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Home My WebLink AboutCGI PRODUCT APPROVALS MIAT"!-DADE MIAMI-DADE Cot)' Tv 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.eoWeconocnv CGI Windows and Doors,Inc. Ii11-00 NW 25b Street Miami,FL 33172 SCOPE: h s NOA is being issued under the an 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(AIIJ). This N-;A shall not be valid after the expiation date stated below. The Mi=-i-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 maternal: within their 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. This product is approved as described 'herein, and has been designed to comply with the Florida Buriding Cu de, including tre 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 Contrrol 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 1 raBEL-NC: Each unit shad bear a permanent lzbci with the manufacpser`s naTMe or logo, city, state. modei/series. and Bollowmg statement: "Miami-Dade Coru-,ty 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. T'Fd2 qI iAT ION of this NOA will occur after the expiration date or if there has:been a revision a. change in the materials, use, and/or manufacture of(he product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate the NOA. Failu're to comply Nrid-, any section of this NOA shall be cause for termination and removal of No A. _ DVERTiSEAT .NT: he ?dOA -amber preceded by the words ilia 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,then it shall be done :,, its enL e 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 and renews NOA No. 1� 051s 21 and consiss of this page 1 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 1Ylanuel Perez,P.E. 1 -- NOA No. I7 09I8 n6 M334M E)ADE-CO=�'�"- If E iratian Date: October 3T,2023 Iidd,eli9sg- �kpApprayslDate: January 18,2018 11,5 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i. EVIDENCE SUBNIITTED UNDER PREVIOUS NOA's A. 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, i.l, 2, 3, 4, 5, 5.1, b and 7 of 7, dated 01/21/99, with revisionI dated 04/10/15, prepared by Al-Farooq Corporation, signed and scaled by 3avad Ahmad, P.E. B. TESTS i. T-st report._. on: 1) jJnifol,rm Static A P c Ur ar sse Test. Loading per FB A 2 0 C T2✓�n - 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" P JB interlayer, Duraseai® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories. Test Report No. C"I LA-3056 `vVA, dated 03/03/15. sued and sealed by Ramesh C. Patci P . ?. Test reports on: I Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile 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"Butacite"P-VB 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. ,Pst reports on. 1; Umfoin, Static Air Pressure Test. Loading per FBC TAS 202-9' 2) arge Missile hmpact ,cost per FBC TAS 201-94 3) Cyclic ytV'ind Pressure Loading per FBC, TAS 203-94 %:Ong with rriarked-Up drawings and ins Elationuaa-a',i of a series 23" aluminum Exed window, to qualify DuPont"Butacite"PVB interlayer, Duraseal(k and Super Spacer insuring glass spacer prepared by Certified Test Laboratories, Test Report No. CTI A 3£356 WC,dated 04/i6;!I5, signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1) Air Tn filtration Test,per FBC, TAS 202-94 2) Uui;o=, Static Air Pressurc Test Loading per FBC TAS 202-94 31 :Niter Resistance Test,per FBC, TAS 202-94 4> Forced Entry Test,per FBC 24113 2.1, T AS 202-94 along .:''n marked-up dra`mgs and installation diagram of alp^im m casement, project-ou- and faxed wi dows, prepared by Hurricane Test Laao-at.0 y, h1c., Test Reports No. HTL-0080-030 _' and L-00800 9055-+"s71, dated 08/08/08. ail signed and sealed by Vjou3. Abraham, P.E. SuSmi ted underN/?9 No. O.as-101-0.03) Manuel Pe Z, C E., ''... Product Control - er NOA No, 17-0 _ .05 Er?iratioL tla€e. October 3-i,2023 Approval Date: Jan_Lar v 1S,.2018 F- 1 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 NO No. 03-1010.03) 6. Test_reports on 1) Air Infiltration Test, ner SFBC,PA 202-94 21) Uniform Static Air Pressure T est, Loading per FBC TAS 202-9'r 3) _Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3 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-1019, dated 10/18;i94, signed and sealed by a V, 1 n E mi I�i.iii, (Submitted under NOA.No. 96-0717.04) p 1\ ! QP i I T - Pl. T 7� 1 yh 7. TeSt reports on: i) _:arge 1vti5Sne Impact I L p.,_ l'. _ i-9-.. 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 09/08,196 and 12/23/98 respectively, all signed and sealed -UV Timothy S. Marshall, P.E. (Submitted under A'OA 3 No. 96-0717.04 and 99-0329.02) C. CALCULATION'S ., Anchvr vet' at on calenlatlons anal structural analysis, Complying w ffii FBC 5th Edition(2014), dated 09/03/14, prepared by M-Farooq Corporation, signed and sealed by Javad Ahmad, F.E. (Submitted under NOA No. 14-0913.08) 2. Glazing complies with ASTM E1300-0_ D. =JALITS ASSaF_R_kNCE 1. riam,made pep rurent of Regulatory and Economic Resources (P, c). Prodact Controi E -min r NOA No, 17- .06 E%Uiration Date: Octo'Cer31,2-023 Approval Date: jannaryy18,20s.-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 America, 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 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 weir "Butacite2) PVB Glass Ltterlayer" dated 04/25/15, expiring on 12/11/16. Notice or n No. 14-0422.17 lssiled to Eastman C emi-cal Coin any ,rUA) -e. '1Jti:.0 Ll ili;.CeptanCe 1 p for Heir"Saflex Clear and Color Glass Interlavers" dated 06/19/14, expiring on 05/21/16. l . 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 lavad A_2mad, F.E. r"Submilted 11nder IVO.,4 A'o. s 4-097_.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 1,4080-0301-07 and L-0080-0905-07, issued by Hurncane Test Laboratory, Inc., dated 08,/08%08, 1121 signed and sealed by \'into J. Abraham, P.E. %Sat; n ed wnderNO ��608-1019.83) 4. Test Proposal for the Qua.lfication of ButaacitEO _PCB .glass interlaver by Kurarav America, 111nc., as well as Dura-sea-10 and Super SracerO Standard wartn,-edge flexible insulating glass spacers; dared December 16, 2014, issued by RER, Product Control Section, sued by,lanne Gascon, RE.... SupCI 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 Project,-Out Window - 1,M,I. appro-ved on 02/0-5/15 and e i n/Ii /1p �..itir•itg �� F Manuel Per z, E, Pr o3nct Conkrat Exa�.F�er NOA No. 17-0918.06 ExP.ratlon.Date: October 31,.2023 Approval Date. January 18,2018 E-3 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DP,AWINGS 1. Drawing No. 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 Abroad,P.E. B. TESTS 1. None. C. CALCITLATIONS 1. Anchor verifca`ion calculations and structural analysis, complying wnh ;~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. Mlami-Dad--Department ofRegullatory and Econonuk, Resources (l-'�). E. NUTERIAL CERTI-11CATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas© (Clear and White) Glass Inter layers" dated 12/28/17, expiring on 07/04/23. 2. Noticc of Acceptance No. 17-0712.03 issued to Eastman Chemical Company iNT IA) -- tr'cir "."Sallex C —Sallex and Sailex h Cv?iip G9ite �:alaSB Tnte3'layer5 �.itri PET Core" dated 09/07/17, expiring on 12/1_1/18. 3. lvotice CI A" e7t2i:;.e 1'*TO, 16-i1i 7..;,1 'S�iied t0 i'ii1:c3.rii"v Aii..c faa. Inc. for heir rosi_folw vitraciear, Clear and Color P . rI—terlayers" u^,.led 0'/_9'1 / exp.rnL, or, 07/08/19. a. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for 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 EBB. 61 Edition (2017) and of no fin❑nc; al interest. dated Aug-ast 30, 2017, issued by Ai- i arooq Corporation, sly ed and sealed by Javad Ahrnad, P.E- G. OTHERS i Nonce of Acceptance �Vo. i9-�7JI2.L i, Ss'ueCt i0 l,vl �'V IridvwJ anii LOOTS, u`li'.. 'or I.11elr Series "238" Alummllm Project Out Window i,Ai1. approved or. 09/17/15 and expiring on 10/31/18. c iY43liuel r -oduct Contro!Ex ..iner NOA No. 17-0918.06 Expiration Date: October 3-1,2023 A.prrovai-Date: January 18,2018 E_G El GENERAL WINDOW SECTIONS - wvENOWw WIDTH or U FLANGE FRAME {� �� NL, OF Z �I "'LJ� D.L. CPG. O I- c, tq�lz!� 7 I�; I WW-7" v� W mI' 1I X c E Z h al /\ MAX. TYP. III q Z Q 4 l a l SNUBBER HEAD/SILL it I 1 � �o 0 i. . pN � � 1�� CORNERS y I -o o �wm In w 6 c /1i A __= I � s � Cf 4 z_I s 1 - - II Q 'J c a G m u� of 1 QI >I� o!a 7- x=I-_ -/- µ--- -IT .6z1. cg W � _ n FOR GLASS TYPES, e O REFER TO 4 1/2' 6" 3 3 ETS D.L. CPS. SHE 3 AND 4. D.L. CPS, 2 1/2" P2 �—� 0 of VENT WIDTH ? VENT WIDTH 1" 10" R 17" ,I U O W SEE SHEET 6 w w x WINDOW WIDTH LSURFACE APPLIED I i I I: FOR CAPACITY 0 H= LL 1 WINDOW WIDTH FALSE MUNTINS O H c3 I a 'D En EXTERIOR o I OPTIQNAL a TYPICAL ELEVATION (FLANGE FRAME) ¢ 3 N M so s jl. I 6 MAXIM MULTI POINT LOCK 4 C z W AA 9A. BY 'TRUTH' (. f CAM LOCKS ALT. TO CAM LOCKS w _ C I 30 , - I 2 LOCK POINTS r I z ALL SIZES n I M,S;. WOW. LOCK N () WIDTH PONS l ��- ® r v !I 42" 2 I 63" 3 I ! I1 B4" 4 z'" Cam" II��II i 4 m 1 FOR MULLION/MULTIPLE UNITS, REFER TO c 0 NOTES: SEPARATE CGI MULLION N.O.A. <!I !< THIS PRODUCT HAS BEEN DESIGNED AND TESTEDTO COMPLY WITH THE <i� 8- REQUIREMENTS OF THE 2017 (61H EDITION) FLORIDA BUILDING CODE _ �b z �Iz 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 - �'Liz THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.TO THE BUILDING STRUCTURE. INSTRUCTIONS: oSHUTTERS ARE NOT REQUIRED. �+ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DEiAILS USE CHARTS qs FOLLOWS. �>AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STEP I DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ®g69......® ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE �� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �V ® � USING'APPLICABLE ASCE 7 STANDARD. �HN O p q `�� ...• _..11 /� I II ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. STEP 2 U U LUfB o �.•' `io NSF •® i SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD 's MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT CAPACITY OF DESIRED GLASS SIZE/TYPE. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED 0.79692 d a n REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. STEP 3 USING (CHART ON SHEET 6 SELECT ANCHOR OPTION as complying with the Florida WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Building Code THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION IN STEP 1 ABOVE. NOA-No. 17-0918.06 Q m O FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON Expiration Date 1 31/2023 %® °° B FaYE GF �W�e �dr;owi;ngOF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR STEP 4 Pi SHEET 7 TO DETERMINE CAPACITY. 1RI .. �°�� WATER INFILTRATION RESISTANCE ETC. s� CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 By /��B® AND TO BE REVIEWED BY BUILDING OFFICIAL SHALL.APPLY TO ENTIRE SYSTEM. Miami ade ProductCon I /it gg�j��!\oY�, sheet 1 of 7 , �m - 03 WINDOW WIDTH GENERAL WINDOW SECTIONS of EQUAL LEG FRAME VENT WIDTH i m Ww-1 1/2" it Z M ICI D.L. OPG. 0 \ F iI 0 I zttal 1ww-s 1/2" W ! 6" MAP. Tto ¢ O 1 d o c HE N rho N r'j` u i W J CORNERS RS o I 0W K!I SNUBBER 2 'V` c 0, 2Cm oil w o�� i 7 n - II III � � � jI lI s O� 0 '' z - o z ci 11 z = ro+ii 27S w U ' \„ I �� o - o � I ( I I L--------- L1 0 k - - ` .-- - MAX. G' ORn" k - , of FOR GLASS TYPES, _ _ _ - __ ~ SEE SHEE 6 w ° w x ! SURFACE APPLIE➢ fE � ! a REFER TO FOR CAPACITY FALSE MUNTINS I O OPTIONAL II C U j I1 SHEETS 3 AND 4. v rN s TYPICAL ELEVATION 16A (EQUAL LEG FRAME) ¢ N m 1A 2 3 D.L. OPG_ D.L OPG. ! 2 1/2" ! ro 2 VENT WIDTH -� p VENT WIDTHm ° 7 3 n TT tV C Z 1, WIDTH WINDOW i� I v1 CD WINDOW WIDTH • _ I W O� �. c Q EXTERIOR Ii U o F o II I z i TII I_ I mmm r o of >I - z' 3 -I MAXIM MULTI POINT LOCK p � � �I� a CAM LOCKS 99AA BY 'TRUTH' C 2 LOCK POINTS ALT. TO CAM LOCKS zz zip ALL SIZES . v 'I MAX. WDW.1 LOCK nI O WIDTH !POINTS y n < h r m 42" 2 o a o d a 7 63" 3 >� r o00 84" 4 a tl Bi[B i9 O Y1 // \ to 4 B M � NIB PRODUCT REVISED @ 70592f T as complying with the Florida Building Code NOA-No. 17-0918.06 �- b m - Expiration Date 1013112023 \�®�•. 1ATIE OR �9< drawing no. Miami ade Prod Cot I �• . I .. . . 2 —{Jr ' 2.0 �1.757 P.2.625-7 r Vm 1 .768 � 625 i.000 1.307 ,090 TY 2 3 2.625 I u'J wLJ ! v (� .720 N { 2.215 2.465 � L438 Q." C O d! 0 �I I .080 TYPE lv N IS 19 CORNER KEY CORNER KEY on ur l� i .Dn- THICK ST. STEEL .062 THICK ALUMINUM I riANGE FRAME"nNME VENT �5�16" LAM. GLASS) i� 5 E ,, o I' .754 !! k 1075 �' i.757� I 2m 4 .753 i li -� .768 gib- �. = 0 N III ti— 5��{ w w .a63 4 '17 .090 TYP. (L Z .0 ! ^P 830 .803� ` IIII 1.057 �� Il 1.875 Z M Q M ! q D4s �I� I GJ�J�JL C�Y�� z M - w IIf QwcF -� .617 --1.617 rr 720 2.465 2.715 1.438 VENT CORNER ! CGI-375: OGEE GLAZING STOP I CCI-396: SQUARE GLAZING STOP .080 TYP. z �I VENT (INSUL. LAM. GLASS) -D vi ALL rTskME AND VENT CORNERS TO BE I EQUAL LEG FRAME I I I O vI� SEALED WITH GE SILPRUF OR EQUIV. 1.757 U O w ITEM PART QUANTITY DESCRIPTION MATERLIL M.ANF./SUPPLL,R/REMARES O - 1 CGI-373 4 FLANGE FRAME 6063-TS INDALEX OR EQUIV. II d C � 1 1A CGI-397 4 EQUAL LEG FRAME 6063-TS IINDALEX OR EQUN. ASO TYP. I � 0 `N 2 CGI-378 4 VENT (5/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 1,875 < N 5 2B CGI-381 4 VENT (INSUL LAM. GLASS) 6063-i6 INDALEX OR EQUIV. U 72� ¢ 0 N n 2C CGI-385 4 VENT (7/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. L 143E 3 CGI-375 4 OGEE GLAZING BEAD 5063-T5 INDALEX OR EQUN. I N S o w o 3A CU-396 4 SQUARE GLAZING BEAD 6063-T5 !NDALEX OR EQUIV. W O O 4 - 4 .060 THICK CORNER KEY I ALUMINUM - I 5 8 ..0.60 THICK CORNER KEY ST. STEEL - II U 0 6 AP-425 AS READ. FRAME WEATHERSTRIPPING SCHLEGEL APTU'S VENT (7`9 6" LAM. GLASS) (O 7 Q200 X190 AS REQ➢. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON �I 8 35-10-00-1Gi 2/ VENT 4 BAR HINGE, AT JAMBS STEEL TRUTH, ATTACHED W/ (6) 8 X 3/8" SS SMS ( w 1.000 b wow i 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SMS o m / 9A = 2/ VENT MULTI POINT LOCK E = o 10 2/ VENT A10 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8' SS SMS s .706 125 o w FIB W 19 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS #10 X 1-1/4" SS SMS -rrt I SETTING BLOCKS EPDM DUROMETER 805 SHORE A m o al a 00 aio a / SHEAR CLIP CHANNEL 0 d Q p m loo o'o 0 N ZVIm v F PRODUCT REVISED m 0.7 592 c as-com 1 with the Florida m m 2 a Building Code FRAME CORNER NOA-No. 17-0918.06 = X- Expiration Date 10/3112023 %® T�YE OF °°�p< drawing no. By 99-04 min Dacre Product Co rol /// ��®NAL l�\N sheet 2 of 7 U �/ ANN. GLASS r3/io" HEAT Si'REN'D GLASS `- v� 1 a" ANN. GLASS By'E Saflexstman CP With PET Core \ I y- By 'Eastman Chemical Co.' By 'E Saflex CP With PET Core o .090" Saflex Clear And Color Glass .090" Saflex Clear And Color Glass BY 'Eastman Chemical Co.' Im By 'Eastman Chemical Co-' F_ By 'Eastman Chemical Co,' .090" Saflex Clear And Color Glass Z INTERLAYERS� �INTERLAYERS-; By 'Eastman Chemical Co.' . y z, .090" Trosifol PVB .090" SentryGlas INTERLAYERS 1- m z \ By 'Kurcray America, Inc.' ' By 'Kuraray America, Inc.' \ .G90" SentyGlas � w aI By 'Kuraray America, Inc.' Q X .090" Trosifol PVB a- /8" ANN. GLASS By 'Kuraray America, Inc.' d I \ ' .090' Trosifol PVB it w o ` O Z wL Yr j� \ By 'Kuraray America, inc.' N m t SILICDNE m I z w GE-1200 ly 3/56' ANN. GLASS I�rn 3/16" HEAT STREN'D GLASS DDW 995 II j� r r - g II I� 0 U N M br Icy d SILICON,- OW 899 w \ GE-1200 iv ca SILICONE .. ! 7 1` I' 1 I ,ill�II� UT q DDW 995 I! DOW 995 II ,.`�j X R7 � 117 II DDW 994 II ri DDW 995 �I�t II �` C o ��I � li aQ .+ DCW 899 0 6 SQUARE BEAD i o7 OPTIONAL ALL GLASS TYPES L � La:3 12 AT 1/4 POINTS ON LITES 12 AT 1/4 POINTS ON L'TES 12 AT 1/4 POINTS ON LFES � Zbi WIDER THAN 36" WIDER THAN 36" WIDER THAN 38" ' r O 2 5/16" NO AL 7/16" NOMINAL 7/16" NC.-,112NAL .! Z W i w GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' W as 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 TYPE '2' GLAS5 TYFE `3` GLASS TYPE '6' WINDOW DIMS. CLASS TYPE '2' GLA56 TYPE '3' GLA59 TYPE `6' WINDOW DIMS. GLASS TYPE `2' GL9S5 TYPE `3, GLASS TYPE `6, � � I � "' !p I WIDTH HEIGHT EXT. (+) 1NT.. (-)j E1T. (+) INT. (-) EXT_ (+) 1NT. (-) WIDTH I HEGHT iEXL (+) 1NT. (-) EXT. (+) ! 1NT. (-) ENT. (+) 1NT. (-) WIDTH ; HEIGHT EXT. (+) NT. (-) EXT. (+) j !.NIT. !-1 EXT. (+) 1NT. a, I v," 24" 110.D 195A 770.0 ! 135.0 110.0 1 1959 24" 110.0 13B.8 110.0 195.0 I 110.0 195.0 26" 110.0 195.0 110.0 795.0 110.0 195.D ! 0 a f 28" 110.0 195.0 110.0 195.0 110.0 1 1950. 29" 110.0 11 B_9 110.0 195.0 110.0 195.0 i� 38-3/8" 110.0 190.6 110.0 195.0 110.0 195.0 W ( O '0. 110.0 194.3 110.0 195.0 110.0 195.0 30" Yi 0.0 1 1.0 i 110.0 195.0 110.0 195.0 19-1/8" 50-5/8" 110.0 144.5 110.0 195.0 110.0 195.0 O Of 36" 110.0 167 a 110.0 j i95.0 710.0 195.0 42" 3S" 92.5 92.5 110.0 120.0 110.0 120.0 I 63" 104.2 104.2 110,0 195.0 11CA 195.0 ! C U, 42" 110.0 138.8 110.0 195.0 110.0 195.0 42" 79.3 79.3 110.0 120.0 110.0 120.0 74-1/4" 63.0 63.0 110.0 195.0 110.0 120A O r 24" 48" 110.0 121.4 110.0 195.0 110.0 195.0 48" 69.4 E9.4 11CA 120.0 110.0 120.0 26" 110A 795.0 1109 195.0 110.0 195.0 J to N e Q 3 54" 107.9 107.9 110.0 195.0 110.0 195.D 54" 61.7 61.7 110.0 120.0 110.0 120.0 38-3/8" 110.0 137.5 110.0 1 195.0 110.0 195.0 Oco 3 60" 95.4 95.4 110.0 195.0 110.0 120.0 24" 110.0 121.4 1.10.0 195.0 110.0 195.0 ( 26-1/2" 50-5/8" 104Z 104.3 110.0 I 195.0 110.o 195.0 N O Z 66" 73.4 73.4 110.0 120.0 110.0 120.0 28" 104.1 104.1 110.0 195.0 110.0 120.0 I 63" 77.9 77.9 110.0 120.0 110,0 12C.0 ii O _ 0, I 72" 56.1 56.1 110.0 120.0 110.0 120.0 30" 97.1 97.1 110.0 195.0 110.0 120.0 ',4-1/4" 46.6 46.6 110.0 120.0 110-0 120.0 I `0 78" 43.8 418 110.0 120.0 110.0 120.0 i 36" 813.9 80.9 110.0 120.0 110.0 I 120.0 26" 110.0 145.4 ' 11C.0 195.0 110.0 195.0 fEI 0 � UI �:2 ti 84" 34.9 34.9 110.0 120.0 110.0 120.0 i 42" 69.4 69.4 itOA 120.0 110.0 120.0 37" 38-3/6" 98.5 98.5 110.0 194.5 110.0 ' 120.0 - 24" 110.0 194.3 110.0 195.0 110.0 195.0 48" 60.7 60.7 i i0.o 120.0 110.0 120.0 50-5/8" 74.7 74.7 110.0 120.0 110.0 120.0 Ir 28" 110.0 166.5 110.0 195.0 110.0 195.0 24" 107.9 107.9 770.0 195.0 110.0 195.0 53" 60.0 60.0 110.0 120.0 110.0 120.0 ",I P 30" 1101 155.4 110.0 195.0 110.0 195.0 28" 92.5 1 92.5 110.0 1 120,0 110.0 120.0 i 26" 110.0 128.1 110.0 195.0 110.0 195.0 FILL - 36" 110.0 129.5 110.0 195.0 110.0 195.0 54" 30" 86.3 BE.3 110.0 120.0 110.0 120.0 42" 38-3/8" 86.8 - 86.8 1"0.0 120.0 11O.0 120.0 1 30" 42" 1iC_0 111.0 110.0 195.0 110.0 135.0 36" 7i.9 71.9 11G.0 120.0 110.0 1240 50 5/8" 65.8 65.B '10.0 120.0 110.0 120.0 o 0 olm 48" 97.1 97.1 110.0 195.0 110.0 120.0 1 42" 61.7 61 7 110.0 ,120.0 110.0 I 120.0 53-1/8„ 26` '01.3 101 3 110.0 195.0 110.0 j 120.0 c � 54" 86.3 86.3 110.0 120.0 11 O_0 120_0 24" 95.4 95.4 7 10.0 195.0 110.0 120.0 38-3/8" 68.E 68.E 110.0 120.0 110.0 120.0 m o o 60" 77.7 77.7 110.0 120.0 110.0 120.0 60" 28" 83.3 83.3 110.0 120.0 110.0 120.0 66" 60.6 60.6 110.0 120.0 11OA 120.0 30" 77.7 77.7 110.0 120.0 110.0 120.0 NOTE: 72" 46.0 - -- 46.0 110.0 -120.0 vo.o 1zo.o 36" 64.8 64.8 110.0 - !,iz0.0 110.0 120.0 - GLASS CAPACITIES ON THIS SHEET ARE y M > y , e BASED ON ASTM E1300-09 3 SEC. GUSTS ° o 78" - - i 10.0 120.0 - - 24" 73.4 73.4 110.0 1120.0 110.0 120.0 ., O n o,o o AND FLORIDA BUILDING COMMISSION 24" 110.0 161.9 110.0 195.0 110.0 195.0 E6" 28" 64.2 64.2 110.0 i 120.0 110.0 120.0 i 28" 110.0 138.8 110.0 195.0 110.0 195.0 30" 60.E 60.6 110.0 1120E12 0 110.0 120.o DECLARATORY STATEMENT DCA05-DEC-219 B 30" 110.0 129.5 110.0 195.0 110.0 195.0 24" 56.1 56.1 110. 110.0 120.0 36" 107.9 107.9 110.0 195.0 110.0 195.0 72" 28" 48.9 48.9 110. 110.0 120.042" 92.5 92.5 110.0 120.0 110.0 120.0 30" 46.0 46.0 110. 110.0 120.0 ` I\ 0 O qR�� WOCT`N$� �s \ 4 48" 80.9 80.9 110.0 120.0 110.0 120.0 24" 43.8 43.8 110.0 120.0 110.0 120.0 C1 LU c PRODUCT REVISED � o.70522 a 54" 71.9 71.9 110.0 120.0 110.0 120.0 78" 28" 38.1 38.1 11o.0 ;120,0 110.0 120.0 - as complying with the Florida - }',� • m o 60" 64.8 64.8 110A 120.0 11.0.0 120.0 30" - - 110.0 I 120.0 - - Building Code 24" 34.9 34s 110.0 1zo.a 110.0 1zD.G NOA-No. 17-0918.0E p �o NOTE: 84" ® ' TdaTIE OF .`��!< drawing no. LOAD/AREA LIMITS 28" - - 0.0 20.0 - - Expiration Date 10131l2023 m� OMD ; FOR +110.0, -120.0 PSF = 16.34 SQ. FT. By sX�yoj�®NAL @ �� sheet of 7 +1 10.0, - 195.0 PSF = 10.00 SQ. FT. Mia i Dade Produc Co tr i ¢i i p p i¢@ 3 �1/8" TEMP. GLASS 1/8' TEMP. GLASSir \ `\AIR SPACE 7AIR SPACE II �11� o � ,Y �1/8" ANN_ GLASS r1/B' TEMP. GLASS 10 .075' Saflex CP With PET Core 1 .075 Saflex CP With PET Core cc 3� \ , By 'Eastman Chemical Co.' By `Eastman Chemical Co-' ��, _ IS z .090' Saflex Clear And Color Glass , _ .090" Saflex Clear And Color Glass F„ W III a By 'Eastman Chemical Co.' By `Eastman Chemical Co.' SQUARE BEAD Q N I a- �INTERLAYERS `1�1NTERLAYERS-+ OPTIONAL d u m o 1 .090" SertryGlas .C90" SentryGlas .ALL GLASS TYPES O O o jo \ By 'Kuraray America, Inc.' By 'Kura"ay America, Inc.' II W N \ t .090' Trosifoi PVB 111 , .090" Trosifol PVB By `Kuraray America, Inc-' By 'Ku.aray America, Inc.' �i. _ 0 111 m i 11 n 1/8" ANN. GLASS 1/8" TEMP. GLASS I l I x C M o I XL EDGE SPACER i XL EDGE SPACER ' 'I. 1 A C p 4 d p ST. STEEL BY 'CARDINAL' I`I,� SILICONE ST. STEEL BY 'CARDINNAL' / I� ! SILICONE O a1f t'j d OR NI... t! I , GE-1200 OR / li I' ` G=1'c00 as y p N DURASaL BY `QUANEX' < DOW 995 CURASEAL BY 'QUANEX' { - �I DOW 495 Q W LL OR DOV 899 OR i-� :... DOW 899 SUPER SPACER BY 'QUANEX' ) SUPER SPACER BY 'QUANEX' 12 AT 1/4 POINTS ALL SIZES 12 AT 1/4 POINTS ALL SIZES ( y=j r 3/4" INSULATED 3/4" INSULATED I D I GLASS TYPE '2A' GI-ASS TYPE '3A' 3., P 0 a, PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS I PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS ! 3 U I NO SHUTTERS REQUIRED NO SHUTTERS REQUIRED I NO SHUTTERS REQUIRED � I REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR IN9TAIIATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAI_1c ENDOW DIMS. GIASS TYPE 'ZA' j GLASS TITE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' ' WLN�DOW DIMS. GLASS TYPE `2A' GLASS TYPE '3A' Ii M WIDTH HEIGHT EXT. (+) 1 NT. (-) IXT. (+) I, 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+l 1 M: (-) WIDTH HEIGHT EXT. (+1 ?NT. (-) EXT. (+) 1 NT. (-7 w O w v 24" 110.0 195.0 110.0 I 195.0 24° 110.0 138.3 110.0 i95.0 26" 110.0 195.0 110.0 195.0 11 O G I 28" 10.0 195.o 110.0 95.0 I 25" 110.0 118.9 110.0 195.0 38-3/8" 11G.0 190.6 110.0 1S5.0 d C UC 30" 110.0 194.3 110.0 195.0 30' 110.0 111.0 110.0 195.0 19-1/8" 50-5/8" 110.0 144.5 110.0 195.0 O MEN 36" 110.0 161.9 110.0 195.0 42' 36" 92.5 92.5 110.0 120.0 63" 104.2 104.2 110.0 195.0 J N N M a 42" 110.0 138.8 110.0 195.0 42' 79.3 79.3 110.0 120.0 74-1/4" 63.0 63.0 110.0 120.0 Q p M 24" 48" 110.0 127.4 110.0 195.0 48" 69.4 69.4 110.0 120.0 26" 110.G 195.0 710,0 195.0 N ' C 2 54" 107.9 107.9 110.0 195.0 i 54" 61.7 51.7 110.0 120.0 38-3/8" 110.0 137.5 110.0 195.0 O o 80" 95.4 95.4 110.0 I 120.0 24" 110.0 121.4 110.0 195.0 26-1/2" 50-5/8" 1D4.3 104.3 110_0 195.0 L` t Q f j 66" 73.4 73.4 110.0 1 120.0 25" '04.1 104.1 110.0 1.20.0 63" 77.9 77.9 110.0 120.0 I N I (D 72" I 56.1 56.1 109.3 109.3 48„ 30" 97.1 97.1 1 110.0 120.0 74-1/4" 46.6 46..6 9C.9 90.9 ��J. 78" 43.8 43.8 85.4 85.4 36" 80.9 80.9 110.0 120.0 I 26" 110.0 145.4 110.0 195.0 6 ? 84" 34.9 34.9 68.0 68.0 42" 69.4 69.4 110.0 120.0 37„ 38-3/8" 98.5 98.5 110.0 120.0 ,� L ! 24" 1 10.0 194.3 110.0 195.0 48" 60.7 60.7 110.0 118.4 50-5/8" 74.7 74.7 110.0 120.0 LL w m H i 28" 110.0 166.5 110.0 195.0 24` 107.9 107.9 l 170.0 195.0 63" 60.0 60.0 110.0 117.0 -0 < a 30" 110.0 . 155.4 110.0 195.0 28" 92.5 92.5 110.0 120.0 26" 110.0 128.1 11 DA 195.0 p 36" 170 0 129.5 110.0 195.0 54" 30" 86.3 86.3 110.0 120.0 42 38-3/8" 56.8 88.8 42" 110.0 111.0 110.0 795.0 36" 71.9 71.9 110.0 I 120.0 50-5/8" 65.8 65.8 170.0 120.0 N o w o 0 30" 48" 97.1 97.1 110.0 720.0 42" 61.7 61.7 110.0 120.0 26" 101.3 101.3 110.0 120.0 m o o z s3-1/a" NOTE: 54" 86.3 86.3 110.0 120.0 24" 95.4 55.4 110.0 120.0 38-3/8" 68.6 68.6 110.0 120.0 GLASS CAPACITIES ON THIS SHEET ARE - - 60" 77.7 77.7 110.0 120,0 28" 83.3 83.3 11C.0 120.0 n 6 ql.�. so" BASED ON ASTM E1300-09 (3 SEC. GUSTS) - 66" 60.6 60.6 110.0 118.2 30" 77.7 77.7 110.0 120.0 AND FLORIDA BUILDING COMMISSION 2 0n72" 46.0 46.0 89.8 89.8 36" 64.8 64.8 110.0 120.0 DECLARATORY STATEMENT DCA05-DEC-219 > '� �75" - - - - 24' 73.4 73.4 110.0 120.0 o a I - 24" 110.0 161.9 110.0 195.0 66" 28" 64.2 64.2 110.0 120.0 \,otil i9B6/OZ 28" 110.0 138.8 110.0 195.0 30" 60.6 60.6 110.0 718.2 NON`\\ 30" 110.0 129.5 110.0 195.0 24" 56A 56.1 109.3 109.3 { O Q 9n�� 36" 107.9 107.9 110.0 195.0 72" 28" 48.9 48.9 95.3 95.3 JAN 0 u L 0 0 F 36' PRODUCT REVISED e ®•�0�9% m aH; 42" 92.5 52.5 110.0 120.0 30" 46.0 46.0 89.8 89.8 ^' t _ c as complying with the Florida e 48" 80.9 BOA i 10.0 120.0 24" 43.8 43.8 85.4 85.4 Building Code 54" 71.9 71.9 110.0 120.0 78 28" 38.1 38.1 74.3 74.3 NOA-No. 17-0918.06 0 NOTE: ^ ® '•. AT'E OI= _ drawing no. 60" 64.8 64.8 110.0 120.0 84" 24" 34.9 34.9 68.0 68.0 LOAD/AREA LIMITS Expiration Date 1 0131/2 0 2 3 i�b °�O�` (� FOR +110.0, -120.0 PSF = 16.34 SQ. FT. ° 04 +110.0, -195.0 PSF = 10.00 SQ. FT. Miami adeProductControl ,7771®��aB4�\\� sheet4of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) V �' {� a FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 A! o TYPICAL ANCHORS �Y m SEE ELEV. FOR SPACING FSEE SHEET 6 FOR DESCRIPTION =0 1- J TYPICAL ANCHORS TYPICAL ANCHORS Z �= W <' SEE ELEV, FOR SPACING SEE ELEV. FOR SPACING I I H u I SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION MEAL Q E 2 IN I I ;STRUCTURES O p` o 0IN 0 i 1 3/8" ��17 � I LWif 3/4" I LU SEALP.NT-� u SEALANT. D' � 0 t U) M p > CCm ° O CB � �S' <.§Z_ .v \ 2 1/8" G'-'� � !E O N In MIN_ W�.1 alto --_CjZ� h Z p re J Z n Q W 2-1/2^ MIN. 2-1/2^ Mw. Q w 0 E I- INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED - A.T RiA : PRESSURE TREATED O Z V TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/USING 4400D ON ALL FOUR SIDES/USING WOOD MEAL STRUCTURES ~ ° 0 fl W lio � x TYPICAL ANCHORS TYPICAL ANCHORS I, 'C In 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING —SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 0 =N o SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION I - H SEE SHEET 6 FOR DESCRIPTION =� Q 3 N� !�� 1 3/8" o� 0 M m SEALANT b SEALANTS ff r F 1 N Q N N Q NT— / I Cn V O< III EE i I Q' d 2 7/8` LlM Jz BOCK INSTALLATION BY OTHERS a' aBUCK INSTALLATION BY OTHERSATTACHMENT TO1^ MIN. P APPROVED MULLIONS < < <IIB w q J U UQC f ! 1 f IOU O.G 111Zi INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE 4 ' WOOD BUCK TYPE 4 z MATERIAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL O ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD M �Lo- c0 p �t N 011tl 96 i,V4/fY f ALUM CHANNEL (6063-T6) y N' � U ��' �S\ �.AUH14Af,, m ; 3/4" X 1" X 3/4" X 1/8" 3 �� ° �� I� 2-1/2" LONGO°CTSN.SF• °® a w \ ¢ AT ANCHOR LOCATIONS PRODUCT REVISED yg m as complying with the Florida 'a m a a Building Code ® NGA-No. 17-0918.06 -0 Ex irati n Date 1OL 112023 s TAME OF ` �5a drawn no. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN P %®Gsa•'• ' � ® 9 LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOCATION By ��` ° W99-04 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP Miami D deProduc C tr I /�a®�G��e�Y�N� sheet 5of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) t1 U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 o TYPICAL ANCHORS Im FSEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION a /, Ln z a W Q' � N 'M TYPICAL ANCHORS i SEE EL ANCHORS 3/4'� �S RUCTURES METAL O w p SEE ELEV- FOR SPACING SEE ELEV. FOR SPACING �_- O .- o 1p, SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION MIN. W o r III (l IIII � � Ili � 0t) ' 3/6N I Q Q 2 1/0 Zt1� m� MIN. s (7 ; o- '1". Mn MINN. . a1" M _` — I ii W E I-II 2-1/2" MIN. 2-1/2" MIN. I" 'NSTALLATION TYPE '1 WOOD BUCK TYPE 'f INSTALLATION TYPE '2' WOOD BUCK TYPE '2' c MAC- PRESSURE TREATED MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO 0 ON ALL FOUR SiDEVUSING WOOD ON ALL FOUR SIDES/USING :"l000 METAL STRUCTURES w-', 0 �I x Of O N~ o r m TYPICAL ANCHORS N N M SEE ELEV. FOR SPACING 3 I TYPICAL ANCHORS TYPICAL ANCHORS [-SEE SHEET 6 FOR DESCRIPTION O 3 m SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING rn in mm SEE SHEET 6 FOR DESCRIPTIONr, SEE SHEEP 6 FOR DESCRIPTICN �---� o M II 1 3/6" I ' N , � o¢ 0 I r O Ng— x I z i i o 2 7/B' 2 1/6 a _ vv " a a clI ! ° _ �� v � � ATTACHMENT TO o = � BUCK INSTALLATION BY OTHERS o- ° BUCK INSTALLATION BY OTHERS IN U o APPROVED MULLIONS _ _ _ = o MIN- y INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' I of MATERIAL: PRESSURE TREATED MATERIAL' PRESSURE TREATED >l TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ` `YYaooaaayl®i ` O ON ALL FOUR SIDEVUSING WOOD ON ALL FOUR SIDES/USING WOOD PRODUCT REVISED e Jr.70Eg2 m r as complying with the Florida �I Building Code NOA—No. 17-0918.06 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN Expiration Date 10/31/2023 ®� °•° S VIE Or �: drawing no- ®�.� Fg RVOP...• �` LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER �i��°�o - �� W99-04 THEM TO THE BUILDING STRUCTURE. mlam DadeFroductGon I sheet5.lof 7 PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS 1 REFER TO SHEET 5 FOR DETALS REFER TO SHEET 5 FOR DETAILS y- O ANCHORS TYPE 'A' & 'C' ANCHORS TYPE 'E' ANCHORS TYPE °A' & 'C' ANCHORS TYPE 'R' �, I WINDOW DIMS. W/O SHEAR CLIP TITH SHEAF. CLIP WITH OR W/O SHEAR CUP WINDOW DIMS. W/o SHEAR CLIP WITH SHEAR CLIP I=, OR W/O SHEAR CUP � WIDTH HEIGHT AT 17" O.C. AT 10" O.C.IAT 17" O.C. AT 10" O.C. AT IT" O.C. AT 10" O.C. 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. Z M I/ 24" I 195-0 195.0 129.0 193.5 195.0 1 195.0 24" 186.2 1 195.0 99.2 158.6 195.0 195.00 Z "• N. ¢� 28' 195.0 ?95.0 110.6 165.9 195.0 1 195.0 78' 28" 159.6 i95.0 85.1 136.1 195.0 195.0IL 30" i 195.0 1 154.8 154.8 195.0 I 195.0 30" 14a.9 1 195.0 ! 79.4 1 127.0 195.0 195.0 LV O C) p 8 O t 36` 195.0 1 195.0 1 129-0 172.0 195.0 195.0 84, 24' 195.0 195.0 1 110.6 165.9 195.0 195.0 0. uJ N IS 42" 195.0 195-0 110.6 147.4 195.0 i95A 28" 177.8 195-0 1 94.8 1 1422 1 195.0 195.0 xx 48" 10 195.0 129.0 161.3 195.0 195.0 I € 24^ 95. PERFORMANCE VALUES OF INSTALLATION ANCHORS Q 5 y m 54' 195.0 195.0 i14J 172.0 195.0 i95A REFER TO SHEET 5 FOR DETAILS 6^v' 193.6 195.0 103.2 154.8 195.0 195.0 N-- I O W ! I ANCHORS TL�E 'A' & 'C` I ANCE035 TYPE 'H' C ¢ 0 66" 195.0 195.0 117.3 1642 t95.0 i95A Q o I WINDOW DIMS. I W/o SHEAR CLIP WITH SHEAR CLH' I WL"'H OR W/0 SHEAR C?SP D. IO- 'I 72" 195.0 195.0 107.5 150.5 195.0 195.0 wiOTH HEIGHT AT 17" C.C.I AT 10" O.C. AT 17" O.C. AT SO" ^ AT 17" C.C. AT 10" O.C. ! 0 1+1 Ir `I 78" 1862 195.0 99.2 158.8 195.0 195.0 26' 195.9 195.0 149.4 195.OV V 19,,.0 19,,.0 Z _I 84' 195.0 145.0 110.E 165.9 195.0 195.0 f Q uJ D C 3B-3/a" 195.0 195.0 151.9 195.0 i 95A 195.0 W p I g o 0 24' 195.0 145.0 154.8 154.8 195.0 195.0 19-1/8" 50-5/8" 195.D 195.0 ?53.5 191.9 195.0 1,95.0 l 1 00 28' 195.0 ss.D 132.7 132J 195.0 195.0 j '� z n a u 30" 195.0 ! 195.0 123.8 ?23.8 195.0 195.0 l �'" 195.0 195.0 123.3 ?55.0 195.0 195A I .� U p1 H I 74-1/4" i95A 195.0 130.8 19s.0 195.0 195-0 �C 36" 193.6 195.0 1032 137.6 I 195.0 195.0 l 26' 195.0 195.0 107.8 161.8 195.0 195.0 mJm ! J 42" 161- 1 195.0 88.5 117.9 195.0 195.0 a C 38-3/8" 195.0 ?95.0 10_.5 146.1 19a0 195.0 48" 193.6 195.0 103.2 129.0 195.0 195.0 P✓1 3� 26-1/2" 50-5/8" 135.0 i95A 110.8 138.5 195.0 195.0 U 54" 172.1 195.0 91.7 137.E 195.0 195.0 { 1 C '1 t 63" 167.0 195.0 89.0 1 155.8 195.0 145.0 li 222JJJ - so' I 154.9 195-0 82.6 123.E I 195.0 195.0 u ! f- 74-t/4" 177.1 195.0 94.4 151A 195.0 195.0 n 66- 176.0 i 195H 93.8 131.3 195.0 195.0 j O 47 0 25" I 195A 195.0 115.9 154.5 1950. 195.0 �- 72" 151.3 195.0 86.0 1ffi4 t95.0 i95A 1 I 1 Ali p I 38-3/8` 147.3 195.0 !, 76.5 104.7 195.0 195.0 1 ! i U O LJ 78" 148.2 195.0 79.4 127.0 195.0 195.0 1 ' 37" w W JE 50-5/8" 148.8 186.0 79.3 99.2 1S5.0 195.0 I 0 0_ LL 24' 195.0 195.0 129.0 172.0 195.0 i 95A I O L0 1 63" 179.6 195.0 t69.2 .6 111.6 181.4 195.0 0' U V) 28" 1s6.0 195.0 11 C.5 !, 147.4 195.0 195.0 ANCHORS W/O SHEAR CLIP ANCHORS SVTi'E SHEAR CLIP ICI C � 26° 191.5 i95.0 .1 136.1 t95.0 �� 795.0 p �N 30" 193 6 195.0 103.2 137.6 195.0 195.0 42" 38-3/8" 129.7 173.0 922 195.0 195.0 j r 36" °61.3 195.0 56.0 114.7 195.0 95.0 N N M W 36. 150-5/8' 1311 163.9 .9 87.4 195.0 1 195.0 Q 3 I 42' 1383 184.4 73.7 98.3 195.0 145.0 26" i95A 195.0 107.6 161.4 195.0 195.0 [O -0 3 48" 161.3 195.0 86.0 107.5 195.0 195.0 195.0 53-1/8' 138-3/8' 136.7 195.0 72.4 109.3 195.0 N L Z 54" 143.4 195.0 1 76.4 114.7 195.0 i95A u� 60" 129.1 193.6 68.8 103.2 I 195.0 195.0 TYPICAL ANCHORS: SEE ELEV, FOR SPACING III �' � _ 00 24" 195.0 195.0 110.5 147.4 195.0 195.0 i W C.7 O C _j Ii TYPE 'A'- 1i4" DA. K.WIK-CON if BY 'HILiT' (Fu=^,63 KSI, Fy=157 KSI) U1 U ^-- r41- II 28' 177.8 195.0 94.8 126.4 195.0 195.0 U 30" 1/4" DIA. ULTRACON BY ''ELCO' (Fu=177 Ks.. Fy=155 KSI) 165.9 195.0 88.5 117.9 195.0 195,0 I�� 42" 361. 13a.3 154.4 73.7 98.3 195.0 195.0 INTO 2BY WOOD BUCKS OR .WOOD STRUCTURES I f 42' 118.5 158.0 63.2 84.2 179.8 195.0 1-1/2" MIN. PENETRATION INTO WOOD 48. 138.3 172.9 73.7 92.1 195.0 195.0 THRU iBY BUCKS INTO CONC. OR MASONRY 11 ILL 54" 122.9 184.4 65.5 98.3 1 186.4 195.0 GIs 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 24" 195.0 195.0 129.0 161.3 1 195.0 195.0 C� N NIK 26' 195.0 195.0 110.6 138-2 195.0 195.0 TYPE 'B'- 1/4" DIA. KWIK-CON 11 BY 'HILTI' (Fu=163 KS1, Fy=157 KSI) o o o ¢ 30" 193.6 195.0 103.2 129.0 145.0 1 195.0 1/4' DIA. U LTRACGN BY 45" "ELCO' (Fu=177 KSI, Fy=155 KSI) 36" 161.3 195.0 56.0 107.5 195.0 i 195.0 DIRECTLY INTO CONCRETE' �Iz 42" 136.3 172.9 73.7 92.1 195.0 195.0 4e" 121.0 1st.3 54.5 80.6 163s 195.o 1-3/4" MIN. EMBED INTO, CONCRETE >{ 24' 195.0 195.0 114.7 172.0 195.0 195.0 TYPE 'C'- #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) mac+ - oo o ,n 28' 184.4 195.0 98.3 147.4 195.0 195.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS 54" 30" 172.1 195o 91.7 137.6 195.0 195.0 OR O = 0 6 36" 143.4 195.0 76.4 114.7 195.0 195.0 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) N. EXTEND BEYOND 24" 122.9 195.0 63. 98 195.0 195.0 ALUMINUM: 1 81" THOK. MIN. (6 63 T5 MIN.)AL THICKNESS JH n 9 ' s``�NY 24" 193.6 195.0 103.2 / U U 00 . • 60" 28" 165.9 195.0 88.5 13z.7 t9s.o 195.0 STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 2Q1J ��° v®OB�E� 30" 154.9 195.0 82.5 123.8 195.0 195.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) c a PRODUCT REVISED a �0592 36" 129J 1 193.5 65.8 to3.2 1ss.o 195.0 TYPICAL EDGE DISTANCE as complying with the Florida s e y d a 24" ?95.0 195.0 117.3 164.2 ?95.0 195.0 Building Code s m ° INTO CONCRETE AND MASONRY = 2-1/2" MIN. 17-091806 ° 66" 28' 188.6 195.0 100.5 14.7 195.0 195.0 NOA-No. . �' m INTO WOOD STRUCTURE = t" MIN. � 30' 176.0 195.0 93.8 1 131.3 195.0 195.0 INTO METAL STRUCTURE = 3/4" MIN. Ex i ation Date 10/ 1/2023 m® '•• TATE OF � drawing no. 24" 195.0 195.0 107.5 1 150.5 195.0 195.0 i�� OIR40I';.•°• O�� WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. By �� g� W991 04 72" 30" 161.3 195.0 195.0 1s5.o a6.o 172.9 195.0 (! t2o.4 1s5.o ts5.0 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. Miam' a Pro ue ont �77 NAB sheet 6 of 7 C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS frn = 2000 PSI MIN. ® l¢CV80191 t ALUMINUM BUCK INSTALLATION/AAN ALUMINUM BUCK /4NSAn cRcxsONANCANCHORS OHS f`.LUMEE TO LOWER APPLICABLE fvAL6 OR WWDOW GAPAL)C ES AILS - fl��! PERFORMANCE VALUES OF PERFORMANCE VALUES OF i " ANCHORS II U UES- WINDOW DIMS. INTO MASONRY INTO WOOD WINDOW DIMS. INTO MASGN'RY .INTO WOOD f Z R j WIDTH HEIGHT EXT.(+)/TNT.(-) EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-) , EXT.(+)/INT.(-) O F h q z 0 14 " 195 5 "24 195.0 19 .0 24 . CG Z ^1 !4 I IF. m � Nla j 28' 195.0 195.0 28" 190.3 125.9 i Q fi! 3C" 195.0 195.0 ;0" 177.6 118-4 a C: � O O ii `. cCJ i 36" 195.0 t95.0 4$" 36" 148,1) 98.7 NOTE: - ` �„ IN x I i 4.2' 195.0 169.1 42" 126.9 84.6 ALUM BUCK ANCHORS TO BE NIC 11 p F a II �" CONCRETE AT HEAD & SILL. �- O m !! 195,0 ?49.0 48" 111.0 74.0 C J L1 24• MAY BE INTO FILLED CMU AT JAMBS. F 54" 195.0 131.6 24" 195.0 131.6 O m 60" 177.6 i18. 28" 169.1 112.e Q O 86" 16L„ 107.6 54" 30" 157.S 105-2 S I 72" 148.0 ' 98.7 36" 131.E 1 87.7 t ' 5 `aM` N O 7H' 136.6 91.1 42" 112.8 75.2 fl 2_I 64" 126.9 84.6 24" 177.6 1 118.4 fl 24' 195.0 195.0 60" 28" 1522 t01.5 Iry�I !j ' j I Q W M r 28' 195.0 195.0 f 30" I 142.1 94.7 30" T95.0 19s.0 36" 118.4 78.9 L. 36' 195.0 169.1 24" 195.0 134.5 � 0 AT " F 'V t Q #14 SMS _ I 42• 195.0 145.0 66" 29" 173A 115-3 #1 6 FROM ENDS IL (} #1 6" FROM ENDS z U T 46" 190.3 126.9 1 30" 16L5 107.6 2." O.C. MAX. AT JAMBS �24" C.C. MAX. AT JAMBS 28" - 17" O.C_ MAX. AT HEAD/SILL ¢ I,y o it 17" O.C. MAX. AT HEAD/SILL � 5a" 169.1 11LB 24" '85.0 123.3 !� 0 60" 152.2 i0"- 72" 28' 1-8.6 I 105.7 r,I I,- I O oil 1 � iIiII < iv=r 1 III (II 66" 138.4 92.3 30" i489 i o f \ I�� 98.7 Q V� UI W Q X 72° 126,9 84.6 24" 170.8 113.8 O i � �- s z 79 117.1 78.1 I 78' 28" 146.4 97.6 I \ \ N o- O = 84" tGeJ 72.5 30" 136.6 91.1 24" 195.0 195.0 24" tS0.3 t26.9 n G 3 N 25" 195.0 195.0 B4" 28" 163.1 108.7 4. >L- O30" 195.0 189.4 26" 195.0 195.036" 195.0 157.9 38-3/8" 195.0 ':95.0 c - c '° n 1/4" CIA. KYJ;K-CON/ULTRACON #14 SMS 1 " n IN. CONC. EMBED 1 1/2" MIN. WOOD EMBED42° 195.0 135.3 '.9-1/8" 50-5/8" ?95.0 175.1 PRODUCT REVISEDAT 6" FROM ENDS AND w o a w ,I l 30° 48' 195.0 118.4 6� 195.0 14i.S 2 1/2- MiN. as complying with the Florida. 24" O.C. MAX. AT JAMBS L - 54' ?95.0 1052 74-1%4" 180.1 120.1 EDGE DIST. Building Code 1" MIN. 17" O.C. MAX. AT HEAD/SILL O 60" 177.6 94.7 26" 195..0 195.0 koa-�io. 17-0918.06 66" 161.5 85.1 38-3/8" 195.0 167.7Expiration Date 1013112023 INSTALLATION TYPE INSTALLATION TYPE '6' 7� 143.0 78.9 26-1/2" 50-5/8" 190.6 127.1 'w w m �+ INTOIMASONRY `BY 2BY WOOD BUCK OR WOOD STRUCTURES Miami-Cade Product Control 76" 136.6 72.9 63" 153.2 102. 24" 195.0 195.0 1 74-1/4" 130.0 86.7 o � � SIT 25 195.0 169.1 2C 1-95.0 177.2 TYPICAL INSTALLATION DETAIL 30' 195.0 157.9 37" 38-3/8° 735.1 1za? ON ALL FOUR SiDESASING ALUMINUM BUCK SYSTEM E 5 < c � '.....U U U Q U 36" 195.0 131.6 50-5/8' 102.4 91.0 4o zz o o 36" 42" 195.0 112.8 63" 82.3 73.1 j 48' 185.0 98.7 26" _185.2 123.4 - - - - - 53-1/e' n c r m 54' 164.4 B7.7 36-3/8" 125.4 93.6 C � � o in 0 0 ^ 60" 148.0 78.9 4 o n n o o 0 0 0 0 24" 190.3 169.1 .845 a�iio z 28" 163.1 145.0 845 �.065 PRODUCT REVISED Qj as complying with the Florida b1ACI B6f Ofa 30" 152.2 135.3 1 .065 ! 592 Building CodeEli PIP 42" 36" 126.9 112.8 1.125 `� �l�\,•'`�yGBA°SF`°�,�� i II I o 42 108.7 96.7 .56� Ex irati rt Date 1D 1l2023 0 i 48" 95.1 84.6 e o.`TOP2 0 a I�-1.436� I By e 54' 84.6 75.2 125 .903 I� mia - ade Product Cont of m 9 ! y t ALUMINUM TUCK OPTIONAL COVER JAN 08 2019 �oT �® drawing no. 6063-T6 6063-T6 � �� ®�9®a' �� N(99-04 sheet7 of: 7 MIAMI.DADE 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.eov/ecmmmy 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 150" Aluminum Sliding Glass Door w/wo Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No. W10-31 Rev M,titled Series "Sentinel 150 Alum Sliding Glass Door (L.M.I.)", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and last revised on 07'27/17, 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 and series and following statement: "Miami-Dade County Product Control Approved",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 perfo,-mance 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 No. 15-0619.06 and consists of page 1, this page 2 and evidence pages E-1, E-2, E-3 and E-4. as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P. E. MIAMI-DADE ,i CO � NOA No. 17-1011.18 / Expiration Date: September22,2020 Approval Date: November 22,2017 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. 2. Drawing No. W10-31 Rev L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by AI—Farooq_ Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test per FBC, TAS 202-94 along with marked—up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets & 135' and 90' corners, prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated 12/07/15 respectively, both signed and sealed by Joseph A. Reed, 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 7500FW Vinyl Flange Frame Impact Fixed Window, to qualify DuPont"Butacite"PVB interlayer, Dmraseal® and Super Spacer(K insulating glass spacer,prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WA dated 03/03/15, signed and sealed by Ramesh 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 7400DO Vinyl Impact Flange Frame Project Out Windows, to qualify DuPont `Butacite" PVB interlayer, Duraseal(K and Super Spacer® insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WB dated 03/03/15, signed and sealed by Ramesh Patel, P. E. 4. 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 Flange Frame Window with Vent to qualify DuPont`Butacite" PVB interlayer, 17 Jorge M.Plasencia,P.E. P oduct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-1 CGI Windows and Doors,inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) Duraseal® and Super Spacerk insulating glass spacer, prepared by Certified Testing Laboratories, Test Report No. CTLA-3056 WC dated 04/16/15, signed and sealed by Ramesh Patel, P. E., with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel,P.E. 5. 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 6-panels Alum SGD w/ Pockets & OXXX,prepared by Certified Testing Laboratories, Test Report No. CTLA -3011-W& -W-1, dated May 22 & 23, 2014 respectively, both signed and sealed by Ramesh Patel, P. E. (Note: These test reports have been revised by an addendum letter dated 09/24/14, issued by Certified Testing lab.) (Submitted under previous NOA# 14-0627.15) 6. 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 Alum SGD, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-1208-090, dated July 30, 2010, signed and sealed by Vinu J. Abraham, P. E. (submitted under files #12- 0119.04/11-1031,05) along with marked—up drawings and installation diagram of Alum. SGD (OX) prepared by Architectural Testing, Inc., Test Report No. ATI—00733.03-450-18, dated 08/09/12, signed and sealed by Vinu J. Abraham, P. E. (Submitted under previous NOA 413-1121.0 8 1912-0 8 21.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, conformance to, complying with FBC-2010 and with FBC 5' Edition (2014), prepared by Al—Farooq Corporation, dated 02/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300- 09. orge M.Plasencia,P.E. Prod-ct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-2 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. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core" dated 06/19/14, expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company (NIA) "Saflex Clear and colored glass interlayer", dated 03/17/16 expiring on 05,121/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5" Edition (2014). and of no financial interest, dated 02/24/16, signed and sealed by Javad Ah_mad, P. E. 2. Laboratory compliance statement,part of above referenced test reports. G. OTHERS 1. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I., approved on 03/05/15 and expiring on 09/22/20. 2. Test proposal for the qualification of Butacite© PVB glass interlayer by Kuraray America, Inc., as well as DurasealOO and Super Spacer® Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. 3. Test proposal # 14-0198, approved on 02/26/2014, signed by Ishaq I. Chanda, P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal # 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2009 and E- mail test proposal dated 07-19-2010, approved by BCCO. (Submitted under previous NOA# 14-0627.15) Jorge M.Plasencia,P. E. Pro net Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-3 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10 31 Rev M, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al Farooq Corporation, dated 05/20/10 and last revised on 07/27/17, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0 712.03 issued Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core"dated 09/07/17, expiring on 12/11/18. 2. Notice of Acceptance No. 17-0712.05 issued Eastman Chemical Company (MA) "Saflex Clear and Color Glass Interlayers", dated 09/07/17 expiring on 05/21/21. 3. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol©Ultraclear, Clear and Color PVB Glass Interlayer" dated O1/19/17, expiring 07/0S/19. F. STATEMENTS 1. Statement letter of conformance to, complying with FBI'" 51-' Edition (2014) and FBC 6t" Edition (2017), and of no financial interest, dated 09/14/17, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA 915-O619.06, expiring on 09/22/2020. rge M.Plasencia,P. E. Prod ct Control Unit Supervisor NOA No. 17-1011.18 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-4 �I U L Z q n / 0 F M Z' O V o GW�+` v0 � W LL 0 � yL`"- cf o' M o pae< x ti 0 it i0 Q � In r LL i 0 zW M Q w o �Tj O � U � pIC I O — M p OI N N 0 0 0 o U L] z � N J Cn � i C U M M THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. J SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SLIDING GLASS DOOR U 0 DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. w � m E s APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED Ui U101o BY BUILDING OFFICIAL. a wlw � N o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE � Q I REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). c !BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS " TO THE BUILDING STRUCTURE. - LAMINATED GLASS ANDvc aNc oRs sHAL BE coRRosIQN RESISTANT, SPACED as sHowN oN DETaILs INSTRUCTIONS: LAMINATED INSULATING GLASSN AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE USE CHARTS AS FOLLOWS. LAIZGE/SMALL MISSILE IMPACTU MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 0 STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. USING APPLICABLE ASCE 7 STANDARD. `�� .•�Ci1�9%�ii N n MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT STEP DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 13 PRODUCT REVISED J� ��'• OEPJsc•-�� \ o 2 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR THE GLASS TYPE AND REINFORCING TO USE. as complying with the Florida _ �\ a REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. Building Code 4 oty05R2 _ B a la STEP 3 USING CHARTS ON SHEET 15 SELECT ANCHOR OPTION NOA-No. 17-1011.1 S _{7 E tr-ol m `u THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED _ FOR A SLTE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY IN STEP 1 ABOVE. Expiration Date 09/22/2020 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ��®•• n�c OR ��\ drawing no. WATER INFILTRATION RESISTANCE ETC. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 By CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SHALL APPLY TO EMIRE SYSTEM. Miami- a Product Control AND TO BE REVIEWED BY BUILDING OFFICIAL TYP. . . . . . . . . . . . m 3 4" 3 TRACK Q 1- M Z \ z AX. HEAD ANCHORS z M < M 282 13/16" MAX. DOOR FRAME WIDTH Q C. -9 - 20 �. 00 ` p o HEAD ANCHORS/ HEAD MAX. Q m N ANCHORS IN PAIRS 2, 3 OR 4 PAIRS �xC 48 1 8 AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 IL p F L NOM. PANEL WIDTH /�AT 3" O.C. 6„ MAX_ X! ❑ �y 1 13/16^ FALSE MUNTIN SEE CHART ON SHEET 15 HEAD/SILL �i Q CORNERS O n sss�/ / 1� FOR CAPACITY MIN. OPTIONAL I /� CJ Qy0 (00FE 1$ Y^ K z N REINFORCING AT INTERLOCKS S -� -=ILL OPTIONAL 4 2 M Q IX SEE SHEET 13 M k Q W 01 2 f✓ H OH /, - FOR CAPACITY G I12 1/8°. I m 0 LL. OPII 2 POINT 42 1/8" 1 C e SINGLE LOCK I D.L. OPG. I o > o I' i. I SEE SHEET' 24- FOR DESCRIPTION X o @@@ /�. N 4UIQ O M 0 O W z X o m N C 3 = I 0 = N o N •' � � 4 II W I zK I t 0 Ny M J I f Q OQU Um z J a B d F ar1 ZN X I = OO w � �— M Oj rl POCKET JAMB 7r X (SEE SHEET 6, 8, 11 O ©w SILL TYPE 62 ANCHORS 4g 1 g' 2, 3 OR 4 PAIPC. 48 1 8 PANEL WIDTH & 2 JAMB ANCHORS / & DETAIL M ON 1n OCKET o AT STILE ENDS INTO GGNC. �' N U p AT 3" O.C. PANEL WIDTH SHEET 23) 3 TRACK SEE CHART ON SHEET 18 ( �� JAMB ANCHORS FOR CAPACITY o a g '=' z 61-1 14 Z TRACK z O MAX_ TYP. SILL ANCHORS z M C ni M f l c^i ° � aoo Li �I (1) WEEP CLUSTER (2) VEr3 CLUSTER (2) WEEP CLUSTER (2)WEEP CLUSTER (2) WEEP CLUSTER (2) VEEP CLUSTER (t) WEEP CLUSTER vycEMSF•!�® v1 li TYPICAL ELEVATION PRODUCT REVISED = r TESTED UNIT as complying with the Florida _ 50592 m u a I y Building Code NOA-No. 17-1011.18 IIIIII drowin no. D.L. OPENING Expiration Date09/22/2020 � STATE OF � �a�� 9 D.LO HEIGHT = DOOR FRAME HEIGHT — 9 11/16" / F<ORl9P. ' �� W10-31 D.L.O. WIDTH = NOM. PANEL WIDTH - o""" Miami a Product Control �� ®�� PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" ///1111111t I" sheet 2 Of 28 II �6 3 TYP. 2 TRACK to HEAD ANCHORS IZ Win % \ - MAX. Z M ¢ m 190 9/16" MAX. Q N a DOOR FRAME WIDTH Q! 0 chi N o 14" MAX. w N ` m U ANCHORS IN PAIRS HEAD ANCHORS J a A7 HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS HEAD SILL O - AT STILE ENDS SEE SHEET 15 6' MAX. F O i7 u AT 3" O.C. HEAD/SILL ¢ I 0 U W SEE CHART ON SHEET 15 p ui T! 1 13J76" FALSE MUNTIN FOR CAPACITY CORNERS d a MIN. OPTIONAL 1 \ �'1 ' e \ ` \ ____ 0 N N p o REINFORCING I ( O --- I ( AT INTERLOCKS ! J Z CD a w - QwmE OPTIONAL Q G 1 i H Oil `SEE HEEK 13 r < f ,I i� t I / FOR CAPACITY i -r---r! M �= i III III 2 POINT 42 1/8" j 42 1/8" o C I! SINGLE LOCK N D.L. OPG. D.L. CPG. ¢ SEE SHEET 24 ¢o Iri > ,N„ UJ ,o < x Io II III FOR DESCRIPTION z z 0 o Lo // x ! o C - oon N �o x II li z�i O n m o z¢U B1 � oa _j LJ g ( I \I O 'Ef N m SILL TYPE B2 ANCHORS 48 1/8" I f � IT 2 TRACKZ 2, 3 OR 4 PAIRS 46 1/8" POCKET �j Ii JAMB ANCHORS in 'o AT STILE ENDS PANEL WIDTH PANEL WIDTH JAMB ANCHORS '� iN AT 3" O.C. SEE CHART ON SHEET 15 FOR CAPACITY o w 2 TRACK z SILL ANCHORS I � Ni a �6„ 14" 3" z z MAX. TYP. D_L OPENING D-LO HEIGHT = DOOR FRAME HEIGHT - 9 11/16" D.L.O. WIDTH = NOM. PANEL WIDTH - 6" B 1 D 1 III PANEL HEIGHT = DOOR FRAME HEIGHT -1 3/16" lV� O (11 w�ttustn (2) WSIM (z>r,�m ausnx (2)xfm aus� (i)vmk=-�lalmw �``� ��G . . °�✓y ��i� •m PRODUCT REVISED as Complying with the Florida Building Code •. f (TESTED UNIT) o.q'yryp C j ;; o a NOA-No. '17-109'1.18 - :e TYPICAL ELEVATION Expiration Date09/2212020 u IE OF drawing no. �� '• A- S�� MiMi ' <oaoP.: ems;ami-Dp a Product Control �� a� e W10-31 REFER TO PAGES 14, 15, 17 & 18 FOR WEEP SIZE. sheet 3 of 28 , IZ mti � ro 74" EXTERIOR EXTERIOR 3 TRACK z MAX. HEAD ANCHORS Z ru ¢ iO 149 5/16" 146 9/16" 97 3/4" Q N a M DOOR FRAME WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH G. � O�.V U HEAD ANCHORS 14 MAX. HEAD ANCHORS w Cq N FALSE MUNTIN HEAD/SILL 2 OR 4 PAIRS 9. w ANCHORS IN PAIRS A, 3 OR 4 PAIRS OPTIONAL 48 1/8" AT CORNER STILE ENDS 6" MAX. AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 15 SEE CHART ON SHEET 15 HEAD O �i y ro " x NOM. PANEL WIDTH F-AT 3" O.C. 1 5' FOR CAPACITY SILL 1` A C YE g - SEE CHAR ON SHEET 15 - . 1 13/1„ Q p >FOR CAPACIT F MIN. �_ \ r GGG I ` / I 0 =0 _\ Z < w Q w in LL w I I I \\C 11 REINFORCING I � � � Z E IS F i1 Ili AI INTERLOCKS !� I ..f O` m 6 .i OPTIONAL I Q w ami 2 r � IrI SEESHEE IIII H ' ' H 0 , 73 � < ¢ I FOR CAPACITY P ii H ON 0 o = -j`==-Ij-" ( ( DOUBLE LOCKS n ¢2 POINT U o zG s l .k2 1/841 i ( SEE SHEET 2 3 m o = U o f L. OPG :� FOR ( 42 1/B" :I 42 5/8" 0 01 .,' __- DESCRIPTION ( 2 POINT I o p m I --- T--- ! q = m w / D.L. OPG. DOUBLE LOCKS D.L- OPG. I x N N m i xd ¢ SEE SHEEP 24 �i O o Q FOR DESCRIPTION 1- n ~C II III I a la D ✓ ! Y' I ¢ D S N o ¢w II II x C M ro 7M z � �� ( oz� =ir===rtli ��cJi I �zU ocwi FcI OZW o n ¢ ¢ CD ��____� /P 48 1/B'• 48 1f8" �z i 1 POCKET SILL TYPE B2 ANCHORS SILL TYPE B2 ANCHORS / 48 1/8" 48 1f8" ¢� JAMB ANCHORS 2 OR 4 PAIRS, 2. 3 OR 4 PAIRS PANEL WIDTH PANEL WIDTH ;� o w l AT CORNER STILE ENDS. AT STILE ENDS J PANEL WICTH PANEL WIDTH 3 TRACK U v=, SEE CHART ON SHEET 15 AT 3" O.C. JAMB ANCHORS FOR CAPACITY SEE CHART FON OR CAPACITY 15 w _ z !y W [J U Z 14" 3„ EXTERIOR EXTERIOR 3 TRACK MAX. TYP. SILL ANCHORS n nl ro (TESTED UNIT) TYPICAL ELEVATION I-g o'o im o O PRODUCT REVISED I as complying with the Florida Building Code Not%D3g2 m a a NOA-No. 17-1011.18 = g J Expiration Date 09/22/2020 �� • ' �C drawl�n n�o, OFBv W1 0 1 Mi mm a Product Control i� '7 \�\\\ sheet ¢ of 2$ DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED 4 y { cANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND t35' CORNERS Sal M SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 L % o _ ARE PRESENT. Z m f ^L FOR DOORS USING 90' & 135' CORNER STILES C m z LIMIT MAX. DESIGN LOADS TO ±60.0 PSF I: w N a 10 0, S o I' PRODUCT REVISED O W N m 0, as complying with the Florida IN Building Code La NOA-No. 17.1011.18 Q.' C l= 4 XXX (SHOWN) © EXTERIOR © Expiration Date 0 9/2 212 0 2 0 (Qj w fl U) xx XOXO By ^y a 0 K Im P XXX (REVERSE) Mia i-Da roduct Control Q a fl p FRAME WIDTH aS DOOR FRAME WIDTH to N p '� NON-REINF. tNTERLOCKs SEE CHART ON SHEET 13 , IaL Z 0 j I4 O M i H. J 1 I H V r III Q w Obi E r w L H. r A 0 4 L U of M H H J1 H H L N m x (SHOWN) 0 XXXXX ( } O O EXTERIOR NOM. PANEL WIDTH 5 "' OXXXXO 90' CORNER DETAIL `0' ON SHEET 22 �' �j III 135' CORNER DETAIL 'P' ON SHEET 22 z r0 W V OPTIONAL IN LIEU OF JI o CFO DOOR FRAME WIDTH FRAME WIDTH � = I C PANEL WIDTH I '' W N 0 _� H J II H z 'Up J °i H JL O b a t N W �o� XXXXXX (SHOWN) 0 C EXTERIOR 99 CORNER DETAIL '0' ON SHEET 22 '�- 135' CORNER DETAIL 'P' ON SHEET 22 NON-REINF. INTERLOCKS w w w OPTIONAL IN LIEU OF J SEE CHART ON SHEET 13 - s FRAME WIDTH u e DOOR FRAME WIDTH PANEL WIDTH �c Wrc a i H Y G H 'OH - y u u 9 OH XXXXXO(SHOWN) © 0 EXTERIOR OH O O `1111IIILtl4 OXXXXO 90' CORNER DETAIL '0' ON SHEET 22 VNIN-REJNP. INTERLOCKS 135' CORNER DETAIL 'P' ON SHEET 22 SEE CHART ON SHEET 13 Fy,IS OPTIONAL IN LIEU OF J1 o e�.7 S2 S o a s NOTE: APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON-POCKETED DOORS (NON-REINFORCED SHOWN) >rE aF • �/ drawing no. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 6 SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS \i .•'°��, W10-31 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. /i �T •�•-•• THREE (3) TRACKS 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 1 if Iilk sheet 5 of28 DOOR FRP.ME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED 4 y DOOR FRAME W. ANEL WIDTH NON-REINF. INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o r---- ¢ ARE PRESENT. Z m j L FOR DOORS USING 90' & 135• CORNER STILES F M 1z LIMIT MAX. DESIGN LOADS TO ±60.0 PSF m Ia `$ toa PRODUCT REVISED a0 as complying with the Florida W0 a Building Code o M 17-1071.18NOA-No. ry0 oo! a w `---- L O HH EX RIOR OH Expiration Date 09/22/2020 Q u y n PXXX(SHOWN) By f 'per 0 > M XXXP DOOR FRAME WIDTH Miami- a roduct Control a Z C M oo DOOR FRAME WIDTH Q C O m ANEL WIDTH NON-REINF. INTERLOCKS 14 N G w i SEE CHART ON SHEET 13 1 1 (! I I Z to _fD d t C H m0 I C OH ZM 0O 1 O0 Ia th a o. M I I _____J I � C � PXXXXXXP (SHOWN) O EXTERIOR O ® OH O g N ! 90' CORNER DETAIL 'O' ON SHEEP 22 vi 135' CORNER DETAL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J O DOOR FRAME WIDTH o e H � DOOR FRAME WIDTH NON-REINF. INTERLOCKS I j CHART ON SHEET 13 p I z H `4 JJ ,H Vp a' O % l % % I p J N O o W 2 -0 a _ a w o M — x 1 �I N it ILA I L ° L_ I PX�XXXX(SHOWN') M O EXTERIOR O O O PANEL WIDTH ^ 90' CORNER DETAIL '0' ON SHEET 22 XXXXXXP POCKET CAVITY NOT BY CGI 135' CORNER DI 'P' ON SHEET 22 NOT PART OF THIS NOA OPTIONAL IN LIEU OF J N c o z o_ s DOOR FRAME WIDTH os- DOOR FRAME WIDTH NON_ S SEE CHART ONTSHEET K13 W z W Qi4 r N Zi W v O i i � H III 'i I ij I I I r� J H , U j iti I r I Q V P U C a) 1 0 t o Q M i, N 3 L Lli' L O O O PANEL WIDTH O`�9i119111pi1� 1-0 PXXXXXO(SHOWN) EXTERIOR 90• CORNER DETAIL '0' ON SHEET 22 1AN4OXXXXXP 135• CORNER DETAIL 'P' ON SHEET 22 - - �� Ohs' ..110 OPTIONAL IN LIEU OF J �° 4 I x APPROVEDAPPROVEpCONFIGURATIONS ! POCKED DOORS (NON-REINFORCED SHOWN) Ul FJ Y 22 �, a SEE SHEET 13 FOR DP AND REINFORCING OPTIONS NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 5c3 t I i 9ZCI O THREE 3 TRACKS 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. % � '• ATg oP =ig3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. %�� '' •a1 POCKETS SBE RENEWED BY AHJ. AND O ARE NOT PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 000R MAX. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED p u 0 REINE, INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS M v SEE CHART ON SHEET 13 WHERE Sl€LE CONFIGURATIONS SHOWN ON SHEET 22 i K1 ARE PRESENT. z IIf FOR DOORS USING 90' & 135 CORNER STILES d F W z H Li - LIMIT MAX. DESIGN LOADS TO t60,0 PSF w m v m O o; PRODUCT REVISED Q , o °� o� as complying with the Florida �+ K1 HO EXTERIOR G1 Building Code B. Gi w XO(SHOWN) NOA-No. 17-1011.1 S X D = �- h OX Expiration Date 09/22/2020 @ w 4t � yrx By Miami-Dade Product Control Q DOOR FRAME W. MAX. FRAME WIDTH / Q M No C I REINF. INTERLOCKS N p ` SE€ CHART ON SHEET 13 w a I ZoE P Li K1 w � LL I I O If pn�lll p L1 U m il! 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DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. ��///®�` � A1�1��\ Ishee�2 FDOOR RAME POCKET CAVITY NOT HY CGI u NOT PART OF THIS NOA DOOR FRAME WIDTH �� n WIDTH� DOOR FRAME WIDTH DOORS E NON-REINF. INTERLOCKS Ti-- j { ---- I SEE CHART ON SHEET 13 z M wi a, H V (I to I c+ 'l Gi I rr I Q 2 N I �� iorno) iv P J Idrnlo d' o0 ` M u of Ia °a [r ja P la iO jN o M H U �' Q m x• M K1 l 0 1 M Li L-- EXTERIOR O G 0 8 N M LL EXTERIOR K1 ��__-- V n ui H PX(SHOWN) PXX(SHOWN) 0, 5 M ow M c XP XXP THIS APPROVAL. QUALIFIES DOORS WITH APPROVED 0 D c { a CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS m y O f0! WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 w j u. n ARE PRESENT. LL z_ c M DOOR FRAME W. DOOR FRAME WIDTH FOR DOORS USING 90' & 135' CORNER STILES ..I O m Q ,_i ---- ---- LIMIT MAX. DESIGN LOADS TO ±60.0 PSF w 0) E.i" = 1 r NOTE: Jt 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. J 10 rn 0., 1 b 0 10 of 2. FOR .APPLJCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13, o o CM 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23, vi j j I--- --� 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 5 p a `---- ' ---- EXTERIOR01 �M 0 w PXXP SO' CORNER DETAIL 0' ON SHEET 22 0 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J, 0 = N c �� urn0i DOOR FRAME WIDTH DOOR FRAME WIDTH I w m I NON-REINF INTERLOCKS � z c z i° H 1 --� SEE CHART ON SHEET 13 I IFS H I f--- _ I 0 J c (C) � � F ID 0 G" it b ail 01 Ip rn rr is ai is ai EXTERIOR PXXXXP 99 CORNER DETAJL '0' ON SHEET 22 u u o m 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J1 O �I4rc w , z QIa DOOR FRAME WIDTH DOOR FRAME WIDTH NON-REINF. INTERLOCKS i I �r-8 y it SEE CHART ON SHEET 13 1 I w — U ! u H Jill r'I J i ;L Q IYorn J % I O Y psi Iv % 'I / 10 - POCKETS ARE NOT PART OF THIS APPROVAL c c a `'' d rFi ' AND TO BE REVIEWED BY AHJ. O 0 1 o I M � i � Ki `__� n \ ++i+l]Il dlllee EXTERIOR I O Kl) •�J v)i' �p9 'i4 PXXXX(SHOWN) 4D" CORNER DETAIL '0' ON SHEET 22 PRODUCT REVISED 139 CORNER DETAIL 'P' ON SHEET 22 as complying with the Florida - _ PXXXO OPTIONAL IN LIEU OF J1 Building Code n 70 2 NOA-No. 17-1011.18XXXXP U �7 O OXXXP Expiration Date09/2212020 APPROVED CONFIGURATIONS — sT5 OF / drawing no. POCKETED DOORS (NON-REINFORCED SHOWN) BY �'> �� • :r<C tDP..•'��`�; W10-31 SEE SHEET 13 FOR DP AND REINFORCING OPTIONS Miami-Da Product Control '� �d I ALil��0� sheet $ of Q$ TWO (� TRACKS eunnu O THIS APPROVAL QUALIFIES DOORS WITH APPROVED �U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS !14 M WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �N o ARE PRESENT. Z 3 FOR DOORS USING 90' & 135' CORNER STILES a mp z LIMIT MAX. DESIGN LOADS TO ±60.0 PSF m LU 2 a pp ` p;U PRODUCT REVISED Oa w as complying with the Florida � Building Code O F DOOR FRAME WIDTH FRAME WIDTH NOA-No. 17-1 O 1'1.18 O t N n Expiration Date 09/22/2020 p j NOM. PANEL WIDTH M NON-REINF. INTERLOCKS 0 ET SEE CHART ON S 13 By �,�.� ® d O G �i t- I Miami-Da Product 0 = NH ''� CZ z 2H % Io � r V f7 t0 R Qmc, � r g 1 c , - XXXX (SHOWN) I XXXX /� p XXXO O ERIOR o c H L2 XXXX (REVERSE) U � EXT � O O o m N N >v S O OOf 7 LJ I V c 6 SN o ¢ Lo m DOOR FRAME WIDTH FRAME WIDTH NON-REINF. INTERLOCKS - "00 ^SEE CHART ON HEET 13 C Z H 1' H J1 H H 0::5 < H u H, �� ci b I I ( XXXX XXXX (SHOWN) - o o z 0 0 o n OXXXXXXO OH OHEXTERIOR 0J1 HO HO �H LZ 90' CORNER DETAIL '0' ON SHEET 22 EL WIDTH fitt` w 135° CORNER DETAIL 'P' ON SHEET 22 IN S a w t5 OPTIONAL IN LIEU OF J1 w m;c z p o' •ru.1 ��\1111111 fi�J NOTE: APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOP. ILLUSTRATION PURPOSES ONLY. f r �` O NON—POCKETED DOORS (NON-REINFORCED SHOWN) 2° FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 0, ATEi oz fy�; drawing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS 3, FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. � <aR10P•. �0�; W10-31 �91® FOUR (U TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. / °°Iy111I`1\ (sheet 9 of28 THIS APPROVAL QUALIFIES DOORS WITH APPROVED L� V CONFIGURATIONS SHOWN WITH 90' AND 135- CORNERS /h n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �11 0 ARE PRESENT. m 3� FOR DOORS USING 90' & 135' CORNER STILES m LIMIT MAX. DESIGN LOADS TO ±60.0 PSF PRODUCT REVISED p b M o as complying with the Florida 0 ly N Building Code a NOA-No. 17-1011.18 p ~ Expiration Date 09/22/2020 0 n; u l By - 00 o Miami-D�d Product Control 0 p, p C M 0C � 0110 N IL2N- m FRAME WIDTH i o f DOOR FRAME WIDTH J 2 0 Q NOM. PANEL WIDTH NON-REINF. INTERLOCKS Q w m F I SEE CHART 0 SHEET 13CH 0 (H d H L o G2 G ul f 1 L n vi f 0 M I 99� i J 1 a LL' iXXXXXXXX (SHOWN) LL � f - L � �I o v� OXXXXXXO fi —I rr�� G2 0 0 V EXTERIOR 0 G2 o = w o 90• CORNER MAIL `0• ON SHEET 22 3 N M 135• CORNER DETAIL •P• ON SHEET 22 OPTIONAL IN LIEU OF J w 2 C z-j O U O Q _j DOOR FRAME WIDTH NOM. PANEL WIDTH N U 7t IL! 9 H Hin I ioia � I m � Z w o XXXXXXXO (SHOWN) � I OXXXXXXO H J H H H -� 33 H H G2C � � � � EXTERIOR � 90' CORNER DETAIL •0' ON SHEET 22 c m r f 135' CORNER DETAIL 'P' ON SHEET 22 ° o o ry OPTIONAL IN LIEU OF J c A ^ O J.\ T F - .70562 y NOTE: a APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE'S ONLY. f tf II ^j .° ---� NON-POCKETED DOORS (NON-REINFORCED SHOWN) 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13, � ' r ATE OF drawing no. SEE SHEET 13 FOR Dp AND REINFORCING OPTIONS �i OR19t;.•'' �� 3. FOR ANCHOR DETAlL..S SEE SHEETS 15 THRU 23. W10-31 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. THIS APPROVAL QUALIFIES DOORS WITH APPROVED 4 U CONFIGURATION'S SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 �Y o ARE PRESENT. w m 3 FOR DOORS USING 90' & 135' CORNER STILES F h m z LIMIT MAX. DESIGN LOADS TO ±60.0 PSF I �;, z " a a e o PRODUCT REVISED 1% 0 NNo M, as complying with the Florida 0 m N Building Code I �-w DOOR FRAME WIDTH NOA-No. 17-1011.18 0 a N Z sh 1 TH NON-RDNF. INTERLOCKS Expiration Date 09/22/2020 (� - -h SEE CHART ON SH ET 13 _ I C, 0> in r-_ - y .. .J�`DOOR FRAME WIDTH ,I _ Fr Miami- a roduct Control 0 a. O D H LII H III r 0 � G ¢ I I VI () D HyU) o I l I UY LL ZO2 M 1 O G 4. a I Z M Q w pl H o�lM f 4 l 0 L I ! PXXXX (SHOWN) --- O ! U RIOR XXXXP M H EXTE � O — M] � � I L n 0O v 0 w o � x Of FRAME WIDTH NOM. PANEL WIDTH NON-REINF. INTERLOCKS ' = O =a o ¢ LO r c SEE CHART ON SHEEP 13 o f17 N DOOR FRAME WIDTH i I � w�! I — Lj I J -Y-�i 3 M' 0 H nm Y, l0 1 0 I I �oaQ U z< ° 0. � � c I M 4 III 1 _J I w.w w � !� x PXXXXXXXXP (SHOWN) � Q HD � � U' EXTERIOR � 0 �"% UIU O 90' CORNER DETAIL '0' ON SHEET 22 ' 22 ow w 135' CORNER DE(A�L F ON SHEET OPTIONAL IN LIEU OF J _ w o a u ¢ - y r0 � tt cw>(z iI 0 •> Flo o c o Obis � s O ``,\`1T i711111///4 o I APPROVED CONFIGURATIONS o i N POCKETED DOORS (NON-REINFORCED SHOWN) NOTE. a a t SEE SHEET 13 FOP. DP AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHFET 13. TATE OF : ` drawing no. FOUR (� TRACKS �% ¢ ° F<oRD*.•' W1 p-31 POCKETS ARE NOT PART OF THIS APPROVAL 4. DOOR SHA3. FOR LL MEET' EGRESS DETAILS SEE SHEETS AS APPLICABLE PER FBC. / /�11,O �'� �\`` sheet 1 of Q$ AND TO BE RENEWED 6Y AHJ. Jill \\` BIJIIII THIS APPROVAL QUALIFIES DOORS WITH APPROVED U CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. o m 3 FOR DOORS USING 90' & 135' CORNER STILES z m -:� LIMIT MAX. DESIGN LOADS TO t60.0 PSF F w �' m z a Qa � Nlo PRODUCT REVISED 0 N co as complying with the Florida 0 w N Building Code NOA-No. 17-1011.18 h Expiration Dale 09/22/2020 Miam�Fe Product Control 0 IL 0 p r`q� 0 OE O FRAME WIDTH IQ Z N LL NOM. PANEL WIDTH NON-REINF. INTERLOCKS i O 2 10, DOOR FRAME WIDTH SEE CHART ON SHEET 13 I J CS 2 Q u OMi 2 hw- H i •. i H F % 9 I o i it � O � j o M i. G2 f L K �I Lj o ILj 9 O a PXXXXXXXX(SHOWN) O F O 0XXXXXXXXP 0 n EXTERIOR G2 " -° OXXXXXXXP POCKET CAVITY NOT BY CGI 90' CORNER DETAIL '0' ON SHEET 22 J O =N o NOT PART OF THIS NOA 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J z � rzw i � O 1i' in v FRAME WIDTH �>I w � ¢ � NOM. PANEL WIDTH NON-RENF. INTERLOCKS /-SEE CHART ON SHEET 13 DOOR FRAME WIDTH j cl0 L p H EIR r al g lil H a. o w w Y v 3 S i H a CH Ia oe b 3 Q G {I s, �I BII I l 06 of oo. M lil a J 4 b a rv; z L EXTER40R �O L3 PXXXXXXXO(SHOWN) 99 CORNER DETAIL V ON SHEET 22 der `- 135' CORNER DETAIL 'P' ON SHEET 22 OPTIONAL IN LIEU OF J 5 o-� ��11 I.pg 1t�2j o SAH O APPROVED CONFIGURATIONS 392 POCKETED DOORS (NON-REINFORCED SHOWN) NOTE., [• f SEE SHEET 13 FOR DP AND REINFORCING OPTIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. _ n 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. ��°'•, f TATEOF drawing no. FOUR () TRACKS � 1o. �� 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. %G`,�.' i�� W1 0-31 POCKETS ARE NOT PARTBY AHJ.OF THIS APPROVAL AND TO BE REVIEWED B 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. I�IIIj11i sheet �2of28 DESIGN LOAD CAPACITY - PSF (CLASS) GLASS CAPACITY CHARTS �03 U U CT S TYPES GLASS TYPES IM 'A' & 'Al' 'B' & 'BI, NON. DOOR NUMBER OF INTERLOCKS INTERLOCKS PANEL WIDTH FRAME HEIGHT PANELS W/o REIN'F. WITH REINF. F h m Z INCHES INCHES ALLOWED EXT,(+) INT.(-) EXL +) INT.(-) L z % a 24-1/8 10 60.0 60.0 B0.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 O`. 0 Uil 36-i 8 10 60.0 60.0 80.0 E0.0 0 W / 80 NOM. PANEL WIDTH i1 42-1/B 10 60.0 60,0 80.0 80.0 r� 48-1/8 110 60.0 60.0 80.0 80.0 Qa W 54-1/8 9 53Z f 53.3 71.1 71.1 Ni ell 24-1/8 16 60.0 1 60.0 50.0 80.0 a0 ?M o 30-1/8 10 60.0 60.0 80.0 60.0 NOM. PANEL WIDTH 0 IL a 36-1/8 10 60.0 60.0 80.0 1 mo O e LE 1 84 Zd 042-1/8 10 60.0 60.0 80.0 80.0 � n 48-1/8 10 60.0 60.0 80.0 80.0 a W N E: o 54-1/8 9 53.3 53,3 71.1 71.1 24-1/8 10 60.0 60,0 80,0 80.0 Z i7 Q w 30-1/B 10 60.0 60.0 80.0 80.0 W m ~ NOM. PANEL WIDTH 36-1/8 90 10 60.0 60.0 80.0 80.0 �� 42-1/8 10 60.0 50.0 80.0 80.0 4B-1/8 9 60.0 60,0 I 80.0 BOA) 24-1/8 10 60.0 50,0 80,0 8OX Ir 30-1/8 10 60.0 60.0 80.0 I 80.0 36-1/8 96 10 60.0 60.0 50.0 80.0 j v`� 91 42-1/8 10 SOX i 60.0 80.0 80.0 O r oM 48-1/8 9 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH z ( , w 21- of GLASS TYPES x F- � I O S N o INTERLOCKS WITH REINF. I o 07 N EXI.(+) 1 1NT(-) J 30 n m 24-1/8 10 - - 60.0 60.0 30-1/8 10 - - 80.0 60.0 APPLICABLE FBC EGRESS z z L- o 36-7 8 10 - - 60A 60.0 REQUIREMENTS TO BE Co / 102 I REVIEWED BY AHJ. 42-1/8 10 - - 60.0 60.0 U < W 48-1/8 10 24-1/8 10 30-1/8 10 - - 50,0 'I 60.0 N m 36-1/8 10 - - 60A 60.0 42-1/8 108 70 80.0 48-1/8 10 - - 60.0 60.0 'C N = � o 53-1/8 9 - - 54.4 54.4 0 24-1/8 10 - - 60.0 60.0 30-1/8 10 - - 60.0 60.0 BIZ tO o_w 36-1/8 114 70 - - 60,0 60,0 °' 7 '. 42-1/8 10 - - 60,0 60.0 48-1/8 9 - - 60.0 60.0 NOTE: 24-1/s 10 - - 60.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE Ic v M r 30-1/8 10 - - 80.0 60.0 ES Ea.t BASED ON ASTM E1300-09 (3 SEC. GUSTS) 36-1/8 120 10 - - 60.0 50,0 AND FLORIDA BUILDING COMMISSION 42-1/e to - - 60.0 60.0 a DECLARATORY STATEMENT DCA05-DEC-219 48-1/8 9 - - fi0.0 60.0 ✓ 1111I1 0 c c PRODUCT REVISED 10 ro complying with the Florida B _ - o Building Cade NOA-No. 17-1011.18 Expiration Date09/22/2020 -13 o : � drowing no. SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS By �� ' %�' FGORtflI:.•` o�� ABOVE +60.0 PSF ONLY. Miami-Dad roduct Control ��,�° ••... �`,I YP 1 0-31 INTERLOCKS INTERLOCKS '�7TA�®��'P'[111111�1V\ �Sheet 3 of 28 W/O REINF. WTTH REINF. 3/16" ANN. GLASS �....3/16" ANN. GLASS U 0 .075" Interlayer .075" Interlayer Sgflex CP With PET Core Saflex CP With PET Core o By Eastman Chemical Co.' By 'Eastman Chemical Co.' OR m J .090" Interlayer .090" Interlayer Q f W z Saflex Clear And Color Glass Saflex Clear And Color Glass 8y 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Q E OR FOR 1zo c o .090" Interlayer 090" Interlayer 1` 3 8" P.iR. SPACE w Sent as / 1 SentryGlas N By 'Kuroray America, Inc.' By 'Kuraray America, Inc.' O w OR OR �' I' OM .090" Interloyer 3/16" TEMP. GLASS .094" Interlayer U 0 11 \ I Trosifol PVB \ Trosifol PVB ui d By 'Kuraray America, Inc. By 'Kuraray America, Inc. O p 3 16" HEAT STREN'D GLASS \\ 3/16 HEAT STREN'D GLASS a O l / r 0 0 SILICONE SILICONE U) Z n a Iw GE SCS 1200 w GE SCS 1200 ; Q W D Is rDOW CORNING 899 m \\ DOW CORNING 899 j1, Z to o _z m DOW CORNING 995 z m DOW CORNING 995 J t7 _6 N 4 Mt XL EDGE SPACER Q W 0)2 �- M 1 II 'II C9 II 19 i _ ST. STEEL BY `CARDINAL' j rn I; II II OR DURASEAL BY 'QUANEX N OR mm (Yi SETTING BLOCKS �' - SUPER SPACER BY 'QUANEX' �1 V rri O AT 1/4 POWM ON UTES O o n ei WIDER THAN 36" a rn SETTING BLOCKS in W EPDM W AT 1/4 POINTS ALL SIZES 4 DUROMETER 85*5 r-^" EPDM o DUROMETER 85±5 z 0IT" W El d X GLASS TYPE 'A' GLASS TYPE 'AV < _ � c 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS o O =N o 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS O .075" Interlayer .075" Interlayer z O Lt Saflex CP With PET Core Saflex CP With PET Core _ oM By 'Eastman Chemical Co.' \ By 'Eastman Chemical Co.' OR OR rc U' O Q .090" Interlayer .090" Interlayer Saflex Clear And Color Gass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' \ OR OR I .090" Interlayer 3/8" AIR SPACE .090" Interlayer ,� I SentryGlas SentryGlas ; L, !� By OR Kuraray America, Inc.' By 'Kuraray America, Inc.' OR o ti g n 09C" Interlayer 3/16" TEMP. GLASS .090" Interlayer c r m R Trosifol PVB Trosifol PVB ° w o By 'Kuraray America, Inc.' By 'Kuraray America, Inc. _ y z a 3 C 3/16" HEAT STRENT GLASS 3/16" HEAT STREN'D GLASS SILICONE a: SILICONE H ` GE SCS 12GO T F GE SCS 1200 t r DOW CORNING 899 ME DOW CORNING 899 z m / DOW CORNING 995 ? DOW CORNING 995 is v N or u' XL EDGE SPACER fQ o o!o o M1 ST. STEEL BY 'CARDINAL' Ian o m SETTING BLOCKS rn II jl �I OR c :I AT 1/4 POINTS ON LITES :I O I; II WIDER THAN 36" jl II Ij DURASE•4L BY 'QUANEX' j1111111p1� o (>y OR EPDM C - SUPER SPACER BY 'QUANEX' O DUROMETER 85±5 I PRODUCT REVISED Qi 16 t SETTING BLOCKS \ �.• L E��'°. n W W AT 1/4 POINTS ALL SIZES as complying with the Florida Lul Building Code a EPDM NOA-No. 17-1011.18 _ Y W DUROMETER 85±5 Ali Expiration Date 09/22/2020 _-C ' �= O By � m •' �� drawing no. GLASS TYPE 'B' GLASS TYPE 'Bl' r _ sEo� I Miami—Dad roduct Control "ix ;�<�RIOP' W10-31 7/lb" OVERALL LAM. GLASS 7" OVERALL INSU_. LAM. GLASS � �� GLAZING OPTIONS u1Illtnt '' sheet 14 of 28 TYPICAL ANCHORS TYPICAL ANCHORS f 1 ANCHORS 3 KSI IN CLUSTERS 2BY WOOD BUCKS IN CLUSTER TYPICAL CLUSTERS TYPICAL ANCHORS !� 'CONCRETE AT MTG. STILE SEE NOTE SHEET 1 AT MTG. STILE IN CLUSTERS "t & INTF,+�LOCK-ENDS & INTERLOCK ENDS 1BY WOOD BUCKS AT MTG. STILE AT MTG STILE METAL STRUCTURES of 'G 'SEE. CHART- 3 KSI SEE CHART & INTERLOCK ENDS SEE SPEC BELOW :M: EDGE ISt° " CONCRETE SEE NOTE SHEET 1 SEE CHART & INTERLOCK ENDS ,� m 3 `:FCR'QUANkTTl1ES,. FOR QUANTITIES , SEE CHART Z • FOR QUANTITIES m ti EDG GIST, 3 5/•�". .. FOR OUANTITIES �_ F• z c Z EDGE°FIST, _ °3 .5/8" i CONCRETE EDGE 3 5/8" o- o1sr. 0 0 c LIT I 6 R9 m � z � yy P1 �5- > M ANCHOR TYPE A 'n N ANCHOR TYPE A N m vi ANCHOR TYPE B n ANCHOR TYPE C a a N d M M i7 0 INTO 2@Y WOOD BUCKS ��< THRU 1BY WOOD BUCKS Ala DIRECTLY INTO 3 KSI CONCRETE a INTO METAL STRUCTURES o 0 rl o OR WOOD STRUCTURES INTO 3 KSI CONCRETE .� I� OR APPROVED MULLIONS -' I 0 N N O DESIGN LOAD CAPACITY - PSF (ANCHORS) _, a' LU Z J N [TRANSFER UCKS AND METAL STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO Z y a o HEAD ANCHORS SILL ANCHORS USTAIN LOADS IN BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH � � �� I (TYPE A, B & C) (TYPE E2) THEM To THE BUILDING STRUCTURE, STD. FRAME HEAD AND SILL J z 0 C w CLUSTER AT CLUSTER AT TYPICAL. ANCHORS: SEE ELEV. FOR SPACING � w m� f- STILE/IN1eRLOCK ENDS SPIE/MQ2LoCK ENDS 4 e a 4 s e AT HEAD- AT IAMBS- 0 OR PutE WIDTH'FRAMEO Hoerr, EXT,(+)D(T.(+)EKT.(+) EXT.(+) EXT.(+) Ecr.(+) k 1rE W- .7-/4" X 3-1�4" ULTRACON BY 'ELC4' (Fu=177 Ks[, Fy=155 KSI) -1 I TYPE 'A'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=1n KSI, Fy=155 KSI) � N INCHES wc6cs INL(-) INT.(-) INT.(-) INT.(-) Inn'.(-) INT.(-) THRU iBY BUCKS INTO CONCRETE INTO 2BY WOOD SUCKS OR WOOD STRUCTURES - �i U z4-1/a ao.o - - s°•° - - 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. PENETRATION INTO WOOD 36-1 IS 60.0 - - 76,2 80.0 - THRU 2BY BUCKS INTO CONCRETE - THRU 1 BY BUCKS INTO CONC. OR MASONRY v7 vi "t 42-1/e 82 72.4 80.0 - 687 ao.O - 1/2" MIN, EMBED INTO CONCRETE ) 1-1/4" MIN. EMBED INTO GONG. OR MASONRY 48-1 f8 66.8 80.0 - 63.4 80.0 TYPE 'B'- 1/4" X 3-t/4" ULTRACON BY 'ELCC' (Fu=rn KSI, Fy=155 KSI) TYPE 'B'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=t'77 KSI, Fy=155 KSI) z Q I„ 54-1/8 62.8 80.0 - 595 80,0 fi0.0 I - o Of Jc 24-1/8 80.0 - - eo.0 - - DIRECTLY INTO CONCRETE �I DIRECTLY INTO CONC, OR MASONRY a in �71 - 30-1/8 80.0 - - ao.o - - 2" MIN. EMBED 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 36-1/8 75.5 80.0 - 71.6 80.0 - E 84 TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CBS) TYPE `C'- 1/4" DIA SELF DRILLING SCREWS (GRADE 5 CRS) 42-1/8 I 67.3 80-0 - 64.3 80.0 - - y CU �o 48-1/a 62,3 80.0 - 59.1 80.0 80.0 IINRTO MIAMI-DADE COUNTY APPROVED MULLIONS INTO MIAMI-DADE COUNTY APPROVED MULLIONS d O n OR 54-1/8 58.4 80.0 50,0 55.3 80.0 50.0 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) - '6 Z 24-1/8 80.0 - - 80,0 - - I z ;� (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE > 3G-i/8 79.7 80.0 - 75.6 80.0 I - i y > Q M� 3s-1/a 90 69.2 80,0 - 65.6 80.0 - ALUMINUM: 1/5" THK. MIN. (6063-T5 MN.) ALUMINUM: 1/6" THK. MIN. (6063-T5 MIN.) = O� STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KS MIN.) c V` oQ -1 42-1/e 61.9 80.0 - 58.7 80-0 80.0 w (� .- F ED) 56.7 80.0 53.7 80.0 80.0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINT - O 48-t/e 80A L_ 24-1/8 80.0 - - 30.0 - - �? AT SILL - - -i ANCHOR EDGE DISTANCES 30-1/8 716 50.0 - 69.0 80.0 - TYPE `32`- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO CONCRETE CT MASONRY = 2-1/2" MIN. 36-1/e 96 63.9 80.0 - 60.6 80.0 - Im !' 42-1/8 57.0 8O.o 80.0 54.0 SOD 80.0 DIRECTLY INTO CONCRETE INTO WOOD STRUCTURE = 1" MIN. IW z mI INTO METAL STRUCTURE 3/4" MIN. 48-1/e *52.760.0 eo.0 49.3 73,9 60.a 1_3/4° h? N. EMBED INTO CONCRETE WOOD A7 HEAD OR JAMBS SG = 0.55 MIN. ! o:= 2a-1/a sG.O - - m CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN, o w w y o 30-1/8 - 60.0 - - r NOTE: C-90 HOLLOW/F LED BLOCK AT JAMBS I'm = 2000 PSI MIN. - p o 36-1/e 102 60.0 56,2 60.0 L 60.0 ANCHOR CAPACITIES LISTED ON THIS w w < SILL RISERS 42-t/a so,o 60.0 so.0 SHEET TO BE USED N CONJUNCTION a N '"SEE SHEETS 14, 15, 17 & 18 FOR OPTIONAL SILL DETA.LS m �; � x48-118 60.0 4ss so.0 6ao � WITH GLASS CHARTS ON SHEET 13 AND SHEET 13 FOR CAPACITY54-1/8 60.0 42.0 1 60.0 60.0 LOWER APPLICABLE VALUES CONTROL. T 24-1/5 60.0 - - 60,0 - - w s 3 TRACK SYSTEM SHOWN ALSO APPLICABLE ANCHOR TYPE B x z ANCHOR TYPE B 3o-1/8 60.0 1 - - 60.0 - - o TO 2 AND 4 ?RACK FRAMES. < cl 36-1f8 108 55.3 60.0 60,0 52.5 sO.o 60.0 z DIRECTLY INTO 3 KS[ CONCRETE �� DIRECTLY INTO 3 KSI CONCRETE of < PLEASE SEE FOLLOWING SHEETS FOR DETAILS. - m= L 5 42-1/8 49.1 50.0 60.0 46.6 60.0 60.0 44.5 60.0 50.0 422 60.0 60.0 a W 1,-$�/' O "L(Z_ J� x 24-1/e 60.0 - - 60.0 30-tJa 6L.0 - - 57.2 60.0 60.0 Z p - 1 T PRODUCT REVISEDI -`36-t/8 ( 114 51.9 so.o sO.O 49.z 60.0 60.o w as complying with the Florida e 42-1/8 ( 45.9 60.0 60.0 43.6 60.0 1 60.0 Building Codeto 48-1/8 41.5 60.0 60.0 39.4 59.7 60.0 m NOA-No. 17-1011.15 . II 3e5/8. - `�� ..��•'•b N f �® Ji ;o n 24-1/8 60.0 - - 60.0 - - 0 Expiration Date 09/22/2020 \I� a : _ o• .�.�92 m o r 30-1/5 56,9 60.0 60.0 54.0 60.0 60.0 5 ANCHORS TYPICAL _ o ,/�~ POLED & HARDENED TYPI A N 36-1/8 120 48.8 60.0 60.0 46.3 60.0 60.0 a BY IN CLUSTERS I �` C-------1 rr NO-METALLIC SNON-SHRINKAGE AT MTG. STILE .' � 42-1/8 43.E � so.O 60.0 4e.9 60.0 60.0 w Miami-Da oduet Control _ drawn no. �- HIGH STRENGTH GROUT A71E OP4� 9 45-1/e 38.9 56.4 11.1 36.9 55.4 60.0 ? P'c = 5000 PSI MIN. & INTERLOCK ENDS k, - ` LIMIT E)CT.(+) LOADS TO 60.0 PSF FOP. DOORS W O REINFORCING ALL SIZES NOT BY C.GI, SEE CHART % °.•COR19>;:'a�V`�� W10-31 LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. MUST TRANSFER SHEAR FOR QUANTITIES UMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ BRINE. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. LOADS TO STRUCTURE ///I/1{1 t1}1Y sFeat 15 of Q8; t` 3 SEE SHEET 15 FOR ANCHORS PRODUCT REVISED Volt' as complying with the Florida - Building Code NOa-No. 17-1011.18 3 X z EDGE DIST. < 3 5/8 EDGE EDGE DIST. 5/8�� EDGE DIST. 5�8" Z m m j ., GI - DIST... - _ Expiration Date 09/22/2020 Z m W a mS .46 . I .. Q.I C; 3 'G; _ z " o a � Miami-D- roduct Control � p< By IL ry ` o 111O � CF LL e u'I �l it J�Et aS1 0 1 WEEP SIZE 1/� X /1 ro o0 .3 O Mit O O f t i REFER TO SHED '150 5 FOR VARIOUS etc a C E ® INSTALLATION CONDITIONS. Q.' C 0 0v Q w � LL � E7 Luj (1) (1, OPTIONAL SLANT SILL ADAPTORS Q W 0 - II 'i li II ' I II U m � C I Il�li i iI II II 0 it it i ij it �I.jl o � II II itI III m ow R Ii I'� I III ;i �I ph i z Q W II II II II II DECORATIVE E3 SILL COVER <n 11? N LL OPTIONAL o Q z Q E f � Z� m II II i II it II .I I ~z N 0 0 II li II II ii L-��fY— V�� J I vwi U O F I III � II II I I; Lj II I� I it n II i III I 'I I li IIII:I j I ;I Ii IIli IIIiiI�I ��I 'I ,Ii j111-1 SILL RISER olo z O1 I. III I'I{I o'o o w III j PbURSTRENGTH GROUT ED 2c HARDENEDit I' E8.1 READ. FOR LOADS !EI ABOVE i-80 PSF HIGH w II liNON-SHRINK, III'I u w NON NON-METALLIC ;I SILL RISER 4{ f'c 5000 PSI MIN. E8 REGO. FOR LOADS I�� '%I w I6 1 NOT 5Y CGI WINDOWS I ABOVE +SO PSF �S ;� oI c �I0 MUST TRANSFER SHEAR 77 E) I F LOADS TO STRUCTURE j 1i II t ' J n I I T T ,I i� N Iz a ry Y J E L N L J1 !i a fl. Al '° ° �-- ` P< .Y05G"< o v a a 3 KSI CONC.\ '3 5 a< . If m „3 5I. a il3 CONIC. ._ ai.. .3 5 _ . I I� EDGE DIST. _ EDGE DIST. L�� EDGE DIST.° � 'J(J'////� I ( drawing SEE SHEEP 15 FOR ANCHORS �� SYATEtl� THREE (3) TRACK DOOR DETAILS za�YONAL sheet-16o 8 SEETYPICAL ELEV.NCHORS PANEL WIDTH CFOR SPACING �\ 1/2" MAX. G E6 D.L.O. O RE AS READ. Z c 3 LOAD BEARING SEEE C CHART ON \J Q F m SHIM SHEET 73 FOR CAPACITY M15A 1 }. N u. E5 10 as I0 o w 1 0 O Nm U t C w K �0� @`0 < � r�ii @ @ & Qa o �zmay (� � �LL N II V O O @ _ _ O _ _ -C _ - - u, ¢ j_ Z M - W it I � M14A M16A - - - - - - - = Q 0 2 ~ o v w 10 E4 1 I D.LO. Vol 1 ! L D.L. OPG. o vv� h EXTERIOR NCh4. PANEL WIDTH PANEL WIDTH UO L o LOCK STILE INTERLOCK INTERLOCK ASTRAGAL a c' LJ (REINFORCED) (REINFORCED) DOOR FRAME WIDTH C 0 � /X6 OR LARGER o m WOOD BUCKS #10 X 1-1/4" SSP PH SMS ER CLIP 0 N 4°( L O 3 PER PANEL \ c z PANEL WIDTH O N AT 18" FROM EACH END M2 N 'O j 1/2" MAX. AND AT MIDSPAN i/4" MAX. v. O - o LOAD BEARING 1/2" MAX. SHIM D.L.O. LOAD BEARING 8 X 3/4" SS FIT SMS \LOAD BEARING ME7g1 Lw- U O SHIM w M2 4 PER CLIP SHIM :=/STRUCTURE w O U O Iqj Il TYPICAL ANCH RS - r� O II TYPICAL ANCHORS SEE t\IQ`� ry TYPICAL ANCHORS FOR SPACI "G� I -SEE ELEV. �' SEE ELEV. w FOR SPACING - II FOR SPACING 11 0 o z 1 OIW W � Y 1 II Ih� II t 1 —F I I I — — — _. FFF{{{ 4 to "' W I W G o. w FIXED PANEL EXT. "' O EXTERIOR yyy 1111111' o DOOR FRAME WIDTH DOOR FRAME WIDTH P��"&\`yy1 ��i of IY n PRODUCT REVISED `` ` ••. ' _ DOOR FRAME WIDTH _ as complying with the Florida y MSB•`•. \ o n 2 OR LARGER WOOD SUCK Building Code + a a �-OR NOA-No. 17-1091.18 C532 -11 v n !, v` o WOOD STRUCTURE RE Expiration Date 09/22/2020 - f - c j O By �•' sra�:oF \/ I drawing o. I f.. Miami- Product Con O,gl'DP THREE (3) TRACK DOOR DETAILS sheet }7of28 U SEE SHEET 15 FOR ANCHORS SEE SHEET 15 FOR ANCHORS tY olI m 31 z EDGE DIST. 1 3/4\ EDGE DIST. 1 3/4' F b m Z QY Q W h N lmx a; 3 KSI CONC, m� e� aG I ' ..I� 3 KSI CONC. r- g Z N p Gi d o "I N \IQ .e ' \ ¢ a C iC p O n {JI O w� 0 0 U N E3 WEEP SIZE 1/4" X 1/8" U '0M REFER TO SHEET 15 FOR VARIOUS INSTALLAI ION GONDITIONSI C C ¢ ro 0 E I Q ao � a 2 Mil M70 � C Al Eze C1 J'�I 0 I � rlfl W �LL II��II VIJ Z y M II II Soma _ L�ULJ �) II a W of 2 r`• It I! OPTIONAL SLANT SILL ADAPTORS II !j (ill ill OO U II DECORATIVE (ji ji z4 SILL COVER LL :i :I `j OPTIONAL O o O IJwj I! II II II II (mil aI � Of ¢ I w s O hit s O I. II �2 3cv L�I f O r7 n w. s C w p xl Ii m w W ! W ! wE, II II II II d z w p �l I: 4 I O W � I I w O O I 'I <_ o III Ij m I II II w U �� Ii I �I I II I h I SILL RISER O P Ij j E8.1 OPTIONAL FOR LOADS - I II II II 'IABOVE +60 PSF 00 IF I I II II I 'I r I,I I� II II J"P it i w w ip POURED & HARDENED 11 II II 1 J— " ! HIGH STRENGTH GROUT ! I !I !I SILL ISER 11 Uhl a $ NON-SHRINK, NON-METALLIC I 11 m� Ee REOD1 FOR LOADS II m til I!w c PVC = 5000 PSI MM. ABOV +SO PSF II cIm c+ z, ay NOT BY CGI WINDOWS LEI MUST TRANSFER SHEAR M a M3 LOADS TO STRUCTURE I p ' D1 oal� o � ^ I B w M21 11 n r PRODUCT REVISED .` 0- m a i a as complying with the Florida _ Building Code a a 17-1011.18 _ N .P - m ° e., ml 3 KSI CONC. . < IP w 3 KSI CONC. Expiration Date 09/22/2020 1 3 a" 3 4^ ..-� =`� '• - �a., drawing no. EDGE DIST. / EDGE DIST. / By _� T.t OF (9` 9 q SEE SHEET 15 FOR ANCHORS Miami- a Product Control Dy�O�;. �� ` yy 1 0-3 1 SEE SHEET 15 FOR ANCHORS TWO (2) TRACK DOOR DETAILS !/ ''��1�A�1� sheetl 28 o,she r;UD, TYPICAL ANCHORS �hSEE ELEV. FOR SPACING ttd I� PANEL WIDTH 0 3 1/2" MAX. 4 LOAD BEARING X 1-1/4" SS PH SMS PANEL WIDTH 0 Z QI SHIM 1 PER CLIP 31 ` HJ D.L.o. a Q j/8 X 3/4" SS FH SMS D. O t PER CLIP 70 E5 0 N Z a � � s� O I_ LL iv o SCM a 0 0aao 1 J zoo ILq. 0 � 000) MM Ee Eg c� ASTRAGAL � INTERLOCKI E2 FIXED PANEL D.L.O. (REINFORCED) o ( C EXTERIOR NOM. PANEL WIDTH 0 DOOR FRAME WIDTH. OQ LLJ EE H /113Y WOOD BUCKS c SEE NOTE SHEET 1 o N o C ?} rn t 2" MAX. z Cr "O K1 L1 1/4" MAX. LOAD BEARING O o #10 X 1-1/4" SS PH SMS_ -I rz Z Q SHIM PANEL WIDTH o�a 1 PER CUP LOAD BEARING N p 0 0 M. SHIM METAL 1/2" MAX. t� Q � TYPICAL ANCHORS STRUCTURE w � U O � F D.L.O. LOAD BEARING SEE ELEV. #8 X 3/4" SS FH SMS SHIM :FOR SPACI.NG 1 PER CUP TYPICAL ANC RS i—� TYPICAL ANCHORS SEE EL'V.- \ FOR SPACING - - 11 II FOR SPACNG � � x LA U U O ✓t EXT. ! of EXT, ' EXTERIOR DOOR FRAME WIDTH j DOOR FRAME WIDTH DOOR FRAME WIDTH FIXED PANEL 1NIS I11t{{{� 2BY WOOD BUCK Lwooa STRUCTURE PRODUCT REVISED SEE NOTE SHEET 1 as complying with the Florida " >, Building Code = '^ o paeg " a NOA-No. 17-1011.18 - g Expiration Date09/2212020 ( T =I , drawing no. By �S � :� °. TaYEoP �q,°� i ' • LORIDP,.=��` � W10-31 Miami-D�e Product Control 'i�{&$° . TWO 2 TRACK DOOR DETAILS annn+`` sheetl9sheet of28, REFER TO SHEET 15 FOR VARIOUS lr V SEE SHEET 15 FOR ANCHORS INSTALLATION CONDITIONS. F �c J o z 3 s a" PRODUCT REVISED m EDGE DIST. EDGE EDGE 3 5 8" 3 5 8° Z > n < GE DIST. EDGE DIST. as complyingwith the Florida 0 z w _ DIST. _ . . I Building oe O 6 % z¢ NOA-No. 17-1011.18 WIL Z N 0 - —' Expiration Date 09/22/2020 0 0 o' o I BY ,�' ' i Miami-p roduct Control G F OC� u� , IIII: ImAll� la 0�{ a d� �I WEEP SIZE 1/4" X 1/8" 0 0 e ro o I li J I I NI Mti 0O � � a [ E �I A 11 C � O Min A E7 III O \� Zo j CD Jcsmq - Q m m r I I � II. I III I I ii I !i it jl II ii i o c ! !i it a li j I II li I o rM w o � ! II OPTIONAL o x lii Ili lu : � a I' Ali SLNNT SILL ADAPTORSDEC o n ij r ! li S RATIVE 0 O II jl II II I II h 24 SILLO OVER o N i. : OPTIONAL ^� 0 <I F U ii q li p li r`r z J ,� o al U l 3 0 0 w o — .I ill i I II it - IIII I J SILL RISER 6 0 o N E8.1 O FOR LOADS ABOVE B = c w m F POURED HARDENED i1 II it ABOVV E +60 PSF HIGH STREC NGTH GROUT NON-SHRINK, NON-METALLIC , !! '! !! SILL RISER w -f'c = 5000 PSI MIN. E8 REQD. FOR LOADS NOT BY CGI WINDOWS MIUST SE SHE y 1 � T /�— ABOVE +6C PSF LOADS A� II a z E7 i O SRCTURE NTRR i I I II _ I � �� II U �� (� U � � � � i � II o� � ?3 0 ' I ® _ ® O J II id o Y s \Z C : ? - O i.l a< ° a< 3 KSI CONC. EDGE DIST. .3 SI$„ EDGE DIST. 3 5/$•: EDGE DIST. 3 5.8,•a G' 3 K51 CONC. O SEE drawing no. 5HEE7 15 FOR ANCHORS ATE OF :�� . ,AR,p.••��0 . W10-31 FOUR 4) TRACK DOOR DETAILS �� "` sheet 20 of 28 U -3 iYPOAL ANCHORS y� f SEE ELEV. PRODUCT REVISED tM� PANEL WIDTH IG FOR SPACING as complying with the Florida o � Building Code \ 1/2 MAX. 'U"Z E6 NOA-No. 17-1011.18 1/4" MAX. Z LOAD BEARING LOAD BEARING O SHIM Expiration Date 09/22/2020 SHIM MECAL Z a a M15A 1 J U,3 / STRUCTURE a y N d I D.LO. By ,--"� / a 1 Miami- roduct Control g 0 0 w.. M 00 J h TYPICAL ANCHORS Q > FOR SPACING Q N m UT u {70 � " a Q iL aC ro ' it N ZNLL 'n •- 00 �j 0 (0 Q_ �• ( O2 N I I W O FW- °, �� Mt4A M16A II ii I o v-`tii U m � C t EXTERIOR o 'k 0 ° E2T � zj EXTERIOR #10 X 1-1/4" SS PH EMS li = 1 PER CUP N r DOOR FRAME WIDTH LZ 1 3 PER PANEL ¢ O F N o 1X8 OR LARGER AT 18" FROM EACH END M2 o m 'n 'n WOOD BUCKS 1/2" MAX. AND AT MIDSPAN 1/4"" MAX. �n 3 n LOAD BEARING SHIM r8 X 3/4" SS PH SMS LOAD BEARING METAL z 00 1 PER CLIP SHIM STRUCTURE z = Z - - o o 0 z o � 1/2" MAX. it o o TYPICAL ANCHORS II C7 p <L LOAD BEARING SEE ELEV. rTYPICAL ANCHORSSEE ELEV. N LJ r SHIM FOR SPACING ! FOR SPACING II TYPICAL ANCHRS SEE EUEV. FOR SPAC1 G tE z II i� I n M _ c. w o C��O wiz EXTERIOR EXTERIOR \ DOOR FRAME WIDTH DOOR FRAME WIDTH /2X8 OR LARGER WOOD SUCK eS°= v LOR rowr no- WOOD '`o- :'o'i+'� d STRUCTURE - -- - - °. ATE OF ...... w10-,31 FOUR (4) TRACK DOOR DETAILS . �'/® � (sheet 21of28 �I I 0 Z01 � m 3 q h Z m W F � Z �t� � a � ��0 O WNW � U IL " 0U) #10-16 X 1/2" HH SELF DRILLING SCREWS p > m AT 6" FROM ENDS & 12 O.C. 0 IL2 O o 1 II li i l o .3 r IIIIII l 1 rT.., � 4. Zm = ml I a (D g 1 = JI II I O 90' CORNER l F' i 135' CORNER w 10-24 X t 2" #10-24 X 1/2" F z II # / FH THREAD CUTTING SCREWS 1 U FH THREAD CUTTING SCREWS C a II I! AT 6" FROM ENDS & 12" O.C, AT 6" FROM ENDS & 12" O.C. o — � Aril C E32 ¢o mph -0 F?P j � ! 8 E31 QUO I � � r u w Na E EXTERIOR ° 0lo �+ EXTERIOR o w w _ D.L. OPG. � a a PANEL WIDTH PANEL WIDTH m 1 z m E o DOOR FRAME WIDTH DOOR FRAME WIDTH #10-16 X 1/2" C " " '� I` C N N r HH SELF DRILLING SCREWS o p � o °- a AT 6" FROM ENDS & 12" O.C. DETAILS APPLICABLE FOR OUTSIDE CORNERS ONLY .�v o o 0 O! Y J 0 PRODUCT REVISED as complying with the Florida t�aEtdySF i� o ro Building Code 0592 NOA-No. 17.1011.18 - 9 Po iJ Expiration Date 09/22/2020 � � /' --- s AT oR ;��' drawing no. By _ Miami-Dad! Product Control �i �R19P'' �� W 10-31 �rtllllttl�� sheet 22 of 28, EXTERIOR MOUNTED � fj POCKETED JAMB 0 TYPICAL ANCHORS Z n : TYPE A. B OR C M AT 6" FROM ENDS AND 0 Z N < 9" O.C. INTO WCOD/CONC./METAL m Z m c 6" O.C. INTO BLOCK ONLY Q a Q i-1/.." MIN. �1-1/2" MIN. WOOD EMBED f): O p ` o 00 SEALANT EDGE DIST. 1-1/4" MIN. BLOCK EMBED n W N V TYPICAL PAD PILE INSTALATION LOCATION 1-3/4" MIN. CONC. EMBED tL � ,,, 1/8" MIN. METAL THICKNESS It O t- u 0 /\f BLOCK v p l.i e1 S ` \ / / WOOD � 2 ¢ 5 °o / METAL ® a a n 0 U X N p -_-_ JC Q I'W � ---_.,- - -- � 5 s LL z m _ ro I m N J O M 6 I I L � a 'QwmLLIJ � � U . T III (� I EXTERIOR o w IIj a v rn o � II 'I N o o r, zOw < u TYPICAL AT PANEL 4 CORNERS o T POCKET CAVITY NOT BY CGI ! ¢ r NOT PART OF THIS NOA o 3 Ln M TO BE REVIEWED BY AHJ O !.,1 DOOR FRAME WIDTH N o 0 w o � � 2 NOM. PANEL WIDTH EE CD ¢ w 2 O I I I I h I I Nip L q- O O O O O Ell U ':.::':'.::••:.:. Vim � W t O © O O 0 O c � EXTERIOR ` A '4 PRODUCT REVISED a as complying with the Florida m ` .Y06 Building Code NOA-No, 17.1099.1$ _ Expiration Date 09/22/2020 �` ,tTr OF uy�� drawing no. By Miami-D a Product Control //// A®NAL � �,\ sheet 23 of 2g CODE PART No. DESCRIPTION MATERIAL MANUF, REMARKS U ct CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER - E2 CGI-151 FRAME JAMB 2 TRACK 6063-T6 CGI EXTRUDER - kV o E3 CM-186 FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - Z ^y j E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGf EXTRUDER C Z E5 CGI-754 INTERIOR INTERLOCK 6063-T6 CGf EXTRUDER - N I E6 CGI-155 MAIN STILE 6063-TS CGI EXTRUDER - 6. e O E7 CGI-156 TOP & BOTTOM HOftIZ 5063-T6 CGI EXTRUDER - O w N �' m Ee CGI-157. SILL RISER 6063-T6 CGI EXTRUDER - E8.1 CGI-181 ALT. SILL RISER(OPTIONAL) 6063-T6 CGI EXTP.UDEft - 0: E9 CGI-158 INTERIOR TRACK ASTRAGAL 6063-T5 CGI EXTRUDER - V j w E10 CGI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8") 6063-T6 CGI EXTRUDER - SINGLE LOCK: FOR ALL PANELS WITHOUT CORNERS o > M Ell CGI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - TWO POINT LOCK BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT ® 0. X X o E12 CG-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - MAIN STILE AT 40" FROM BOTTOM Q 0 t a Ei3 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - SS MORTISE LOCK (PART #SGD-500) (PS01-003E-117) I p' z o E14 CGI-168 OUTER TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - ZINC RECESSED ADAPTOR (PART #SGD-503) (PSO1-003E-117) Q w N LL o j ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) �' Z a E15 CGI-170 POCKET HOOK 6063-T6 CGI EXTRUDER - ..1 C N Q .] ZINC KEEPER (PART #SGD-507) (PART #SGD-507N) F, E16 CGI-121 7/16" GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - Q E17 CGI-123 V GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - 0 AT 90' AND 135' CORNER PANELS ONLY E78 CGI-153A EXTERIOR INTERLOCK (OPP.ONAL) 6063-7£ CGI EXTRUDER - DOUBLE LOCKS: READ. - r- TWO POINT LOCKS LOCATED AT MAIN STILE AT 40" AND 78" FROM � w E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6083-T6 CGI EXTRUDER - E20 CGI-155A MAIN STILE (OPTIONAL) 6063-T6 CGI EXTRUDER - BOTTSS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) C I E21 CGI-1566A TOP & BOTTOM HORIZ (OPTIONAL) 6063-T6 CGf EXTRUDER - SECURED WITH (2) 10-24 X 1/2° PH SCREWS E22 CGI-158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER - BOTTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED E23 CGI-168A OUTER-TRACK ASTRAGAL(OPTION.AL) 6063-76 CGI EXTRUDER - CONNECTING BAR (PART #HD-3310142) 'o 00 W 6 E24 CGI-150 GECORATIVE SILL COVER (OPTIONAL) 6063-T6 CGI EXTRUDER - ZINC HANDLE SET z E25 CGI-184 Z, 3 & 4 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - SECURED WITH (2) 6-32 X 1-1�2" OH MS -a E26 CGI-187 2, 3 & 4 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - STEEL KEEPER (PART #HD-33 i0i43) C SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS F- IN of E27 CGI-188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-T5 CGI EXTRUDER - ¢ W~j E28 CGI-1028 FRAME HEED 4 TRACK 6063-T6 CGI EXTRUDER - O N E29 CGI-1029 FRAME SILL 4 TRACK 6063-TS CGI EXTRUDER - z 1 -0 E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - -mac C Z D- n E31 CGI-1057 FEMALE CORNER ADAPTOR (90') 6063-TS CGI EXTRUDER - j N CD-_ a _ U E32 CGI-1058 FEMALE CORNER ADAPTOR (135') 6063-T6 CGI EXTRUDER - CJ' q 4 J E33 CGI-1059 MALE CORNER ADAPTOR 6063-T6 CGI EXTRUDER - N C) ~ Mt CGI-382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - - O M2 CGI-171C FIXED PANEL CLIP (2-1/2" LONG) 6063-T5 - 3 0 FIXED PANEL M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL L w M10 CGI-176 FRAME HEAD ANTILIFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. k n N Mil W23201NG PILE WTT14 CENTER FIN WOOL ULTRAFAB OR EQUIV_ - m o c r = `- M12 - DOTTOM RAIL STIFFENER, 1- LONG, 2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL w3 TA-51 ROLLER ASSEMBLY AT PANELS WITHOUT CORNERS ST/ST AMESBURY 2 PER OPERABLE PANEL c w QIs z V a x w x M13A 1984 ROLLER ASSEMBLY AT CORNER PANELS ST/ST AMESBURY 2 PER OPERABLE PANEL m N � c � c M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATTACHED TO SGD-503 s z " � M IRA PS01-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHED TO M16A /a M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 #10X3/4" PH c w M15A SGD-507N KEEPER ZINC INTERLOCKS INST. W/ 2 #10X3/4" PH o o `4 0 SIN :65 N M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 #lOX3/4" FH > o c c m of l w �f M16A PS01-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 #1OX3/4' FH � M17 SGD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS - M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - M19 SCS2000 SILPRUF SEALANT SILICONE GE - PRODUCT REVISED �:'`c NSF" °® M20 CGI-177 PANEL TOF & BOTTOM DUST PILE WOOL/PVC SULLIVAN OR EQUIV. 4 PER PANEL • f Lzi as complying with the FloridaM21 WS-202 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR 'EQUIV. 1 PER INTERLOCK/ASTRAGAL Building Code .705M22 WS-201 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. NOA-No. 77-7091.1B [ e _ r M23 HD-12-10042 .350" REACH POCKET SEAL - AMESBURY - Expiration Date 09/22/2020 s� • �� 0 ' •' �` - 52 - #10 X 1 1/4" LG. PHL PH. SMS. ST/ST. ASSEMBLY SCREW - - 2 OP, 3 PER CORNER By �,,...�''� TE OF ' �: 1 drr awing In ......oioP..: ��; M 0-31 Miami-p a Product Control N��u, � / II AL sheet 24of 28 L �4.735� ip5.921� 1.340 1.340 Y_ U 070 .070 +G�f�I�� 675 r'_.120 I M .860 .847 � .847 �,2 .995 0 5 .99� .050 975 Z t�°- % 7.250 !' 1.zso I o Z "�� Q SI (111 3.255 r 1.184 �i 1,184 k�- 3.255 2 Z N a 4,250 4.250 a (L S N o E3 FRAME HEAD (2 TRACK) <� FRAME HEAD (3 TRACK) .a7a ,s 17 .070 C w o `M� UI III nnn��lll GLAZING BEAD GLAZING BEAD LAM. GLASS INSUL LAM. CLASS 0 F °995 .995 0 U N to .075 .075 - 1.508 1.186 2.600 .070 zsoo O TOP BOTTOM HORIZ a TOP BOTTOM HORIZ OPTIONAL 0 a D < 'o" .64 0 ��' i �� 3.000 .725 .065 .664 .060 1.837 'a 3.000- Z .753 f-��f>T--I�� i.50? I a W uMI - o �! .070 -995 F.070 Z Q m �-- 4.735 �I �I� 5.921 �i -�F�-.125 156 uuu Q Z Omi F 1.490 1.415 Lit FIX. PANEL CLIP 1.490 1 1.4l5 L Et FRAME SILL (2 TRACK) 31 FRAME SILL (3 TRACK) 1 L3,(-)00� ea � --3J50� -3.750 L=-2.005 2005---4 U m EXTERIOR INTERLOCK (OPTIONAL) 2.755 .070 .155 I � .125 E6 MAIN STILE .695 3.750 MAIN STILE (OPTIONAL) L �; o I t � Z.755 � O w �- .070 ! 3.000 ,265 o- ,125 3.000 z w 1.610 1.870 ! f.060 5 N .O � 1 095 O �.095 C I �� 3.510 3.572 p El- 870 7. 15 SILL RISER (OPTIONAL) ,.870 r1.415 `n 3 6101.60071 L - .070 1.1 1.770 J060 O L � 3.188 - 3.572 L z -O 0 Z IIo 0 4�-2.005 .070 .070 k-29G5 N _ O 2.005 1.255 1.625 O U' Q J 2.005 'c5 .5B2 I 19 U .- INTERIOR INTERLOCK � 1.2-5 INTERIOR INTERLOCK (OPTIONAL) E14� OUTER TRACK ASTRAGAL STILE ` E9 INTERIOR TRACK ASTRAGAL STILE 1 186 ,�- I--2.12o 2.005 .995 15 �5I i 572 Iw WI POCKET HOOK INTERIOR (OPTIONCK AL) ASTRAGAL .741 f L_ D� o .060 1.831 .E25 4 w 1.501 I 2.591 a a a 3.341 Nn w .156 3J50 1.920 .062 ¢ Z U Z 1 2.670 > L 3.000 .155 I .625 cello f a Nj E4 EXTERIOR INTERLOCK 1-.625 E8.1 c Y J 3.510 SILL RISER (OPTIONAL) a SILL COVER(OPTIONAL) �1.825 1\\ \11 11 o n .125 1.600 1,870 `\♦ d� 4�i N °m 7v PRODUCT REVISED t ' o , 1 310 as complying with the Florida �:• _ i992 m .125 Building Code _ e = o { NOA-No. '�7.10'i 7.'18 - Y'7 - '3 Expiration Date 09/22/2020 drawing no. ® yraT_os 10 E23 _ By ----^. =,�`l`'• 'eo�,oq.. � � W10-31 Miami-D a Product Control YOp'qaAL��S� INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL) /11111111o1+ sheet2 25 fcfc 1.375 Yj 510 U .125 .615 2.270 .128 1.886 ////// .12� .128 .260 .190 1.650 b-.640 .125 AZ h N 3.528 i Q FRAME HEAD COVER. Q E z ci0y ff- .774 1.886 .125 ?.�85 4.I65 .065 00 C ti U O o .190 .774 .190 1.330 .080 1.621 640 8 w N IL E 2.41\2 1.34 1.520 I r .Y O c 2581 h-.625 0 d G Q 2 FRAME SILL COVER 0 dl b OE31 E32 / E33 O FRAME JAMB (2 TRACK} M y OZ o N FEMALE CORNER ADAPTOR (90•) '� FEMALE CORNER ADAPTOR �135') O MALE CORNER ADAPTOR 243�+ Q w �LL � 1.375 ly Z on 9 O l rlV �6 � Z M ^ 1.7s1 Q W Q� F .060 1.620 u U ^r U2 FRAME JAMB COVER 5.951 ,080 1.620 r.725 vi I L jCl d .065 .125 �' O 0 .545 4 .065 ¢ N .625 � n z O r C Z� Q FRAME JAMB (3 TRACK) Mz FIXED PANEL CUP N o _ v ZE o c � I� f E E s U U O VI C x K = C C+ U d a s T y V h dCis Y J � C O PRODUCT REVISED €atSF as complying with the Florida o ^� Building Code y 7 NOA-No. 17-1011.18 Expiration Date 09/22/2020 =-U i' B�_i A� - ,'. _ ��® -OF •• .' drawing no. By 1,Miami- e Product Control � 1'-•�.R14` .� W 10-31 OhIAL �//If111111\ sheet26of28 LIL 7.750 V' M 080 .925 � 857 �� S2 Z W ¢ 250 aoo� o � CE28' / O `wN M FRAME HEAD (4 TRACK) F i I O �iNn d O > m o / 0 jza oao / i III _ 2.600 O E` y y O �Z J N J53 �LJL—J � / I z w o z m Q 7.730 E29 FRAME SELL (4 TRACK) C - 1.375 FRAME TOP COP.NER 0 o 4 TRACK SHOWN O —7 = o W � C ze JI O SN o 1.620 z 3 n O o 7J50 1.620 F=*=D� 52 060 .095 1.620 I i I f Lz.z �—.625 eao FRAME JAMB (4 TRACK) O " •� � D b Ci C v I 0 II PRODUCT REVISED as complying with the Florida LBuilding CodeNOA-No. 17-1011.1$ m u Expiration Date09/22/2020 - _ '°I'�A „• 1� A OF �° drawing no. By .r'"" -'___y �� W1Q-31 Miami-D a Product Control %��^ T'4O��A'• �9�� FRAME BOTTOM CORNER � 4 TRACK SHOWN �Vit MI ill 10�\ sheet 27 of 28 52 Sz 4 tM V I 0 Z � n i Or z a / 00 ` m O y it / O W N /- l C1 oma �- aO � � ol. M II I I I I I ao ¢ � I I vin", 0 y it III it Zp u. LU awmE rj j ( I ry g N FRAME TOP CORNER FRAME TOP CORNER O 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/EOTTOM CORNER o MITERED BEAD CORNER (TYPICAL) C1 L 0 O W z Q OJ o 0:� CI I ICI OSnro ' Ln 4 N O n Z � I CZD- n 'I (9 p C J S2 y — I ss /.... 0>Ji r r PANEL TOP/BOTTOM CORNER d oh c SQUARE BEAD CORNER (OPTIONAL) �0 PRODUCT REVISED ��• EN as complying with the Florida sF o M JJ Building Code FRAM3 TRACKOSHOWN 2 R CORNER FRAME BOTTOM SH SHOWN CORNERNOA-No. 17-1011.18 \ I f( f t _ 1 0 Expiration Date09/22/2020 8A7oF drawing no. By Miami- ad roduct Control �'� '•T ORtDP,.�� W 1 -3 1 'i<<t��° sheet 28of28, 1