHARKS .J.. m w CGI-4503P1 3 POINT LOCK ASSEMBLY(ACTIVE LEAF) CGI-CUSTOM USED BY ALL OPTIONS o 1n CGt-1204 flUSN80LT ASSEMBLY(INACTIVE LEAS CGI-CUSTOM USED BY ALL OPTIONS O tz v OPTION 1 5455 PASS ACTIVE LEVER(ACTIVE LEAF) BALDVIN O Lu 5455 FO DUNNI LEVER(INACTIVE LEAF) BALDWIN OPTIONAL 6231 DEADBOLT(ACTIVE LEAF) BALDWIN OPTION 2 JD60 11EADBOLT(ACTIVE LEAF) DEXTER BY SCR J10 TOWS ACTIVE LEVER(ACTIVE LEAF) DEXTER BY SCK J10 1OR605 DUMMY LEVER MCTIVE LEAF) DEXTER BY SCR OPTIONAL d p m m N OPTION 3 982410 DEADBOLT(ACTIVE LEAF) COWER CREEK tROAOCr RBViSBp 3 O-- H1222D ACTIVE LEVER(ACTIVE LEAF) COPPER CREEK ze twp)yE�#r11A t Florida p v BL2290 MY LEVER(INACTIVE LEAF) COPPER CREEK OPTIONAL TrYd4r4 Crdt to {ry 3 ' Aaepn No ..Q .Uy 1n C)O 6arBraAAw>7stt M�-ar171y;, Coa4r 1 SCREWS ITEM I PART Ma DESCRIPTION SKS T8 A 14 X 3/4'RD BEAD 1EXS-KULLION ATTACHMENT 19 R 6 X 1/2'PAN HEAD SHS-ASTRAGAL ATTACHMENT 12'FROM ENDS U xx 20 #SOX 11/4'PM SHB-ASSEMBLY 3 PER CORNER v S o 0 a 5 z z N C 4 0 o t2 EnOr:JAVAO AHMAD t e 0 CIVIL t SPC 70592 CAN.3538 a drawing no. W13-01 sheet g of t 1 r r U Z _ oBeltq Assembly Batt Assembly LL g 5 oO U 0 w � �a I.K.S.Ay. Unkege A.Y. Q�j qt ug ! � M Rad Rod ! O 3� _ z�'ro Bolt �— Hauzig /10 x 3/4'PH SMS b Flushhdl � t Tip 0 S n o z 0j v ConneeGm a V�~7 �d- C—edim Wh,d µ},eel f.''- -'-� _ Vit F C.,o Keyed G}H�sderjOta Dd! _ 41- 1 C."t Ay. j8 z SJ2•PH USQ N M ws Amy. ( Ta7pkca a MODUCCREVISED mac' Z Z "P1*1 with t1w Flo"WWI.,clwq Keyed Es✓kol"41e� �� U Clli�der ' iaBpicce Floshbdf V,' S,�w•— � �� Acl''W" Mlsrrt ry�y CwW µfieri Dips— a o TOP SECTION SHOWN (BOTTOM SIMILAR) c $ Flushbolts(Inactive Panel) i Top&Bottom A l N _ �O R I i o a m u n 1 o c Engr.JAVAD AHMAD s CML FIA.PE p 7 92 0 CAN.353 a �3 drawing no. CCI CUSTOM W13-01 3—POINT LOCK sheet9.tai 11 r r r n tI 3.625 (^-1.788 .125 1.625 n .750 -1 .062 IZ n .100 1.590 I .080 0 q H-1.567 4.495 5.500 0 m u 1z FRAME COVER IL Q DOOR FRAME HEAD/SILL U' a P3.825 '"�'� '"1.587 �'&w M 2.ase 1 �l I 0 Q a Q 1.410 t 0 N .0 1.625 062 Q w 3 r! 1.625 {L Z fox P \„J TOP & BOTTOM RAIL a� 13 SILL COVER 5.500 O N 6.438 .075 060 .465 1.828 o m 1.440 0 U OL-L] t:j w .075 1,663 4.495 S 1,755 Q HINGE & LOCK STILE 3 N M O O r7 r SIDELITE TOP & BOTTOM FRAME 17 SIDELITE JAMB COVER Z z y 3S7_•M 326 2m .805 .07.245 .625 1.50 .185 ,PROOUCf -� �ILF��FFJJIIJJJJ RF,VISEO �a8 CW.wrrt:rt,.er„e" t 1.622 �ik .tts ",n:r1".i� /al (•'0 .o6o 16 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATErCau+A a p g 1.810 3.005- 1-.675 p p$ 125 Lam- 2.000--W 1.061 -I II I I X995 050 c la m1:t 91 .120 .Oy� 00 .250.060 '-M' 1.i84 M=-- ro u o 1 .060 14 4.000 4.000 •075 .120 Ir 4.000 GLASS STOP (LAM. GLASS) -• .125 .070 Enar:JAvAo mmAO ,u o .500 505 RA.PE 70592 4 - 2.369 CML �� 1.466 t.a6�s- �' ��'•t2o c.hN. 3a .420 4I I .995 Oso s .87° 1.225 -W 1.184 - 1 ZI)T�i drOwiC ng �p 0 0 o t4 W13-01 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSU!_LAM. GLASS) sheet 100/11 0 v m O m o T �oRm��_ mayy.. > ? aTs p —0Nm O rn O f "D O m \ Z —1 • C3 \ N 00 co \ D� mZ w r----- Z --- A n 10 N 2 O m u -+ r a O •� l l \ 2 2R' A m V Am n �w3s o� zo Z --------------------- s�m4:/Da--13 �Vosas�� desc�oz�4Mrsc CGIoWINw02S & DON DOOR(LM.I./s.Al.l,) A4FAROOQ CORPMOPMEW N d G V. UPDATC ENGINEERS&PRODUCT L1EVEi.OPMEN!' 0RSass.w.s7AVE f p I EY,by. HPAIID C 03.14.15 NO CINNGE THIS SNEEf 5TH STREEr MIAMI, )264-?A33174 /�� -� 0 0 ODA5.15 NO G1W+DE:liLS SHEET MIAMI, FL. 33172 TEL(30260.8100 FAX(30S)262-6978 �r cfi1,by. TEL (365}593-6590 FAX. (305)593-6592 �� COMP—ANL\Wl3—O/CGt, P'1IAM!•DADE_ j (� MIAMI-DA.DE COUNTY ( ® ® �t1 RODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC 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) www.miamidade.gov/economy CGI Windows&Doors 10100 NW 25'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 PER - 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"Sentinel 110"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed 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 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 Oficial. This NOA revises NOA#140915.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. "MMIAMI-DADE couNTY NOA No. 15-0512.10 a Expiration Date: September 22,2020 � � � Approval Date: August 06 2015 Page I CGI Windows &Doors 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. 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 marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,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 marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont"Butacite"PVB interlayer,Duraseal® and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 3. 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 marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer, Duraseal(I and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. 4. 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, TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) Manuel Pe .E. Product Control(Exanyiner NOA No. 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-1 i CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 09/08/14,prepared by AI Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 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. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by DuPont as well as Duraseal®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110"Aluminum Single Hung Window- L.M.I. approved on 02/05/15 and expiring on 09/22/20. Manuel P.E. Product ControExa finer NOA No. 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-2 53 1/6" 52 1/8' 52 1/8' ��V O_I 5 FLANGE WIDTH BUCK WIDTH BUCK WIDTH 47 7/16' 47 7/16". 47 7/16' m ; D.L.O. (FIX. LITE) FALSE MUNRNS D.LO. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) Q~F m z 20 9/16' (SURFACE APPLIED) 20 9/16' (SURFACE APPLIED) 20 9/16' E.W ro ** OPTIONAL 5 1 2 MAX. *# OPTIONAL 5 1 2 MAX. ** H a 6'MAX. MAX. /" MAX. /" MAX. Q f HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL 0'"p c U CORNERS 4 CORNERS 61 CORNERS 1 '� a� � I II I I II O j N LL II II .. II II II II V C .i II I � I II II II M 7 I I I I 7 I I I I a pM o -II 0 (L m p m IIO O Dl 11 � II M O D2 II •� II m J N B II II b10.. J 8 B it II �F. J 7 B II II O^� myLL m II II � o II II � o w Qa�f U J II I, Io �b 5 ii i% p 1. 2 �w ro x en -II n n � n Jp D4 IIIIIIII III(IIII n x to II II - � nII II n pp O� rn , II I, 6 II II 7 II II 3 O W t = 0 N p FS FALSE MUNTINS 55 n uO1i 47 47 7/16" �O 1 ' i N' L\ OPTIONAL D.L.O. (VENT) vO D. O. (VENT) UD.L.O. (VENT) m 0 M IS 50 1/4' 50 1/4' N 50 1/4" VENT WIDTH VENT WIDTH VENT WIDTH E o FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME ' w TYPICAL ELEVATION SERIFS SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER a CHARTS SHOWN ON SHEET 2. ** 08 ti APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS CENTER ANCHOR REQUIRED WHEN OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY SPACING EXCEEDS 20 916" H a APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. GLASS OE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT HURRICANE ZONE (HVHZ). SMALL MISSILE IMPACT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER '– LOADS TO THE STRUCTURE Engr.JAVAD AHMD r+ .CML PRODUCT REVISED i iv ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 4FLA. t0592 M complyingavilh the Florid oEMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6 Building CodeAeeept� eNo15—ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE intion Date �0NOT PART OF THIS APPROVAL. , >/A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Dy drawing no. Mien nnde rodocl MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT W1 —OJT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING'CODE sheet 1 of 9 4 EQUAL LITES WINDOWS UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY-PSF DESIGN DIAD CAPACITY-PSP FLANGE DIMS. BUCK DIMS. GLASS TYPES'A'&'AI'GLASS TYPES'B'&'Bl' FLANGE DIMS. BUCK DIMS. MAILTOP UTF.GLASS TYPES'A'&'Al'GLASS TYPES'B'&'Bl' J WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EKT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT 'A'DIM. EM.(+) INT.(-) EXT.(+) 1Nr.(-) 18 to 3 75.0 75.0 80.0 85,0 53-1/8' 76' 52-1/8" 75' 36-1/4' 75.0 75.0 80.0 85.0 O IF. m Z 26-1/2' 25-1/2" 75.0 75.0 80.0 85.0 49" 79' 48' 78' J9-1/4' 75.0 75.0 80.0 85.0 Z N IE 37' 26 36' 25" 75.0 75.0 80.0 85.0 26-1/2' 25-1/2' 70-5/8' 75.0 75.0 80.0 85.0 f f N al 49• 4g' 75.0 75.0 80.0 85.0 31" 30 63-5/8' 75.0 75.0 80.0 85.0 < �.O - 53-1/8' 52-1/e' 75.0 75.0 60.0 85.0" 33" 85 32 84" 60' 75.0 75.0- 80.0 85.0 Q W v U 19-1/S' 16-1/8" 75.0 75.0 80.0 85.0 37' 36' 53-1/2' 75.0 75.0 80.0 &S.D G 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 43' 42" 45-1/4' 75.0 75.0 80.0 85.0 37' 38-3/8• 36" 37-3/8' 75.0 75.0 80.0 85.0 I v O 49' 48' 75.0 75.0 80.0 85.0 o o O 17 53-1/8' 52-1/8" 75.0 75.0 80.0 85.0WIDTH V Y S Q .Oj 19-1/b' 18-1/e' 75.0 75.0 80.0 85.0 - >z O Q O 26-1/2" 25-1/2' 75.0 75.0 80.0 85.Q _ m f H .0 37' 50-5/8' 36" 49-5/8" 75.0 75.0 60.0 85.0 _ Q W U)a 6 y,ZLoE 49• 4g' 75.0- 75.0 80.0 85.0 �� Q J 53-1/8' 52-1/6" 75.0 75.0 80.0 85.0 Z 19-1/B• 18-1/8• 75.0 75.0 80.0 85.0 Q al w, 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 37' 63' 36' 52' 75.0 75.0 80.0 85.0 �s J, q9• 48' 75.0. 75.0, 80.0 85.0 N � ' 53-1/8• 52-1/8' 75.0 75.0 80.0 85.0 j 19-1/6" 18-1/8' 75.0 75.0 80.0 85.0 u 26-1/2' 25-1/2' 75.0 75.0 80.0 85.0 - �J-+ 37' 75' 36' 75' 75.0 75.0 80.0 85.0 UNEQUAL LITES (ORIEL TYPE) 3 49' 48' 75.0 75.0 B0.0 85.0 - O W 53-1/8' 52-1/8" 1 75.0 75.0 60.0 85.0 _ I9-1/8' 18-1/8• 75.0 75.0 60.0 85.0 vi V) 26-1/2" 25-1/2" 75.0 75.0 80.0 85.0 j F N o 37" 85' 36' 84" 75.0 75.0 80.0 85.0 m BUCK DIMS Yz'TYP. N M 1 46-1/2' 45-1/2" 75.0 75.0- 80.0 85.0 o OQ 1D a ZZ�e w 3 Fz 0 L WIDTH FLANGE FRAM 7E N V oLC L FLANGE DIMS I w w BUCK.DIMS A _ off + G _ EQUAL LEG FRAME y < - BUCK DIMS EQUAL LITES I„ ya� o foo FIN FRAME 0 Engr.JAYAD AHIAAD i 1 BUCK DIMS CML PRODUCT REVISED •,,, FUL E Y 70592 nS complying 1viLh ft floridc C .3538 I31ifdalECode. AcccpMtuc IJo l�-0512.1Q v 8 �' t NOTE: C-x imfian DateZa$b v GLASS CAPACITIES ON THIS SHEET ARE a O1`� °y drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) FLANGEADAPTOR FRAM 2 Mam de hodad ccggfa AND FLORIDA BUILDING COMMISSION I FIANCE DIMS I W10_03 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of 9 1/8'ANN. GLASS 1/8" HEAT STREN'D GLASS Iy�U Z M 075"Interlayer 075"Interlayer - 0j Saflex CP With PET Core Saflex CP With PET Care o _- By'Eastman Chemical Co.' By'Eastman Chemical Co.' m 3 OR OR 0 m 090'Interlayer 090'Interlayer So ex Clear And Color Glass Saflex Gear And Color Glass L-j N By'Eastman Chemical Co.' By 'Eastman Chemical Co.' Q F n a. OR OR c o 090"Interlayer 090"Interlayer Q w Kuraray SentryGlas 'Kuraray SentryGlas d ul By'Kuraray America, Inc.'OR By 'Kuraray America, Inc.'OR 1] 090"Interlayer 090'Interlayer utQ Kuraray Butacite PVB Kuraray Butacite PVB n By'Kuraray America, Inc.' By 'Kuraray America, Inc.' a p a C Lu m o 0 or 1/8"ANN. GLASSIF 1/8"HEAT STREN'D GLASS r S m mO m a p 0 N SILICONE rm„ SILICONEa w 3 LL w M1 ,, GE 1200 S Mi GE 1200 I N ca r DOW CORNING 899 c+ca i' /'DOW CORNING 899 r .2 a I DOW CORN NG 995 I ' DOW CORNING 995 J 0 ro G Qw�f W E8 W ES m " AT 1/4 POINTS ON LITES AT 1/4 POINTS ON LITES rn W M4 WIDER THAN 36" W M4 WIDER THAN 36" -� ' GLASS TYPE 'A' GLASS TYPE 'H' cS O w 5/16'OVERALL LAM.GLASS 5/16"OVERALL LAM.GLASS O rY (L.M.I & S.M.L) N In LL 1/8'ANN.GLASS 1/8"HEAT STREN'D GLASS Tn N F, c, 075"Interlayer 075"InterlayerO M So ex CP With PET Core Saflex CP With PET Core OR,Eastman Chemical Co.' Q'Eastman Chemical Co.' z 3 0 090" Interloyer 090'Interlayer o Saflex Clear And Color Glass Saflex Clear And Color Gloss O p By'Eastman Chemical Co.' By'Eastman Chemical Co.' �' U OR OR w 1/4'AIR SPACE— 090" Interlayer 1/4"AIR SPACE 090'Interlayer S Kuraray SentryGlos Kuraray SentryGlas rn 8By'Kuraray America, Inc.''OR By 'Kuraray America, Inc.' OR 1 'ANN. GLASS 0 / 090'Interlayer 090'Interloyer Kuraray Butacite PVB 1/8"HEAT STREWD CLASS Kuraray Butacite PVB By'Kuramy America, Inc.' By 'Kuraray America, Inc.' 1/8'ANN. GLASS 1/8" HEAT STREN'D GLASS a �5 m SILICONE M SILICONE m GE 1200 N GE 1200 _, DOW CORNING 899 DOW CORNING 699 F' M1 ii DOW CORNING 995 \m M1 :l DOW CORNING 995 M a XL EDGE SPACER XL EDGE SPACER J Si. STEEL BY'CARDINAL' .I ST.STEEL BY'CARDINAL' a OR OR ` m DURASEAL BY'QUANEX' v DURASEAL BY'QUANEX' O OR 2 OR _ W E9 SUPER SPACER BY'QUANEX' ES SUPER SPACER BY'QUANEX' Engr.JAVAD AHMAO PRODUCT REVISED ` ,s M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES - HCA. CMyL 70592 -e-replying»vhtho Flaride t - 7638 Building Code ocaJJr1 ,�G]•ASS TYPE 'AI' GLASS TYPE 'BIPe[e <0.70"OVERALL.INSUL LAM.CLASS (L.M.I ONLY) 0.70"OVERALL INSUL LAM.CL1STi ,�; �)�15 RL Dade Prodid 1-1 drawing no. (S.M.I.) W 10-00. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'Al' &'B1' MUST BE TEMPERED. sheet ,j of 9 f SEE ANCHORS - FLANGE & FLANGE ADAPTOR FRAME {�U 1BY rOR SPACING METALIR o WOOD BUCK _ STRUCTURE �Y o ' a; \-o- a EDCE".DISi.- TYPICAL ANCHORS Za�' �a o ------------------- FSEE E—. U r_______________ 1 _ e n a y FOR SPACING o rc I I MWlI—DADE COUNTY APPROVED I j f.w m o rii E I� MULLION& MULUON ANCHORS �I Q f n EDGE DIST. 3 0 I.DIST. N i SEE SEPARATE NOA i I m O o cmv z \ I I EDGE DIST. i d am ;m y TYPICAL ANCHORS _ TYPICAL ANCHORS SEE ELEV. SEE y u S5 FOR SPACING FOR SPACING w m n Q W N LL C ii'i M9 j z M Q J ° 41 Qw�Sr 0 2 3/� WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. =g ,N Ij li SWEEP LOCK 2 3/8'MIN. TYPICAL ANCHORS: SEE ELEV. FOR SPACING it is 1 OPTIONAL TO d EB j EGRESS LOCK 1/4" DIA. TAPCON BY 'ITW (Fm=120 KSI,Fy=92 KSI) i AT SILL N �` 1/4" DIA. ULTRACON BY 'ELCO' (FU-177 KSI,FY-155 K51) 3 O w INTO 2BY WOOD BUCKS OR WOOD STRUCTURES = 0 oo1-1/2" MIN. PENETRATION INTO WOOD 43 p� THRU 1BY BUCKS INTO CONC. OR MASONRY < to n^ p Ea WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO CONC. OR MASONRY "c O N� n DEPTH SHALL BE 2W. THE USE OF - O 3 W i q DEEPER OR BEVELED WOODBUCKS IS DIRECTLY INTO CONC. OR MASONRY Z Z 1 PERMITTED. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY EzE 30m n W IX14 SMS OR SELF DRILLING SCREWS (GRADE,2 CRS) j INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) o o 1 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) g �) r INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' ° N ' (NO SHIM SPACE) $4 = 1 TYPICAL EDGE DISTANCE m p ` - I i 2 INTO CONCRETE AND MASONRY = 2" MIN. E6 INTO WOOD STRUCTURE = 1" MIN. i INTO METAL STRUCTURE = 3/4" MIN. o 0 0 M9 . > 8oE WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. a m CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. O 14 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. o _ 1 ff__qM 17b ..p C Engr.JAVAD AH PRODUCT REVISL•D r "B a` CMI. ns complying with the Flmide - d FIA.PE gBuilding Code ! .. C.AN. 353838 10 Amptance No .. ..a a ' EDGE .p' ° sN ,•m'•. — 2 eion Dae -20Z 1TYPICAL ANCHORS yBrtSEE ELEV. Miamade Prodmt EDGEDSa Oo E c I drawing no. v, TYPICAL ANCHORS FOR SPACING {) SEE ELEV, LQ) Wi 0-03 WOOD BUCK FOR SPACING f sheet 4 Of 9 it (I 1/4"MAX. BUCK WIDTH 1/4"MAX. FLANGE & FLANGE ADAPTOR FRAME SHIM SKIMS TYPICAL ANCHORS ' SEE ELEV. —� S6 SS SEE ELEV�HORS p y 1 to FOR SPACING y t M9 FOR SPACING ' FLANGE ADAPTOR FRAME �g 8 v iL GI LL METAL STRUCTURE �^ '•','1/4" a L C o10 04¢w � WW m0 1 w 113Y A �i.44ZiiIn LL M EXTERIOR WOOD DUCKS O.L. K o M fn n 1/4"MAX DUCK WIDTH 1/4"MAX. , c, SHIMS SHIMS F li v U) N ... TYPICAL ANCHORS ! �' O SEE ELEV. - TYPICAL ANCHORS i 3 O W FOR SPACINGSEE • i 3;FOR SPACING = - v1 "' i43 cn ?�N N7 va o O � rt _ ^. C u z� ' Y WOOD BU R W006 STRUCTU E2 y U ,DY , WOOD DUCKS _ y a MIAMI-DADS COUNTY o§o m APPROVED MVWON m B w de MUWON ANCHORS 1/2'TYP. o g B SEE SEPARATE NOA m a q o BUCK WIDTH BUCK WIDTH 8. INTALLATION DETAHS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND \_ 1 - - FLANGE ADAPTOR FRAMES. o o$$8 1 i > 1 I ��e m o t t I I En9r.'JAVAD AHM PRODUCTREVISED r I I FLA PEI T0592 w ctlmplying with the Florida ' C.AN a Building Code a u I Y ,._- -'• -_.._.. Acceptance No lS•D51 .�� o 'a. —, o _ w I, i., D � E . By adkPxndat� drawing9 no. 114 X 1"FH.SMs. J ° 20 IS W10-03 sheet 5 of g t TYPICAL ANCHORS METAL �^ SEE ELEV. LGE EQUAL LEG FRAME 4.V n 1BY FOR SPACING o WOOD BUCK TYPICAL ANCHORS m f____________________l r______________ __i SEE < A •< 'EDGEv DE-• / FOR SPACING o I_ I MIAMI-OAOE COUNtt APPROVED °d ° 4// 1 MUUION& MULLION ANCHORS I Yr- e.' .a. • -' g c \ EDGE N I I SEE SEPARATE NOA 3 I I I EDGE DIST. I I Q a e I O i7 p ,,,. LL________ 1 W p E1 TYPICAL ANCHORS TYPICAL ANCHORS C Qy m o �I li M2 SEE ELEV. SEE ELEV. CIL Q .L FOR SPACING FOR SPACING �: SS TYPICAL ANCHORS W MIAMI-DADE COUNTYC i! SEE ELEV• APPROVED MULLION Q w FOR SPACING N:o I & MULLION ANCHORS LL 2 m a I,, M9 1/4•MA%. SEE SEPARATE NOA J L7 m f J o BUCK WIDTH BUCK WIDTH BUCK WIDTH Q w�f \SHIMS !I!!I " II SWEEP LOCK 1 1/4"' 1 OPTIONAL TO _ _ = I I - fn n I- EGRESS LOCK _ AT SILL - — - 3o O v a O w ' C3 i m En ~s H N o E4 __j ¢ N Lo m G3 o3 M 0 aiI 1 0 3 N W ! o #14 xt•FH.SMS. w —Z E. l 7 m 'v E3 Ee Z p W I! w 1;7pa ..1 •. o w_ •.J 4 EQUAL LEG.FRAME CAN BE INSTALLED DIRECTLY o li ; INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. o ly 1 N 0 - C„ I. o' B� w • v"i "I i 2 3/8•MIN. U n gg L a e O j S4 2 i 2 3I, B•MIN. TYPICAL.ANCHORS o a SPACING C. .. f SEE.ELEV. M9 •' a: I Mh FOR SPACING ` o m$ {(1 E2 En9r.JAVAO AHMAD c - PRODUCT REVISED `��, CML m complying with the Florida q a -_--- - FLA PE X 70592 ( tilding Code WHEN USED THE MIN. WOOD BUCK AC.& . Aocaf12•!0 DEPTH SHALL BE 2%". THE USE OFLi unto.DneEDGE DI � TYPICAL ANCHORS DEEPER OR BEVELED WOODBUCKS IS BlyS�mayPERMITTED. Miami8YFOR SPACING015 [WOOD BUCK - I - _ sheet 6 of g TYPICAL ANCHORS ILLUSTRATIVE DTLS.ONLY SEE ELEV. FIN FRAME �W o E)(T.OR INT. FINISHES 11 FOR SPACING 0 NOT BY CGI 0 5 Z 3 \U Q f N HOUSE WRAP TYPICAL ANCHORS: SEE ELEV. FOR SPACING ar a0 c p NOT BY CGI #8 SMS (GRADE 2CRS) V p Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w E8 I I '--- BACKBED 1-1/2" MIN. PENETRATION INTO WOOD V CAULKINGcy O W i7 0 3 I M2 0L< til Ij � S5 O N00 II I! Q W 3 LL u W LLZH o . Inf ^ o y Q wery5 0 0 10 N II Ij SWEEP LOCK 1O OPTIONAL TO EGRESS LOCK to , . EB AT SILL 3 w- a owWOOD I 6 NOT BY CGI STRUCTURE 1% BUCK HEIGHT 1/4-GMAX ? N IGAP _; . a E4 1/2•MIN. =N o 0 1/2'MW. �rj M I Qi O O N M n w _ 1 CAULKINGBACKBED y 4 o N II 2 TF o I s4T > � I ( HOUSE WRAP E8 NOT BY CGI E3 E8 EXTERIORm' _ j1 M9 mom S$ { D.L.OPG. a I 114 BACKBED O CAULKING _ o ' F2 Engr:JAVAD AHMAD PRODUCTREVISED o u CML --plying with the Florid. I it HOUSE WRAP FIA.PE A 70592 Buil ding Codc o Q NOT BY CGI 1 1/2' i g 4CkN Ex.PlionDsm1S•0512•!D?Ajm i ade ProdDel' drawing no. 1 TYPICAL ANCHORS }� W10-03 SEE ELEV. 11 FOR SPACING sheet 7 of 9 s' ITEM PART,# QUANTITY DESCRIPTION MATERIAL MANF./SUPFUER/REMARKS - E1 CGI-100 - 1"-"y- FRAME,HEAD 6063-T6 - `^ I E2 CGI 101 1 FRAME SILL 6063-T6 - E3 CGI-102 2 FRAME JAMB 6063-T6 - Z J E4 CGI-103 1 MEETING RAIL 6063-T6 - 0~ N FS CCI-104 I LOCK RAIL 6063-T6 - E6 CGI-105 1 HANDLE RAIL 6063-T6 - Q;p c v E7 CGI-106 2 SASH RAIL 6063-T6 - d C E8 CGI-107 AS REQD. 5/16'GLAZING BEAD 6063-TS - iY p E9 CGI-108 AS REQD. 0.700'GLAZING BEAD 6063-T5 - G t n 'E10 CCI-109 AS REDO. FRONT FLANGE ADAPTOR 6063-T6 - V p M Ell CGI-110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - Q' l7 00 E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - 0 IL n G N� E13 CGI-136 2 FLANGE FRAME JAMB: 6063-T6 - o E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - Q 3 6 )7. y-m E77 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - � Z.tl c7 In E U M7 CGI-382V AS REQD, GLAZING BULB VINYL(DUROMETER 75-EO SHORE A) FVC - 0 _ M2 CGI-111 OPTIONAL SCREW COVER PJC PROTOTYPE OR EQUIV. f `� M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM,3-LONG AT ANCHOR LOCATIONS PVC M4 - 2/ LRE SETTING BLOCKS EPDM DUROMETER 8015 SHORE A M9 SUPER BOOST 2/WDW. SPIRAL BALANCE - BSI OR EQUN. m M10 - 2/WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. d V) ' ct N _ M11 W23201NG AS REQD. .PILE WfTH CENTER FIN WOOL ULTRAFAB OR EQUIV. o O M12 CGI-129 1/WDW. EGRESS LOCK ALUM. SULLIVAN 3 O W ' M13 CGI-131 2/WDW. HANDLE RAIL END CAP NYLON M&M = O • vi M14 E26018WN - - D BULB-T SLOT PVC ULTRAFAB OR EQUN. M15 CGI-133 4/WDW, SASH GUIDE(SPIRAL BALANCE) NYLON M&M •(/J ^n , M16 CGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M o p N M M17 A30730401-32 1/WDW. CAM LOCK ZINC TRUTH OR EQUIV. O 3 M18 CGI-132 2/WDW. SASH STOP, 2'LONG FVC PROTOTYPE OR EQUIV. w Z Z N - M20 CGI-125 2/WDW. SASH CAM(8/T BALANCE) NYLON M&M' M21 - 2/WOW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. N U(?:5; d I 1L M22 146-6 2/WDW. WEEP COVER NYLON AMESBURY OR EQUN w F { M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EQUN. w lj ' N S2 - 2 OR 3/CORNER # 10 X 1 1/4'I.G.PHL PH. SMS. ST/SL ASSEMBLY SCREW - - 54 - 4/WDW. 8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREW SS _ 2/WDW. 8 X 1'LG. FH.SMS. ST ST.SPIRAL B.ASSEMBLY 56 - 2/LOCK # 6 X 1/2'LG. FH. SMS.6 CGI-133 &CAM LOCK C osa j o f Engr.JAVAD AHMAD PRODUCT REVISED CML as complying with the Florida FLA PE g 70592 Building Code C.A.N.3538AcmptanceNo� -0 12. ` 'Tylion Dife Q o BY D Mi6rn' ade PTadud drawing no. W10-03 sheet 8 df 9 t 1.745 .811 .811 T- �065 1 � .745 .065 TYR Typ. a 0 .050 I l.015 1.015 0. FLANGE FRAME HEAD FLUSH FRAME HEAD NAIL FIN ADAPTER 0 UQ H 1.583 1.593 1.0070 IL o. TYPI 0 .065 .065 TYR 2.113 Ln 2 1�368 3175 3. 5 1.015 3.6 5 VENT TOP CORNER 7 1.429 1.429 N of 1220 .500 1.000 m .500 MEET)NG RAIL FRAME TOP CORNER In -T 0 2.505- Of 2.505- 0 Lu ri.220- 0 E104 FLANGE FRAME SILL FLUSH FRAME SILL Ad 1.043 .500 1.301 1.301 L 1.788 0 065 0 3: 7YP. z z P3.�17 L J F7..7- . yQj 065 4*065 Vp, TP. TYP. 1,015 2A40 2."0 ac L -7 LOCK RAIL 1.015 FRAME BOTTOM CORNER VENT BOTTOM CORNER i 2.195 745 .745 -�.3 -2.846 2.346 0 FLANGE FRAME JAMB FLUSH FRAME JAMB 1.892 .490 L 465 .120 1.043 Typ. T1 > .las .054 Typ. Typ. .Ic .2 .864 .864 OHAND RAIL 0. . . 5/16" GLAZING BEAD .700" GLAZING BEAD En9r:JAVAD AHWAD ri i i i P�� 60j==[1.449--� L PRODUCT REVISED C� AC 71 1.395 --1�745 1450 FLA C VG-2 -.Mpl i�gnth Ebt Florida .38 y Bildi.g A-pmcCe dNo 10 -7. E� 4 .050 3 050J 2D20 ZLE .0 11025 065 1,015 .065 j 13 drawing no. 4 u 0EY W10-03 FLUSH FRAME COVER SCREW COVER O SASH RAIL 1 (9FLANGE ADAPTOR sheet g of 9