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HomeMy WebLinkAboutNOA 17-0918.06 PROJECT OUTMIAT"!-DADE MIAMI-DADE CotrNTv PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 &OARD .AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 ' (OT'ICE OF ACCEPTANCE (NOA) www.miarridade.eov/economy CGI Windows and Doors, Inc. 1(11-00 NW 25b Street Miami, FL 33172 SCOPE: i'his NCA is being issued a rider the applicable roles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Mami-wade County RER - Product Control_ Section to be used in Miami -Dade County and ether areas where allowed by the Authority Having Jurisdiction (AIIJ). Tnis N'• A small not be valid after the expiration date stated Belo :. The Mian -Dade County Prod-ct Control Section (In Smiiami-Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve ti.e right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted maser, the manufacturer will incur the expense of such test g and the A J may immediately revoke, modify, or suspend the use of such product or material: within t heir jurisdic1on. RER reserves the right to revoke "his acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of `one applicable building code. finis product is approved as described herein, and has been designed to comply with the Florida Buridma Code, including thC High Velocity Hurricane Zone. DESCRIPTION: Series "238" Aluminum Proiect Out Window - 1214.1. APPROVAL DOCUMENT: Drawing No_ W99-04, titled "Series 238 Alum. Project Out Window", sbeets 1, 1.1, 2, 3; 4, 5, 5.1, 6 and 7 of 7, dated 01/21/99, with revision ri dated 01/05/18, prepared by Al-Farooq Co porataa, signed and sealed by Javad A.irmad, P.E., bearing flhe Miami -Dade County Product Control Rev-1sion sm..p with the Notice of Acceptance number aid expiration date by the Miam—Dade ,^-ounty Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant r _ r._,.g�r'3.'-NG: teach .unit shall bear a pemznest lzbci tivrth i;re manufacttser`s ra.TMe or logo; city, state. mndei/serie,, ,u fcilc,vu-1g qTateme;u: "Rf:ami-Dade Count Product Control Approved", unless odlerwise rioted herein. RENEWAL of this NOA shall be considered aYer a renewal application has been filed and there has been no change m the applicable huildmg code negatively affecting the performance of this product. TTFd2 qI iAT ION of this NOA will occur after the expiration date or if there has :been a revision or change n the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement OF any pmduc`; for saics, adver isMg or any other purposes s: all automatically ter terminate this NCtA. Faila. to comply NNizh any section of this NOA sba" be cause for termination and removal of NO _ DVERTIS NT .NT: she ?dC1 ru bet preceded by the words tiiia - i-Dade County Florida, and fo1_owed by the exp; a ion dare may bed iayed in advertising Hterattlre. If any portion of the NOA is Uri,Sp:ayed, then it shall be done ;its env e , D JnF' ON:. 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 iob siteat the request or'the Building Official. -his NOA revises and renews NOA No. 1-5-051s 21 a onsiss of th s page I and evidence pages E-1, E-2, E-s and E-4, as well as approval document mentioned above. The submitted documentation was reviewed By Manuel Perez, P.E. N JA N o. I7 09I8 n fi Espsatian Date: Octaber 3i, 2D23 Apprc-rslDate: Jaauary IS, 2033 Page I COI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED EVIDENCE oUBNIITTED UNDER I'REVI"U0 NOA's DIiAWiNOS I. Manufacturers die drawings and sections. (Suhmitted under NOA's No. 96-0717.04 and 99-0329_02) 2. Drawing No, 1VV99-04, titled "Series-238 Alum. Project Out 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, sin ed and scaled by 3avad Ahmad, P.E. TESTS and :. Tc-ST report._. on: 1) Uniior i Static Air Lres32:re Test, Loac i g per FBC.. TAS 202-9= 2) Large Missile impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along w n marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseai® and Super Spacer® nsu at ng glass spacer, prepared by Certified Test Laborataries. Test ReportNo. CTLA-3056 WA, dated 03/03/i 5. signed and scaled by Ra,_esh C. Patel P . ?. Test reports on: 1) Uniform Static Air Pressure Test, Load�rig per FBC TAS 202-94 2) Large i;ssile 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, irrraseai® and Super Spacer, insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WD, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. _est reports on: 11 Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile impact . est pe. 'Br'AS 201-94 3) C -clic yt:'ind Pressure Loading peT FBC, TAS 203-94 long with inar'ked-up drawings and installation diagram ot a series 238 aia�mmum "xed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer insuring glass spacer prepared by Certified Test Laboratories, Test Report No. CTI._A,-3056 WC, dated C4/ 16;/15, signed and sealed b �� Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Ur foi21 Static Air Pressu e Test Loading per FBC TAS 202-94 31 Water Resistance Test, per FBC, TAS 202-94 4> Forced Extra Test, per FBC 2411.3 '. 1, T 4VS 02-4^ marked -up dravmi gs and installation ddiagrMm of al minlum casein m. project -our and rXed ti vdOa's, prepared by Flu Wean Tes= Laoo a:ony, Incl. Test Reports No. HTL-0080-030_' and I.-0080 005a"3%, dated 08/08/08. ail signed sealed 'cy'v'jtul. Abraham.; P.E. ,:SuStn. tted under N/?A No. �.�s-1PIfi.03) e;- Malice: re z,. r Product Control Fer NOA No, 17-6_ .65 Ex?iratien Date: October 3-1, 2023 A}'PproY-3t J`3t&: J8P_L'as'"Y 1a,.201g CGI Windows and Doors, Inc. NOTICE OF ACCEP T ANCE: EVIDENCE SUBTYn"ED TESTS (CONTINUED) 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. HETI-08-2143, HETI-08-2344, HETI-07-4298 and HETI-074287, dated 06/27/08 and 07/17/08, all signed and seated by Candido F. Font, P.E. (Submitted under NOS No. 03-1010.03) 6. Test reports on 1) Air Infiltration Test, ner SFBC, PA 202-94 2)' nifvnn Static Air Pressure Test, Loading per FBC TAS 202-94 3) CVater Resistance Test, per FBC, TAS 202-94 4) Forced Entry T est, per FBC 2411.3 2_1, TAS 202-94 along withmarked-up drawings and installation diagram of aluminum casement - project -out and fixed windows, prepared by Fenestration Tes ng Laboratory, Inc., Test Reports No. FTL-1055 and FTL -1019, dated 10/18;/94, signed and sealed by V, l E • ami (Submitted under 1VOA. No. 96-0717.04) 7. Test reports on: 1) Large NHssiie Impact T est per FBC, TAS 201-94, 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-9080-33+?3-96 and HTL-0080-1107-98, dated 09/08/96 and 12/23/98 respectively, all signed and sealed by Timothv S. Marshall, P.E. (Submitted Pleader rT0,A: 3 iVc-. 9b-0717.04 rrrd 99-0329.Q7) C. Cr">>I.CULATION'S Anchor verMcat on aaicuIations anal suuctur?? analysis, comp yiyt g VY i I Edition (2014), dated 09/03/ 14, prepared by Al-Faraoq Corporationsigned and sealed by Javad Ahmad, F.E. (SuhMittedunder NO No. 14-0913.08-) 2. Glazing complies with ASI'M E1300G 0 0 'JAM TYASSaFRkNCE �. 1'v'riami made �epar�-rent of Reg itatery and Economic. Reso-srces (P,� �c). Manxt- er L Prodact oatroi E -min r NOA No, 17- .06 E%Diratiou. Date: Octo'oer3 , 2.023 Approva?Date: jannanT18,20s.-8 E-2 CGI Windows and Doors, Inc. NOTICE'OF ACCEP I NCE: EVIDENCE SUBMIITTED E MATERIALCERTIFICAiIailo 1. Notice of Acceptance No. 14-0916.1i issued to Kuraray America, Ina for the "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2_ Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (_A) for their "Satlex CP - Saflex and Saflex UP 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 wets "Butacitek PVB Glass Lrterlayer" dated 04/25/15, ex icing on 12/1 i/16. Notice of Acceptance No. 14-0421.17 issued to Eastman C emi�l Co rpanv `?1 ) icr their "Saflex Clear and Coior Glass-Interlayers" dated 06/19/14, expiring on OS/2i/i6. l✓'. STATE; IiEN': S 1. Statement letter of confo�nce, complying with I+'I3C 5'° Edition (2014), and of no financial interest, dated 09/03/14, issued by Al-FarocK Coloration, signed and sealed by lavad A_2rnad, P.E. (Submitted 11nderMIA Xo. s `-V97j.OR) 24 Laboratory compliance letters for Test Reports No. CTLA-305f WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/io'/15, issued by Certified Test Laboratories, inc., dated 08/08/08, ail signed and sealed by Ramesh C. Patel, P.E. 30 laboratory compliance letters for Test Reports No. 1 TL-0080-0301-07 and 1TTL-0080-0905-07, issued by I urncane Test Laboratory, Inc., dated 08,/08/08, _1 signed and sealed by Vitro i. Abraham, P (Sub naffed tinder NOA No. ✓8-1019.83) 4.I est Proposal for the cl aificaton of Ba?ueiteOO _PVC g a s i teriayer by r u av America. Inc., as well as Dura-SeuZ® and Super SracerO Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, sianed by 3aime ascon P.E.; Sups visor, product Cori of section. G_ ei'I'DS 1_ Notice of Acceptance No. 1^--0915.+vS, issued to CGI 4�%ir_dows &Doors fcr their Series 238" Allu �nu:nn Protect-Ou Window - T M,1. approved on 0210511and ex ;,11a Manuel Per , J r^�3nct ionlrai Ex:=,,.3�er NOA No, J7-0018.06 Expiration . Dale: October 31,. <v23 Approval bate: ,January 18,208 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMFTTED A. DRAWINGS r. Drawing. No, W99-01, 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 A'=ad, P.E. B. TESTS L None. C. C.ALCIT�ATIONS 1. Anchor verification calculations and strucniral analysis, complying Wnh FB%C 61� Edition {2017), dated January 8, 2018, prepared by Al-Farooq Corporator, signed and sealed by Javad Alunad, P.E. ze Glazing complies with ASTM E1300-09/12ae D. �Up.I.TT'V ASS1JI2r�NCE 1. Iw ami-Dade Department of Relator, and Bcononue Resources (REER). E. 14I<ATERIAL CERUFTCATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kurarav America, Inc. for their "SentryGlas© (Clear and White) Glass IntcHayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (ViA) nor t^cir "Satlex CP — Sailer and Sa' h CVositc Glass Interlay ers with I'E) Core" dated 09/07/17, expiring on 12/11/18. 3. Notice of Acceptance No. 16-1117.01 issued to Kurarav America,_ inc, fo: their rosi_fo1 v iracleur, Clear and Coeur I VB T.terlayers" dated v /_9 .71 expirn.0 or, 0"'/08/19. a. Notice of Acceptance NO. 17-0712.05 issued to Eastman Chemical Company (IMA) fcr their `'Sallex Clear and Color Class Interlayers" dated 09/07/17, exp ring or. 05/21/21. E. STATE;iLIEN"TS ?. Statement leer of eonfo,:nance, of complying wi:1. EBC Sts E.�atio • {201=1), with FBC Edition (2017) and of no f pane.. Mores dated P_u�ust 30; 2017, sued by Ai- Farooq Corporation, signed and sealed by Javad Alunad, P.E_ MEMMUM �. Nonce ofrcczptancc iVu. i5-OSI2.=�; ss�aed to i ��i �v r;dows and ;;Dons, nc. for their Series "238" Aluminum Protect _t Out vvinda�v �,.:.eiis. approved on 09!17%15 and expiring on 10/31/18. �v! J i r�oduct Contro! Ex u iner NOA No. 17-0418.06 Expiration Date: Oete-ber 3",.2023 A.p_rrovai Date: January 18, 2018 E—G EX'I'ERI OR NGTES: FLANGE FRAME FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. THIS PRODUCT HAS BEEN DESIGNED AND -TESTED TO COMPLY WfTH THE REQUIREMENTS OF THE 2017 (6TH ED(IION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE 7BY 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 W'W-2" O.L. OPG. WW-7" v P. III it A 1 ��z <0 �Z HEAC/SILL CORNERS ! '., o r II 1 c 4 -_- n � jam' 0�3 —r- /Ir____!ii_ _µ____IT / II II II I MAXIM MULTI POINT LOCK BY 'TRUTH' ALL TC CAM LOCKS MAX. Wow. WIDTH LACK FOINS 42" 2 I 63" 3 B4" I 4 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG, HEIGHT, WIND ZONE USING 'APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. STEP 3 USING (CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. S'{E7 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY, STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL .APPLY TO ENTIRE SYSTEM. 14 t/2" FOR CAPACITY LSURFACE APPLIED FALSE MUNTINS OPTIONAL TYPICAL ELEVATION (FLANGE FRAME) FOR MULLION�MULTIPLE UNITS, REFER TO SEPARATE CGI MULLION N.O.A. THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED, PRODUCT REVISED 0.79692 as complying with the Florida Building Code NDA-No. 17-0918.06 - `� °° x Extp.iration Date 1 31/2023 ®�° B FaV I OF °��: (,Cesern , 0 U � 0 J Q W x d C � OFNc w i o I26 - �N Icy w � 16!z oiiz to=` c, y� . o _ bz c 0 n _ o y ooy L o c - drawing no. VJ99-04 of GENERAL WINDOW SECTIONS EQUAL LEG FRAME FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. EXTERIOR CAM LOCKS 2 LOCK POINTS ALL SIZES 6" MAX TYP.. it i c /\ i II II I I MAXIM MULTI POINT LOCK BY 'TRUTH' ALi. TO CAM LOCKS !MAX. WOW. LOCK WIDTH !POINTS 42" 2 63" 3 g6" ¢ SEE SHEEP 6 ` FOR CAPACITY TYPICAL ELEVATION (EOL'AL LEG FRAME) ��N 0 8 ZOiB � PRESDUGT REVISED as complying with the Florida Building Code NOA-No. 17-0918m06 Expiration Date 10/3112023 SURFACE APPLIE➢ FALSE OPTIONAL MUNTINS W Xill �I 0>m 1� ¢IQ oO-m o yna°� �. 72 0 ry joto< Q W M o �! 0 0 ~ O w X s O H N U) 0Nm ro O � � m N I yC Z� n U > O - W W O Q u SEE SHEEP 6 ` FOR CAPACITY TYPICAL ELEVATION (EOL'AL LEG FRAME) ��N 0 8 ZOiB � PRESDUGT REVISED as complying with the Florida Building Code NOA-No. 17-0918m06 Expiration Date 10/3112023 SURFACE APPLIE➢ FALSE OPTIONAL MUNTINS W Xill �I 0>m 1� ¢IQ oO-m o yna°� �. 72 0 ry joto< Q W M o �! 0 0 ~ O w X s O H N U) 0Nm ro O � � m N I yC Z� n U > O - W W O Q u u w w m U � UI� del N OIC Oil � In I c n � oaM I � C �7 70592m o •,• 49 FOR '•�9< drawing no. ALi X\ sheeti.lof 7 ALL niAME AND VENT CORNERS TO BE SEALEu WTfii GE SILPRUF OR EQUIV. FRAME COF 11 CORNER KEY .060 THICK ST. STEEL 754 I .383..�(' 0 .D45- ' .617 CGI-375: OGEE GLAZING STOP CORNER KEY .062 THICK ALUMINUM 753 IL44 bi.617 o- CGI-396: SQUARE GLAZING STOP 10 FLANGE FRAME EQUAL LEG FRAME I5 ITEM Pt ZT � QUAYTITY DEBCRIYTIGN MATERT9L E�.ANF./SUPPLL,R/SEMGR%S t CGI-373 4 FLANGE FRAME 6063-T6 INDALEX OR EQUIV. 1A CGI-397 4 EQUAL LEG FRAME 6063-TS IINDALEX OR EQUN. 2 CGI-378 4 VENT (5/16" LAM. GLASS) 6063-TS INDALEX OR EQUIV. 2B CGI-381 4 VENT (INSULT LAM. GLASS) 6063-T6 INDALEX OR EQUIV, ZC CGI-385 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 3 CGI-375 4 OGEE GLAZING BEAD 5063-T5 INDALEX OR EQUIV.3A CGI-396 4 SQUARE GLAZING BEAD 6063-15 !NDALEX OR EQUIV. 4 - 4 1 .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 e 35-10-00-1041 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 3/3" SMS 9A 1 2/ VENT MULTI POINT LOCK - - 10 - 2/ VENT A10 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #tO X 3/8' SS SMS 11 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - ,#10 X 1-1/4" SS SMS 12. - 2/ LTIE SETTING BLOCKS EPDM DUROMETER 80.L5 SHORE A Li VEN? (5/16" TAM. GLASS) VENT (INSULT. LA61. GLASS) VENT (7/16" LAM. GLASS) PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.06 Expira tion Date 10/31/2023 By -�1 1.Doo p- 125 CLIP CHANNEL SHEAR LAN - Ali r _ Ali ago a �� � �n aloo rn j1:7CQCC®[f �_ �: vcEi�sF•°. � ®.7 521 9� �7- �•. TAYE OF :°�4q® drawl / �3/16" ANN. GLASS r3/to" HEAT Si'REN'D GLASS t B" ANN. GLA55 .075" Scflex CP With PET Core \ By 'Eastman Chemical Co.' .075" Scflex CP With PET Core .09G" Scflex Cteer And Color Glass .09D" Safiex Clear And Color Glass � BY 'Eastman Chemical Co.' By 'Eastman Chemiae; Ca' INTERLAYERS � �` Eestmcn Chemical Ca' .090" Safiex Clear And Color Glass INTERLAYERS � � By 'Eastman Chemical Ce.' I .090" San Ios INTERLAYERS � \ .OSD` Trosifol PVB ' I- trYG � .090" Sent Glas By `Kurt ray America, Inc.' By 'Kurcray America, !nc.' y 6y `Kura ray America, Ina' .OSO" Trosifol PVB a- i/8" ANN. GLASS � '. By `Kura ray Amerca, Inc.' d I \' .090" Trosifcl PVB Z w� � Yr !� � _ \ � By `Kurcray America, Inc.` z m - SILICONE z � 3%76' ANN. GLASS z �m I � w GE-1200 � ''. � :'� I I 3/1 E" u:AT 5'TtEN'D G11SS N q .a ! DDW 995 _� I III I SILiCCNE H �� Ij � C li � I � i, � � \ � SILICONE � � � I DDW B99 " I I, GE-12CC �II r ny u i I I7 II DDW B99 II r; DCW 995 Il II `��I � �I 1�� DDW 995 GE-1200 � i I � I� ICI -�I : � I I i�� DEW B99 C� i t �' 1 I � � SQUARE BEAD OPTIONAL 1 f �I \_ _�:l ;. � I FF- I' -I I \ I � �� //I ALL GLASS TYPES � `"- 12 AT 1/4 POINTS ON LLTES 12 AT 1/4 POINTS ON LUTES 12 AT 1/4 POINTS CN LITES WIDER THAN 36" WIDER T!iAN 36" WIDER THAN 3S" 5/i6" NOVIINAL 7/1E" NOMINAL 7/16" NC.-A1VAL Gr�A5S TYPE `2' GI..4S5 TYPE `3' GLASS TYPE '6' I I I ,_ U I � �4 � � m � � >" "' Z n n � w �y Q � Z d S. Q � w N ` � N � � � � ,d� � G = 0 U N r (� W d i p > � p - � � � C � o Q a G Q .+ 6 o7 � � � ¢ tl 'J �, Z bi a � � O � .e Z � i "i � m � � �, �' y- o Im ,; j �, z I �,, I � �I, I �� I I ;� �� PERFORMANCE VALUES OF IMPACT RESISTANT P°INDO@9S NO SHUTTERS REQUIR�7' REFER TC SHEETS 5 ll'.Rl: 7 FOR INSTALLATCN DETAILS PERFORMANCE VALL'rS OF IMPACT RESISTANT WINDOPS � NO SHUTTERS REQUIRED REFER TO SHEETS 5 ?HRU 7 FOR INSTP.LLATION DETAILS � PERFORMANCE VALUES OF IMPACT RESISTANT iVINDOWS � NO SHJI'TFi�S REQUIRED REFER ?O SHEES 5 TriRU 7 FOR INST.PJ_LATjON DEfAJL � I � � WINDOW DIM5. G7.A 5 TYF'S '2 G7.A55 TYFE `3` GLASS TYPE '6' YYINDO@P DIMS. r_L_y55 i7PE `2' GLA55 TYPE `3' GLit59 TYPE `6' Fi'.ivDOW ➢TH;S. GL15S TYPE `2' GZ,_9S5 'l-YPE `3' GL-`.SS TYPE `6' � � I � I WIDTH HEIGHT IXf. (+) 1 NT.. (-) j E.^. (+) � i NT. (-) EXL (+) 1 NT. (-) WIDTH I HEGHT i EXL (+) i NT. (-) F_X f. (+) ! t NT. (-) c7iT. (+) i NT. (-) WIDTH HEIGHT EXT. /+) i i NT. (-) EXT. (+) j i NT. !-1 FXi. (+) 1 NT. (-) � l I _� I 24" I 24" 28" 30" 36" 42" 48" 54" 60" 6'0" 72" 78' 110.D 1 S5A t t D.0 ! 135.0 i t 0.O 1959 � 42" � 24" � 29" 30" I 3S" 42" 48" 54" 11 G.0 13B.8 � 110.0 I 195.0 I 110.0 195.0 v," u� � 2E" 110.0 195.0 110.0 795.0 110.0 195.D ! � �' x- a f i� 38-3/8" 110.G 190.6 110.0 195.0 110.0 j 195A W (�' C! W � II i! � 19-1/8" 50-5/8" 110.0 144.5 110.0 195A 110.0 195.G � O �� I 63" 1G4.2 104.2 110.G 195.0 1i0.0 195.0 I � ' C U? I 74-1/4" 63.0 63.0 110.0 195.0 110.0 120A � O � r o 26" 110A 795.0 1109 195.0 110.0 195.0 ¢ 3 N � � ! 38-3/8" 110.0 137.5 110.0 195.0 110.0 195.0 � O 3 � ( 26-1/2" 50-5/8" 104.3 104.3 110.0 I 195.0 110.G 195.D N � Z � � I 63" 77.9 77.9 ti0.0 120.D 110,'u 120A I' I � O o ',4-1 /4" 46.6 4E.S 710A 120.0 11DA 120.0 ' I� ``� `�� ._. 26" 11 C.D 145.4 � 170.0 195.0 110.0 195.0 j � �I UI � � ti r 7 10.G 195.0 11 C.0 I 195.0 1 10.0 I 135.0 i 1 C.0 � t t H_9 1 10.0 195.0 17 0.0 195.0 110.0 194.3 150.0 195.0 710.0 195.0 Yi 0.0 1i1.0 I 110.G 195.0 710.0 i95:0 i1D.0 161 a 110.0 l i95.0 110.0 195.0 92.5 92.5 110.0 i20.0 11 C.0 120.0 ti0.0 i38.8 i10.0 195.0 170.0 195.0 79.3 79.3 110.0 120.0 110.0 I 120.0 t i0.0 121.4 110.0 195.0 i10.0 195.0 69.4 i E9.4 11CA 120.0 110.0 120.0 107.9 107.9 110.0 195.0 110.0 195A 61.7 61.7 11C.0 j 120.0 110.0 120.0 95.4 95.4 110.0 795.0 110.0 120.0 �" 24" 28" 30'° j 36" 110.0 12i.4 1.10.0 I 195.0 110.0 195A 73.4 73.4 110.0 120.0 1f0.0 120.0 704.1 104.1 110.0 195.0 ti0.0 120.0 56.1 56.1 110.0 12G.G 110A � 120.0 97.1 57.1 itO.G 195.0 110.0 120.0 43.8 43.8 110.0 120.0 ti0.0 � 120.0 Su.9 80.9 11D.0 120.0 170.0 I 120.0 34.9 34.9 110.0 120.0 110.0 120.0 69.4 I 69.4 itOA i2O.0 110.D 120.0 84" i � 42" 48" 37" 138-3%8" 98.5 98.5 110.0 194.5 710.0 12Q0 `r-� 50-5/8" 74.7 74.7 710.0 120.0 i t CA 120.0 I r I 24" 110.0 194.3 110.0 195.0 1 10.0 145.0 60.7 60.7 i i 0.0 120.0 1 10.0 i 20.0 I 1 30" 28" 30" 38" 42" 48" 54" 60" 66" 7z" 78" 110.0 16E.5 710.0 � 195.0 110.0 195.0 54" 24" 28" 3D" 36" 42" 107.9 107.9 110.0 195.0 110.0 195.0 53" 60.0 60.0 170.0 120.0 110.0 Y20.0 I � i 26" i10.0 728.1 110.0 195.0 11 v.0 195.0 i�'LL o 42" 38-3/8" 86.8 - 86.8 17 0.0 i 20.0 1 i O.0 120.0 i o N � r o 50-5/8" 65.8 65.B 710.0 120.0 110.0 120.0 o w �o..� 53-1 /8" l 26` 701a 101.3 110.0 195.0 170.0 j 120.0 � o'�l. I, 38-3/8" 68.6 68.E 110.0 120.0 110.0 120.0 � � � i � � � � � � NGTE: �' - � GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 3 SEC. GUSTS � °' ` o p � � ., o ,r � � � o AND FLORIDA BUILCiNG COMMISSIGN �� o 0 0 0 0 DECL4RATGRY STATEMERIT DCA05-DEC-219 B � �, ,-;� � = 0 110.0 155.4 110.0 795.0 110,0 155.0 92.5 92.5 110.0 I'720.0 110.G 120.0 11 O.G 129.5 1 1 O.0 195.0 110.0 195.0 86.3 86.3 1 10.0 120.0 110.0 120.0 iiC.O 711.0 110.0 795.0 710.0 195.0 7i.9 I 71.9 ' 11G.0 120.0 110.0 1240 97.1 97.1 110.0 195.0 110.0 120.0 61.7 61J 110.0 �.. ;120.0 110.G I 120.0 86.3 86.3 110.0 120.0 1 1 Q_0 120_0 60" 24" 28" 30" 36" 95.4 95.4 i t 0.0 195.0 1 10.0 120.0 77.7 77.7 110.0 120.0 11 G.0 120.E 83.3 83.3 110.0 � 120.G i 10.0 120.0 60.E 60.6 110.0 120A 110.0 120.0 77.7 77.7 110.0 �120.0 110.0 120.0 a6.o - -- 46.o no.o -120.o vo.D izo.o E4.8 sa:6 110.0 - 'I1zo.c 110.0 1zo.o - - 1 i 0.0 120.0 - - 65" 24" 28" 30" 73.4 73.4 1 10.0 j 12C.0 7 10.0 120.0 24" 28" 110.0 161.9 110.0 i95.0 110.0 195.D 64.2 64.2 110.0 I i i20.0 110.0 120.0 110.0 138.8 110.0 195.0 itC.O 195.0 60.6 i 60.6 110.0 1120.0 110.0 120.0 36" 30" 36" 42" 48" 54" 60" \e\@@9V OOEd/''/ � �\` i �� A���,� � nu `�I\ 0 O qR�� �° WOCT`N$� I - C1 L U '< � a _„ ®. ,y0592 _ PRODUCT REvi$Eu v m as complying with the Florida - }',� � � m J « a ' c Building Code m � _ � �® 0 low-l�o. 17-0918.06 °. p � - � ®'°.° PdaTiE CF �e drawing no. Expiration Date 10l31l2023 % �� ° By psi, �0®��� ����� Mia i Dade Produc Co tr i '/t¢I l p p q \\@\\ sheet 3 of 7 110.0 129.5 110.0 195.0 110.0 195.0 72" 24" 28" 30" 56.1 � 56.1 110.0 i120.0 110.0 120.0 107.9 107.9 110.0 195.0 110.0 195.0 48.9 48.9 110.0 .' 120.0 1 10.0 120.0 92.5 92.5 110.0 120.0 I 110.0 120.0 46.0 46.0 110.0 ;120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 78" 24" 28" 30" 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 1'.0.0 120.0 - - 110.0 �120.0 - - NOTE: LOAD FOR AREA LIMITS +110.0, +1 10.0, -120.0 - i 95.0 PSP = PSF = 16.34 SQ. 10.00 SQ. 84" 24" zB" 34.9 34.9 110.0 120.0 110.0 120.0 - - 110.0 120.0 - - FT. Ff. v 1 /8" TEMP. GLASS 1/8" TEMP. GLASS L3 AIR SPACE FAIR SPACE I' 4111 �1/8" ANN_ GLASS 7-1/B" TEMP. GLASS L .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090' Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryGlas By sKLraray America, Inc.' .090' Tresifal PVB By 'Kuraray America, Inc.' 7 1/8" ANtJ. GLASS XL EDGE SPACER `' i3 XL EDGE SPACER ST. STEEL BY 'CARDINAL 1 Il,ti SILICONE ST, STEEL BY 'CARDINAL' OR Ni �. lt!I , GE-1200 OR DURASEAL BY `QUANEX' < DOT✓ 995 DURASEAL BY 'QUANEX' OR DOW See OR SUPER SPACER BY 'QUA! \ ) SUPER SPACER BY 'QUANEX' 12 AT 1/4 POINTS ALL SIZES 3/4" :NSULATED GLASS TYPE 52A' 3 /4" INSULATED GLe.SS TYPE 93A' .075" Saflex OR With PET Core By 'Eastman Chemical Co-' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090" SentryAlas - By Kuraray America, Inc.' _ .090" Trosifol PVB By 'Kuraray America, Inc.' 8" TEM'r. GLASS SILICONE DOW B99 AT 1/4 POINTS ALL SIZES PERFORMANCE VALUES OF IMPACT RESISTANT YITNDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS � PERFORMANCE VALUES OF IMPACT kESISTANT lYINNDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSALATION DETAILS � I ' PERr^ORLIANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAI WINDOW DIMS, GLASS TYPE 12A' j GLASS TITE '3A' WIlNDCW DIMS. GLASS TYPE '2A' :SS GIs TYPE `3A' WLhDOF D_'MS. GLASS TYPE '2A' GLASS TYPE `3A' WIDTH HEI0. ' IXT. (+) 1NT. (-) IX?. (+; �, INT. (-) WIDTH HEIGHT EXT. (+) 11NT. (-) EXT. (+l 1NT_ (-) WIDTH HEIGHT EXT. (+1 1NT. (-) EXT. (+) 1NT. (-7 24" 24" 28 30" 36" 42" 48" 54" 80" 66" 72" 78" 84" 110.0 195.0 110.0 I 195.0 i I 42" 24° 28" 30" 36" 42" 48" 54" 110.0 I 138.8 110.0 1 195,0 19-1/8" 26" 38-3/8" 50-5/e 63" 74-1/4" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 190.6 110.0 195.0 110.0 194.3 110.0 195.0 110.0 111.0 110.0 195.0 110.0 144.5 110.0 195.0 110.0 161.9 110.0 195.0 92.5 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 1 69.4 110.0 1200. 6-1/2" 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 1 51.7 110.0 120.0 110.0 137.5 110.0 195.0 55.4 95.4 110.0 I 120.0 48„ 24" 25" 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 120.0 404.1 1C4.1 110.0 1.20.0 77.9 7TSi 110.0 120.0 56.1 56.1 109.3 109.3 97.1 97.1 1 110.0 120.0 46.6 46..6 90.9 90.9 43.8 43.8 85A 85.4 80.9 80.9 110.0 120.0 I 37„ 26" 38-3/8" 50-5/8" 63" 110.0 145.4 110.0 195.0 34.9 34.9 68.0 58.0 69.4 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 74.7 110.0 120.0 110.0 166.5 110.0 195.0 54" 24" 28" 30" 36" 42" 107.9 107.9 I 110.0 195.0 60.0 60.0 110.0 1.17.0 110.0 155.4 110.0 195.0 92.5 92.5 110.0 120.0 42" 26" 38-3/8" 50-5/8" 11 C.0 128.1 110.0 195.0 110.0 129.5 110.0 195.0 86.3 86.3 110.0 120.0 56.8 88.8 110.0 1200. 110.0 111.0 110.0 195.0 71 a 71A 110.0 120.0 65.8 65.3 110.0 120.0 .7.1 97.1 110.0 120.0 61.7 61.7 110.0 120.0 53-1/8" 26" 38-3/8" 101.3 101.3 110.0 120A 86.3 86.3 110.0 120.0 fi0" 24" 28" 30" 36" 95.4 55.4 110.0 120.0 68.6 68.6 110.0 120.0 77.7 77.7 110.0 120.0 83.3 83.3 11 CO 120.0 - I NOTE: LOAD/AREA LIMITS 60.6 60.6 110.0 118.2 77.7 77.7 110.0 120.0 46.0 46.0 89.8 89.8 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" 110.0 161.9 710.0 195.0 64.2 64.2 110.0 120.0 110.0 138.8 1 110.0 195.0 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 52.5 110.0 120.0 46.0 46.0 89.8 89.8 80.9 BOA i 10.0 120.0 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 BEAD OPTIONAL TYPES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) c AND FI_ORIDA BUILDING COMMISSIONiii DECLARATORY STATEMENT DCA05-DEC-219 1HN 0 8 28'8 �. ° F°°. PRODUCT REV.SED a ®•70592 is complying with the Florida - [ I tuFld"T�ng Code IOA-Na. 17-0918.0$ �g xpiratioS OF n Date 10131/2023®� � ,,,� • �' 11 3 m < N weOv \"0xlo 0v�� it ffxCM °oil A eao �I O N WJOIS rI .q "��il ill a drawing no. W99-04 sheet 4of 7 SEALP.NT-� 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 INSTALL.kTION TYPE '1' WOOD BUCK TYPE '1' MATERLAL• PRESSURE TREATED TYPICAL �NSTALLATICN DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION S a N aQ� v o ° BU. K MSTALLATION BY OTHERS e1" MIN. INSTALLATION TYPE 13' WOOD BUCK TYPE `3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SDESfUSING WCOD ALUM CHANNEL (6063—T6) 2-1 /2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IhfiPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT. � u' MIN.° 2-1/2" MIN, INSTALLATION TYPE '2' < I n 2 1/6" d MIN. 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 Q o a ° BUCK INSTALLATION BY OTHERS 1" MIN. lance INSTALLATION TY'4'' BUCK TYPE 4' ' PRESSURE TREATED PE WOOD MATERIAL: TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD I ALT. ANCHOR LOCATION WITH SHEAR CLIP TYPICAL ANCHORS SEE ELEV, FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as compEying wi4h the Florida Building Code NGA-No" 17-0918.06 Expiration Date 10l13112023 L•l7 . 70592 81'•_ 4AVIE GF = •�a �I O1 oI Z � �i o i s o I � d it C N Q pNM r� W O� 1 W ari u I 0 0 0 o o n � C i 1 I ; ell F drawing no. W39-04 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 T'PICAL ANCHOP.S SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION V Q LC \d \ 1" .MIN 2-1/2" MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1` MPS- PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SiDESZUSING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION x a� vv . BUCK INSTALLATION BY OTHERS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD WODD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. NPiCP.L "NCHOR6 SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION x ° x 2 1/6" v v < ° cl f�. MIN. a 1" MIN. %¢ 2-1/2" MIN INSTALLfiT1ON TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOC SEE SHEEP 6 FOR DESCRIPTION INSTALL4TION BY OTHERS INSTRLLATION TYPE '4' I'u11LL! WOOD BUCK TYPE '4' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHED 6 FOR DESCRIPTION `.SETAE STRUCTURES MIN. 1 I '1 ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION mo ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED 70E92 as complying with the Florida Building Code NOA-No. 17-091&06 m Fxpiration Date 10l37l20234S®L` III o� Z O O 4 0 x rc o' n- v O n O p w�wiim C�i I n clz - o �l ai o y rnl drawing no. W99-04 sheet 5.l of 7 € ! I� `I I PERFORMANCE VALUES OF INSTALLATION ANCHORS 5 REFER TO SHEET 5 FOR DETAILS y- 0 ANCHORS TYPE °A' & 'C' ANCHORS TYPE 'H' WINDOW DIMS, W/O SHEAR CLIP WITH SHEAR CLIP =t OR W/O SHEAR CLIPI'm WIDTH HEIGHT AT 17" O.C. AT 10" O.C. AT 17" O.C.IAT 10" O.C. AT 17" O.C. AT 10" O.C. Z WI m jJ 24" 78E.2 195.0 99.2 158.E 1957 t95.0 O Z "• Mi C� 78' 28" 159.6 iSS.0 85.1 136.1 195.0 ?95A 1+ ` E Z vi IL 30" 148.9 195.0 79.4 j 127.0 195.0 195.0 o o 84, 24" 195.0 195.D 110.6 165.9 195.0 195.0 Q iu ey N `. S, 28" 177.8 195.0 94.8 142.2 195.0 I IT. PERFORMANCE VALUES OF INSTALLATION ANCHORS I Q I; 5 FOR DETAILS REFER TO SHEET I (? 7Q ui � I I - M j ANCHORS ^'L E 'A' & 'C` I ANCEORS TYPE 'H' p WINDOF IDLES. I W/o SHPLR CUT WITH SHEAR CLIP I IrTT OR W/0 SHEAR CLIP II- IQ- ¢ 6 wiOTH HEIGHT AT i7" C.C.I AT 10" O.C. AT 17" O.C. AT SO" ^ AT 17" C.C. AT 10" O.C. 0 W Ir 26" 195A 195.0 149.4 195.OV V 19,,.0 19,,.0 f! Z III 3B-3/8" 195.0 195.0 151.9 195.0 195A 195.0 W jI it 111 g o 2 0 19-1 /B° 50-5/8" 195.D 195.0 ?53.5 191.9 195.0 195-0 l O Ip j z O a l �" 195.0 195.0 123.3 iS5.0 755.0 195A I 0I H / 195.0 13C.8 19s.0 195.0 195.0 ���j 74-1 4" 195.0 l 26" 195.0 195.0 107.8 161.8 195.6 195.0 m1m J 38-3/8" 195.0 i95.0 109.5 146.1 195.0 195.0 O Fr O 26-1/2" 50-5/8" 195.0 195A 110.5 138.5 195.0 1950.U ' { iil C 63" 167.0 195.0 89.0 1 155.8 195.0 195.0 li 222JJJ u r, 74-1/4` 177.1 195.0 94.4 151.1 155.0 195.0 n O 4i 26" I 195.0 195.p 115.9 154.5 195.0 195.0 I III - O t-- I 38-3/8` 147.3 195.0 76.5 104.7 195.0 195.0 U O W ... 50-5/8" 148.8 186.0 79.3 99.2 195.0 195.0 � Of I O Hr 53" 179.E 195.0 63.8 111.6 181.4 195.0 K U V) ANCHORS W/O SHEAR CLIP ANCHORS WITS SHEAR CET? ICI C 260 191.5 195.0 102.1 135.1 195.0 195.0 p N N o ME 42" 38-3/6" 129.7 173.0 69.2 92.2 195H j 195.0 ME n N CN 50-5/8" 131.1 163.9 69.9 87.4 195.0 195.0 Q 3 O 26" 195-0 195.0 107.6 161.4 19,9 0 195_0 N -O 3 153-1 /8' 138-3/8' 1363 195.0 72.9 109.3 195.0 195.0 N C Z ' x Vl O 1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING I LL' I O � v i� TYPE 'A'- 1/4" DIA. KWIK-CON it BY 'HIL71 2 (Fu=163 KSI, Fy=157 KSI) �I L_1 U g I U 1 / 4" DIA, ULTRACON BY ''ELCO' (Fu=177 KSI, Fy=155 KSI) I �� PERFORMANCE REFER VALUES OF TO SHEET INSTALLATION 5 FOR DETAILS ANCHORS WINDOW ➢IMS. ANCHORS TYPE 'A' & 'C' ANCHORS TYPE 'H' W/O SHEAR CLIP WITH SHEAF. CLIP WITH OR W/O SHEAR CLTP WIDTH HEIGHT AT 17" O.C. AT 10" O.C.IAT 17O.C. " AT 10" O.C. AT 17" O.C. AT 10" O.C. 24^ 24" 280 30" 360 j 42" 48" 54" E^v' 66" 72" 78" 84" I 195E 195.0 129.0 193.5 195.0 j 195.0 195.0 ?95A 110.6 1ES.S i95.0 755.0 195.0 1 195.0 454.8 154.8 195.0 1 195.0 195.0 1 195.0 j 129.0 172.0 195.0 195.0 ". 95.0 195..0 lio.6 147,4 195.0 195.0 195.0 195A l29.0 161.3 195A 195.0 195.0 195.0 i14.7 172.0 195.0 195.0 793.6 195.0 103.2 154.8 195.0 195A 195.0 195.0 1!7.3 1642 195.0 !95A 195.0 195.0 107.5 150.5 195.0 195.0 1862 195.0 99.2 158.8 195.0 195.0 195.0 195.D 110.6 165.9 195.0 195.0 3� 1 24" 28" 30" 36" 42" 48" 54" 60" 66' 72" 75% 195.0 195.0 154.8 154.9 195.0 195.0 195.0 195.0 132.7 132,7 195.0 195.0 195.0 195.0 123.8 123.9 195.0 195.0 193.6 !95.0 1032 137.6 I 195.0 195.0 165.9 195.0 88.5 117.9 195.0 195.D 193.6 195 0 103.2 129.0 195.0 195.0 172.1 195.0 91.7 137.5 195.0 195.0 I 154.9 195.0 82.6 123.E I 195.0 195.0 176.0 195.0 93.8 131.3 195.0 195A 151.3 195.0 86.0 120.4 iS5 1 195.0 146.9 195A 79.4 t27A 195.0 195.0 1 36" 24" 28" 30" 36" 42' 48" 54" 60" 195.0 195.0 129.0 172.0 195.0 1 195.0 195.0 195.0 110.5 147.4 195.0 195.0 193.6 195.0 103.2 137.6 195.0 195.0 i61.3 1S5.0 86.0 114.T t95.0 1:!5 1383 184.4 73.7 98.3 195.0 195.0 161.3 195.0 86.0 107.5 195.0 195.0 143.4 195'0 76.4 114.7 195.0 195A 129.1 193.E 1 68.8 103.2 I 195.0 195.0 f 1 24" 1 2fi" 30" 195.0 1s5.o na.s 147.4 195.0 ?95.0 177.8 195.0 94.8 126.4 195.0 195.0 165.9 195.0 88.5 117.9 195.0 195,0 42" 3s" INTO 2BY WOOD BUCKS OR .WOOD STRUCTURES I f 138.3 154.4 73.7 98.3 195.0 195.0 II 42" 48" 54" 1-1/2" MIN. PENETRATION INTO WOOD �' slurs m r THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY III s TYPE 'B'- 1 /4" DIA. KWIK-CON 11 BY 'HILTI' (Fu=163 KSI, Fy=157 KSI) �, 1/4" DIA. ULTRACON BY 'iELCO' (Fu=177 KSI, Fy=155 KSI) i�l� DIRECTLY INTO CONCRETE 1'18.5 158.0 63.2 84.2 179.8 195.0 138.3 172.9 73.7 92.1 195.0 1 495.0 122.9 184.4 65.5 983 I 186.4 195.0 4B" 24° 28" 30" 36" 195.0 195.0 129.0 161.3 195.0 195.o l95.0 195.0 110.5 1382 195.0 195.0 193.6 195.0 103.2 129.0 195.0 195.0 161.3 195.0 56.e lots lsso 1ss.o 42" 138.3 172.9 73.7 92.1 195.0 195.0 1-3/4" MIN, EMBED INTO, CONCRETE >{ 4e" 121.0 151.3 54.5 80.6 1a3s 19s.o TYPE 'C'- #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) do INTO MIAMI-DADE COUNTY APPROVED MULLIONS-11-oQID ; olc 0R L5I INTO METAL STRUCTURES (HEAD/SILL/JAMBS) " 54" 24" 26" 30" 36" 195.0 195.0 114.7 n2.o 195.0 1ss.0 184.4 195.0 98.3 147.4 195.0 195.0 172.1 195o 91.7 137.6 195.0 195.0 143.4 195.0 76.4 114.7 195.0 195.0 �C D BEYOND fl THICKNESS ,i/iN n9 '0 ` ALUMINUM:D1/8'NTHOK. MINEN(6063 T5 MINT) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) U U Z��J �v° v®OBNE�°'• ® o ! < - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) cc m c TYPICAL EDGE DISTANCE PRODUCT REVISED a�0592 as complying with the Florida s e Building Code s y7 e v INTO CONCRETE AND MASONRY = 2-1/2" MIN, NOA-No. 17-0918"O6 J °, m INTO WOOD STRUCTURE =I 1" MIN. INTO METAL STRUCTURE _ 3/4" MIN. Ex i ation Date 10/ 1/2023 m ®,y° T@TE O �� drawing no. ®IR4OI';.•°• O� _ WOOD AT HEAD, SILL OR JAMBS SG = 0,55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. Miam' c a Pro uc ont 7/j� NA,L \j\ [sheet s Df04 C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'In = 2000 PSI MIN. ®1¢CV80191 t ,.0' 24" 28" 30" 36" 1s3s tss.o lo3z se..9 195.o 1ss.o 165.9 195.0 88.5 1323 195.0 195.0 154.9 195.0 82.5 123.8 195.0 195.0 129,1 193.5 68.8 10312 195,0 195.0 66" 24" 28" 30' 195.0 195.0 117.3 164.2 ?95.0 195.0 188.6 195.0 100.5 143 195.0 195.0 176.0 195.0 93.8 131.3 195.0 195.0 72" 24" 28" 195.0 195.0 107.5 150.5 195.0 195.0 172*9 92.1(1 129.0 195.0 195.0 161.3 195.0 86.0 120.4 195.0 t95.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS wIIiDOw DIMS. 1/4" ANCHORS EYTO MASONRY 1/4" ANCHORS INTO WOOD WIDTH HEIOH-i EXT.(+)/iNT.(-) EXT.(+)/NT.(-) f f 24" I 24" 28" 3C" 36" ".2" 48" 54" 60" 55" 72" 78" j 64" 195.0 195.0 195.0 195.0 195.0 195.0 195.0 195.0 19".0 169.1 i 1�_ 148.0 195-0 131.6 177.6 718.4 161.5 ' 107.6 148.0 98.7 136.6 91.i 126.9 84.6 28" 24" 28" 30" 3C 42" 48' 1 Sa" III 50" 66" ' 2" 78" 84" 195.0 195.0 195-0 195.0 195.0 195.0 195.0 169.1 195.0 145.0 190.3 126.9 169.1 1128 152.2 101. 138.4 92.3 128.9 84.6 117.1 78.1 108J 72.5 30" 24' 28" 30" 36" 42" 48" 54" 60" 6C 72* 78" 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 85.1 143.0 78.9 136.6 72.9 36" 24" 28" 30" 36" 42" 48" 54" 60" 195'0 195.0 195.0 169.1 195.0 157.9 195.0 131.6 195.0 1128 185.0 98.7 164.4 87.7 148A 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 W;N'DOW DIMS. 1/4" ANCHORS Pn"f0 MASGN'RY 1/4" ANCHORS .INTO WOOD WIDTH HEIGHT EXT.(+)/INT.(-) , EXT.(+)/INT.(-) 48" 24" 28'• 30" 36" 42" 48" 195.0 148.0 190.3 126.9 i 177.6 118.4 148.0 98.7 126.9 84.6 111.0 74.0 54" 24" 28" 30" 36" 42" 195'0 131.6 169.1 112.8 157.9 105.2 131.6 87.7 112.8 75.2 60" I 24" 28" 3C" 36" 177.5 115.4 1522 101.5 I 142.1 94.7 118.4 78.9 66" • 24•' 28" 30" 195-0 134.5 1730 115-3 161.5 107.E 72" 24' 28" 30" 785.0 ' 123.3 159.6 I 105.7 I i 148.0 98-7 l I 78" 24" 28" 30" 170.8 113.8 146.4 97.6 136.6 91.1 84 24" 28" 1903 126.9 163.1 108.7 `.9-1/8 26" 38-3/8' 50-5/8" 630 74-1/4" 195.0 195.0 195.0 ': 95.0 195.0 175.1 195.0 141.5 180A 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" 2C 38-3/8" 50-5/8" 63" 1 195.0 177.2 135.1 120.1 102.4 91.0 82.3 73.1 53-1/e" 26" 38-3/8" _185.2 123.4 125.4 93.6 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. INTO � 845 065 I 592 562 I�-1.436�i -125 ALUMINUM I YIZYrflCt )M Eh'DS MAX. AT JAMBS MAX. AT HEAD/SILL #14 SMS FROM ENDS MAX. AT JAMBS MAX. AT HEAD/SILL K-CON/ULTRACON CONC. EMBED ,; REVISED g with the Florida. e 1" MIN. How-Plo. 17-091$.06 „Expiration Date 113112023 INSTALLATION TYPE V 2BY WOOD BUCK OR WOOD STRUCTURES Miami -Dade Product Control TYPICAL INSTALLATION DETAI L ON ALL FOUR SiDES�US(NG ALUMINUM BUCK SYSTEM OPTIONAL COVER 6063-T6 PRODIiCT REVISED as complying with 4he Florida Building Code NOA-No. 17-0918.06 BYZeir�tigrtmDate 10 1l2023 of Miaffi- ade Product`Control �wN a s 2019 #14 SMS 7-1/2" MIN. WCOD EMBED AT 6" PROM ENDS AND 24" O.C. MAX. AT JAMBS 17" O.C. MAX. AT HEAD/SILL, ��•° �ycEA1sF ° �� ® PO 3 9 A4E CG : •66F ®RION,•_c��� � #14 SMS 7-1/2" MIN. WCOD EMBED AT 6" PROM ENDS AND 24" O.C. MAX. AT JAMBS 17" O.C. MAX. AT HEAD/SILL, ��•° �ycEA1sF ° �� ® PO 3 9 A4E CG : •66F ®RION,•_c��� � O b e h E o c drawing no. W99-04 sheet 7 of 7