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HomeMy WebLinkAboutProduct ApprovalsMIAT"!-DADE MIAMI-DADE CoumTv PRODUCT 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.eoWeconomv CGI Windows and Doors, Inc. IU100 NW 25b Street Miami, FL 33172 SCOPE: h s NCA is being issued under the an rules and regulations governing the use of construction. maters. 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 (AIIJ). This N'A shall not be valid after the expiation date stated below. The Mian'u-Dade County Product Control Section (In Smiiami-Dade County'i and/or the AFU (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. 11' this product or material fails to perform in the accepted mprner, the manufacturer will incur the expense of such testing and the Alli may immediately revoke, modify, or suspend the use of such product or materia': within t heir jurisdiction. RER reserves the right to revoke this acceptance, if it is detemmed by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. Thk product is approved as described'herein, and has been designed to .comply with the Florida Buriding Cu -de, including tree High Velocity Hurricane Zone. DESCRIPTION: Series "238" Aluminum Protect Out Window - L PdLI. APPROVAL DOCUMENT: Drawing No_ W99-04, titled "Series 238 Alum. Project Out Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision K dated 01/05/18, prepared by Ai-Farooq Corporatiaa, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Rev-1sion stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT P.ATLNG: Large and Small Missile Impact Resistant Lz%-BELINC: Each unit shall bear a permanent lzbci with the manufacpser`s naTMe or logo, city, state, modei/series. and Bollowmg stntement: "Miami -Dade Count Product Control Approved", milless 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. T'EWgIr IAT ION 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 (,ho- product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes s: all automatically terminate the NOA. Failure to comply Nvidi any section of this NOA shall be cause for termination and removal of NO _DVERTISEAT .NT: Fhe NO 11 -:umber preceded by the words iiia i -Dade Count.,, Florida. and fob ,:ed by the expiration date may be displayed in advertising li emture. If any portion of the NOA -is displayed, thcn it shall be done :,i its eniLevy. INsPE�—HON; A copy of this entire NOA shah be provided to the user by the manufacturer or its distributors and shall be available for ins-ocction at the lob site at the request of the Building Official. lei s NOA revises renews NOA No. 1� OSls 21 and consiss of this page 1 and evidence pages E-1, E-2, E -s and E-4, as well as approvals document mentioned above. The submitted documentation was reviewed by 1Ylanuel Perez, P.E. NOA No. 17-09'.8.06 Espiratian Date: October 31, 2023 ApprwmlDate: January 38, 2033 Page I CGI Windows and Doors, Inc. i. A. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE SUBNIITTED UNDER PREVIOUS NOA's DRAWINGS 1. Manufacturers die drawings and sections. (Suhmitted under NOA's No. 96-0717.04 and 99-0329_02) 2. DrawingNo. VV"99-64, titled "Series -238 Alum. PrejectOut Window", sheets 1, 1.1, 2, 3, 4, 5, 5.1, b and 7 of 7, dated 01/21 /99, with revision I dated 04/10/15, prepared by Al-Farooq Corporation, signed and scaled by 3avad Ahmad, P.E. TESTS i. T -st reports on: 1) jJniform Static Air Pressure Test, Loading per FBA 2027 C T 202-79-4 ✓- 2) Large Missile in, pact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along wiith marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite"PJB interlayer, Duraseai® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories. Test Report No. CTLA-3056 `vVA, dated 03/03/15, sued and sealed by Ramesh C. Patel P . ?. Test reports on: I Uniform Static Air Pressure Test, Loading per FEC TAS 202-94 2) Large fissile impact Test per FBC, TAS 201-9^-. 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 "Butacne" P -V B interlayer, irrraseal® and Super Spacer, insuiatin_ lass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03%03/15, signed and sealed by Ramesh C. Patel, F.E. 3. ,est reports on. 1; Uniform Static Air Pressure Test. Loading per FBC TAS 202-9' ,) - arge Missile hnpact , est per IFF Br I AS 201-94 3) Cyclic yt:'ind Pressure Loading per FBC, TAS 203-94 %:Ong with marked -up drawings and installation diagram of a series 23" alt irun3am Exed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(k and Super Spacer insuring glass spacer prepared by Certified Test Laboratories, Test Report No. CTL_A-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) Unifo=, Static Air Pressure Test Loading per FBC TAS 202-94 31 :Nater Resistance Test, per FBC, TAS 202-94 4> Forced Entry Test, per FBC 24113 2. 1, T AS 2 02-4^ along .:''n marked -up dra` mgs and installation d'a am of sl, ^in' rr casement, project-ou- and faxed windows, prepared by Hurricane Test Laao-a":ory, Inc, Test Reports No. HTL-0080-030_' and L -00800 ;905-+"s71, dated 08/08/08. ail signed and sealed by AV'innT. Abraharn, P.E. SuJ m tted underNf?4 No. 08-1010.03) E-1 e;- Manee3 Pe Z,C E., Product Control - er NO:A No, 17-0 _ .05 Er?iratioL fila€e: October 3-i, 2023 Approval Date: Jan_Lar v 1S,.2018 CGI Windows and Doors, Inc. NOTICE OF ACCEPT ANCE: EVIDENCE SUBMITTED B. TESTS (CONI7NUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum project -out window, prepared by Hurricane Engineering & Testing, Inc. Reports No. HET"8-2143, HETI-08-2344, RETI-07-4298 and HETI-074287, dated 06/27/08 and 07/17/08, all signed_and sealed by Candido F. Font, P.E. (Submitted under NOS No. 03-1010.03) 6. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202-94 21) Uniform Static Air Pressure T est, Loading per FBC TAS 202-94 3) _Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2-411.3 2.1, TAS 202-94 along with marked -up drawings and installation. diagram of aluminum easement, project -out and fixed windows, prepared by Fenestration Tes ng Laboratory, Inc., Test Reports No. FTL-1055 and FTL -109, dated 10/18/94, signed and sealed by a V, 1 E _ mi mull, (Submitted u--nrler NOA No. 96-0717.00 p 1\! QP i I T - per T '? i y h Test r..ports on: i1 _:arm., lvt_SSne m�pact I L p.,_ i'. _ l-�-.. 2) Cyclic'FTind Pressure Loading per FBC, TAS 203 94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane T est Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 09/08/96 and 12/23/98 respectively, all signed and sealed -UV Timothy S. Marshall, P.E. (Submitted under ATOA 3 No. 96-0717.04 and 99-0329.0,) C. CALCULATION'S ., Anchor vellication calenlations and structural. analysis, complying w ti'i FBC nth Edition (2014), dated 09-1/03/1 4, prepared by M-Farooq Corporation, signed and sealed by Javad Ahmad, F.E. (Submiftedunder NOA No. 14-0913.0x3) 2. Glazing complies with ASTM E1300-0_ D.=JALITs ASSaF_R_kNCE 1. 1'v'riam, made �ep�ru-rent of Regulatory and Economo Reso-srces (P,��c). Prodact Controi E -min r NOA No, 17- .06 E%Uiration Date: Octo'ber31, 2--',23 Approval Date: jannaryy18,201.-8 E-2 CGI Windows and Doors, Inc. NOTICE' OF ACCEPTANCE: EVIDENCE SUBMITTED E, MATERIAL CERTIEICATIaNS 1. Notice of Acceptance No. 14-0916.11 issued to Kurar ay Amer -lea, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2_ No -Lice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Sallex IIP Composite Glass Interlavers w th PET Care" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for weir "Butacite2) PVB Glass Ltterlayer" dated 04/25/15, expiring on 12/11/16. Notice o f n No. 14-0=122.17 issued to Eastman C emi-cal Colo any ,CUA) Y. '1otii.0 Ll ili..eepE�.anCe 1 p Company, ­UA) for Heir "Saflex Clear and Color Glass interlayers" dated 06/19/14, expiring on 05/21/16. F. STATE°IiEN':S 1. Statement letter of conformance, complying with FBC 51 Edition (2014), and of no financial interest, dated 09/03/14, issued by Al-Farocq Corporation, signed and sealed by Tavad Ahmad, F.E. ("Submitted anderMIA Xo. 14-0975.0R` 2. Laboratory compliance letters for Test Reports No. CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, issued by Certified Test Laboratories, -me., dated 08/08/08, ail signed and sealed by Ramesh C. Patel, P.E. 3. laboratory compliance letters for Test Reports No. 1 T1,4080-0301-07 and MIL -0080-0905-07, issued by Hurncane Test Laboratory, Inc., dated 08,/08%08, _ll signed and sealed by Vino J. Abraham, P.E. %Satneo 0wa�619.83) 4. Test Proposal for the Qua.lfication of But(aciteO _PVB .glass interlaver by Kuramv America, 111nc., as well as Dura -sea -10 and Super SracerO Standard warm -edge flexible insulating glass spacers, dared December 16, 2014, issued by RER, Product Control Section, sued by ,lairne Gascon, P.E.., .5'upCI ViSor, Product Control Section. G_ OTHERS 1_ Notice of Acceptance No. 11-0915.08, issued to CGI Windows & Doors for their 5ei'eS u2J 8" Aluminum PZ6�eci-O2:. ryai,ndow' - 1,M,-'. appZOved on v2/0�l i.�i and ex pining on F11 -r - Manuel Perez. .E, Pr o3nct Con E; al E lx:a:,,.3aer NOA No. 17-0918.06 Expiration. Date: October 31,.2023 Approval bate: January 18,2018 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DP,AWINGS 1. IJrawingNo. W99-0' titled `'Series -238 Alum. Project Out Window', sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision K dated 01./05/18, prepared by Al-Farooq Corporation, signed and scaled by Javad Awad, P.E. B. TESTS 1. None. C. CALCITLATIONS 1. Anchor verifica`ion calculations and structural analysis, complying wrr. ;~B`: 6' Edition (2017), dated January 8, 2018, prepared by Al-Farooq Corporation, signed and sealed by Javad P lunad, P.E. 2. Glazing complies with ASTM E1300-09/12ae D. QUALI.11A ASSURANCE I. Miami -Dad --Department ofliegullatory and Econonuk, Reso-u ices (l-'�). E. NUTERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas© (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 0'•/04/23. 2. Noticc of Acceptance No. 17-0712.03 issued to Eastman Chemical Company iNT IA) -- tr'cir "."Sallex Ci — Sallex and Sailex I3'P Cv'aiip G9lte GI ss Tnte3'layers with PET Core" dated 09/107/17, expiring on 12.1_ 1/18. 3. lvotice CI A" ent'an:;.e 1'*TO, 16-1117..;,1 issiiEC. t0 i' lir aril"v Aim. -e f,`:a. Inc fit.` ticir rosi_folw vitraciear. Clear and Color P VB I–terlayers" dated U,/_9'1 / exri L, or, 07/08/19. a. Notice of Acceptance No. 17-07 12.05 issued to Eastman Chemical Compa y° (MA) 'or their "Sal ea Clear and Color Class Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of confotrmance, Of complying ,xvith EBC 55" Edition (2014); with EDC. 61 Edition (2017) and of no financial Merest dated Aug-ast 30, 2017, issued by Ai - i arooq Corporation, sly ed and sealed by Javad Ahmad, P.E_ "EMMU MSC I Nonce of Acceptance �Vo. i9-ti�12.L i, Ss'ueCt i0 C,vi WlridvwS anii LOOTS, u`li'.. 1`Or 1.11e1r Series "238" Alummllm Project Out Window i, Ail. approved or. +09/17/15 and expiring on 10/31/18. r -oduct Contro! Ex . iner NOA No. 17-0918:06 Expiration Date: October 3-1, 2023 A.prrovai-Date: January 18, 2018 E–G O C EXTERIOR NOTES: FLANGE FRAME FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. THIS PRODUCT HAS BEEN DESIGNED ANDTESTEDTO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE - DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL WINDOW WIDTH VENT WIDTH -71,M WW -2" Z m m D.L. CPG. Z WW -7" X c Q W Z 6" MAX. TYP. III A mmz r+ Cr HEAD/SILLIII 1 p IL 0. OJ N CORNERS �I !. U �! y. , d. lu w I i _ . Cf j O GENERAL WINDOW SECTIONS EQUAL LEG FRAME EXTERIOR FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. CAM LOCKS 2 LOCK POINTS ALL SIZES WW -1 1/2" D.L. OPG. WW -6 1/2" 6" MAX TYP.. MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS !MAX. WDW. LOCK WIDTH !POINTS 42" 2 63" 3 64" 4 14 1/2" 10" OR 17" I J SEE SHE 6 FOR CAPACITY TYPICAL ELEVATION (EQUAL LEG FRAME) J44 0 8 NIB PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.06 Expiration Date 10/31!2023 I4m o l l IIZ M mIU m C CY $ �Q a W 11 w z II w o\ d \ li � II -��• II � II U W� T Qwmfr I! I \i ci�I3 �! — -TF: =--1- _— � o U W of O O w W X s LL MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS !MAX. WDW. LOCK WIDTH !POINTS 42" 2 63" 3 64" 4 14 1/2" 10" OR 17" I J SEE SHE 6 FOR CAPACITY TYPICAL ELEVATION (EQUAL LEG FRAME) J44 0 8 NIB PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.06 Expiration Date 10/31!2023 SURFACE APPLIED FALSE MUNTINS DPTIONAL I4m o l l IIZ M mIU m CY $ �Q a W 11 w z <z I �00`ol00, io OU h0 O W U W� T SURFACE APPLIED FALSE MUNTINS DPTIONAL SIP 1 c. 70592T O •,• 49 OR '•�9< drawing no. W99-04 >m M I. CY $ �Q 0 < r! 0 2� tl SF ry 0 0 Qwmfr I! \i I( o o �! � o U W of O O w W X s LL N N r Go 0Nm O W W CD _ 0:2 0 O Q u v�IIU��I-I SIP 1 c. 70592T O •,• 49 OR '•�9< drawing no. W99-04 ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. W 11 CORNER KEY .060 THICK ST. STEEL .754 I .383..x(' I � 0 .045—'i'� .617 CGI -375: OGEE GLAZING STOP I 2 5/8" CORNER KEY 0662 THICK ALUMINUM 753 050 0750 ;3 bi .617 ro— CCI -396: SQUARE GLAZING STOP n FLANGE FRAME EQUAL LEG FRAME 5 ITEM PART # I QUANTITY DESCRIPTION MATERLIL I VANF./SUPPLL,R/SEMGRYS 1 CGI -373 4 FLANGE FRAME 6063-76 INDALEX OR EQUIV. 1A CGI -397 4 EQUAL LEG FRAME 6063—T6 'INDALEX OR EQUN. 2 CGI -378 4 VENT (5/16" LAM. GLASS) 6063—T6 INDALEX OR EQUIV. 2B CGI -381 4 VENT (INSUL LAM. GLASS) 6063—T6 INDALEX OR EQUIV. 2C CGI -385 4 VENT (7/16" LAM. GLASS) 6063—T6 INDALEX OR EQUIV. 3 CGI -375 4 OGEE GLAZING BEAD 6063—T5 INDALEX OR EQUN. 3A COI -396 4 iSQUARE GLAZING BEAD 6063—T5 !NDALEX OR EQUIV. 4 — 4 .060 THICK CORNER KEY ALUMINUM — 5 — 8 .060 THICK CORNER KEY ST. STEEL — I I 6 AP -425 AS REQD. FRAME WEATHERSTRIPPING — SCHLEGEL APTU'S 7 Q200 X190 AS REQ➢. VENT WEATHERSTRIPPING — SCHLEGEL Q—LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT JAMBS STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SMS 9A — 2/ VENT MULTI POINT LOCK — — 10 — 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8' SS SMS 19 — 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS —#10 X 1-1/4" SS SMS LTIE I SETTING BLOCKS EPDM DUROMETER 80.L5 SHORE A FRAME COF Li VENT (5/15" IAM. GLASS) i � Fill I m �z ami 0 Z X1141 Lj mj! ae C-0UofD 0�� 0. Iv u 0 tjyti 0•�5N e 0c �I �zz Q WILL a li ZOE A 0 IG Q j zME w; ', �f of �C II 0 z 0 LuI 0 0- C JZ) N i(J � N 3 �n co p n C : N i G u off.= C7 pE u VENT (INSUL. LAM. GLASS) VENT (7/16" LAM. GLASS) IA 0aZVI PRODUCT REVISED as-comlplying with the Florida Building Code NOA—No. 17-0918.06 Expiration Date 10/3112023 By SHEAR CLIP CHANNEL 1 17iz = z = 0.7 592 c r u • ° O N O U D TATE OF • ,�4<0 crowing 1000 I_� METE 706 .125 O�i� w c x Q Q)L fJV O dl0 R SHEAR CLIP CHANNEL 1 17iz = z = 0.7 592 c r u • ° O N O U D TATE OF • ,�4<0 crowing 1/8" ANN. GLASS ANN. GLASS By 'E Saflexstman CP With PET Core By 'Eastman Chemical Co.' r3/?o" HEAT Si'REN'D GLASS \ .075' Saflex CP With PET Core U�X3/16" `- I �4 v� y- .090" Saflex Clear And Color Glass By 'Eastman Chemical Co-' INTERLAYERS� .090" Trosifol PVB \ By 'Kurcray America, Inc.' a-/8" ANN. GLASS Z wL Yr j� m t SILICDNEm z w GE -1200 ly DOW 995II i DOW 899 r 12 AT 1/4 POINTS ON LITES WIDER THAN 36" 5/16" NO AL GLASS TYPE '2' .090" Saflex Clear And Color Glass �INTERLAYERS-; F- By 'Eastman Chemical Co,' . 090" SentryGlas ' By 'Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' 3%16' ANN. GLASS j� r r SILbt \ GE -1200 DOW 995 � 117 II DOW 994 �I� 12 AT 1/4 POINTS ON L'TES WIDER THAN 36" 7/1E" NOMINAL GLASS TYPE '3' d I _ I�rn iv BY 'Eastman Chemical Co.'Im .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' INTERLAYERS \ .090" SentyGlas By 'Kuraray America, Inc.' \' .090" Trosifol PVB \ By 'Kuraray America, inc.' I 3/16" HEAT STREN'D GLASS SILICONEI i i I� DOW 995 II II ri DOW 995 �I�t II liaQ DOW 899 SQUARE BEAD i OPTIONAL ALL GLASS TYPES \ rr�l 12 AT 1/4 POINTS ON LFES WIDER THAN 36" 7/16" NC.-,112NAL GLASS TYPE '6' Z N m . y � w Q X it w o ` N M 7 I` UT q ,.`�j X R7 �` C o 0 .+ 6 tl LLa ? LL_ L, LCL Z "i - n ' r 02 .! W i w W as c) z, z aI O PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALLTES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRE NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAIL REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAIL WINDOW DIMS. GLASS TYFE '2' GLASS TYPE `3` GLASS TYPE '6' WINDOW DIMS. CLASS TYPE '2' GLA56 TYPE '3' GLA59 TYPE `6' WINDOW DIMS. GLASS TYPE `2' GLASS TYPE 13' GLASS TYPE 16' � � I C - a,I WIDTH I HEIGHT EXT. (+) 1NT..(-) jE1T. (+) ,NT. (-) EXT- (+) 1NT. (-) WIDTH I HEIGHT TEXT- (+) 1NT. (-) EXT. (+) ! tNT. (-) EXT. (+) 1NT. (-) WIDTH ; HEIGHT EXT. (+) 1 NT. (-) EXT. (+) j NT. !-1 EXT. (+) INT.I- I 24" I 24" 28" 30" 36" 42" 48" 54" 60" 66" 72" 78" 110.0 195A 770.0 ! 135.0 110.0 1 1959 42" 24" 29" 30" 3S" 42" 48" 54" 13B.8 710.0 195.0 I 110.0 195.0 25" 110.0 195.0 i� 38-3/8" 110.0 190.6 19-1/8" 50-5/8" 110.0 144.5 I 63" 104.2 104.2 74-1/4" 63.0 63.0 26" 110.0 795.0 38-3/8" 110.0 137.5 ( 26-1/2" 50-5/8" 104.3 104.3 I 63" 77.9 77.9 ', 4-1 /4" 46.6 46.6 26" 110.0 145.4 � 110.0 110.0 110.0 110.0 110.0 110.0 110.0 1 110.0 I liOA 110.0 110.0 795.0 110.0 195.0 ! 195.0 110.0 195-0 195.0 110.0 195.0 195.0 1?C.0 195.0 I 195.0 110.0 120.0 195.0 110.0 195.0 195.0 110.0 195.0 195.0 110.0 195.0 120.0 110,'0 12C.0 li 120.0 1 10-0 120.0 I 195.0 110.0 195.0 fEI �' 0 a f W ( O O Of 0- C U, O r J to N e 3 Oco 3 N O Z O _ q `0 v 0 � UI � :2 110.0 195.0 110.0 195.0 1100 1 1950. 110.0 118_9 110.0 195.0 110.O 195.0 110.0 194.3 110.0 195.0 110.0 195.0 1 1.0 1 110.0 195.0 110.0 195.0 F92;.5 110.0 167 a 110.0 j ?95.0 710.0 195.0 92.5 110.0 120.0 110.0 120.0 110.0 ,38.8 110.0 195.0 110.0 195.0 79.3 79.3 110.0 120.0 110.0 120.0 110.0 121.4 110.0 195.0 110.0 195.0 69.4 E9.4 110.0 120.0 110.0 120.0 107.9 107.9 110.0 195.0 110.0 195;0 61.7 61.7 170.0 1 120.0 110.0 120.0 95.4 95.4 110.0 195.0 110.0 120.0 24" 28" 30" I 36" 110.0 121.4 1.10.0 195.0 110.0 195.0 73.4 73.4 170.0 120.0 1 1O 120.0 104.1 104.1 110.0 195.0 710.0 120.0 56.1 56.1 110.0 120.0 110.0 1 120.0 97.1 97.1 1 10.0 195.0 110.0 120.0 43.8 418 110.0 120.0 170.0 1 120.0 813.9 80.9 110.0 120.0 110.0 1 120.0 34.9 34.9 110.0 120.0 110.0 120.0 69.4 69.4 1709 120.0 110.0 120.0 84" i 42" 48" 37" 38-3/6" 98.5 98.5 50-5/8" 74.7 74.7 110.0 110.0 194.5 110.0 ' 120.0 fr-J 120.0 110.0 120.0 I r 24" 110.0 194.3 110.0 195.0 110.0 195.0 60.7 60.7 i ? 0.0 120.0 110.0 120.0 110.0 166.5 110.0 195.0 110.0 195.0 54" 24" 28" 30" 36" 42" 107.9 107.9 110.0 195.0 110.0 195.0 1 30" 28" 30" 36" 42" 48" 53" 60.0 60.0 i 26" 110.0 128.1 42" 38-3/8" 86.8 - 86.8 50-5/8" 65.8 65.B 53-1/8" 26` 101.3 107.3 170.0 170.0 1 ? 0.0 ?10.0 110.0 120.0 110.0 120.0 195.0 110.0 195.0 120.0 1 t O.0 120.0 120.0 110.0 120.0 195.0 110.0 j 120.0 ",I O FILL 5 o < r c o w �oiw c o o r 110.0 155.4 110.0 195.0 110.0 195.0 92.5 1 92.5 110.0 1'120.0 110.0 120.0 110.0 129.5 110.0 195.0 110.0 195.0 86.3 86.3 1 10.0 .120.0 110.0 120.0 1?C.0 711.0 710.0 195.0 770.0 195.0 71.9 1 71.9 110.0 1120.0 110.0 120.0 ' 97.1 97.1 110.0 195.0 110.0 120.0 61.7 61J 110.0 .. ;120.0 110.0 I 120.0 86.3 86.3 110.0 120.0 11 Q_0 120_0 24" 95.4 95.4 110.0 195.0 110.0 120.0 54" 38-3/8" 68.6 68.E 710.0 120.0 110.0 120.0 a o o 60" 66" 60" 28" 30" NOTE: 77.7 77.7 110.0 120.0 110.0 1209 83.3 83.3 110.0 120.0 110.0 120.0 60.6 60.6 110.0 120.0 110.0 120.0 77.7 77.7 110.0 120.0 110.0 120.0 72" 78" 36" - GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 3 SEC. GUSTS AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 y M > y , e ° o ., p n o , n o B 46.0 - -- 46.0 110.0 -120.0 110.0 i20.0 64.8 64.8 110.0 - ',iz0.0 110.0 120.0 - - 1 10.0 120.0 - - E6" 24" 28" 30" 73.4 73.4 110.0 1120.0 110.0 120.0 1 24" 28" 110.0 161.9 110.0 195.0 110.0 1959 642 64.2 110.0 Ii120.0 110.0 120.0 110.0 138.8 110.0 195.0 110.0 195.0 0 110.0 120.0 60.5 60.6 110.0 1120E12 30" 36" 42" 48" 54" `� 0 O C1 PRODUCT REVISED as complying with the Florida qR�� LU \e 91Jwl OO lift// ` \,OCRIM$� _ es � o.70522 �_ - - }',� • m O ry \ 4 c 1 a o 110.0 129.5 110.0 195.0 110.0 195.0 72" 24" 28" 30" 56.1 56.1 110.110.0 120.0 107.9 107.9 110.0 195.0 110.0 195.0 48.9 48.9 110.110.0 120.0\36" 92.5 92.5 710.0 120.0 I 110.0 720.0 46.0 46.0 710.110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 78" 24" 28" 43.8 43.8 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 38.1 38.1 110.0 ;120.0 110.0 120.0 64.8 64.8 110.0 120.0 11.0.0 120.0 - - 110.0 1 120.0 - - 60" 30" Building Code NOA-No. 17-0918.06 Expiration Date 10/31/2023 By Mia i Dade Produc Co tri °. p �o ®'°. 'PdaT'E OF .°��e m � sX�yoj�®����� ¢i i p p i \\ drawing no. sheet of 7 3 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. +110.0, - 195.0 PSF = 10.00 84" 24" 28" 34.9 34.9 110.0 120.0 110.0 120.0 - - 110.0 120.0 - - FT. SQ. FT. I-/ 1/8" TEMP. GLASS' /8' TEMP. GLASS U AIR SPACE FAIR SPACE I' X11 X1/8" ANN_ GLASS \ 7-1/B' TEMP. GLASS I` .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090' Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, !no,' .090" Tresifoi PVB By 'Kuraray America, Inc.' 3/4" INSULATED GI -ASS TYPE '3A' .075" Saflex CP With PET Core By 'Eastman Chemical Co-' .090" Saflex Clear And Color Glass -r By 'Eastman Chemical Co.' I .090" Sentry&las I- By Kuraray America, Inc.' _ .090" Trosifol PVB By 'Kuraray America, Inc.' /8" TEMP. GLASS SILICONE DOW 899 AT 1/4 POINTS ALL SIZES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR N9TALIATION DETAILS 1/8" ANN. GLASS `' WINDOW DIMS. XL EDGE SPACER j GLASS TYPE '3A' ;! XL EDGE SPACER 5T. STEEL BY 'CARDINAL' WINDOW DIMS. - LLSILICONE ST. STEEL BY 'CARDINAL' WIDTH .HEIGHT :1 , GE -1200 OR DURASEAL BY `QUANEX' (-) < DOW 995 DURASEAL BY 'QUANEX' pR EXT. (+) DOW 899 ) OR SUPER SPACER BY 'QUANEX' \ HEIGHT SUPER SPACER BY 'QUANEX' (-) EXT. (+) 12 AT 1/4 POINTS ALL SIZES 24" 24" 28" 30" 36" 42" 48" j}" 60" 66" 72" 78" 84" 3/4" INSULATED 110.0 I 195.0 GLASS TYPE '2A' 3/4" INSULATED GI -ASS TYPE '3A' .075" Saflex CP With PET Core By 'Eastman Chemical Co-' .090" Saflex Clear And Color Glass -r By 'Eastman Chemical Co.' I .090" Sentry&las I- By Kuraray America, Inc.' _ .090" Trosifol PVB By 'Kuraray America, Inc.' /8" TEMP. GLASS SILICONE DOW 899 AT 1/4 POINTS ALL SIZES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR N9TALIATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS I NO SHUTTERS REQUIRED ' R.`FE.4 TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' j GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH .HEIGHT EXT. (+) INT. (-) EXT. (+) 11 INT. (-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+l 1M. (-) WIDTH HEIGHT EXT. (+) 11NT. (-) EXT. (+) 1NT. (-7 24" 24" 28" 30" 36" 42" 48" j}" 60" 66" 72" 78" 84" 110.0 195.0 110.0 I 195.0 I 42" 1 24° 28" 30' 36" 42" 48" 54" 110.0 ' 138.8 110.0 195.0 19-1/8" 26" 38-3/8" 50-5/8" 63" 74-1/4" 110.0 195.0 110.0 195.0 i 10.0 195.0 110.0 195.0 11 0.0 118.9 110.0 195.0 110.0 190.6 110.0 195.0 110.0 194.3 110.0 195.0 110.0 111.0 110.0 195.0 110.0 144.5 110.0 195.0 110.0 161.9 110.0 195.0 SZS 92.5 110.0 120.0 104.2 104.2 110.0 195.0 110.0 138.8 110.0 195.0 79.3 79.3 110.0 120.0 63.0 63.0 110.0 120.0 110.0 121.4 110.0 195.0 59.4 69.4 110.0 120 0 26-1/2" 26" 38-3/8" 50-5/8" 63" 74-1/4' 110.0 195.0 110,0 195.0 107.9 107.9 110.0 195.0 61.7 51.7 110.0 120.0 110.0 137.5 110.0 195.0 95.4 95.4 110.0 I 120.0 48„ 24" 28" 30" 36" 42" 48" 110.0 121.4 110.0 195.0 104.3 104.3 110.0 195.0 73.4 73.4 110.0 j 120.0 104.1 104.1 110.0 1.20.0 77.9 77.9 110.0 120.0 I 56.1 56.1 109.3 109.3 I 110.0 120.0 46.6 46..6 90.9 90.9 43.8 43.8 85.4 85.4 K7197.1 80.9 110.0 120.0 37„ 26" 38-3/8" 50-5/8" 63" 110.0 145.4 110.0 195.0 34.9 34.9 68.0 68.0 69.4 110.0 120.0 98.5 98.5 110.0 120.0 ! 30" 24" 28" 30" 36" 42" 48" 54" 60" 66" 72" 78" 110.0 194.3 110.0 195.0 60.7 60.7 110.0 ' 118.4 74.7 74.7 110.0 120.0 110.0 165.5 110.0 195.0 54" 24"107.9 28" 30" 36" 42" 10T9 I 110.0 195.0 60.0 80.0 110.0 117.0' 110.0 155.4 110.0 195.0 92.5 92.5 110.0 120.0 42" 26" 38-3/8" 50-5/8" 1?0.0 128.1 110.0 195.0 110- 129.5 110.0 195.0 86.3 86.3 110.0 120.0 86.8 86.8 110.0 120.0 110.0 111.0 110.0 195.0 71.9 71.9 110.0 1 120.0 65.8 65.8 110.0 120.0 97.1 97.1 110.0 120.0 61.7 61.7 110.0 ?20.0 53-1/8" 26" I 38-3/8" 101.3 101.3 110.0 120- 86.3 86.3 110.0 120.0 fi0„ 24" 28" 30" 36" 95.4 95.4 110.0 120.0 68.6 68.6 110.0 120.0 77.7 110.0 120.0 83.3 83.3 110.0 120,0 NOTE: LOAD/AREA LIMITS - I 60.6 110.0 118.2 77.7 77.7 110.0 120.0 46.0 89.8 89.8 r46. 64.8 64.8 110.0 120.0 - - - 66" 24 28' 30" 73.4 73.4 110.0 1 120.0 36" 24" 28" 30" 36" 42" 48" 54" 60" 110.0 161.9 110.0 195.0 64.2 64.2 110.0 120.0 110.0 138.8 110.0 195.0 60.6 60.6 110.0 118.2 110.0 129.5 110.0 195.0 72" 24" 28" 30" 56.1 56.1 109.3 109.3 107.9 107.9 110.0 195.0 48.9 48.9 95.3 95.3 92.5 92.5 110.0 120.0 46.0 46.0 89.8 89.8 80.9 80.9 i10.0 120.0 78" 24" 28" 43.8 43.8 85.4 85.4 71.9 71.9 110.0 120.0 38.1 38.1 74.3 74.3 64.8 64.8 110.0 120.0 84" 24" 34.9 34.9 68.0 68.0 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. SQUARE BEAR OPTIONA .ALL GESS TYPE. I � z 0 a N U\ O W N F wa W ou z a W i r o z NOTE: GLASS CAPACITIES ON THIS SHEET ARE n < nm BASED ON ASTM E1300-09 (3 SEC. GUSTS)Qo 91.�. AND FII-ORIDA BUILDING COMMISSION al DECLARATORY STATEMENT DCA05-DEC-219 '� W O S - `\e og QBl P9 B6(p(77 � XX A� si m JAN QO L U p q0,oC �. �� � .. di!•jj � m I \ i5GE6X.n^F•�®'mss n "II s PRODUCT REVISED s ®•70592 m ;s complying with the Florida e [ I = = g t 10A -ng Code V 10A -No. 17-0918.06 ® '• 8 AAF °JF ��® drawing no. xpiration Date 10131/20M �b �,�° • .. mea®P.°°° o �. W99-04 1 ami ade Product Co tro X771 ®��� t�XV sheet 4 of 7 SEALP.NT-\\ Odl 4 I'MI 2-1/2" MIN. SEALANT INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV, FOR SPACING SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATERLAL• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION x a N a v vQ1. o ° 9UCK INSTALLATION BY OTHERS e1" MIN. INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL (6063-T6) 3/4" X 1" X 3/4" X 1/8- 2-1/2- LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANT. u' --"" UJ i M MIN_ a 2-1 4 Q MIN. Y3� a$ TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION INSTALLATION TYPE '2' WOOD BUCK TYPE '2' - AT RiA : PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/ USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION e ° o d LCK INSTALLATION BY OTHERS INSTALLATION TYPE '4" WOOD BUCK TYPE '4' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD '-HOR LOCATION SHEAR CLIP TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION I ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Code NGA-No. 17-091$.06 Expiration Date 1013112023 By ISM Z M 0 F M z. H m aL Q E 2 a M �. 0pl 0Wu x W Q v (0t M 4i M 0 ono a ONIn�' Zon; LL �I z N 1 a Q -02 W o E F it 222.1 mile i � n N Q o L I a � 9 drawing no. W99-04 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 \ \ X V � 1" .MIN. 2-1/2" MIN- 'N IN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1` MAS- PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION x ° BUCK INSTALLATION BY OTHERS 1 3/6" INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION JC I M x MIN. • a �1"MIN l¢ 2-1/2" MIN INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING :"l000 SEE SHEET 6 FOR DESCRIPTION as INSTALLATION BY OTHERS INSTALLATION TYPE U1191 WOOD BUCK TYPE '4' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL 3/4'� _ STRUCTURES MIN ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS (IAN CA �n+a 4•a �a �€'° ®,, PRODUCT REVISED 70E92 ° as complying with the Florida ; �7 Building Code NOA-No. 17-0918.06 m Expiration Date 10/31/2023 'i ®G�a �` ForRiot �4ftv Z p m m Z a W' aW �N a 0 Q C1 O,ZN Int !0i nNR Oills Q SOS 0 0 .6 2M Q W5 i p 6 Zt1 -O s Z O m W OafE H � I O 4i o 0 v,l 0 W p W x of 0 v O N o J U) < ; n O M M 0 O O W _ O leu O Q m) N Q f a a ° o d 9 N 9 U drawing no. W99-04 sheet5.1of 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEEP 5 FOR 0-07,01-09 ANCHORS TYPE °A' & 'C' ANCHORS TYPE 'H' WINDOW DIMS. W/0 SHEAR CLIP WITH SHEAR CLIP I=, OR W/O SHEAR CLIP WIDTH HEIGHT AT 17" O.C. AT 10" O.C. AT Si" O.C.I AT SO" O.C. AT i7" OA. AT 10" O.C. 24" 186.2 1 195.0 99.2 158.6 195.0 195.0 78' 28" 159.6 i95.0 85.1 136.1 195.0 195.0IL 30" 148.9 1 195.0 ! 79.4 127.0 195.0 195.0 84, 24' 195.0 195,0 i 110.6 165.9 195.0 195.0 28" 177.8 195-0 j 94.8 1422 1 195.0 195.0 l PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS N-- I ANCHORS TLE 'A' & 'C` I ANCE035 TYPE 'H' WINDCF DIMS. I W/0 SH7AR CLIP WPIH SHEAR CLH' I1FI"'H OR W/0 SHEAR C« W', DTH HEIGHT AT i7" C.C.I AT 10" O.C. AT 17" O.C. AT SO" ^ 7 17" C.C. AT 10" O.C. ! 26' 195-0 195. 149.4 195.OV V 19,,10 19,,.0 38-3/a" 195.0 145.0 151.9 195.0 195. 195.0 W 19-1/8" 50-5/8" 195.0 195.0 ?53.5 191.9 195.0 1,95.0 j l �'" 195.0 195.0 123.3 155.0 195.0 195. I 74-1/4" 195. 195.0 130.8 195.0 195.0 195-0 l 26" 195.0 195.0 1 107.8 161.8 195.0 195.0 mJm a 38-3/8" 195.0 ?95.0 10_.5 146.1 19x0 195.0 P✓1 26-1/2" 50-5/8" 135.0 195,0 110.8 138.5 195.0 1950. { 63" 167.0 195.0 89.0 1 155.8 195.0 195.0 li 222JJJ 74-1/4" 177.1 195.0 94.4 151.1 195.0 195.0 25" I 195. 195.0 115.9 154.5 1950.195.0 1 I 1 I 38-3/8` 147.3 195.0 !, 76.5 104.7 195.0 195.0 1 137" 50-5/8" 148.8 186.0 79.3 99.2 1S5.0 195.0 .6 111.6 181.4 195.0 ANCHORS W/O SHEAR CLIP 26° 191.5 i95.0 .1 136.1 195.0 �� 795.0 63" 179.6 195.0 t69.2 42" 38-3/8" 129.7 173.0 922 195.0 195.0 3/8. 1311 163.9 .9 87.4 195.0 1 195.0 195.0 107.6 161.4 195.0 195.0 195.0 53-1/8' 26" 195-0 138-3/8' 136.7 195.0 72.4 109.3 195.0 ' TYPICAL ANCHORS: SEE ELEV, FOR SPACING i TYPE 'A'- 1/4' DA. K.WIK-.,GN if BY 'HILiT' (Fu=^,63 KSI, Fy=157 KSI) 1 /4" DIA. ULTRACON BY ''FICO' (Fu=177 KSI. Fy=155 KSI) INTO 2BY WOOD BUCKS OR .WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU iBY BUCKS INTO CONC. OR MASONRY 1-1/4- EMBED INTO CONC. OR MASONRY TYPE 'B'- 1 /4" DIA. KWIK-CON 11 BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) 1/4' DIA. U LTRACGN BY "ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE' 1-3/4" MIN. EMBED INTO, CONCRETE TYPE 'C'- 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO MIAMI-➢ADE COUNTY APPROVED MULLIONS G R INTO METAL STRUCTURES (HEAD/SILL/JAMBS) ALUMINUM:➢1 8" THS MIN. OK. MIN. (6063-T5 MIN. EXTEND BEYOND AL THICKNESS �EiN n 9 ' / ) U U 0 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 2Q18v®o^,EhtE�°'• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) PRODUCT REVISE© TYPICAL EDGE DISTANCE as complying with the Florida Building Code INTO CONCRETE AND MASONRY = 2-1/2" MIN. NOA-6b. 17-0918.06° INTO WOOD STRUCTURE = t" MIN. INTO METAL STRUCTURE = 3/4" MIN. Ex i ation Date 10! 1/2023 WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. gy CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. Miam' a Pro uc ont C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS frn = 2000 PSI MIN. 1 y- O �, I Z M I/ O Z "• N. ¢� LV O C) p 8 o 0. uJ N IS xx Q 5 y m I O W ! C ¢ 0 Q o D. IO- 'I 0 I+I Ir Z _I Q uJ D C 0 p I g o 0 l 1 00 '� z n a u ` .� U p1 H I C ! J C U III C t0 - ! f- " n j O 4i 0 �- Ali 1 p n ! i U 0 W w Iii JE l 0 0_ LL I O L0 0_ U V7 ANCHORS SVTi'E SHEAR CLT? 0-C p D-_ N r N N M W Q 3 I Do ') 3 N -p L Z I 0 I III �' � �_ 00 W C.7 .'j C _j Ii Ui U ^- r41- II U I �� I f 11 ILL o o ¢ >{ > s``�NY `®lAH4f 7F7� m 101 m c a a 70592 f s e y d a I ° � m ®'•• Y@aTE OF ' �/drawing no. i�� OIR4OI';.•°• O�� �� g� •.... W99-04 X77 �kL ����`` sheet 6 of 7 ®l¢CV80191 t PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS TYPE 'A' & 'C' ANCHORS TYPE 'E' W/O SHEAR CLIP WITH SNAP. CLIP WITH OR W/O SHEAR CLIP WIDTH HEIGHT AT i7" O.C. AT 10" O.C.IAT 17" O.C., AT l0" O.C. AT 17" O.C. AT 10" O.C. t € 24^ f `I 24" 28' 30" 36° 42" 48"10 $4' 6^v' 66" 72" 78" 54' I 195-0 195.0 129.0 193.5 195.0 j 195.0 195.0 ?95.0 110.6 165.9 195.0 i 195.0 i 195.0 154.8 154.8 195.0 I 195.0 195.0 195.0 j 129-0 172.0 195.0 195.0 195.0 195- 1 10.6 147.4 195.0 195.0 95.195. 129.0 161.3 195,0 195.0 195.0 195.0 i14J 172.0 195.0 195. 193.6 195.0 103.2 154.8 195.0 195,0 195.0 195.0 117.3 1542 t95.0 195. 795.0 195.0 107.5 150.5 195.0 195.0 1562 195.0 99.2 158.8 195.0 195.0 195.0 195.0 110.5 165.9 195.0 195.0f I 3H 1 24' 28' 30" 36" 42" 48" 54" so' 66' 72" 76" 19&0 195.0 154.8 154.8 195.0 195.0 195.0 ss.o 132.7 132J 195.0 195.0 195.0 ! 195. 123.8 ?23.8 195.0 195.0 193.6 195.0 1032137.6 I 195.0 195.0 165.9 195.0 88.5 117.9 195.0 195.0 193.6 195. 103.2 129.0 195.0 195.0 172.1 195.0 91.7 137.E 195.0 195.0 I 154.9 195.0 82.6 123.8 I 195.0 195.0u 176.0 i 195.0 93.8 131.3 195.0 195. 151.3 195.0 86.0 1ffi4 195.0 195. 148.9 195. 79.4 127-0 195.0 195- 1 36' 24" 28" 30" 36" 42' 48" 54" 60" 195.0 195.0 129.0 172.0 195.0 '95.0 165.0 195.0 11 C.5 147.4 195.0 195.0 i 193.6 195.0 103.2 137.6 195.0 195.0 61.3 195.0 56.0 114..7 195.0 951➢ !50-5/8' 1383 184.4 73.7 98.3 195.0 145.0 161.3 195.0 86.0 107.5 195.0 195.0 143.4 195.0 1 76.4 114.7 195.0 195. 129.1 193.6 68.8 103.2 I 195.0 195. 42" 24" 28' 30" 36" 42' 48° 54" 195.0 195.0 110.5 147.4 195.0 195.0 177.8 195.0 94.8 126.4 195. 195.0 165.9 195.0 88.5 117.9 195.0 195,0 138.3 154.4 73.7 98.3 195.0 195.0 118.5 158.0 63.2 84.2 179.8 195.0 138.3 172.9 73.7 92.1 195.0 195.0 1229 164.4 65.5 98.: 1 186.4 195.0MIN. 45" 24° 28' 30" 36" 42" 48" 195.0 195.0 129.0 161.3 1 195.0 195.0 195.0 195.0 110.6 1382195.0 195.0 193.6 195.0 103.2 129.0 145.0 195.0 161.3 195.0 86.0 107.5 195.0 i 195.0 138.3 172.9 73.7 92.1 195.0 195.0 121.0 151.3 54.5 80.6 163.5 195.0 54' 24' 26" 30" 36" 42" 195.0 195.0 114.7 172.0 195.0 195.0 184.4 195.0 98.3 147.4 tss.o 1ss.o 172.1 195.0 91.7 137.6 195.0 195.0 143.4 195.0 76.4 114.7 195.0 195.0 1226 184.4 65.5 983 60" 24" 28" 30" 36" 193.6 195.0 103.2 195.0 195.0 165.9 195.0' 88.5 132.7 t9s.o 195.0 154.9 195.0 82.6 123.8 195.0 195.0 124.1 I 193.6 66.8 103.2 1ss.o 195.0 66' 24" 28" 30' ?95.0 195.0 117.3 164.2 ?95.0 195.0 188.6 195.0 100.5 14.7 195.0 195.0 176.0 195.0 93.8 1 131.3 195.0 195.0 72" 24" 28" 195.0 195.0 107.5 150.5 195.0 195.0 (129.0 195.0 195.0 172.9 195.0 92.130" 161.3 ts5.o 66.0 ! 120.4 1s5.o ts5.0 PERFORMANCE VALUES OF ALUMINUM HOCK INSTALLATION ANCHORS WINDOW DIMS. 1/4" ANCHORS 1/4" ANCHORS EYTO MASONRY INTO WOOD WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) f f 24" I 24' 28' 3C" 36" ^.2' 48 $4' 60" 65" 72"146.0 78' j 64" 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 169.1 i 1950148.0 195.0 131.6 177.6 118.4 1615 ' 107.6 98.7 136.6 91.1 126.9 84.6 ! 28" 24' 28" 30" 36" 42" 46' Sa" til60" 66" 72" 79 84" 195.0 195.0 195-0 195.0 195.0 195.0 195.0 169.1 195.0 145.0 190.3 126.9 1 169.1 1128 152.2 10155 1 138.4 92.3 209 84.6 117.1 78.1 108.1 72.5 30" 24" 28" 30" 36" 42" 48' 54' 60" 66" 7t 76 195.0 195.0 195.0 195.0 195.0 189.4 195.0 157.9 195.0 135.3 195.0 118.4 195.0 1052 177.6 94.7 161.5 85.1 148.0 78.9 136.6 72.9 36" 24" 25' 30' 36" 42" 48" 54' 1 60" 195.0 195.0 � 195.0 169.1 195.0 157.9 195.0 131.6 195.0 112.8 185.0 98.7 164.4 B7.7 148.0 78.9 42 24" 28" 30" 36" 42" 48" 54' 190.3 169.1 163.1 145.0 152.2 135.3 126.9 112.8 108.7 96.7 95.1 84.6 84.6 75.2 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. 1/4" ANCHORS 1/4" ANCHORS iN1TO MASGN'RY INTO WOOD WIDTH HEIGHT EXT.(+)/INT.(-) , EXT.(+)/INT.(-) 48" 24" 25'• 30" 36"148.0 42" 48" 195.0 14CG 190.3 125.9 i 177.6 118.4 98.7 ' 26.9 84.6 111.0 74.0 54" 24" 28" 30" 36" 42" 195.0 131.6 169.1 112.8 157.9 1052 131.6 87.7 112.8 75.2 ! I` 60" I 24" 28" 3C" 36" 177.6 118.4 1522 101.5 I 142.1 94.7 118.4 78.9 66" • 24•' 28" 30" 195-0 1 134.5 1730 115-3 161.5 1 107.6 72" 24" 28" 30" 185.0 ' 123.3 159.6 I 105.7 I i 148.0 98-7 I I24" 78" 28" 30" 170.8 113.8 146.4 97.6 136.6 91.1 84" 24" 28" 190.3 126.9 163.1 108.7 1.9-1/8 26" 38-3/8" 50-5/8" 63, 74-1/4" 195.0 195.0 195.0 195.0 195.0 176.1 195.0 1415 180.1 120.1 26-1/2" 25" 38-3/8" 50-5/8" 63" 74-1/4" 195..0 195.0 195.0 167.7 190.6 127.1 153.2 102.1 130.0 86.7 37" 26" 38-3/8' 50-5/8" 63" 195.0 177.2 135.1 120.1 102.4 91.0 82.3 73.1 53-1/B' 26" 38-/8.F-125.43 _185.2 123.4 83.6 ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. NOTE: ALUM BUCK ANCHORS TO BE INTO CONCRETE AT HEAD & SILL. MAY BE INTO FILLED CMU AT JAMBS. d' em Md ° ° I I 2 1/2" MIN. i INTO .845 5 .5162 .562 �I 4�-1.436 �i -125 ALUMINUM I YeG.AJO t #14 SMS AT 6" FROM ENDS 24" O.C. MAX. AT JAMES 17" O.C_ MAX. AT HEAD/SILL Q #14 SMS AT 6" FROM ENDS 24" C.C. MAX. AT JAMBS 17" O.C. MAX. AT HEAD/SILL X1/4 DIA. KW;K-CON/ULTRACON 1-3/8" MN. CONC. EMBED PRODUCT REVISED as complying with the Florida. Building Code 1" MIN. NOA-No. 17-0918.06 Expiration Date 1013112023 NSTALLATION TYPE By 2BY WOOD BUCK OR WOOD STRUCTURES Miami -Cade Product Control TYPICAL INSTALLATION DETAIL ON ALL FOUR SiDESASING ALUMINUM BUCK SYSTEM OPTIONAL COVER 6063-T6 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.06 ByL-ytigrt Date 10Q112023 miafh- ade Product'Coot of JAN 4 8 2019 #14 SMS 1-1/2" MIN. WOOD EMBED AT 6" PROM ENDS AND 24" O.C. MAX. AT JAMBS 17" O.C. MAX. AT HEAD/SILL 75M O 0 z_o 1 0 III i o IO W .• 0 W x K VIII nLn m O N rn W O0 Q w cn�U :2� drawing no. W99-04 sheet 7 of 7 MIAMI ADE MIAMI-DADE COUNTY 0 PRODUCT 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.eov/eeonomv CGI Windows and Doors, Inc. 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 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 "Sentinel 130" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, 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 NCA. 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 NOA No. 15-0413.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0918.07 Expiration Date: September 22, 2020 (/�� t Approval Date: November 22, 2017 f( f Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, 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(t 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 Press -are 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® 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 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abra�,na, P.E. (Submitted under NOA No. 10-0510.13) y/ anuel PIWez P.E. Product Control Exa iner NOA No. 7- 18.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t' Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0731. 05) 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. 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. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t° Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12,/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS I Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuelerez Product Control Exam r NOA No. 17-0 .07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1. 1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated July 15, 2017, 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. 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol@ Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 5" Edition (2014), with FBC 6' Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — M.I. approved on -6/25/15 and expiring on 09/22/20. 1 C Manuel Pyne , P.E. Product Control(E miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 ne" " FLANGE WIDTH BUCK WIDTH D.L. OPG. D.L. OPG. 18' MAX. 6" MAX. HEAD/SILL A 3 SHORTER CORNERS SIDES Al B. II li II II II II II II g�RPD Of$ C II II II II II II m� ANCHOR SPACING SHOWN HEREIN APPLICABLE, H Qz TO FLANGE AND FLUSH FRAMES. 10 SEE SHEET 1.1 FOR FIN FRAMES. II II x II � II Z o � II II II II II II II II II II II II II II II II II II -II- II- �I I� B 83 N X � II II Q mw --Tt------rT-- - O II II � O _ IIII C� If II II II II II II / II O H I I o II 11 m if -u u J( K Q W V1 ------ __—_ Q W W w ON II II j� ON J J FALSE MUNTINS (SURFACE APPLIED) OPTIONAL FLANGE & FLANGE ADAPTOR FRAME SERIES 130 SENTINEL ALUMINUM FIXED WINDOW 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 FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 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 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 18" MAX. SIDES EQUAL LEG FRAME I /' if _1L-___ __-- Ir------n____- II I1 II II 96" BUCK HEIGHT 3 o II jj ,li. II II � y II 11 Ili/ II II J II mu II �I II 18" MAX. I 6 MAX. SIDES DAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" pW—WIDTH WINDOW WIDTH I WINDOW 1 1 WINDOW S w W p L J L— —J STRAIGHT SIDES m 4mu Z g� 0 Z N Qw CL Z� CL c 00 0 wO�m N 1 FOF w I 0 C y m V puje a 0 >m m O 0dm0.01 ootr': 0 Qwnii 2 N m Jzma w mcZME N IO1n � M m 0 i n 0 ow w c J ¢ O=No m� n w 0 M Ts O 3 z ??0 Z Ji N } O 0 N O� v -UpQJ w L) m H N Z WINDOW W_WIDTH WINDOW W WIDTH WINDOW WIDTH WWI�TH7 LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT o a SMALL MISSILE IMPACT z Z JL�� 3 3 0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PRODUCT REVISED ®•%OS SHUTTERS ARE NOT REQUIRED.as complying with the Florida B uilding Code�� o v` NOA-No. 17-0918.07 0 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 SHAPES. ®••, ATE OF �/4 drawing no. Expiration Date 09 12020 - !���a��• ORIDp'•��®�� W10_02 By m w Q K BUCK WIDTH D.L. OPG. FLANGE WIDTH D.L OPG. TYPICAL ELEVATIONS /8" U Al B. g�RPD Of$ CURS S/OFA m� ANCHOR SPACING SHOWN HEREIN APPLICABLE, H Qz TO FLANGE AND FLUSH FRAMES. 10 SEE SHEET 1.1 FOR FIN FRAMES. N X � II II Q mw --Tt------rT-- - O II II � O _ IIII C� If II II II II II II / II O H I I o II 11 m if -u u J( K Q W V1 ------ __—_ Q W W w ON II II j� ON J J FALSE MUNTINS (SURFACE APPLIED) OPTIONAL FLANGE & FLANGE ADAPTOR FRAME SERIES 130 SENTINEL ALUMINUM FIXED WINDOW 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 FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 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 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 18" MAX. SIDES EQUAL LEG FRAME I /' if _1L-___ __-- Ir------n____- II I1 II II 96" BUCK HEIGHT 3 o II jj ,li. II II � y II 11 Ili/ II II J II mu II �I II 18" MAX. I 6 MAX. SIDES DAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" pW—WIDTH WINDOW WIDTH I WINDOW 1 1 WINDOW S w W p L J L— —J STRAIGHT SIDES m 4mu Z g� 0 Z N Qw CL Z� CL c 00 0 wO�m N 1 FOF w I 0 C y m V puje a 0 >m m O 0dm0.01 ootr': 0 Qwnii 2 N m Jzma w mcZME N IO1n � M m 0 i n 0 ow w c J ¢ O=No m� n w 0 M Ts O 3 z ??0 Z Ji N } O 0 N O� v -UpQJ w L) m H N Z WINDOW W_WIDTH WINDOW W WIDTH WINDOW WIDTH WWI�TH7 LAM. GLASS INSULATING LAM.GLASS LARGE MISSILE IMPACT o a SMALL MISSILE IMPACT z Z JL�� 3 3 0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PRODUCT REVISED ®•%OS SHUTTERS ARE NOT REQUIRED.as complying with the Florida B uilding Code�� o v` NOA-No. 17-0918.07 0 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 SHAPES. ®••, ATE OF �/4 drawing no. Expiration Date 09 12020 - !���a��• ORIDp'•��®�� W10_02 By 48" 48" 48" BUCK WIDTH BUCK WIDTH BUCK WIDTH D.L. OPG. TYPICAL ELEVATIONS (O 1� o D.L. OPG. D.L OPG. 0 CD 6" MAX. 16" MAX. w Z w HEAD/SILL 2 STRAIGHT a o O�" M,qk 75e " N CORNERS SIDES m U S�RVfp CVR N N w N al pFS Sip Vfp x m Q y q 0 a �n Is U X n y W G it If .¢- _vmM <' , owz ____�/—____$1II4IIIIlIIIIIIIIIIILIIiI ®__urIICuIIIIIIs �nOC/O-_E9PG��I7Su-_ .ICO�ssl=cM eiP�_=i.�•III�II�'I e c�sU�wu_wNIOoo�3��N—Q0 II If e° oO NNO�otSwzUo�ri_UniC3iiQ oc 1N0�>�y S OOeoCr�ziUo1.n.- M 11 if iwFoNnOUmc0wo 0 Q dO0eo YOLL€ziOC2��i O --- JL_____196" ---t----------t-----=rr---- M = Z o it II II II BUCK WIDTH UJ M D.L OPG. LlZOE m p M m m a------ ______7It it N 11 11 if iiIIif O II II L I II O w p wIf 1of iD 6ai0 N 6" MAX. 16" MAX.FALSE MUNTINS 16" MAX. 6" MAX. 16" MAX.(SURFACE APPLIEDCORNERS STRAIGHT O OPTIONALSTRAIGHT HEAD/SILL STRAIGHT 93 SIDES CORERS SIDES SIDES op 4 _jU FIN FRAMES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FDSoom `mLOOroOrt$ z z Q 0 \,1c PRODUCT REVISED as complying with the Florida Building Code o. NOA-No. 17-0918.07 Expiration Date 09/2020 TATE OF crowing no. BY a Iade Product ontroIN Un0w l II II_ II II II II II II II II II II II II II / II II n II II II II II II II II II II u n u n � u n II II II II B2 W �U U D 0 Z L C 1•• � m z Z J % r LU N 2 / CL o �ON`v U Q; FG V U y In N 5 Wrl ',NOTE a0�M o WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 6. O 0 ,i VERTICALLY OR HOR12ONTALLY AS SHOWN ABOVE. O 0 0yrp G Q W j LL LL ZN_o m Jfr" TYP. BUCK DIMS Kz` TYP. ,� 0 ((D Q J Q LLIM FLANGE FRAME A N FLANGE DIMS M o BUCK DIMS z vi �+ 0 M O H o d K 'B N EQUAL LEG FRAME < O = N o W N N n BUCK DIMS w 0 z .0 �? z 0 Z tJi N O O o M FIN FRAME U BUCK DIMS W m W U FLANGE ADAPTOR FRAME w N H O Q r N N F FLANGE DIMS m i i w U Q U Q o o a o a NOTE: s GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) y AND FLORIDA BUILDING COMMISSION o` ° m = o - O N - N DECLARATORY STATEMENT DCA05-DEC-219 0 0 \\\\1111111// w LL c" ♦♦♦`\��®. �°?��p �7/ice o 0�� 17197 ��;.•�cENse'' b n PRODUCT REVISED - .70 92 as complying with the Florida Building Code e c m s NOA-No. 17-09'18.07 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.109/2W2020 drawing no. Expirati n Date p •�0.♦' W10-02 Miamiade Product MrPs '77j 1 DESIGN LOAD CAPACITY -PSF FLANGE DIMS. HUCK DIMS. GLASS TYPES `C'ec`Cl' GLASS TYPES 'D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXi.(+) 1NT.(-) 24" 23° 80,0 80.0 80.0 80.0 30" 29' 80.0 B0.0 80.0 60.0 36" 35' 80.D 80.0 80.0 80.0 42" 36. 41" 35, 80.0 80.0 80.0 80.0 48" 47" HD.O 80.0 80.0 80.0 54" 53' 80.0 80.0 80.0 80.0 60' S9' 8D.0 80.0 8D.0 80.0 61' 60" 80.0 B0.0 B0.0 80.0 24° 23" 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 36" 35" 80.0 80.0 80.0 80.0 42" 48„ 41" a7„ 70.2 70.2 B0.0 80.0 48" 47° 61.3 61.3 60.0 80.0 54" 53" 61.3 61.3 B0.0 80.0 60" 59" 61.3 61.3 80.0 80.0 61' 60" 61.3 61.3 80.0 80.0 24" 23" 80.0 80.0 80.0 80.0 30" 29" 80.0 80.0 80.0 80.0 i- 35" DESIGN LOAD CAPACITY -PSF FLANGE ➢I1H5. BUCK DIMS. GLASS TYPES `C'&'CI' GLASS TYPES `D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24" 30' 36" 41° 114„ 23" 29" 35" 40" 113„ 80.0 BO.D B0.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 80.0 80.0 24" 30' 36' 39" 120„ 23" 29" 35" 38" 119„ 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 B0.0 80.0 24" 30" 36' 39" 121" 23" 29" 35" 38" 120„ 60.0 80.0 80.0 80.0 80.0 B0.0 8D.0 80.0 72.3 i 72.3 80.0 80.0 65.8 65.8 80.0 80.0 eo.o 80.0 80.0 80.0 80.0 80.D 80.0 80.0 80.0 19-1/e" 26-1/2" 37" 48` 53-1/8` s1" 38-3/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 37-3/8" 80.0 80.0 80.0 80.0 80.D 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.i 77.1 80.0 80.0 n.1 n.1 ao.o Bo.o 19-1/e" 26-1 /2" 37" 46" 53-1/8" 61" 75-1/4" 93-3/4" 50-5/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 74-1/4" 92-3/4" 49-5/8" 80.0 80.0 80.0 42" 48" 54" 60" 61" 60. 35" 41" 47" 53" 59" 60" 59. 80.0 61.3 61.3 80.0 80.0 56.0 58.0 77.4 77.4 58.0 58.0 77.4 80.0 80.0 80.0 80.0 7D.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.6 48.8 65.1 65.1 24" 30" 36" 42" 46' 54' 60" 61" 72. 23" 29" 35" 41" 47' 53` 59" 60" 7t. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.6 65.1 65.1 48.0 48.0 64.0 64.0 24' 30" 36" 42" 48" 54" 56° 84. 23" 29' 35" 41" 47" 53' 55" 63„ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.2 78.2 B0.0 80.0 70.0 70.0 B0.0. 80.0 61.3 61.3 B0.0 80.0 54.3 54.3 72.5 72.5 52.4 52.4 69.8 69.8 24" 30" 36' 42" 48" 49' 97„ 23' 29' 35° 41' 47" 48" 96„ 80.0 80.0 80.0 80.0' 80.0 80.0 80.0 80.0 75.6 75.6 B0.0 80.0 65.2 65.2 B0.0 80.0 60.6 60.6 BO.D B0.0 59.6 59.6 B0.0 BD.O 24" 30" 36" 42" 46" 102" 23" 29' 35" 41° 45" 101" 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 74.6 74.6 80.0 B0.0 65.7 65.7 BD.O 80.0 59.3 59.3 B0.0 80.0 24" 30' 36" 42" 44" 108" 23" 29' 35" 41" 43" 107" 80.0 80.0 B0.0 80.0 80.0 80.0 B0.0 B0.0 73.8 73.8 80.0 B0.0 62.4 62.4 80.0 80.0 59.1 59.1 80.0 80.0 DESIGN LOAD CAPACITY -PSF FLANGE ➢I1H5. BUCK DIMS. GLASS TYPES `C'&'CI' GLASS TYPES `D'&'DI' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24" 30' 36" 41° 114„ 23" 29" 35" 40" 113„ 80.0 BO.D B0.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 80.0 80.0 24" 30' 36' 39" 120„ 23" 29" 35" 38" 119„ 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 B0.0 80.0 24" 30" 36' 39" 121" 23" 29" 35" 38" 120„ 60.0 80.0 80.0 80.0 80.0 B0.0 8D.0 80.0 72.3 i 72.3 80.0 80.0 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY -PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&`C1' GLOSS TYPES 'D'&'D1' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1N'T.(-) EXT.(+) 1NT.(-) 19-1/B° 26-1/z" 37" ae' 53-1 /8" 61" 26, 18-1/8" zs-1/2" 36" a7^ 52-1/8" 60" 25„ 80.0 80.0 80.0 80.0 ao.o ao.o ao.D Bo.o 80.0 80.0 80.0 80.0 so.o aD.o ao.o eo.o 80.0 80.0 80.0 80.0 80.D 80.0 80.0 80.0 19-1/e" 26-1/2" 37" 48` 53-1/8` s1" 38-3/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 37-3/8" 80.0 80.0 80.0 80.0 80.D 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.i 77.1 80.0 80.0 n.1 n.1 ao.o Bo.o 19-1/e" 26-1 /2" 37" 46" 53-1/8" 61" 75-1/4" 93-3/4" 50-5/8" 18-1/8" 25-1/2" 36" 47" 52-1/8" 60" 74-1/4" 92-3/4" 49-5/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 56.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 76.5 76.5 19-1/8" 26-1/2" 37" 48" 53-1/8" 61" 75-1/4" 63, 18-1 /8" 25-1/2" 36" 47" 52-1/8" 60' 74-1/4" 62„ 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 60.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 46.5 46.5 61.9 61.9 19-1/8" 26-1 /2" 37" 48" 53-1/8" 61" 76, 18-1/8" 25-1 /2° 36" 47" 52-1/8" 60` 75„ 80.0 80.0 80.0 80.0 80.0 SO.D 80.0 80.0 78.9 78.9 60.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 9 0 a W k W 3/8" AIR 3/16" HEAT STREN'D S' ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR 090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'C' 7/16" OVERALL LAM. GLASS (L.M.I. & S.M.I.) 6" ANN. GLASS .075" Interlayer Saflex CP With PET Core By Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SIUCONE GE 1200 DOW CORNING 899 DOW CORNING 995 a 0 "x H W W 3/8" AIR 3/16" HEAT STREN'D GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR OURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cl' 1" OVERALL INSUL LAM. GLASS (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & 'D1' MUST BE TEMPERED. (L.M.I. ONLY) 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090 Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By Kuraray America, Inc.' OR 090" Interlayer Trosifol PVB By 'kuraray America, Inc.' f-3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE 'D' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co: OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR _ .090" Interlayer Trosifol PVB By 'kuraray America, Inc.' 6' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE 'D1' 1" OVERALL INSUL. LAM. GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 PRODUCT REVISED as complying with the Florida Building Code NOA—No. 1 17-0918.07 Date SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 OPTIONAL GLAZING DETAIL GLASS TYPES 'Cl' & 'Dl' t a _ ntl o � a .v. s 0 O N 9 V drawing no. W10-02 TYPICAL INSTALLATION DETAILS (� 4� o THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW 0 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL w^ uC 3 Z "� m WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONSz Q M = N a FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4' MAX. FLANGE C' o z o SEE ELEV. SHIMS O W N `" v 2BY WOOD BUCK FOR SPACING N IL �xC I !I II !j !j OR WOOD STRUCTURE TYPICAL ANCHORS ' v SEE ELEV. ' METAL STRUCTURE W G: D LL �j N E3 I' I' M2 > FOR SPACING M2 TYPICAL ANCHORS Q M (, d S2 �' s O 'v vsi © '° SEE ELEV. FOR SPACING ui G ] M 2 W o LI LI0 0. 002 0 LU El a _ U1 a {L Z N OE ro S2 MIS a W mE r TYPICAL ANCHORS !I !I M2 ^ I SEE ELEV. ° II II vi FOR SPACING II II - rn WOOD BUCK v � M Q - N O 1/4" MAX. z 3 N o SHIMS o n p w EQUAL LEG EQUAL LEG EQUAL LEG a . EQUAL LEG 4 ° ~ I­i TI2BY WOOD BUCK .° M2 METAL B 1 I� Al OR WOOD STRUCTURE C 1 STRUCTURE ¢ O =N o r I' o N F E3 M2 x_ x a _ TYPICAL ANCHORS SEE ELEV. FOR SPACING z p 3 th m I I! I '9 in M3 'j S2 LI p � ... _ ° 'MINCHORSS2 U o N IW- I . FOR SPACING 'v V. x ° : ,° .° _ n: '° TYPICAL AWCHORS j' j l M2 E3 N \ W W p ^ SEE ELEV.: H3 Ij II - TYPICAL ANCHORS LL LL 16Y FOR SPACING II 11 SEE ELEV, FOR SPACING o WOOD BUCK - � PRODUCT REVISED _ . y 0 i 0 < s 0 < as complying with the Florida o 0 o a o a Building Code NOA-No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expiration Date 09/22/2020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TYPICAL ANCHORS: SEE ELEV. FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. By ° o d n a m 14" DIA KWIK-CON 11 BY ' HILTI' (Fu=163 KSI, Fy=157 KSI) Miami-Da Product control Alf//' 0 0 c o - o 0 w 0 i.. 0 0 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) TYPICA EDGE DIS AN� `y1111111l `�X � f� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO MIAMI-DADE COUNTY APPROVED MULLIONS CONCRETE AND MASONRY = 2-1 2" MIN. / 1-1 2" MIN. PENETRATION / INTO WOOD(HE-AD/SILL/JAMBS)INTO OR INTO WOOD STRUCTURE = 1" MIN. u,id b tp � H THRU 1BY BUCKS INTO CONC. OR BLOCKS METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURE = 3/4" MIN. 8 92 o' (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) STEEL: 1/8" THK. MIN. = 36 KSI MIN.) CONCRETE AT HEAD, SILL OR JAMBS f'o = 3000 PSI MIN. �� DIRECTLY INTO CONCRETE OR BLOCKS MIN(Fy C-90 HOLLOW FILLED BLOCK AT JAMBS f'm = 2000 I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) / PSI MIN. •• AYE OF r �y� • `D�� drawing no. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) i� •. ORIDP'. •'• � � i� - �� � W10 02 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) � //fl1jjpj1111� sheet 4 of 6 TYPICAL INSTALLATION DETAILS THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW a Z m i 0 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL j:. w ro < WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS Q 2 o'Io FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 0, d �W x D LL TYPICAL ANCHORS 1/4" MAX. j M 2E1Y WOOD BUCK FOR SPACING SHIMS Q w � I� II OR METAL a C C m o I� B3 E3 M2 WOOD STRUCTURE A3 x TYPICAL ANCHORS 'v STRUCTURE0 (L m 0 0 ti FOR SPACSEE ING v' M2 TYPICAL ANCHORS C d II II _ SEE ELEV. N O n 'j S2 FOR SPACING W 'j IJi. y C 3 P , ZN: a Ez - v—.. - ¢ w m E E6 E2 1/4...'. Ll E6 �F S2 IIn jj jl M2 MIN. P.° v x s w _ m O o••°. P . .. ° ' TYPICAL A4tHORS v SEE ELEV. ` E3 jl jj -v w C By FOR SPACING j� j� e - \ o WOOD BUCK .o n E6 E2 E3 o O 0 O w 1/4" MAX. BUCK HEIGHT 1/4` MAX. x C) K 2 318" MIN. GAP GAP -O N C STRUCTURE 1/2" MIN. 1/2" MIN. n L Q ��l�L_ \� C NOT BY l In - N M o M __� E2 w O 0 m 2 3/8" MIN. FIN FRAME �+ M2 BACKBED CAULKING No a V \\ \\ TYPICAL ANCHORS: SEE ELEV. FOR SPACING I (D G J U IW- \ \�\ 8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD Ell w L m w m BUCK DEPTH SHALL BE 2%". = y LL = THE USE OF DEEPER' OR <N h BEVELED WOODBUCKS IS HOUSE WRAP E5 w w olw R PERMITTED.EXTERIOR NOT BY ccl E3 u < o < a u r w U s U U Q U r Q N a z o z � a o 0 BUCK WIDTH BUCK WIDTH --------------- Fr- -------------- --'1� F ---- MIAMI-DADE COUNTY I i MIAMI-DADE COUNTY APPROVED I� �I APPROVED MULLION IMULLION & MULLION ANCHORS ii o o N N r 1 & MULLION ANCHORS II SEE SEPARATE NOA 11 SEE SEPARATE NOA I I I v LJ?@'� \1 o W. II II \�-.....°�'d �i ----- - __--___J _ uG�NSR PRODUCT REVISED o N - ✓Os o j 1 i I I as complying with the Florida _ _ Building Codeo.TYPICAL --- ANCHORS NOA-N17-0918.07SEE FOR SPACING Expiration Date 09/22/2020 ®', AVE OP��4 drawing no. X14 X 1" SMS. Myi4,-Ad- Pr 1 �, �. i 2i/ ®(I�lj�1[" �``�K sheet 5 of 6 -du- ant, ///1191111tY� E1 FLANGE FRAME O FLUSH FRAME/FIN FRAME .675 r .99' 5 TM5 1.184�� O GLAZING BEAD (LAM. GLASS) Ir. 120 r.120 9a' S050 NP. 7 .4 Fol ---f .125 o�� 1.184 E4 GLAZING BEAD (LAM. INSUL GLASS) GLAZING ANGLE (LAM. INSUL. -1.130 065 450 y x.180 1.550 1.680 u .sso oso � � 3— .050 k---1.395 O NAIL FIN ADAPTER 1.395 .180 .050 .065 M3 FLUSH FRAME COVER FLANGE ADAPTOR 1.119 2691 .050 r 1.081 SCREW COVER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS Et CGI -118 4/ WDW. FLANGE FRAME 6063-T6 - E2 CGI -119 4/ WDW. FLUSH FRAME/FN FRAME 6063-T6 - E3 CGI -121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 CGI -123 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - E5 CGI -110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI -109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI -382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75 -BO SHORE A M2 CGI -124 AS REQD. SCREW COVER- OPTIONAL PVC - M3 CGI -112 AS REQD. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8') 6063-T5 - M5 - 2/ LRE SETTING BLOCKS EPDM DUROMEfER 8515 SHORE A S2 #10 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PHIL PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS T RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS ��;.• V RE'7® 'moi PRODUCT REVISED as complying with the Florida P Building Code NOA-No. 17-0918.07 Expiration Date 09/22/2020 •.• ATE OFF � �4¢�• BY W V GI B V y P N <�N o •_ o n a drawing no. W10-02 N q J U I � N 0 Z L O 0 �i L 0 �2 � ¢ C O = N o N N 3 N rn w C Z l n 3 COQ o w W V GI B V y P N <�N o •_ o n a drawing no. W10-02 MIAMI -ED DE MIAMI -DADS COUNTY EM PRODUCT 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.mfamldade.2ov/economy CGI Windows and Doors, Inc. 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 "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 D dated 09/29/17, prepared by AI- 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 Official. This NOA revises NOA# 15-0512.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1018.08 U((1/ Expiration Date: September 22, 2020 Approval Date: December 21, 2017 1 12112)1 +y f Pagel CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.11) 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(R 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(k 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(T 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 NDA No.10-0510.11) ManuelP ez,� .E. Product Control xa iner NOA No. 1 -1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under 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 "Butaciteg 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-511 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 ButaciteR 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. `' l/ f 4- Manue er , P.E. Product Cont of aminer NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. 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 D dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6m Edition (2017), dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 14, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel re , P.E. Product Control Examiner miner NOA No. -1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 53 1/8" FLANGE WIDTH 47 7/16" D.L.O. (FIX. LITE) 20 9/16" 6" MAX. MAX. IEAD/SILLA HEAD/SILL ,ORNERS 4 I I - I I SII I it li XJ M W II _�� II XJ M O c� N = h Y U I I X r M o ¢ C1 II II < I I ' 47 7/16" < a D.L.O. (VENT) o VENT WIDTH is r 52 1/8" D J BUCK WIDTH 47 7/16" DIF 5 D.L.O. (FIX. LITE) \ X FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 5 1/2" MAX M v _ HEAD/SILL CORNERS M HEAD/SILL CORNERS D2 HEAD/SILL it li 7 II II D II II w S D � z s N O n z 5 W cv O M Z M — M Z M O J c o > o o - I I SII I it li XJ M W II _�� II XJ M O c� N = h Y U I I X r M o ¢ C1 II II < I I ' 47 7/16" < a D.L.O. (VENT) o VENT WIDTH is r 52 1/8" 52 1/8" BUCK WIDTH BUCK WIDTH 47 7/16" DIF 47 7/16" D.L.O. (FIX. LITE) D.L.O. (FIX. LITE) FALSE MUNTINS FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 5 1/2" MAX 20 9/16•• MAX. 'c* (SURFACE APPLIED) OPTIONAL 5 1/2" MAX. 20 9/16" MAX. HEAD/SILL CORNERS HEAD/SILL 61 HEAD/SILL CORNERS D2 HEAD/SILL - I I SII I it li XJ M W II _�� II XJ M O c� N = h Y U I I X r M o ¢ C1 II II < I I ' 47 7/16" < a D.L.O. (VENT) o VENT WIDTH is r N aX J m 0 Q N � m a Q co '� 47 7/16" 2m wFALSE MUNTINS 47 7/16 m w D.L.O. (VENT) N <� (SURFACE APPLIED) D.L.O. (VENT) ¢� \ < o OPTIONAL \ O 50 1/4" .n U 50 1/4" u� U VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW 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 S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 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 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING. CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1SY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" TYPICAL ELEVATION LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT y�U v M O I 0 Z M m J 01- M 4 H w m 42 Z N a�o ' 00 `0 U a Lu" 0 r Dsz� 00 0 a0o amp KZ0 Q W LL N =0� m ZM Q J Q W m a F Uj N N 10 J � � /� DIF L O II II M _ B II II II II 0 W x v Q W M " p D2 0 it li 7 II II D II II w S II II C2 II II � z 7 II II it n N O n _ O W O M Z M O � U m J c o > o r � N aX J m 0 Q N � m a Q co '� 47 7/16" 2m wFALSE MUNTINS 47 7/16 m w D.L.O. (VENT) N <� (SURFACE APPLIED) D.L.O. (VENT) ¢� \ < o OPTIONAL \ O 50 1/4" .n U 50 1/4" u� U VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW 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 S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 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 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING. CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1SY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" TYPICAL ELEVATION LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT y�U v M O I 0 Z M m J 01- M 4 H w m 42 Z N a�o ' 00 `0 U a Lu" 0 r Dsz� 00 0 a0o amp KZ0 Q W LL N =0� m ZM Q J Q W m a F Uj N N 10 .I I. II II II II II II /. II � � /� DIF L O II II _ B II II II II 0 W 7 it n Q W D_ N c 0 it li II II II II w 0 II II C2 II II 7 II II it n N 0 o n _ O cDOQw N aX J m 0 Q N � m a Q co '� 47 7/16" 2m wFALSE MUNTINS 47 7/16 m w D.L.O. (VENT) N <� (SURFACE APPLIED) D.L.O. (VENT) ¢� \ < o OPTIONAL \ O 50 1/4" .n U 50 1/4" u� U VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW 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 S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS 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 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING. CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1SY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" TYPICAL ELEVATION LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT y�U v M O I 0 Z M m J 01- M 4 H w m 42 Z N a�o ' 00 `0 U a Lu" 0 r Dsz� 00 0 a0o amp KZ0 Q W LL N =0� m ZM Q J Q W m a F Uj N N 10 J � � _ N DIF L O _ O 0 W Q W D_ N c 0 N w 0 �z� N 0 o n _ O cDOQw O z � U m c o � N r � 0 — o Ro a U a F ♦� /® N LII ® I N ® N 70592 ° ®_ � a P:ry:ifSiiC&°E+E:Vi.3^a 5ll3�Cd2&Ej M.d3&zl F ® pqB OP drawing no. D Wl 0-03 ly "I raa ac§ePrc3eiuc¢cr te1o��♦ sheet -1of 9 EQUAL LITES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 TYP. EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'A'&'Al' GLASS TYPES 'B'&'Bl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) 19-1/8" 26-1/2" 37" 49" 53-1/8" 26" 18-1/8" 25-1/2" 36" 48" 52-1/8" 25" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 38-3/8" 18-1/8" 25-1/2" 36" 48" 52-1/8" 37-3/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 50-5/8" 18-1/8" 25-1/2" 36" 48" 52-1/8" 49-5/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 63" 18-1/8" 25-1/2" 36" 48" 52-1/8" 62" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49" " 76" 18-1/8" 25-1/2" 36" 48" 52-1/8" 75" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 L 85" 18-1/8" 25-1/2" 36" 45-1/2" 84"75.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 EQUAL LITES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 TYP. FLANGE FRAME FLANGE DIMS BUCK DIMS EQUAL LEG FRAME BUCK DIMS -Er FIN FRAME BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS 1091 UNEQUAL LITES (ORIEL TYPE) 1, PLEVISFY-1 ;s c lnpP(slag v ils a€tx 1»'@ wma'' ,i;k4teug: U;Ocie: gg��g((�� _Sei:zitEainCv iDi � VFZ✓"E 1:v 104raV ® I 0 OF --;7 drawing no. W10-03 sheet 2 of UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES 'A'&'A1' GLASS TYPES 'B'&'B1' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) INT.(-) EXT.(+) 1NT.(-) 53-1/8" 76" 52-1/8" 75" 36-1/4" 75.0 75.0 80.0 85.0 49" 79" 48" 78" 39-1/4" 75.0 75.0 80.0 85.0 26-1/2" 31" 33" 37" 43" 85" 1 25-1/2" 30" 32" 36" 1 42" 70-5/8" 75.0 75.0 80.0 85.0 63-5/8" 75.0 75.0 80.0 85.0 84" 60" 75.0 75.0 80.0 85.0 53-1/2" 75.0 75.0 80.0 85.0 45-1/4" 1 75.0 1 75.0 80.0 85.0 FLANGE FRAME FLANGE DIMS BUCK DIMS EQUAL LEG FRAME BUCK DIMS -Er FIN FRAME BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS 1091 UNEQUAL LITES (ORIEL TYPE) 1, PLEVISFY-1 ;s c lnpP(slag v ils a€tx 1»'@ wma'' ,i;k4teug: U;Ocie: gg��g((�� _Sei:zitEainCv iDi � VFZ✓"E 1:v 104raV ® I 0 OF --;7 drawing no. W10-03 sheet 2 of 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS M .075" Interlayer .075" Interlayer I Saflex CP With PET Core Saflex CP With PET Core o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' ^ q 3 OR OR Z h .090" Interlayer .090" Interlayer 0 Z M W a Saflex Clear And Color Glass Saflex Clear And Color Glass F W By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Q n o_ OR OR C NN o .090" Interlayer .090" Interlayer ° O W M U SentryGlas SentryGlas d > N By 'Kuraray America, Inc.' By 'Kuraray America, Inc.'C F OR OR C tN M .090" Interlayer .090" Interlayer r Trosifol PVB Trosifol PVB v p W By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' Q' M o O F 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS Z m Z m iV C Z� N N SILICONE N SILICONE Q w:) LL Ry s Mt .. GE 1200 _ g M1 GE 1200 Z M _-0 DOW CORNING 899 co -! it DOW CORNING 899 — 0 C j .I l DOW CORNING 9951 1 DOW CORNING 995 ZM— w a LU 0) O 0 0 O O W E8 W E8 Y. M4 AT 1/4 POINTS ON LITES k M4 AT 1/4 POINTS ON LITES W WIDER THAN 36" W WIDER THAN 36" 0 m _ u GLASS TYPE 'A' GLASS TYPE 'B' o 5/16" OVERALL LAM. GLASS 5/16" OVERALL LAM. GLASS i (L.M.I & S.M.I.) N 0 w LJ 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS¢ "O N .075" Interlayer .075" Interlayerto r N Saflex CP With PET Core Saflex CP With PET Core cv �o By 'Eastman Chemical Co.' By 'Eastman Chemical Co.'w 3 , rG I OR OR z - 3 N .090" Interlayer .090" Interlayer z C Z Saflex Clear And Color Glass Saflex Clear And Color Glass V) o 0 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' o = OR OR w 1/4" AIR SPACE .090" Interlayer 1/4" AIR SPACE ,090" Interlayer w U o SentryGlas SentryGlas u7 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 0 1/8" ANN, GLASS OR OR �, o .090" Interlayer 1/8" HEAT STREN'D GLASS .090" Interlayer m w m Trosifol PVB Trosifol PVB o LL o n By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS > w m SILICONE m SILICONE a z m GE 1200 m GE 1200 N DOW CORNING 899 DOW CORNING 899 N Mi 'I 'I jl DOW CORNING 995 N M1 'i 'I jl DOW CORNING 995 PRODUCT RENgSEt'D \ \ as cc,mpiykg with 130 Milk 0 pM p N XL EDGE SPACER 'I -I XL EDGE SPACER 8;:iid:a.g li li Ij ST. STEEL BY 'CARDINAL' !I II ST. STEEL BY 'CARDINAL'-Arcet.t&l eNo " Df •D � p OR OR Exr�irataonI ate e a m o a0 DURASEAL BY 'QUANEX' DURASEAL BY 'QUANEX' .. OR OR E9 SUPER SPACER BY 'QUANEX' E9 SUPER SPACER BY 'QUANEX' .i„y:xi ),ede Product °° Q��. � � '�B N it W M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES o _® ®. Y 592 m a a GLASS TYPE 'Al' GLASS TYPE TV e c m o t 0.70” OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS —gyp �m v a` u (L.M.I ONLY) 0, 8448®R ��9® e drawingno. (S.M.I.) ;0 ° °••°<®Ra®�.• °�o�� W10-03 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING ®A�si/������ ��°°° EXTERIOR PLY OF GLASS TYPE 'Al' & 'B1' MUST BE TEMPERED. //gd9119g!\\\ sheet 3 of 9 TYPICAL ANCHORS SEE ELEV. 1 B FOR SPACING WOOD BUCK .".dQ a +. d'EDGE,.DIST.- d as O SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL O v ° EDGE DIST°`r'° TYPICAL ANCHORS SEE ELEV. 1BY FOR SPACING WOOD BUCK EDGE DIST. d m N FLANGE & FLANGE ADAPTOR FRAME z II MIAMI—DADE COUNTY APPROVED II iv ED MULLION & MULLION ANCHORS I DIST. li SEE SEPARATE NOA i� \ EDGE DIST. I I 11 2 3/8" MIN. M\'� 2 3/8" MIN. _--� N WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING de a X u f d a d\_ Z: a N $� TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (w=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ��. b®CBNS�°�® TATE OF mymU Z M m i O Z M Q m I 2 n a Q a 0 O: O O .... m C) O W N IX 0 'm V p w H cy 0 °o paoo y U)Lu 9 o N Q w N LL o - 3 02M Q W 011 a � � L O = O O W x N pw n C 0 n L0 ^ N N � � w 0 Z o vw >O—O 0< w w U LO N C STRUCTURE Y x TYPICAL ANCHORS � E SEE ELEV. m • m FOR SPACING o U o EDGE DIST. d m N FLANGE & FLANGE ADAPTOR FRAME z II MIAMI—DADE COUNTY APPROVED II iv ED MULLION & MULLION ANCHORS I DIST. li SEE SEPARATE NOA i� \ EDGE DIST. I I 11 2 3/8" MIN. M\'� 2 3/8" MIN. _--� N WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. TYPICAL ANCHORS SEE ELEV. FOR SPACING de a X u f d a d\_ Z: a N $� TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON BY 'ITW' (Fu=125 KSI, Fy=100 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (w=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ��. b®CBNS�°�® TATE OF mymU Z M m i O Z M Q m I 2 n a Q a 0 O: O O .... m C) O W N IX 0 'm V p w H cy 0 °o paoo y U)Lu 9 o N Q w N LL o - 3 02M Q W 011 a � � L O = O O W x N pw n C 0 n L0 ^ N N � � w 0 Z o vw >O—O 0< w w U LO N C 1/4" MAX. BUCK WIDTH 1/4" MAX. FLANGE & FLANGE ADAPTOR FRAME y.V o SHIM SHIMS 0 O 0 n % TYPICAL ANCHORS TYPICAL ANCHORS O H (9 a SEE ELEV. 1 2 S6 SS SEE ELEV. Fw FOR SPACING 1 M9 FOR SPACING Q W Z N a FLANGE ADAPTOR FRAME mo 0� M 0 MCI METALSTRUCTURE - 1' 1%4" 0 0 ui el 0 2t _ w -- -- - -- 0 11L, 01 _ -- - 0LIr pc W Ill 41 O '(04 A _ i W 1 B A Vi' =02 m EXTERIOR WOOD BUCKS =-- J 0 a j 13 Q D.L. OPG. ¢ d E1 Iii III O wm� II II D � � m 1/4" MAX. BUCK WIDTH 1/4" MAX. SHIMS SHIMS O rn TYPICAL ANCHORS O SEE ELEVTYPICAL ANCHORS . FOR SPACING SEE ELEV. j = O a o, FOR SPACING vi 0 W �- N Q O S o � N o 1 4�4... ONLo p� W 3po 0 M Y WOOD BU Z 'O uO1i .,o OR aWOOD STRUCTUR o E260 1 B .w 10 w 3 O� F WOOD BUCKS � m m s LL n MIAMI—DADE COUNTY o g APPROVED MULLION mow & MULLION ANCHORS 1/2" TYP. — m U a w r SEE SEPARATE NOA E m < o BUCK WIDTH BUCK WIDTH m a z INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. I I m o 0 0 0 I I }%Y.C'i3iJC9 iT.Ei'`sS 2s cn,rAying wilhOW FkAka �(�1�8 qM'® + :. :. .: -.. ya at.a!8 �$�6: . ✓U L4' 0\ v \,®CENS� Vf T a u O L 10 TATE OF drawing #14 X 1" FH. SMS. %®��° °<OR10%0'°���� W10-03 ®NA TYPICAL ANCHORS METAL SEE ELEV. STRUCTURE \ FOR SPACING TYPICAL ANCHORS SEE ELEV. m Ea DIST. ' FOR SPACING 0 0 d e a m GE DIST. \ m SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL I ti l4U © E5 x C) E4 w HN x W Y m �v I ' III III W I �Il ill ti E EDGE DIS° \ .. \ TYPICAL ANCHORS SEE ELEV. °. FOR SPACING WOOD BUCCKK EQUAL LEG FRAME it_____________I II MIAMI—DADE COUNTY APPROVED II N EDGE MULLION & MULLION ANCHORS \ T N li SEE SEPARATE NOA it \ EDGE DIST. x x \ U TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING TYPICAL ANCHORS MIAMI—DADE COUNTY APPROVFn MIIIIInm EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8MIN. a � M � 2 3/8" MIN. N WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. n u d < d a e s T 1'1t0-"Duc ' REV. 9F.d3 ; Uildina Cad, RcceR3rea:�fi°icr a{ -6D1 �.C3$ Expiration Tate °r aLli Dade product CM d ° a \ \LTYPICAL ANCHORS SEE ELEV. FOR SPACING •°°�®c�iN4 -.9 eN,®'9a P OP uj � N N m N (0 O v = O O Ld x p Ld Of w U) a C: o O SN o U) In N W "q m 0 M z O Z J w cwii � O - o � U O Q a w O z V o " vwsi G a U o N _ N drawing no. W10-03 >heet 6 of 9 CD TYPICALANCHORSLtT�T �D���{E U M 1' lIV lb 1Vl U ILLUSTRATIVE DTLS. ONLY /R p EXT. OR INT. FINISHES E11 FOR SPACING �Y o NOT BY CGI Z h % Qw MN HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q IL q N o NOT BY CGI O w N ` ro O8 SMS (GRADE 2 CRS)11 N A2 Et INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0: C L BACKBED 1-1/2" MIN. PENETRATION INTO WOOD 0 U 0i I� li 0 CAULKING 0 m D �1 II M2 C GD . G a d III III S5 O N Np II Q W >IL a �I II M9 J ems m Q i O Qwm�r J m 0 Qi II II II II � II Ij Ij SWEEP LOCK 1 II II 1 OPTIONAL TO v C EB EGRESS LOCK — AT SILL o L O WOOD STRUCTURE 1/4" MAX. BUCK HEIGHT 1/4 NOT BY CGIMAX. = O w a O ES GAP GAP 0 LU w F- E4 1/2" MIN. 1/2" MIN. �zU) 0 =N r 0-0 D2 O_NIw o�MN O BACKBED U O Q s CAULKING w U z N z I� II z O > U NG a of o N Qo 54 z z M1 i HOUSE WRAP E6 NOT BY CGI vi o e r G O j E3 Es EXTERIOR m m m a m M9 D.L. OPG. a 0 0 0 0 2 � ¢ m o 0 M14BACKBED :is cc,e,*piysr.w.+a&3: L4 ®\\1Y9109 B/y0 O CAULKING E2 ep. see Abi _i vvv - •°••.�� ��i "n _. s iaa Date 2Di 9.\OEA9�¢ ' N \ HOUSE ® N®. 7 B2 a o NOT BY CRAP z : _de Perducf CrcaS�=u(', v a e GI TATE OF drawl Ell TYPICAL ANCHORS i®' ° L®R9®�°°"0�� W10-03 FOR SPACING ',,�® I��o p N sheet 7 of 9 4.V U M O 0 Zr r°° i 0 Z M F w I � n a Q IL 6 0 0:00`0 U 0 du 0. W N m 0:OLu ~ LL 1- U) r a ow 0LL'CN o 01L00 i ONN� Q w 7 LL N LL Lu 0 1 a(0< Qwm� r O u N u� � I J U M C _ n 3 0 o = O L N p W LL 0_ J V) 4 C 0 W 3 N M O Z O C Z w O 0 O _ O : UOQ w 1- 0 U 3 m m o Q 8 o w � U u Q x Q y y o e 2 r CN - - - O � o � N 0 > ro m m j o 0 0 0 d ¢ m U tisleY gs. ,i 71-11 p p31 a - eeeeryX���P AH4f X64 0 1Luc.�e?...rWerte 1 f'�YfI e� e �V;°•`,;�.eQ°e�i��� �® ®j o II ®59a n a n 6 s TATE OF � Awe [drawing no. W10-03 ®I@70041677i� sheet 8 of 9 ITEM PART j/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI -100 1 FRAME HEAD 6063-T6 - E2 CGI -707 7 FRAME SILL 6063-T6 - E3 CGI -102 2 FRAME JAMB 6063-T6 - E4 CGI -103 1 MEETING RAIL 6063-T6 - E5 CGI -104 1 LOCK RAIL 6063-T6 - E6 CGI -705 1 HANDLE RAIL 6063-T6 - E7 CGI -106 2 SASH RAIL 6063-T6 - EB CGI -107 AS READ. 5/16" GLAZING BEAD 6063 -TS - E9 CGI -108 AS READ. 0.700" GLAZING BEAD 6063 -TS - E70 CGI -109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - E11 CGI -110 AS READ. NAIL FIN ADAPTOR 6063-T5 - E72 CGI -135 1 FLANGE FRAME HEAD 6063-T6 - E73 CGI -136 2 FLANGE FRAME JAMB 6063-T6 - - E14 CGI -137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI -605 OPTIONAL SCREEN FRAME 6063-T5 - M1 CGI -382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI -111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI -112 AS READ. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. M70 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. M11 W23201NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI -729 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M73 CGI -131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 E26078WN - D BULB -T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI -133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI -130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M77 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI -132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI -125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI -134 - SILL SPACER PVC PROTOTYPE OR EQUIV. S2 - 2 OR 3/CORNER # 10 X 7 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - S4 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 S6 2/ LOCK # 6 X 1/2" LG. FH. SMS. ®CGI -133 &CAM LOCK 4.V U M O 0 Zr r°° i 0 Z M F w I � n a Q IL 6 0 0:00`0 U 0 du 0. W N m 0:OLu ~ LL 1- U) r a ow 0LL'CN o 01L00 i ONN� Q w 7 LL N LL Lu 0 1 a(0< Qwm� r O u N u� � I J U M C _ n 3 0 o = O L N p W LL 0_ J V) 4 C 0 W 3 N M O Z O C Z w O 0 O _ O : UOQ w 1- 0 U 3 m m o Q 8 o w � U u Q x Q y y o e 2 r CN - - - O � o � N 0 > ro m m j o 0 0 0 d ¢ m U tisleY gs. ,i 71-11 p p31 a - eeeeryX���P AH4f X64 0 1Luc.�e?...rWerte 1 f'�YfI e� e �V;°•`,;�.eQ°e�i��� �® ®j o II ®59a n a n 6 s TATE OF � Awe [drawing no. W10-03 ®I@70041677i� sheet 8 of 9 ITEM PART j/ QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI -100 1 FRAME HEAD 6063-T6 - E2 CGI -707 7 FRAME SILL 6063-T6 - E3 CGI -102 2 FRAME JAMB 6063-T6 - E4 CGI -103 1 MEETING RAIL 6063-T6 - E5 CGI -104 1 LOCK RAIL 6063-T6 - E6 CGI -705 1 HANDLE RAIL 6063-T6 - E7 CGI -106 2 SASH RAIL 6063-T6 - EB CGI -107 AS READ. 5/16" GLAZING BEAD 6063 -TS - E9 CGI -108 AS READ. 0.700" GLAZING BEAD 6063 -TS - E70 CGI -109 AS READ. FRONT FLANGE ADAPTOR 6063-T6 - E11 CGI -110 AS READ. NAIL FIN ADAPTOR 6063-T5 - E72 CGI -135 1 FLANGE FRAME HEAD 6063-T6 - E73 CGI -136 2 FLANGE FRAME JAMB 6063-T6 - - E14 CGI -137 1 FLANGE FRAME SILL 6063-T6 - E17 CGI -605 OPTIONAL SCREEN FRAME 6063-T5 - M1 CGI -382V AS READ. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - M2 CGI -111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI -112 AS READ. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE - BSI OR EQUIV. M70 - 2/ WDW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. M11 W23201NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI -729 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M73 CGI -131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 E26078WN - D BULB -T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI -133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI -130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M77 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI -132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI -125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI -134 - SILL SPACER PVC PROTOTYPE OR EQUIV. S2 - 2 OR 3/CORNER # 10 X 7 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - S4 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. 2.505-1250570 �� oss s2 S2 U z� U o 0 � 1.745 .811 .745 .065 -�- TYR .-LU811 1.245 .745 .065 1.550 1.680 0 ,{ 8 _ '� Z Mei 0 F_ M i z a F w Z t�v Q a z < o- �O NP. .050 Ll //p�� !� m O U 812 FLANGE FRAME HEAD I1.015 1.015P- E1 FLUSH FRAME HEAD 1.395 E11 NAIL FIN ADAPTER �� �j) cq w x Q 0 W ti �i p tti m a IL 0 ro o 0 C O D N �. Z N 1.583 1.583 .745 1.007 .ossos5 nP. NP. oss LL z y LL c p $ m TYP. 1.368 2.113 J z m Z 1+1 - w Qwm�~ 3.675 1 425 3.175 429 3.175 1.015 VENT TOP CORNER 0 - 500 500 20 1.220- 000F_ .500 SIII F=-2.505 Ea MEETING O RAIL FRAME TOP CORNER g c O1 -2.505 Ei4 FLANGE FRAME SILL E2 FLUSH FRAME SILL 1.220 1.043 1.788 /may vi a 0 t0 w 4 "Ov1 O O .500 1.301 1.301 S2 o H r 7n F.065 .065 .065 NP' w z N 0 M M rn NP. NP. 1.015 Zo 2.440 1.015 2.440 1.015 85 LOCK RAIL FRAME BOTTOM CORNER w w O ro � C) .745 L 2.195 VENT BOTTOM CORNER N .745 O m m 2.846 2.3464 E73 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB 1.892 .065 1.043 Ty?.?.� wuozo z o 6aa w Uoz.n <aor .4901-1 .1 .Z5 50 NP. 7_0nP. S2 �I 1.015 c 2 N m O N �I .854 .864 k- Es HAND RAIL <Jt JL"i x "v 9ED J-0 ESE9 516" GLAZING BEAD .700° GLAZING BEAD - c�M,�YMg W4Qf. the r$ ° 4- 419909 'mwmg 0 , 1.449 �D.A�4f ji p-1.395 7 .180 .293 .7445 1.450 ®® .180 Z"9 F:^.;�_.� Dade Py 'crA+e ; _ ,,;°-. N9. `!®592 � e i7t ti $ r .050 � � .060 �� �� 1.021 .065 1.015 .560 .050 ®�° ° ! i �® a m a` O .065 1.413 CI p® ®'•./� S 4E®P �� °��; drawing no. ppm®�°• W10-03 M3 FLUSH FRAME COVER M19 SCREW COVER E7 SASH RAIL 810 FLANGE ADAPTOR ///®/ AB1"�jgt���`\e sheet 9 of 9 MIAMI -DARE MIAMI-DADE COUNTY PRODUCT 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 and Doors, Inc. 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 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 "Sentinel" Unclipped, Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No. M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision D dated 11/08/17, 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 Official. This NOA revises NOA# 14-1103.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0117.01 MIAMI -DADS COUNTYEx = Expiration Date: September 22, 2020 Approval Date: March 01, 2018 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.14) 2. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision C dated 02/25/15, 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 along with marked -up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0303-11, dated 03/24/11, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.]] -0330.22) 2. 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 along with marked -up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0301-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NDA No.10-0510.14) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 09/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated October 4, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0303-11, issued by Hurricane Test Laboratory, LLC, dated March 24, 2011, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.]] -0330.22) 3. Laboratory compliance letter for Test Report No. HTL-0080-0301-10, issued by Hurricane Test Laboratory, LLC, dated March 3 0, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510.14) 4. Proposal No. 09-1942 issued by BCCO, dated November 05, 2009, signed by Manuel Perez, P.E. (Submitted under NOA No.10-0510.14) G. OTHERS 1. Notice of Acceptance No. 11-1031.07, issued to CGI Windows & Doors for their Series "Sentinel" Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on 01/12/12 and expiring on 09/22/15. E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision D dated 11/08/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 10/15/14 and updated on 09/25/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 28, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 14-1103.09, issued to CGI Windows & Doors for their Series "Sentinel" Unclipped, Extruded Aluminum Tube Mullion - L.M.I. approved on 03/05/15 and expiring on 09/22/20. E-3 SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS WINDOW FRAME MEMBER INCLUDED IN PROPERTIES THESE MULLIONS TO BE USED WITH SERIES 130 SENTINEL FIXED WINDOW SERIES 110 SENTINEL SINGLE HUNG WINDOW SERIES 120 SENTINEL HORIZ. SLIDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT INSTRUCTIONS: —�{ 1.000 1.000 1.000 4.000 2.500 3.000 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 .125 NP. .125 N .125 IYP. f� 1 X 2-1/2 STD. TUBE 1 X 3 STD. TUBE 1 X 4 STD. TUBE 6063—T6 6063—T6 6063—T6 SERIES SENTINEL UNCLIPPED ALUMINUM MULLIONS WINDOW FRAME MEMBER INCLUDED IN PROPERTIES THESE MULLIONS TO BE USED WITH SERIES 130 SENTINEL FIXED WINDOW SERIES 110 SENTINEL SINGLE HUNG WINDOW SERIES 120 SENTINEL HORIZ. SLIDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. THESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE IMPACT INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 PRODUCT REVISED FOR PARTICULAR OPENING. ' as ct.)yi with the FloMa STEP 2 USE CONNECTION OF WINDOWS TO MULLION AS PER Buildilig 0ode PRODUCT APPROVAL. Acceptmce No USING CHARTS ON SHEETS 3 THRU 5 SELECT MULLION TYPE Ex kad Date € 4 i i STEP 3 AND ANCHOR QUANTITIES WITH DESIGN RATING MORE THAN 1 THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. 13y T � �c �-4 T STEP 4 CAPACITY OF SELECTED CGI'S WINDOWS AND MULLION MUST EQUAL OR EXCEED REQUIRED LOADS. r- E 1!:1ill's ZM ® Oho 01 Z MDQ W N Q (L ,. O0�O W N CL ,�,� W 0 u. o uN� v pW 0 >M 0 0G.00VO, Q0�i� c� O:ItZaN it WALL. Lf) u01 .Z - M mj acDQ j �w��� (!) z (D J J J Q LLJ CL J z w F_ E V) w w cn 0 U) 0 Z 0 D N tO U co � I r� D1 w � L LO O 0 L L ry I- Q -� Cn c F=-C\J rn LO LO 0 r) E n •� z I-'- 0 _ 0 �= C� 0 Q w U �� LJ UU �i U m m W m LL- u- z LL- o ter- V) r 0 o O o - o o o CL z moo =o Q Q U Q 6- a- o IL Z) :D z D �-L0r- o ai �i o0 D N N O O 07 N - O O 01<1MI-01C)l ° °° �a� 09 °°O ®® o ® o N ®'592 r m ° ° v L s O o - C o° ° ° OF drawing no. ® ° p P°°°° O® ®� �° ® M 10-01 �V. S� ®®® sheet 1 of 1 OR 2 ANCHORS AT EACH SIDE OF MULLION (AT WINDOW FRAME) 4 TYPICAL TYP, SEE CHART 'A' FOR CAPACITY Wl W2 04 FIXED TO FIXED SEE CHART 'A' FOR CAPACITY 9 C'4 FIXED TO S.H. am SEE CHART '13' FOR CAPACITY lllxl�l I W1 W2 W2 v W1 W2 C'4 FIXED TO S.H. am SEE CHART '13' FOR CAPACITY lllxl�l I SEE CHART 'A' FOR CAPACITY I I 7-RIOR SEE CHART 'A' FOR CAPACITY FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE t� V v USED AT ALL MULLION COMBINATIONS. 0 0 W1 W2 SEE CHART 'A' FOR CAPACITY I I 7-RIOR SEE CHART 'A' FOR CAPACITY FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE t� V v USED AT ALL MULLION COMBINATIONS. 0 0 W FIXED TO H.R. W1 W2 FRAMES MAY BE r'I A K It-% r - UR r-WUML LEG "TYPE 'ET 7 FOR FRAME DETAILS H. R. TO H. R. SEE CHART 'A' FOR CAPACITY WIDTH (W) Wl + W2 2 Wl W2 W FIXED TO H.R. W1 W2 FRAMES MAY BE r'I A K It-% r - UR r-WUML LEG "TYPE 'ET 7 FOR FRAME DETAILS H. R. TO H. R. SEE CHART 'A' FOR CAPACITY WIDTH (W) Wl + W2 2 c*4 S. H. TO H. R. 17ot 2D n 9Z L0 Q (0 cy) LO 0 to 0 Li 0 L.Li 0:� x F— <LL. C/O 0 F=—r" (:7) co LO r-- LO 0 LO LL- '—, LO .0 0 0 < T —j 0 Ld Q 0 U) AhAA\\ 0 a a 0 %GE a 0592 o 0 0 0 O 0 0 0 o C 0 E OF drawing no. 0 114 ® " K . ". " n / 0 a mlo I§ (shee2 o 7 111 t f j W 1 W2 c*4 S. H. TO H. R. 17ot 2D n 9Z L0 Q (0 cy) LO 0 to 0 Li 0 L.Li 0:� x F— <LL. C/O 0 F=—r" (:7) co LO r-- LO 0 LO LL- '—, LO .0 0 0 < T —j 0 Ld Q 0 U) AhAA\\ 0 a a 0 %GE a 0592 o 0 0 0 O 0 0 0 o C 0 E OF drawing no. 0 114 ® " K . ". " n / 0 a mlo I§ (shee2 o 7 111 t f j NOTE: MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION OF FIXED, SINGLE HUNG OR HORIZ. SLIDING WINDOWS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN CHART 'A' DESIGN LOAD CAPACITY - PSF MULLION WITH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS CHART 'A' DESIGN LOAD CAPACITY - PSF MULLION WITH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS WINDOW DIMS. WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE MULL TUBE 1 X 2-1/2 1 X 3 MULL TUBE 1 X 4 19-1/8- 26-1/2- 37" 49" 53-1/8 of 50-5/8" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 82.9 82.9 82.9 90.0 90.0 90.0 76.9 76.9 76.9 90.0 90.0 90.0 76.9 76.9 76.9 90.0 90.0 90.0 19-1/8- 26-1/2 is 37" 49" 53-1/8" 63" 90.0 90.0 90.0 90.0 90.0 90.0 74.7 74.7 74.7 90.0 90.0 90.0 59.8 59.8 59.8 83.3 90.0 90.0 52.2 52.2 52.2 70.7 90.0 90.0 50.9 50.9 50.9 68.5 90.0 90.0 19-1/8 it 26-1/2 37" 49" 53-1/8" 76" 77.5 77.5 77.5 81.5 90.0 90.0 59.2 59.2 59.2 60.2 80.3 90.0 45.3 46.3 46.3 45.3 60.4 90.0 37.0 39.0 39.0 37.0 49.3 77.3 35.2 37.5 37.5 35.2 47.0 73.4 19-1/8 9) 26-1/2 of 37" 49" 53-1/8- 85" 57.9 68.3 68.3 57.9 77.3 90.0 42.6 51.8 51.8 42.6 56.8 90.0 31.7 40.0 40.0 31.7 42.3 74.3 25.5 33.2 33.2 25.5 34.0 59.3 24.1 31.7 31.7 24.1 32.2 55.9 19-1/8 to 26-1/2 37" 49" 90„ 48.7 64.0 64.0 48.7 65.0 90.0 35.7 47.7 48.4 35.7 47.7 83.7 26.5 35.3 37.2 26.5 35.3 62.1 21.1 28.2 30.7 21.1 28.2 49.5 19-1/8 to 26-1/2 37" 96" 40.0 53.4 59.6 40.0 53.4 90.0 29.3 39.1 44.9 29.3 39.1 68.7 21.6 E 28.9 34.3 21.6 28.9 50.7 NOTE: MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION OF FIXED, SINGLE HUNG OR HORIZ. SLIDING WINDOWS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLS Al 1 PATI Irn A AIn1 InMC] -r„ BE AS PER WIDTH (W) = Wl + w2 2 FLANGE OR FLUSH FRAMES 3.1 MULLION SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS W1 W2 \ -T CHART 'A' DESIGN LOAD CAPACITY - PSF MULLION WITH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1X 4 MULL TUBE MULL TUBE 1 X 2-1/2 1 X 3 MULL TUBE 1 X 4 24" 30" 36" 42" 48" 54" 60" 48" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 86.9 86.9 86.9 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 24" 30" 36" 42" 48" 54" 60" 60" 85.5 85.5 85.5 90.0 90.0 90.0 73.0 73.0 73.0 90.0 90.0 90.0 65.1 65.1 65.1 90.0 90.0 90.0 60.1 60.1 60.1 90.0 90.0 90.0 57.0 57.0 57.0 84.9 90.0 90.0 55.3 55.3 55.3 81.7 90.0 90.0 54.7 54.7 54.7 80.6 90.0 90.0 24" 30" 36" 42" 48" 54" 60" 72" 68.4 68.4 68.4 77.8 90.0 90.0 57.6 57.6 57.6 63.9 85.3 90.0 50.7 50.7 50.7 55.0 73.4 90.0 46.0 46.0 46.0 49.0 65.4 90.0 42.8 42.8 42.8 45.0 60.0 85.5 40.5 40.5 40.5 42.2 56.2 81.1 39.1 39.1 39.1 40.3 53.8 78.2 24" 30" 36" 42" 48" 54" 84„ 48.4 57.0 57.0 48.4 64.6 90.0 39.5 47.6 47.6 39.5 52.7 90.0 33.7 41.5 41.5 33.7 44.9 78.4 29.7 37.2 37.2 29.7 39.6 68.8 26.9 34.2 34.2 26.9 35.8 61.9 24.8 32.0 32.0 24.8 33.1 56.9 24" 30" 36" 42" 48" 96" 32.2 43.0 48.9 32.2 43.0 75.5 26.1 34.9 40.5 26.1 34.9 61.2 22.2 29.6 35.1 22.2 29.6 51.9 - 25.9 31.3 - 25.9 45.5 - 23.2 28.5 - 23.2 40.8 1 OR 2 ANCHORS AT EACH SIDE OF MULLS Al 1 PATI Irn A AIn1 InMC] -r„ BE AS PER WIDTH (W) = Wl + w2 2 FLANGE OR FLUSH FRAMES 3.1 MULLION SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS W1 W2 \ -T WIDTH (W) = Wl + w2 2 FIN FRAMES FOR OTHER COMBINATIONS. z co ®z Moi N W Q g N �Oao Q W N CL W ■ 0 LL 0 M C, o UJ C?`O��M o CC�o.oa�°-� 0 co z0N C� W:)u. Lo LI. Z�- M .02 mj 0 0< j �wM2P cn 0 J Q LJ 0 CL CL z J z F - w w w V) 0 .W J N V co C LO L O w W rz XQ U LL� rn N� Lo O •� Lo .0 z Li n O o M _ O .� C7 o Q w U i- �i w w w m W rn (1) o 0I=- F- H N 0 L 5 u 0 F - Q ¢ a �LLJ IQ) r _ -rU U O o o a. z z z Z) tet- In r- 0 U N N O O m N O O 0 Q m U D o`0000000�oo® ®®P, f °° ��° ® °°°�� LSIIV® -jjllL- II WIDTH (W) = Wl + w2 2 FIN FRAMES FOR OTHER COMBINATIONS. z co ®z Moi N W Q g N �Oao Q W N CL W ■ 0 LL 0 M C, o UJ C?`O��M o CC�o.oa�°-� 0 co z0N C� W:)u. Lo LI. Z�- M .02 mj 0 0< j �wM2P cn 0 J Q LJ 0 CL CL z J z F - w w w V) 0 .W J N V co C LO L O w W rz XQ U LL� rn N� Lo O •� Lo .0 z Li n O o M _ O .� C7 o Q w U i- �i w w w m W rn (1) o 0I=- F- H N 0 L 5 u 0 F - Q ¢ a �LLJ IQ) r _ -rU U O o o a. z z z Z) tet- In r- 0 U N N O O m N O O 0 Q m U D o`0000000�oo® ®®P, f °° ��° ® °°°�� LSIIV® N592 II N4 000 O r N 2 o p p C=M® 0 O o\ o o P"'O O 4 p °° o O ° E ®� N U drawing no. ® ° � 1141. ° ° o ® �° p ° ®� \�J®® ®® apo �� 0 M10 01 o ®® ®®00 AL ®®® pe® sheet 3 of 7j NOTE: MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN 04 i%� i% 0- V) z: 0 D CHART I B 9 DESIGN LOAD CAPACITY - PSF MULLION WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM CHART 'B' DESIGN LOAD CAPACITY - PSF MULLION WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM i% WINDOW DIMS. 1 WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MULL TUBE 1 X2-1/2 MULL TUBE 1 X3 MULL TUBE 1 X4 MULL TUBE 1 X2-1/2 MULL TUBE 1 X3 MULL TUBE 1 X4 19-1/8" 26-1/2 of 37" 49" 53-1/8" 50-5/8" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 82.9 82.9 82.9 90.0 90.0 90.0 76.9 76.9 76.9 90.0 90.0 90.0 76.9 76.9 76.9 90.0 90.0 90.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 63" 90.0 90.0 90.0 90.0 90.0 90.0 74.7 74.7 74.7 90.0 90.0 90.0 59.8 59.8 59.8 90.0 90.0 90.0 52.2 52.2 52.2 90.0 90.0 90.0 50.9 50.9 50.9 89.4 90.0 90.0 19-1/8 of 26-1/2" 37" 49" 53-1/8 to 76" 77.5 77.5 77.5 90.0 90.0 90.0 59.2 59.2 59.2 78.5 90.0 90.0 46.3 46.3 46.3 59.0 74.2 90.0 39.0 39.0 39.0 48.2 60.6 78.1 37.5 37.5 37.5 46.0 57.7 75.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 85" 68.3 68.3 68.3 75.6 90.0 90.0 51.8 51.8 51.8 55.6 69.8 90.0 40.0 40.0 40.0 41.4 52.0 80.1 33.2 33.2 33.2 33.2 41.7 66.5 31.4 31.7 31.7 31.4 39.5 63.5 19-1/8 it 26-1/2 to 37" 49" 90„ 63.5 64.0 64.0 63.5 79.8 90.0 46.6 48.4 48.4 46.6 58.6 90.0 34.5 37.2 37.2 34.5 43.4 70.1 27.5 30.7 30.7 27.5 34.6 55.9 19-1/8 of 26-1/2" 37" 96" 1 52.2 59.6 59.6 52.2 65.6 90.0 38.2 44.9 44.9 38.2 48.1 77.6 1-28.2 1- 34.3 34.3 -F 28.2T 35.4 T 57.3 NOTE: MULLIONS RATED IN THESE CHARTS WITH SINGLE HUNG FRAMES MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN BELOW. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLION SPAN 04 i%� i% 0- V) z: 0 D 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS W1 W2 CHART I B 9 DESIGN LOAD CAPACITY - PSF MULLION WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM i% WINDOW DIMS. 1 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MULL TUBE 1 X2-1/2 MULL TUBE 1 X3 MULL TUBE 1 X4 MULL TUBE 1 X2-1/2 MULL TUBE 1 X3 MULL TUBE 1 X4 24" 30" 36" 42" 48" 54" 60" 48" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 86.9 86.9 86.9 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 24" 30" 36" 42" 48" 54" 60" 60" 85.5 85.5 85.5 90.0 90.0 90.0 73.0 73.0 73.0 90.0 90.0 90.0 65.1 65.1 65.1 90.0 90.0 90.0 60.1 60.1 60.1 90.0 90.0 90.0 57.0 57.0 57.0 90.0 90.0 90.0 55.3 55.3 55.3 90.0 90.0 90.0 54.7 54.7 54.7 90.0 90.0 90.0 24" 30" 36" 42" 48" 54" 60" 72" 68.4 68.4 68.4 90.0 90.0 90.0 57.6 57.6 57.6 83.4 90.0 90.0 50.7 50.7 50.7 71.8 90.0 90.0 46.0 46.0 46.0 64.0 80.4 90.0 42.8 42.8 42.8 58.6 73.7 85.5 40.5 40.5 40.5 55.0 69.1 81.1 39.1 39.1 39.1 52.6 66.1 78.2 24" 30" 36" 42" 48" 54" 84" 57.0 57.0 57.0 63.2 79.4 90.0 47.6 47.6 47.6 51.5 64.7 90.0 41.5 41.5 41.5 43.9 55.2 82.9 37.2 37.2 37.2 38.7 48.7 74.4 34.2 34.2 34.2 35.0 44.0 68.4 32.0 32.0 32.0 32.4 40.7 64.0 24" 30" 36" 42" 48" 96" 42.0 48.9 48.9 42.0 52.8 85.3 34.1 40.5 40.5 34.1 42.8 69.2 28.9 35.1 1 35.1 28.9 36.3 58.7 25.3 31.3 31.3 25.3 31.8 51.4 22.7 28.5 28.5 1 22.7 1 28.5 1 46.1 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS W1 W2 WIDTH (W) = Wl + W2 2 f,,-kC,lDT.,TC-F RE-VISED z COco 0Z co k,-) 04 w [L 00 0 cq j w N IL U, IX LL 0�Nh Uj rl 0 > m M 0 0 (L cl0 0 vq (D 0 03 � E (D 11) 0 cq z j LLJ LL W0 LL z .02 M 1 mj a 0 j < Lu Z M ul M 2 1- ww w m m = m LL - V) cn V) (A (f) V) o C14 F- F- F- - LLJ LLJ LLJ 0 CL F- < < < L LJ -r -r_ C) 0 C3 Q) 0 0 0 cl- -0 z z z Z) 0 of U-) m 0 C-4 C-4 0 -0O 6 N 0 0 0 < m 0 0 c- i% i% WIDTH (W) = Wl + W2 2 f,,-kC,lDT.,TC-F RE-VISED z COco 0Z co k,-) 04 w [L 00 0 cq j w N IL U, IX LL 0�Nh Uj rl 0 > m M 0 0 (L cl0 0 vq (D 0 03 � E (D 11) 0 cq z j LLJ LL W0 LL z .02 M 1 mj a 0 j < Lu Z M ul M 2 1- ww w m m = m LL - V) cn V) (A (f) V) o C14 F- F- F- - LLJ LLJ LLJ 0 CL F- < < < L LJ -r -r_ C) 0 C3 Q) 0 0 0 cl- -0 z z z Z) 0 of U-) m 0 C-4 C-4 0 -0O 6 N 0 0 0 < m 0 0 c- V) CHART 'C' DESIGN LOAD CAPACITY -PSF HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL FIXED OVER HORIZ. SLIDING WINDOW WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WINDOW WIDTH WINDOW HEIGHT TRANSOM HEIGHT MULL TUBE 1 X 2-1 /2 MULL TUBES 1 X 3 1 X 4 MULL TUBE 1 X 3 MULL TUBE 1 X 4 52-1 /8" 25" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 1 OR 2 ANCHORS AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL m v o o 42" 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 73 12" 90.0 90.0 90.0 SEE CHART FOR CAPACITY M ko Z CO (Q 04 W ((0 Q 0�. 'rC N � 0 C) 0 Lu v O"' W 0 F- LL `- O J � 24" 82.9 82.9 90.0 90.0 30 74.3 74.3 90.0 90.0 36 68.1 68.1 90.0 90.0 42 63.6 63.6 85.0 90.0 48" 60.3 60.3 77.5 90.0 52-1 /8" 37-3/g" 12 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 a G~?D� W m 0 M a o r �/ 0 iii it Z j N W5LL !�WN_ M .za2M � ZM w W 0 H 36" 89.4 89.4 90.0 90.0 42" 86.3 86.3 90.0 90.0 48 84.8 84.8 90.0 90.0 73 12 90.0 90.0 90.0 90.0 18 78.3 78.3 90.0 90.0 24 69.7 69.7 90.0 90.0 30 63.5 63.5 88.0 90.0 36 58.9 58.9 80.0 90.0 42" 55.5 55.5 73.3 90.0 48" 52.9 53.0 67.6 90.0 36" 49-5/8" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 36 90.0 90.0 90.0 90.0 2 1 /2" 3ff 4f: z 0 J N U co w L- LO o 0 L� ..� 90.0 52-1 /8" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24 87.3 87.3 90.0 90.0 30" 81.8 81.8 90.0 90.0 36" 78.1 78.1 90.0 90.0 42" 75.7 75.7 90.0 90.0 48" 74.5 74.5 90.0 90.0 73 12 75.3 75.3 90.0 90.0 18 66.5 66.5 90.0 I w w Q o ,,L, CL _, z � z� w w a -� � � Z N o j (� rn 3 N � LO to rn Ln '� LL -i 0 0- Q w 30" 55.5 55.5 75.6 90.0 36 52.0 52.0 69.6 90.0 42 49.3 49.3 64.5 24 48 47.0 47.3 60.1 80.6 4 U � U W _ U) m b- W z cn m u - FIXED OVER H.R. O - CL ~ W c� Q U o N o W CL ~ w 0 Q U o O04 o W a - z � z � I'R_O]-J '- - VI r d0 - r Fi,uilding Code 18- 1 .140 E. - 4®�pddO�DOp��O® By p�q Product 0011111trol ® ° 4 ° p -., t,, o.70592 ` ' � U>- /�) Vi C) 0 c 7 o r O �- Q 7 vi N � O m 7 0 N N O U 7 00 O �- O r o A .�. ° n_ hi° © ° °� o ° o ' °° s ®F ° A- ®100, ° O ° e ((��.�JJ) ®® drawing no. Myo ®01 D000000pe® sheet 5 of 7j 0 CHART 'C' DESIGN LOAD CAPACITY -PSF HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL FIXED OVER HORIZ. SLIDING WINDOW WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WINDOW WIDTH WINDOW HEIGHT TRANSOM HEIGHT MULL TUBE 1 X 2-1 /2 MULL TUBES 1 X 3 1 X 4 MULL TUBE 1 X 3 MULL TUBE 1 X 4 52-1 /8" 25" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 73 12" 90.0 90.0 90.0 90.0 18" 90..0 90.0 90.0 90.0 24" 82.9 82.9 90.0 90.0 30 74.3 74.3 90.0 90.0 36 68.1 68.1 90.0 90.0 42 63.6 63.6 85.0 90.0 48" 60.3 60.3 77.5 90.0 52-1 /8" 37-3/g" 12 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 36" 89.4 89.4 90.0 90.0 42" 86.3 86.3 90.0 90.0 48 84.8 84.8 90.0 90.0 73 12 90.0 90.0 90.0 90.0 18 78.3 78.3 90.0 90.0 24 69.7 69.7 90.0 90.0 30 63.5 63.5 88.0 90.0 36 58.9 58.9 80.0 90.0 42" 55.5 55.5 73.3 90.0 48" 52.9 53.0 67.6 90.0 36" 49-5/8" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 36 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 52-1 /8" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24 87.3 87.3 90.0 90.0 30" 81.8 81.8 90.0 90.0 36" 78.1 78.1 90.0 90.0 42" 75.7 75.7 90.0 90.0 48" 74.5 74.5 90.0 90.0 73 12 75.3 75.3 90.0 90.0 18 66.5 66.5 90.0 90.0 24 60.1 60.1 82.7 90.0 30" 55.5 55.5 75.6 90.0 36 52.0 52.0 69.6 90.0 42 49.3 49.3 64.5 85.9 48 47.0 47.3 60.1 80.6 0 CHART ' C' DESIGN LOAD CAPACITY -PSF HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL FIXED OVER HORIZ. SLIDING WINDOW WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WINDOW WIDTH WINDOW HEIGHT TRANSOM HEIGHT MULL TUBES MULL TUBE 1 X 3 1 X 2-1/2 1 X �- MULL TUBE 1 X 3 MULL TUBE 1 X 4 36 62 0 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30 90.0 90.0 90.0 90.0 36 90.0 90.0 90.0 90.0 42 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 52-1 /8" 12" 90.0 90.0 90.0 90.0 18 82.4 82.4 90.0 90.0 24" 76.4 76.4 90.0 90.0 30" 72.2 72.2 90.0 90.0 36" 69.3 69.3 90.0 90.0 42" 67.4 67.4 90.0 90.0 48" 66.4 66.4 90.0 90.0 73 12" 64.2 64.2 85.5 90.0 18 57.7 57.7 77.9 90.0 24" 52.9 52.9 71.6 90.0 30" 49.2 49.2 66.2 85.5 36" 46.4 46.4 61.6 80.3 42 44.3 44.3 57.5 75.7 48" 42.2 42.7 54.0 71.5 0 WINDOW WIDTH EDGE DIST. MW TYPICAL ANCHORS 1 OR 2 'T ^" ^'"r ^r """'"T WINDOW FRAME) a EDGE DIST. a 4 � Z TYPICAL ANCHORS d' 1 OR 2 AT EACH SIDE OF MULL a SEE SHEET 3 & 4 FOR CAPACITY EDGE DIST. d - n X QU) :2:2 TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY EDGE DIST. TYPICAL ANCHORS: SEE ELEV. FOR SPACING METAL STRUCTURE X TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY lZ4" DIA. TAPCON BY 'ITW, (Fu=125 KSI, Fy=100 KSI) l/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4 11 MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8° THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN, INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C®90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 2BY WOOD BUCK OR WOOD STRUCTURE 1-1/4" MIN. WOO AT EACH SIDE SEE SHEE FOR EDGE DIST. TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY -UR C►AC WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE USED AT ALL ANCHORAGE CONDITIONS. J8 SMS (GRADE 2 CRS) INTO WOOD STRUCTURES FOR FIN FRAMES ONLY 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 1/2" MIN. EDGE DISTANCE FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. ALSO APPLICABLE TO SINGLE DUNG AND HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, EQUAL LEG OR FIN FRAME CONFIGURATIONS. d�u �;� Unite y r w 2 3/8" MIN. 2 3/8" MIN. N \ WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23/8". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. r Z ao r` ® Z M M N W <� N N L0 X00 0 Q W N a�L �t 0 LL ii. gym C� o u ���mo 0 IL a vq cs, t IXzo N 19 W5LL e LL Z�— M � a(D< - W0)2~ J W F— w V) V) w 04 U LO0 O w Lu n*l Q -� Cf) ,� rn O • ''� L0 O o _ O� C� o Q w U I— w m W m =LL. u - o — a Nwo4-1 W o a Wo o CL C) m m z D ry D o 0) L0 00 a r N N O O 0) N �- O O 0 Q m U o pq ®0`p��BU60B�D ®® pd ® I II �.000" ° ° ° ° ° o ° �pClr�lS� ° .6 m c%4 z ® ® 1 N ° ° p O � © ®. 0592 ° o ® ci ® ° O ° ° C "D 0) T i ° 0-0 TE OF �� drawing no. 00 ° �® 9 °°°°Q Rp®�°°°° D�® _ ° ° . ° ®® mlo 01 ®® ADO o L /oouoo�pe® sheet 6 of 7 1 4. 2.505 SERIES 130 SENTINEL FIX. WDW. FLANGE FRAME CGI -118 55 v 2.440 1 1., 1.015 .745 2.846 H.R. WDW. FLANGE FRAME HEAD H.R. WDW. FLANGE FRAME JAMB S.H. WDW. FLANGE FRAME JAMB S.H. WDW. FLANGE FRAME HEAD CGI -136 CGI -135 ham -1.301--=i .065 -2.505- Typ- .065 2.440 2.505 v Typ. L 1.335 1.015 .811 1 :1 1.245 .745 .065 .745 Typ. �.995 -2.346 C=l -1.495- 1.015 H.R. WDW. FLUSH FRAME HEAD H.R. WDW. FLUSH FRAME JAMB SERIES 130 SENTINEL S.H. WDW. FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME HEAD FIX. WDW. FLUSH FRAME CGI -102 CGI -100 CGI -1 19 1.015 1.140 - on SERIES 110 SENTINEL S.H. WDW. FLANGE FRAME SILL CGI -137 75 SERIES 110 SENTINEL S.H. WDW. FLUSH FRAME SILL CCI -101 2.737 .065 NP. 75 2.505 2.6 n 0 1.000 1.9913.237 2.; SERIES 120 SENTINEL H.R. WDW. FLANGE FRAME JAMB CGI -139 SERIES 120 SENTINEL H.R. WDW. FLUSH FRAME JAMB CGI -116 -1.450- 180 1 3 .550 .050 v FLANGE ADAPTOR CGI -109 I 065 13 1.550 1.680 .050 1.395 FIN ADAPTOR. CGI -110 SERIES 120 SENTINEL H.R. WDW. FLANGE FRAME SILL CCI -138 00 z co CY) 0Z ko 05 W W OLQ ODM W j C4 IL uj F- LL Ca m m W W 0 > m 0 0 0. 0 < voq 0 0 co z j N 4 LU M LL L w U) L z 0 0 1 0 M (0 z 0 NA 0 o'. II 00 NO 0 0 60, 0 to 0 70592 0 0 a 7Ej 2^ o 0 4::p 0 410, 0 o E OF L�J j � f-, drawing no. 0 1 0 ocoo17 P�- olo RV10-01 e° M AAAL 1§11111%0\ sheet 7 of ( 7j M 1AM IRADE MIAMI-DADE COUNTY PRODUCT 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.2ov/economy CGI Windows and Doors, Inc. 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 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 Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -13A, titled "Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section 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 Official. This NOA revises and renews NOA# 15-0420.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0129.08 MIAMI-DADE COUNTY Expiration Date: March 28, 2023 > o e ea p .+ S Approval Date: March 29. 2018 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95 -13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1 "x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1 'x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95 -13A, titled Series Clipped, Extruded Aluminum Tube Mullion — L.M.I. ", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 4, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. E-3 1,000 1_1.125 __7 .125 2.000 Ix = .332 IN\4 Sx = .332 IN\3 1X2 MULLION 6063-T6 1,000 �{� 125 __7 3.000 .125 Ix = .9502 IN\4 Sx = .6335 IN\3 1 X3 MULLION 6063-T6 1,000 ,125 ,125 4.000 Ix = 2.0374 IN\4 Sx = 1.0187 IN\3 1 X4 MULLION 6063-T6 i H ,125 2.000 1-2.000 �I CLIP ANGLE 6063-T6 2.000 .125 4.000 6,000 Ix = 2.9762 IN\4 Sx = 1.4881 IN\3 2X4 MULLION 6063-T6 1.E -� 2.000 �.125 Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 4, tip , 6.000 3 30 2,000 "W" DIMENSION MULLION `W' — IN. 2" 1.688 3" 2.688 4" 3.688 6" 5.688 2, 4.000 MULLION CLIP FOR 1 BY TUBES CGI -383 6063-T6 MULLION CLIP FOR 2BY TUBES 2X6 MULLION CGI -395 6063-T6 6063-T PRODUCT MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 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 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ° ABOVE LOAD REQUIREMENTS. Acc4ptmce STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT k49 P48 APPROVAL. E USING GRAPHS ON SHEEP 2 SELECT MULLION SIZE WITH 13y STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED r'vliarni ache Product IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHS STEP 5 ON SHEETS 3 & 3.1, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 4ftu VI Ln rn Z M 0000 Oz co �- W � N 0. O p O O WW> N LL vaWm 0 O°��� (j) (j) c� d W:5 LL. L^0 LL zLLJ _ M J0(DQj Q W 0) F' - .0 U) Ln F- m m W m Li Li Li- 0 io o o 0 4-1 O o o � o > Of F�oomo o CL 0 0- z o :D x 0 0 Ln Ln 00 o ti N o T- 0 0 0 o o Lj Li 0 _ �®ppp9080pp'Oe® � ®® �D Q�4,f ®®®®LOcp ® °° ���� °O cy 0 i N cV ® ° o a © s7® 2 p O ^` ^i% o e ° � aJ o k o {{�NV c=m o U i 11v't ,-0 ° °° T EOF ° �4 � drawing no. ° ° °° M95 -13A sheet 1 of 5 1 X 2 X 1/8" MULLION 130 120- 110 - loo -- 38-3/8" 2011010038-3/ " MULL SPAN 90 I 0 0 80 J w 70 0 60- 50-- 50-5/8 05050-5/8 56" 40- 3 30 130 1 X 3 X 1/8" MULL - I 120 38— /8" 110 100 CL 90 i 50-5/8" MULL SP 0 0 80 J z 56" C� F) 70 0 63" 60 50 74-1/4" 40 \84 30- 130 120 110 100 90 i 0 0 80 J 0 w 70 0 60 50 40 30 1 X 4 X 1/8" MULLION 56" 50-5/8" MULL SPAN 63" 74-1 / " 84" 96' 108" 25 35 45 55 65 75 85 25 35 45 55 65 75 85 25 35 45 55 65 75 TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES 2 X 4 X 1/8" MULLION 2 X 6 X 1/8" MULLION 130 120 110 100 CL 90 I 0 80 J Z c� V) 70 60 50 40 30 50-5/8- 56 " 0-5/8" 56" 130 120 110 100 90 I 0 80 J Z 0 V) 70 60 50 40 30 74-1/4 to 96" MULLMON S 25 35 45 55 65 75 85 25 35 45 55 65 75 85 TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES 0 J PRODUCT MULLION 04 GLAZING GLAZING PRODUCT PRODUCT Lo 0 • U W1 W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION GLAZING 0 J v cn 85 MULLION SPAN 0 = L� rn cv o O •� U-) •C zw n 0_ M O� v T -- 0Q U w �� ui TYPICAL MULLION ARRANGEMENTS WIDTH (W) — Wl + w2 2 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) a� ..o X `u .-o a� CL CL U cn a� w w w w m LL - V U) 0 U) o oF-F-F-FN —WWWWo C0 0 0 0 Z Z Z Z o �<<<< 7- U) U) U U U U 0 N O O O O IL Z Z Z Z D L0U-)M W O r r r r O N N 0 N M N O - O O O �co:lo lui lu- Iola:) PRODUCT 3: 04 Lo 0 • U co I NLo � o GLAZING GLAZINGto V! � o PRODUCT PRODUCT ~0 O wC) w Q E v cn 85 MULLION SPAN 0 = L� rn cv o O •� U-) •C zw n 0_ M O� v T -- 0Q U w �� ui TYPICAL MULLION ARRANGEMENTS WIDTH (W) — Wl + w2 2 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) a� ..o X `u .-o a� CL CL U cn a� w w w w m LL - V U) 0 U) o oF-F-F-FN —WWWWo C0 0 0 0 Z Z Z Z o �<<<< 7- U) U) U U U U 0 N O O O O IL Z Z Z Z D L0U-)M W O r r r r O N N 0 N M N O - O O O �co:lo lui lu- Iola:) 130 120 110 100 ao 90 1 Q 80 0 u 70 U) 0 60 50 40 30 130 120 110 100 LL- °- 9 0 I Q 80 0 z 70 60 50 40 30 25 25 \38--3/8 50-5/ " 5" ,6 " a E 2 ANCHORS TYPE `A' _ 35 45 55 65 75 TRIBUTARY WIDTH — INCHES 2 ANCHORS TYPE 'BF' 85 2 ANCHORS TYPE `B' 130 120 110- 100 0800 90- 80- 0 0 70 w 0 60- 50 40- 38-3/8" 0 38 3/8" MULLION PAN ol VERTICAL WOOD BUCKS INTO CONCRETE ANCHORS `B' MULLION 50-5/ AN ANCHORS `BH' 56' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS 63 04 GLAZING 74- 84 4 96 10 " 1 " GLAZING GLAZING 1 PRODUCT PRODUCT 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 2 ANCHORS TYPE `BH' 130- 120- 110 30120110 100 b- 90- < 0Q 80 38-3/8" MULLION PAN o 70 w 0 60 50 5 " 50 \5" " 40 74 " ff , 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH — INCHES CLIP ANCHORS ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ol VERTICAL WOOD BUCKS INTO CONCRETE ANCHORS `B' MULLION ANCHOR AN ANCHORS `BH' 0z APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1 BY 04 GLAZING GLAZING GLAZING GLAZING D PRODUCT PRODUCT IJI CLIP ANCHORS W1 W2 HORIZONTAL MULLION CLIP ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1 BY WOOD BUCKS INTO CONCRETE ANCHORS `B' 38-3/8" MU ANCHOR AN ANCHORS `BH' DETAIL #1 APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1 BY 04 GLAZING GLAZING CLIP PRODUCT PRODUCT ANCHORS MULLION SPAN Z M ®� M� W N Q( ,. 0. ®opo W N Cv 0 ,.. LL V (j) h ui cyODM o MC p a. 0 0 ri 0°���� Q: z o Q W � W L= z M Mj a (0 Q _cc W 0) G H 2 ANCHORS TYPE `C' TYPICAL MULLION ARRANGEMENTS 130 -o 120- 110- \ 100 o- 9 0 I Q 8 0 0 70 60 50 40 30 Q I U) rn 0 J N rn LO (0 U I to w �,1 0 to LLQ v C) w Q =N 0 vi w 30 .� I WIDTH(W)= w1 + w2 a . 2 a Lo U 0 = 0 .� 0< w ANCHORS `A' U '- \38-3/8" MULLION SPAN Z U W U = m � m `� o r - C _ N W N ffUj 0 50-5 - 0 F- F - w of O W O LCL < W j W w ��=opo rJ o 01 Z z a w CL ff QZ)W� 3' (� M 0 0 M � N o 74 1 .� o 41 N N o N !n t� N tet' I� •� o r- o 0 0 ff 8 �oow��= f ®®®0`p0�000p�Q0®0 = ff a ®® (gipGOO..A�4f j L ff ®® �^ 0°°�4o a o°oo lop 04 35 45 55 65 75 85 25 35 45 55 65 75 85 o ° P PRODUCT VIS TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES complying with o ®� Building Code o s NOTE: c mof e ANCHOR LOAD CHARTS ®, ,� a u �� °° 4® ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER Old ° �i2 � drawing no. LOCATIONS AT HEAD, SILL OR JAMB ENDS.By ®�°°o° ��® ��� ° ° ° ° ®® M95 -13A FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5e 2 ANCHORS AT MULLION ENDS ®®®foo o �1 ® T ®o®O�Ga�®®°(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) t o p o o u a p p®(sheet 3 of 5 APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1 BY WOOD BUCKS INTO CONCRETE ANCHORS `B' 38-3/8" MU LION S AN ANCHORS `BH' \50-5/8" APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1 BY 156 ANCHORS `BF' APPLICABLE TO 63" 74- 4" 84 96 10 " f, 1 " OR THRU 1 BY WOOD BUCKS INTO BLOCKS ANCHORS `C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES Q I U) rn 0 J N rn LO (0 U I to w �,1 0 to LLQ v C) w Q =N 0 vi w 30 .� I WIDTH(W)= w1 + w2 a . 2 a Lo U 0 = 0 .� 0< w ANCHORS `A' U '- \38-3/8" MULLION SPAN Z U W U = m � m `� o r - C _ N W N ffUj 0 50-5 - 0 F- F - w of O W O LCL < W j W w ��=opo rJ o 01 Z z a w CL ff QZ)W� 3' (� M 0 0 M � N o 74 1 .� o 41 N N o N !n t� N tet' I� •� o r- o 0 0 ff 8 �oow��= f ®®®0`p0�000p�Q0®0 = ff a ®® (gipGOO..A�4f j L ff ®® �^ 0°°�4o a o°oo lop 04 35 45 55 65 75 85 25 35 45 55 65 75 85 o ° P PRODUCT VIS TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES complying with o ®� Building Code o s NOTE: c mof e ANCHOR LOAD CHARTS ®, ,� a u �� °° 4® ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER Old ° �i2 � drawing no. LOCATIONS AT HEAD, SILL OR JAMB ENDS.By ®�°°o° ��® ��� ° ° ° ° ®® M95 -13A FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5e 2 ANCHORS AT MULLION ENDS ®®®foo o �1 ® T ®o®O�Ga�®®°(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) t o p o o u a p p®(sheet 3 of 5 APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1 BY WOOD BUCKS INTO CONCRETE ANCHORS `B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS `BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1 BY WOOD BUCKS INTO BLOCKS ANCHORS `BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1 BY WOOD BUCKS INTO BLOCKS ANCHORS `C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES 130,- 120- 110 30;120110 100 90 I 0 0 80 w w 70 0 60 50- 40 30 4 ANCHORS TYPE tA' 100 C 90 I Q 0 80 z V) 70 0 60 on 40 30 4- 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'BF' 38-3/ 50-0/8" 63" \74-1 " 96 10 84 ' 1 " 1 LL S o"s 120- 110- 100. °- 90 I 0 0 80 70 0 60 50 4 ANCHORS TYPE `B' 40 30 25 130 120 110 100 °- 90 I Q o 80 z v� 70 w 0 60 50 40 30 35 45 55 65 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE `C' 4 ANCHORS TYPE `BH' 1/8„ 130 120 38-0/8" 110 100 Lo °- 90 I 0 0 80 0 w 70 0 60 50 40 30 75 85 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 50-5/8 8" 6" \74-1/4\ 84' 108 120 13 M ION AN 35 45 55 65 75 85 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 85 CLIP 50-5/3" 38- /8" OR THRU 1 BY \63 74- 4"" APPLICABLE TO DETAIL #1 \E8, MULL N AN MULLION ANCHORS DIRECTLY TO HOLLOW BLOCKS GLAZING \969'\ 10 " 12 it 1 " CLIP PRODUCT PRODUCT ANCHORS oz WOOD BUCKS INTO BLOCKS ANCHORS `C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES GLAZING GLAZING Z) U) PRODUCT PRODUCT 100 C 90 I Q 0 80 z V) 70 0 60 on 40 30 4- 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'BF' 38-3/ 50-0/8" 63" \74-1 " 96 10 84 ' 1 " 1 LL S o"s 120- 110- 100. °- 90 I 0 0 80 70 0 60 50 4 ANCHORS TYPE `B' 40 30 25 130 120 110 100 °- 90 I Q o 80 z v� 70 w 0 60 50 40 30 35 45 55 65 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE `C' 4 ANCHORS TYPE `BH' 1/8„ 130 120 38-0/8" 110 100 Lo °- 90 I 0 0 80 0 w 70 0 60 50 40 30 75 85 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES 50-5/8 8" 6" \74-1/4\ 84' 108 120 13 M ION AN 35 45 55 65 75 85 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 85 CLIP ANCHORS '\-ANCHOR OR THRU 1 BY WOOD BUCKS INTO CONCRETE VERTICAL APPLICABLE TO DETAIL #1 ANCHORS `BH' MULLION ANCHORS DIRECTLY TO HOLLOW BLOCKS GLAZING GLAZING CLIP PRODUCT PRODUCT ANCHORS oz WOOD BUCKS INTO BLOCKS ANCHORS `C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES GLAZING GLAZING Z) U) PRODUCT PRODUCT CLIP ANCHORS W1 W2 HORIZONTAL MULLION CLIP ANCHORS ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE /%�'�GLAZING PRODUCT APPLICABLE TO '\-ANCHOR OR THRU 1 BY WOOD BUCKS INTO CONCRETE ANCHORS `B' APPLICABLE TO DETAIL #1 ANCHORS `BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS GLAZING GLAZING CLIP PRODUCT PRODUCT ANCHORS MULLION SPAN WOOD BUCKS INTO BLOCKS TYPICAL MULLION ARRANGEMENTS WIDTH (W) — wi + w2 2 ANCHORS `A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1 BY WOOD BUCKS INTO CONCRETE ANCHORS `B' APPLICABLE TO ANCHORS INTO CONCRETE ANCHORS `BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1 BY WOOD BUCKS INTO BLOCKS ANCHORS `BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS `C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES z co 00 CamomZ M� w N Q 2 a � a: 0 O p �? O w N M ��w o� LL O vt(j)N C� o La It o Oaoavq O OC Z ® N w L V. ZN— M ,i0WZM uiQ Q w 0) M u rn O M � N I � c L0 � V � .5 C r L0 � " n �_ ~ O to p w x .E c Q) ..o � rn NLo o CLe-, o _ O o�v .M 00 Q w cn U F- 1 BY OR 2BY WOOD BULK MULLION 4- 4 2 X 2 X 1/8of ALUM ANGLE 2-5/8" LONG 4 CD o Z 1.500 MAX. 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MULLION - 2 X 2 X 1/8 ALUM ANGLE 14 S.M.S. - -------------j 2/ ANGLE 2" MIN. s I i NOTCH ANGLES TO ---MISS MARBLE SILL 0 0 x OR TRIM < illy 4' A 4,6 -4 .................... ............. . .............. 4 PRECAST CONC.4 . 4 SILL 1/4" DIA. ULTRACON 1/ ANGLE 14 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE MULLION MULLION 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG ---i------- I T------- OZ 1.500 MAX. A .1 /4 0 ULTRACON 2/ ANGLE 4 .4 ,4 1 B OR 2BY WOOD. BUCK 4 4/4" 0 ULTRACON 1 ANGLE 7 2 X 2 X 1/8" ......................... ALUM ANGLE Z 14 S.M.S. 2/ ANGLE 04 0 z 4 L MULLION 1 BY OR 2BY WOOD BULK MULLION 4- 4 2 X 2 X 1/8of ALUM ANGLE 2-5/8" LONG 4 CD o Z 1.500 MAX. 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL MULLION - 2 X 2 X 1/8 ALUM ANGLE 14 S.M.S. - -------------j 2/ ANGLE 2" MIN. s I i NOTCH ANGLES TO ---MISS MARBLE SILL 0 0 x OR TRIM < illy 4' A 4,6 -4 .................... ............. . .............. 4 PRECAST CONC.4 . 4 SILL 1/4" DIA. ULTRACON 1/ ANGLE 14 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE MULLION MULLION 2 X 2 X 1/8" ALUM ANGLE 2-5/8" LONG ---i------- I T------- OZ 1.500 MAX. A .1 /4 0 ULTRACON 2/ ANGLE 4 .4 ,4 1 B OR 2BY WOOD. BUCK 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL N U) NOTCH- WOOD BUCK TO ACCOMODATE CLIP ANGLE TO MASONRY OD z M 0 M c1q 2 X 2 X 1/8to ------------- F••WZ (D ALUM ANGLE cq LO 14 S.M.S. J 0 0 0 N3/ ANGLEW CL U, m a LL. 1/4" 0 ULTRACON 0 v N ti0 -2/ ANGLE 0 Z Q uj 0 0 > m m 0 0 a. b< vq 4 0 (D C44 z ED u. j - V) 14 U. 0 z MULLION mj 0 M a 0 CONCRETE OR W m nNASONRY BLOCKS to 2 X 2 X 1/8 MULLION --i 3 SCREWS PER SIDE REQUIRED FOR 49' & 6" TUBE MULLIONS ALO 0 0 0 a m 0 00 a 0 0 0 EN --.0 Cr 00p 0 0 N N QO 0 o 5912 .D o 2% L? -j 23 eol 0 ft4k. o 0 E OF drawing no. o 40;� 0 0 0 R1 0 ... 0 M95-13AJ sheet f 5ee4 o �o/aaoppeoe®o 1 _I J, 4 7 4 Z 4 04 0 z 4 4 a a. 4 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1"X2" TUBE MULL N U) NOTCH- WOOD BUCK TO ACCOMODATE CLIP ANGLE TO MASONRY OD z M 0 M c1q 2 X 2 X 1/8to ------------- F••WZ (D ALUM ANGLE cq LO 14 S.M.S. J 0 0 0 N3/ ANGLEW CL U, m a LL. 1/4" 0 ULTRACON 0 v N ti0 -2/ ANGLE 0 Z Q uj 0 0 > m m 0 0 a. b< vq 4 0 (D C44 z ED u. j - V) 14 U. 0 z MULLION mj 0 M a 0 CONCRETE OR W m nNASONRY BLOCKS to 2 X 2 X 1/8 MULLION --i 3 SCREWS PER SIDE REQUIRED FOR 49' & 6" TUBE MULLIONS ALO 0 0 0 a m 0 00 a 0 0 0 EN --.0 Cr 00p 0 0 N N QO 0 o 5912 .D o 2% L? -j 23 eol 0 ft4k. o 0 E OF drawing no. o 40;� 0 0 0 R1 0 ... 0 M95-13AJ sheet f 5ee4 o �o/aaoppeoe®o 1 _I J, ' � MULLION - --------------- NOTCH CLIPS TO .---MISS MARBLE SILL OR TRIM I yl. PRECAST CONC. ~ w uonAoow . SEE SHEET 1 FOR APPLICABLE MULLION CUP TO 1 B DR 2BYTUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS A�4f LO CD 00 EN o o 0592 TATE OF oo drawing no. 0 RID 0 a a 0 0 0 M95 -13A ONAL / § I I I I I I Fsheet4.lof 5j] WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE `A'— 1Z4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE `B'— 1Z4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-1/2" MIN. EMBED INTO CONCRETE TYPE `BH'— 114" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS THRU 1 BY BUCKS INTO BLOCKS 1-1 /4" MIN. EMBED INTO BLOCKS TYPE `BF'— 1Z4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN. EMBED INTO BLOCKS THRU 1 BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE `C'— #14 SMS OR SELF—DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. 2 OR 4 ANCHORS TYPE `C' SEE SHEETS 3 & 3.1 FOR CAPACITY THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION d7, I - 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION METAL STRUCTURE OR TUBE MULLION #14 X 3/4 FH S M S 1 PER CLIP AT 1X2 & 1X3 MULLION 2 PER CLIP AT LARGER MULLIONS MULLION 1 BY OR 2BY TUBES ANCHORS DETAIL 3-yu1 METAL TO METAL CONNECTION I U) Z M ®Z o� ® M N W Q� �N (L to fY 0 0 0WN M CL W u. O: 0m voWvq °�M o ®aaQ° 00 a �ycD Y. XZ® N Q W:5u. us zLf) Jj W a) N I rn c L0 O V co .� c L0 � w L o .� p w x .E Q V) c O a� —p I� rn c(o w 30 I L0 L0 o w cn U �'- 0 .co F- Z U W m �LL- 0 U � � � N O 0 CLo L w w U CL a o 70 CL 0 00 0 N A T t ` T 0 0 Lc 44ppp9�8oOp'D�® c NA ®® "Ito e� .°°o°° d ®® I II 0 0 0 Or 101, ® 00, I N 0 o O \ Q v 70592 v U i -c 00 O®® ®��j ®°�O e_p drawing no. o ®o° ° M95 -13A ®®®o AL ®®® ��OO�GBap� (sheet 5 0f rj