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WS-18-36374w 2 :5,4040 MIAM1•DADE `: MIAMI-DADE COUNTY +� 'Y�' 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 t41W 315-2599 NOTICE OF ACCEPTANCE (NOA) •=gq miam�dr.eov/elm conomY ••:• CGI Windows and Doors, Inc. • • • •.. .. .. 0 ...... 10100 NW 25' Street • • • 0 • • Miami, FL 33172 • • • • • .... .... ..... SCOPE: •....• •.• • •.i.•• This NOA is being issued under the applicable rules and regulations governipg•t' use of cer��truction ...... materials. The documentation submitted has been reviewed and accepted by MiamirDade County RER - • Product Control Section to be used in Miami -Dade County and other areas wheae atowed by the AuthorilN • • ; Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Preel et Control 0 0: Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) resttve 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 "238 Designer" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W01-83, titled "Series-238 Designer Fixed Window", sheets 1 through 8 of 8, dated 12/27/01, with revision G dated 09/15/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product_ TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0512.15 and consists of this page 1 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 Manuel Perez, P.E. NOA No. 17-0926.17 Expiration Date: October 20, 2023 Approval Date: January 25, 2018 ( Page 1 16 - 34 ( 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. ease** 000000 2. Drawing No. W01-83, titled "Series-23 8 Designer Fixed Windb"*,sheets •p through 8• ; • • • of 8, dated 12/27/01, with revision F dated 04/10/15, prepared by •Al-Varootr 9 o o • Corporation, signed and sealed by Javad Ahmad, P.E. .. • • • • • • . . . . ...... ...... B. TESTS 0090 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading r0- FBC TAS•2(12-94 • 2) Large Missile Impact Test per FBC, TAS 201-94 • • • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed . window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer(V insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal(V and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 23 8 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL-0080-0105-08, dated 01/08/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 09-0303.01) ��b Manue Pe ez, P E. Product Control E a ' er NOA No. 17-0926.17 Expiration Date: October 20, 2023 Approval Date: January 25, 2018 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) ...... '..' ....:. 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• • • • • 2) Uniform Static Air Pressure Test, Loading ptf T%C TA;4 202 94 • .... .... ..... 3) Water Resistance Test, per FBC, TAS 202-94 000000 4) Large Missile Impact Test per FBC, TAS 2p.1•-2�p • •; • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TA& 203-94 . • along with marked -up drawings and installation diagram :of *an alulrj4M fixed• •.: • window, prepared by Hurricane Test Laboratory, Inc., Test RdporO No. :. 6 • • : HTL-0080-0303-96 and HTL-0080-0502-97, dated 03/05/44 and 05402AV, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No 96-0603.07) 6. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1209.01-94, dated 12/09/94 to 12/14/94, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 96-0603.07) 7. Test reports on: 1) Large Missile Impact Test, per SFBC, PA 202-94 2) Cyclic Wind Pressure Loading, per SFBC, PA 202-94 along with marked -up drawings and installation diagram of an aluminum project — out window, prepared by Fenestration Testing Laboratory, Inc. Report No. FTL-1018, dated 09/26/94, signed and sealed by Yamil Kuri, P.E. (Submitted under NOA No. 96-0603.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 07/16/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0903.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel P rez, .E. Product Control Kxayiner NOA No. 17'-'0926.17 Expiration Date: October 20, 2023 Approval Date: January 25, 2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ...... E. MATERIAL CERTIFICATIONS ...... .. ...... 1. Notice of Acceptance No. 14-0423.17 issued to Eastman ChemniexKompany (MA)o for their "Saflex Clear and Color Glass Interlayers" dated 0G1V/19, expifitrgn • .... .... 05/21/16. ..... • ...... ... . ..... 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amert"*Ine. for ttpr • • • • • • "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring•30i21l l/16. F. STATEMENTS ...... 1. Statement letter of conformance, complying with FBC 51 Edition (2014j:ajd of no • financial interest, dated August 6, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 14-0903.07) 2. Laboratory compliance letters for Test Report No. BTL-0080-0105-08, issued by Hurricane Test Laboratory, Inc., dated 01/08/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 09-0303.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL- 0080-0502-97, issued by Hurricane Test Laboratory, Inc., dated 03/05/96 and 05/02/97, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 96-0603.07) 4. Laboratory compliance letters for Test Report No. ATLSF-1209.01-94, issued by American Test Lab of South Florida, Inc., dated 12/09/94 to 12/14/94, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 96-0603.07) 5. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by REP, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0903.07, issued to CGI Windows & Doors for their "Series-238 Designer" Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring on 10/20/18. J Manuel P ez, .E. Product Control finer NOA No. 17-0926.17 Expiration Date: October 20, 2023 Approval Date: January 25, 2018 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED sees.. sees.. 2. NEW EVIDENCE SUBMITTED • • • • • • • • • • • • • • A. DRAWINGS so*:** • sees.. 1. Drawing No. W01-83, titled "Series-238 Designer Fixed Window'"•sheets1"Mrough S sees' sees •sssr of 8, dated 12/27/01, with revision G dated 09/15/17, #ep"ed bye Al-Faroog.:.•• Corporation, signed and sealed by Javad Ahmad, P.E. . • .. .. sees.. sees.. B. TESTS ' sees:" sees ee 1. None. see 0 •••••• 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. 16-1117.01 issued to Kuraray America, Inc. for their "TrosifolO Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflez Clear and Color GIass Interlayers" dated 09/07/17, expiring on 05/21 /21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51h Edition (2014), with FBC 611 Edition (2017) and of no financial interest, dated August 29, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.15, issued to CGI Windows and Doors, Inc. for their Series "238 Designer" Aluminum Fixed Window - L.M.I., approved on 09/10/15 and expiring on 10/20/18. Manuel Per P. . Product Control Ex mi er NOA No. 17 6.17 Expiration Date: October 20, 2023 Approval Date: January 25, 2018 E-4 O r, o FOR GLASS TYRES REFER TO SHEETS 3, 4 & 5. EXTERIOR INSTRUCTIONS: USE (MARTS AS FOLLOWS. DETERMNE DESIGN RIND LOAD REQIRUff ST BASED ON WIND VELOCITY, BIDG- HEi6HT, WIND ZONE USING APPUQkI3L.E ASCE 7 STAkMARD. STEP 2 SEE CHARTS ON SHEETS 3 11-RU 5 FOR DESIGN LOAD LAPAG11T OF Dt'SRM GLOSS SIZE BASED ON APPLEA13LE VfM DURATION. STM 3 USING UiARI ON SKEET 7 SELECT ANCHOR OPTION RTRi DEN RATING IDRE THAN DESIGN LOAD SPECKED IN STEP I ABOVF- STEP -4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEW AT EACH END AND 1 s' O.C. TIP. RE�E • VENT WIDTH WW-2' D.L. OPG_ WW-6 1 /2- A 1 1 r1 I� n i II 11 I1 l 11 1l !I Il ll iv cq f II II II it 11 it 11 L-- I1 Il f FOR MULL ON/MULTIPL.E UNtfS, DEFER TO I SEPARATE CGI MULLION N.OA NO : THIS PRODUCT HAS BEEN DESIGNED AND TE5TED.TCi'C0MPLY-WTFH THE THE WINDOWS ARE RAID FOR LARGE OSSILE IMPACT. RECTUIRE1dETTTS OF THE 20 i4 ( EDFPC;N)/2017: (o" TH EDITION) FLORIDA SHUTTERS ARE NOT TZQUIRED_ BU M CODE INCLUDING HIGH WIDCfTY HURRMME ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS &- BUCK FASTEIiERS BY OTHERS,- MUST BE C i ' r DESTGNIDND A94STALLED ADEQUATELY To TRANS�R APPUED PRODUCT LOADS �n� !� TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAI!S: AND INSTALLED PER MANUF"S INSTRUC-iMS. SPEcm EMTBEDmEitilr TO BASE UATERIAL SFlA L BE BEYOND WALL DRESSING OR ST11C00. A LOAD DURATION INCREASE IS USED W DESIGN OF MIC 14ORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON- &7ALUC AND MM-COMPRESSIBLE MATEWA.S WCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT PRODUCT REVISED COME INTO CONTACT WTTH OTHER DISSIMiIAR MATERMAIS SHALL MEET THE as con*4Ym9 with the Florida REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. Rugg Code NfOA-lNo. 17-0926.17 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Lie- LIFE SAFETY OF THIS PRODUCT, ADEQUACY t�i - Date 1012023 OF STRUCTURE RBMV14G THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. 87 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, duct AND TO BE REVIEWED BY BUILDING OFFICIAL .m :A . N ' Q •- N O E ' - OF drawing W0 1 —83 %Nx Sht t 1 of B /lifts PLSlC PART f QUANTUT DESCMFnON VAT EAT MAxg_/MPFLERR/RRVAM 1 Cr I-3BB 4 FRAME 6063-T6 NC&E ( OR EQUIP. 2 CGI-3B7 4 PENT 6063-T6 INWLEX OR EQUN. ?A CGI-3EAG 4 VENT (INSIi GLASS) W63-TS INDAM OR EQUIV. 3 CG1- 4 GLAZING BEAD 6063-T5 LNDALEX OR EQJIV. 4 - AS READ. GLAZW WAD SCR0F/S O e FRDLI ENDS & 20' O.C. UAX. - f 12 X 5/B' sus 5 - - GLAZING COUPOUND SUCONE GE-10M ( NON- WACi 5A - - GLAZING CONFOUND SUMNE GE-1200 ( IM?ACT ) 6 - 4 1/2' X .090' SM61F FACED GLAZW.- TAPE FIDAM - 7 02M X190 AS RFAO_ VENT IIrATHRS1RFIPM - SCHLEG L 0-4-OH B - AS READ. VENT SC MNS ® 17' O.C. TYP. - #i0 X 1' SS SNS 9 - 2/ CORNER FRAME AND VENT ASS LY SURDNS - f1D X 1-1/4' SS SACS 10 - 2/ IRE SEF NG BLOCK EPDM DUROMEFEi 80t5 SHORE A MITERED COPED 90' CORNERS ONLY VENT CORNER ALL FRAME AM VENT CORNE3i5 TO BE SFk£D WITH GE SLPRW OR EQUA+_ PARTIAL CIRCLE WV4D0W BVIDTH TLPOMSTONF z 3 r DYED COPED 90' CORNERS ONLY FRAME CORNER --- -----L \�~ fl I ! 3 1 1 WID OW DOW LENG H WP ! ! J 1 1 ! I O ! I Z i I � 1 I I ! W WLNUQW WIDTH VERIFY LOAD CAPACITY OF WINDOW 13Y INSCRIBING SHAPE OF WlNDOYV WITHIN A fZECTANGULAR OR SQUARE SHAPE AND USING THOSE DIWENSIONS TO CONSULT CHARTS ON SHEETS 3, 4 & 5 FOR CLASS AND SHEET 7 FOR ANCHORS AS ON SAMPLE ABOVE TRAPE70i NNN \: WIN W[DTH FLU CIRCLE 1anNo-av IYLDTH SQUARE_ OR RECTANGLE WINDOW WIDTH P-EXiAGON 3 I \\ 3 1 W94DOW LENGTH I PRODUCT REVISED conWW e� the Florida B HGA-M. 17-0926.17 BY Date 1012012023 �U, t .100 TYP. 1.510 FRAME M • •.4 • • •2 • � tv •pr c •� � 1.62 �00`0 N w C,X cl i • •A • �t1 Q • � A F M 0•ornco ti f- • • A 3 agIr • 0 EL04 a 0 tE so 6)Np CD Ir Z ID Q to a .� G m a 3 LI-625--J VENT 2 215 .160 i i 1.500 L M, 5 1 750 0 m � U � Z_ M 3 - m 0 m o x o C ow LsJ L li t~O z C� Ld r m 0 3 04 s 4 I cIl Z L En 3 O _ O: LL.t Q i� (n C) - : VENT (INSUL GLASS) u m_ ri en � m n m ei c n o O j_75Dr o,,o 70 50 moo aoa ` z z � z � C a Ki Ni c m 0 GLAZING STOP m 0 00 0 ad L 0 N co %^t � o v ' o o L _ v o v` a �� TE OF = drawing no. WO 1-83 f1111011 sheet 2ofi :BDI -T�pe %%. npe IS% PERFORMANCE VALUES OF IMPACT RMSTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DM. GLASS TYPE 16, 1113TH HEIGHT EXT. (+) 1NT. (-) 24' 30' 36' 42' 48' 54" 60' 36" 110.0 1 195.8 110.0 156.6 110.0 1305 110.0 120.0 110.0 I 120.0 110.0 120D 110-0 1 120.0 24' 30' 36' 42' 48' 54" 60' 42 110-0 j 1916 110-0 156.6 110.0 I 120-0 96.9 111.9 9Li9 1 ills 96.9 111.9 90.0 90.0 24' 30' 36' 42" 48' 54" 00' 48' 110.0 184.4 110.0 120.0 110.0 120-0 96.9 111 S 84-8 97_9 90-0 90.0 90-0 90.0 24' 30' 36" 42' 48' 54' 60' 54' 110A i77-8 110-0 1 120.0 110.0 120-0 96_9 111-9 90.0 90-0 80-0 60.0 80.0 80-0 24' W. 36' 42' 48' 54' 60" 63' W. 69' 72' 75' 78' 81' 84' I 87" 110.0 12D.0 110.0 120.0 110.0 120.0 90-0 90.0 90.0 90.0 80-0 80.0 70.0 70.0 70-0 70.0 70.0 70-0 70.0 70-0 70.0 70.0 70.0 70.0 NLO 70.0 70.0 70.0 50.0 50.0 50.0 50.0 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FDR INSTAIIAT10N DETAILS WINDOW DIES. GTA.SS TYPE '6' VOTH HEIGHT EXT. (+) INT. (-) 24' 30" 36" 42' 48" 54' 57" 60' 63' W. fig` 72' 75' 78" 81" M. 87' 66, 110.0 120.0 110.0 120.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 68.6 Say 65L 655 655 65.5 65.5 655 Sfl.0 50-0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 , 50.0 24" 30" 36' 42' 48" 51' 54' 57' 63' 66' 69" 72' 75- 79' ST' 84' 19. 72" 110-0 120.0 110.0 120-0 90.0 90.0 90.0 90.0 90.0 9" 70.0 ' 70-0 70.0 70.0 70.0 70.0 70-0 70.0 68.6 68.6 6.5 655 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50-0 50.0 50.0 50.0 - 50.0 50.0 50.0 24' 30" 36" 42' 45' 48' 51' 54' 57' 60' 63' 66` 72" 75' 78' 78' 110.0 120-0 9MO 90.0 90.0 90.0 90A 90.0 70-0 70.0 II 70.0 70.0 70-0 70.0 70.0 70.0 70.0 70A 7" 70.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 504 50.0 50A 50.0 SOA 50.0 PERFORMANCE VALUES OF WACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DW-S. GLASS Tm '6, tYmH HEIGHT EXr. (+) 1 NT. (-) 24' 30' 36" 42" 45' 48' 51' 54' 57" 60' 63' 66" 69' 72' 75" 84' 110.0 120.0 90.0 90.0 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70-0 70-C 70.0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50 O 50.0 50.0 50.0 50-0 50.0 50.0 50-0 24' 30' W. 39' 42' _ 45' 48' 51' 54' 57' 60, i 63' W 1 i i j ? 110.0 ( 120.0 90.0 90-0 90.0 0-0-0 70X 70-0 70-0 70.0 70.0 70.0 70_0 70.0 70.0 70.0 50.0 50.0 50.0 50.0 50.0 50.0 5D.0 50.0 50-0 50.0 24" 30' W. 36' 39" 42" 45' 48' 51' 54' 57' 60" 108" 1 90.0 90.0 90.0 90-0 70.0 70-0 70-0 70.0 70.0 70.0 70-0 70-0 70.0 70-0 50-0 50.0 50.0 50.0 50.0 50.0 50.0 50-0 50.0 50.0 24' 30' 33' 35" 39` 42" 45" 48' 51, 54" T20" 90.0 90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 50-0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 PERFORMANCE VALUES OF IMPACT RESISTANT IiDMWS NO SHUTTERS REIMED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WINDOW DW. GLASS TYPE 'B' 1M1TiT11 HEIGHT EXF. (+) 1NT. (-) 24' 70.0 70.0 30" 70-0 70.0 33' 70.0 70.0 35' 70.0 70-0 1 M. 50.0 50A 42' 50D 50.0 45' 50.0 50D 49" 50.0 50.0 24' 70.0 70.0 3T 70.0 70-0 33' 70.0 70.0 35' 1.4' 50.0 50.0 39" 50D 50.0 42" 50.D 5OA 45" 5D.0 50D 24 70.0 70.0 30' 70.0 70.0 33' 156, 50-0 50.0 36" 50-0 50-0 39' 50.0 50.0 1A1NDOW tvJ4G i H H 1E In 3, 3 --1 b NO Z 1YOTH " LENGTH MEINSIONS CAti EEEE OREINTEO VERTICALLY OR HORIZONTALLY AS 510^. cm PERFORMANCE VALUES OF IMPACT RESISTANT TINDOTS NO SHUTTERS REQUIRE REFER TO SHIMS 5 AND 6 FOR INSTALLATION DETAILS TI DOS DDLS. GLASS TYPE 16' W DT H HEIGL-T EXT- (+) 1 MT. (-) 19-1/8, 26-1/2' 37' 53-1/8' 26' 110.0 210.0 110.0 180.7 110.0 180.7 110-0 120-0 19-1/8, 26-1/2' 37' 53-1/8, 38-3/8' 110-0 210-0 110.0 177.3 110.0 120.0 110.0 120.0 19-1/8' 26-1/2' 37' 53-1/8- 50-5/8' 110.0 210.0 110.0 169-7 110.0 120.0 853 853 19-1/8- 26-1/2" 37� 53-1/8- 110.0 + 2D4.6 110.0 120.0 110.0 120.0 813 813 i9-1/8' 26-1/2' 37' 53-1/5' 110.0 120A 110.0 120-0 90-0 90.0 7D-O 70-0 5' HEAT STREN'D GLRS-S .090, Interlayer Saflex C] or And Color Glass By 'Ensirwn Chemical Co: OR .090' Interloyer TrMft! PV8 By `Kumruy America, Inc.' 3/16' FtEAT STREWD GLFSS M-1200 [ /,-SILiC9TE AT 1/4 POINTS ON LITE'S 10 YVIDER THAN 36' 7/16' AiOmuqAL GLASS TYPE W PRODUCT REVISED a5 ConWfy nq MRth the Flor7da EkOding Code �toa �Io. 17-0926.E 7 E ph Date K 0120 2023 8Y v ae Product NOTE: OF GLASS CAPACMEES ON THIS SHEET ARE BASED ON ASTM M El 300-09 (3 SEC- GUSTS) ��lu rrT1s1�1�� V, • 1 •� ? N 9 0 0�C9 N i Z Q 1A • 0 a02: A • pafla� • o,0bF, I zeQ LdD LU - o - w 4W0 � 3 m O 10 O U 3 - m � � o Lz 0 Lu Z 0 40 C� � ��o�No LLJ to o m �� Co 1 m a3 m o Z o p L� _ p m 0=LJ r iy 1-0 C) r G H o o W � � m 5 U p o i o i ¢ D drawing no- wol -83 shee 4 of 8 • &EFOEMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS WEND0W DIMS GLASS TYPE '2A' GI&SS TYPE '3A' WIDTH KE T DCT_ (+) 1 NT_ (-) M. (+) 1 NT. (-) 24" 30' 36' 42' 48' 54' W. 36" 110.0 180.0 110.0 1958 110.0 144.0 110.0 156.6 110.0 120A 110.0 13b.5 110.0 120.0 110.0 120.0 107.7 107.7 110.0 120.0 90.1 90.1 110.0 120.0 79.3 793 110.0 120.0 24' _ 30' W. 42' 48' 54' 60" 42' 1 110.0 168.0 110.0 193.6 110.0 144.0 110.0 156.6 110.0 120A 110.0 1210 102.9 1029 96.9 1119 90.3 90.3 969 1119 79.8 79.B 96.9 1119 705 70.5 90A 90.0 24' 30' 36' 42' 48' 54" 60' 48" 110A 160D 110_0 184.4 1100 120A 110.0 120.0 107.7 107.7 11 O.0 120.0 90.3 903 959 111.9 80.2 802 84.8 979 727 72_7 90.0 90.0 67.6 67.6 90.0 90.0 24' 30' 36' 42' 48' 54' 60' 54' 110.0 143.3 110.0 177.8 1 OS S J 105.6 11 oA i 20.0 90.1 90.1 110.0 120.0 79.8 79.8 96.9 111.9 727 727 90.0 90.0 69.9 699 80A 80.0 627 62.7 80.0 80 O 24" 30- 36' 42 48" 54' 110.0 120E 110.0 120.0 933 933 110.0 120.0 79.3 793 110.0 120.0 70.5 70S 90A 90.0 67.6 67.5 90A 90.0 62.7 627 80:0 80.0 24' W. W. 42' 49" 66' 110.0 119.5 110.0 120.0 872 872 110.0 1 120.0 70.7 70.7 90.0 90.0 61.7 61.7 90.0 90A 59.6 59.6 90.0 90.0 24' W. 36" 42' 48" 72 i i0.0 111.9 110.0 120.0 78.6 78.6 110.0 120.0 629 62.9 90.0 90.0 -14.4 54.4 90.0 90.0 52.9 52.9 90.0 90.fl PERFORMANCE VALUES OF IMPACT RESISTANT WMOV. NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETAILS TMTDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEK.-IT E KT. (+) 1NT. (-) EXL (+) 1 NT. (-) 24' 30" 36' 42" 78' 1 103.6 103.6 110.0 120.0 71.4 71.4 90.0 90.0 54.0 54.0 90.0 90.0 48 9 48.9 1 90.0 90.0 24' 30' 36' 84" 109.4 109.4 110-0 120.0 67A 67.0 90.0 90.0 502 502 90.0 90.0 24' 30' 36" 96' 22.9 92_9 110.0 120.0 598 59.8 90.0 90.0 442 442 90D 90.0 24' 30' i 74.0 74.0 90.0 90.0 56.8 56.8 90.0 90.0 24' 120' 62 5 62.5 90.0 90.0 lN. VVIDTH WINDOW LEHM BL Slog WIDLH AND LENGTH Dza3mRs CAN BE OREMED VERTICALLY OR HMiZONTALLY AS SVMM ASOVE ' TEW. GLASS 1 /B' ANN .cI9 GLASS 0" I-kedayer Saiiex CLes nd Coln- Glass E!y 'Eosbnan Chemical Co! r OR .[190' IrrterFvy�er Trosiio I PYB By 'Kurar+ay America. Inc.' a w m g N 1/8' ANN. GLASS cs GE-1200 SILILUNE XL EDGE SPACER + V ST. STEELBY 'COM(NAI! ©O AT 1/4 POINTS ALL SM DUB BY 'OUANW OR SUPER SPACER EIY 'QLlANE7C 3/4" INSULATED GLASS TYPE '2A' PERFORMANCE VALUES OF IMPACT RESLL4I'ANT WRWTI NO SHUTTERS REQUIRED REFER TO SHEETS 6 AND 7 FOR INSTALLATION DETA)LS 1PMOT DIMS. GLASS TYPE '2A' GLASS TYPE 'SA' WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) 19-1/8' 26-1/2' 37' 53-1/8' �• 110.0 210.0 110.0 210.0 110.0 166.2 110.0 180.7 110.0 1662 110A 150.7 110.0 120A 110.0 1 120.0 19-1/8" 26-1/2" 53-1/8' 3�3 110.0 2D0.6 110.0 210.0 110.0 163_0 110.0 177.3 110.0 116.8 110.0 120.0 87A 87.0 110.0 120.0 19-1/8' 26-1/2' 37' 53-1/8' S4`5/8. 110.0 1115.7 110A 210.0 110-0 133.0 110D 169.7 97_9 979 110.0 120A3 70.8 ( 70.8 135.3 65 19-1/8' 26-1/2' 37' 53-1/8" �• 110A j 177-5 110.0 204.63 104-3 104 110.0 120A 72.9 72-9 110.0 120-0 60.1 60.1 81Z 813 19-1/8' 26-1/2' 37' 74-1/4' 110.0 120.0 110.0 120.0 90.5 i 90.5 7i0A i20A 588 J 58.6 90:0 90.0 i/8' TEMP. GLASS r-- i /8" TEMP_ GLASS _O90' Irrerlayer Safmx CLeaF. And Color Glass By 'Eastman Chemic2 Co_' OR _090- interlayer Trositoi PYS By 'Kurcray America, Inc.' E TEMP. CLASS LE-1200 SzLICEINE XL EDGE SPAC>_R V ST_ STEEL Err 'CAFDINAL' OR 10 AT 1/4 POINTS ALL SIZES DURASEAL BY 'QUANW OR S1JPER SPACER BY 'CxME>C 3/4' L►dSU ATED GIASS TYPE 'SA' PRODUCT REVISED as congAyimg will the Florida Building Carte NOA-. fo. 17-0926.17 Expiration Date 10120=23 B� e Product o ._ MOTE: r :1 ivi GLASS CAPACMES ON THIS SHEET ARE BASED ON A`S1V E1300-09 (3 SEC. GUSTS) 3 0 O BID _Z 410 0 rI � 3 m � � o FL_ 0 Uj X En z E 0 �Cj o j - � m go 0 r7 ,� to Ito Z'L En tl ( En U �� o '- } N Or n N_ o Y drawing no. W01-83 sheet 5 of 6 ,v D i/4' ULTRACON X 4 N . m TIC a T' LUK 2-1/-,2 MDL INSTALLATION CONDITIONS (APPLIES TO ALL FOUR SIDES) FOR AWCHOR PERFORW+NCE VALUES SEE SHEET 6 1/4' ULTRACON-I INSTALLATON TYPE '1' WOOD BUCK TYPE '1' 11A�R(AL Pit 7RFA31® TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDESf USING WOOD 1-1/Z' rEWSED S t � 1 ` a BUCK 1NSTALLATK]I+' BY 01 HU S 1 3/8' 1 ` Id1rl. 1NaALLA-n0N TYPE '3' WOOD BUCK TYPE '3' Wd4T tRl4L PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDESfUSING WOOD SEAIAhT c J - `•P Q" c r Ira. 2-1/2' kWL In bM="q0"_,"_,4A4 2� INSTALLATION TYPE '2' WOOD BUCK TYPE '2' ►t4TEfbA1: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD 1 /4' ULTR S 1-1/2' EW3ED SEALANT X iV 4 V 4 BUCK IMALAATION EY OTHERS 1' Ad81_ INSTALLATION TYPE '4' " Wo y tart.: •.>�. � sr TYPICAL ANCHORS SEE ELEV. FOR SPACING ►lE[AL i STRUCTURES ATTACHMENT TO METAL STRUCTURES ATTACHMENT TO APPROVED MULLIONS TYPICAL INSTALLATION, DETAIL ON ALL FOUR SIDESIUSING WOOD PRODUCT REVISED as complying with the Florida r_ SWIding Cade NOA�wo. 17- M26.17 Date 10120 2B23 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM! AND TRANSFER BY THEM TO THE BUILDING STRUCTURE t46iam a e Prvdu a_t6r) v U 1 • • Ice I' • a aam`� . .tit o6,nc: . , a?� • OaQQg .� O0E 0 HWze 3 rn r O JOOa J a� F 3 O C14 m � Z o O n 3, n w i o E or Ir 0 u X o' iE z 70 CD to 0 tom: N o Li O D3 :r! �: A C14 m � n n U O O to V�� PERFORMANCE VALUES OF II+STALLAMON ANCHORS REFER TO S�IEET 6 FOR DETAILS PERFORMANCE VALUES OF IHStALI.AiYDN ANCHORS REF TO SHEET 6 FOR DETARS wra" DIMS. EXT (+) IKIT. (-) TMOT DIME. EKT. (+) CTT. (-) Trim HDGHT WON HEIGHT 24" 30' 36' 42' 48' 54' 60' 63" 66' W. 72' 75" 78- 51" Be 87" se 210.0 24' 30' 36" 42' 48' 54" 60' 63' 66' 69' 72' 75' 78' 81• 84" 87' so' 210.0 210.0 210.0 210.0 210.0 210.0 207E 210.0 2DO.0 210.0 1975 190-5 161.6 177E 148.1 2083 1709 195.1 158.7 1852 14-8.1 17L4 138.9 166J 130.7 1905 14gi 7 81 B 140.4 1735 1333 165.7 127.0 24' 30' 38' 42' 48' 54" 60" 63' 66' 69' 72' 75' 78' 81' 84' 87' 90° 42" 210.0 24- 30' 36' 42 .0 54" so" 63" 66' w 72" 75' 78" 81' 84' 1 87' 90' j ij S 60' I I i 21" 210.0 21" 210A 1905 210.0 175.8 210.0 166.7 207E 161.6 175E 150.0 1632 1455 1905 160.0 175.6 153.6 166.1 1429 155.7 133.3 150.4 125.0 171.4 1412 1633 1333 1558 1263 149.1 120.0 2+' 30' 36' 42' 4B' 54' W. 63' 66' M. 72' 75' 78' 81' 84' 87' 90' 48' 210.0 24' 3D' 36' 42' 48' 54' 6D' 63' 66' 69' 72' 75' m. 81' 84' 67' W. 210.0 210.0 210.0 210.0 2083 210.0 1905 210.0 178.6 200.0 1709 166.7 160.0 153E 145.1 178E 165.3 76S_7 1515 1563 1399 147.1 1299 138 a 1212 157 S 136.4 150.0 128.3 1429 1212 136.4 114.8 PERFORMANCE VALUES OF IRSTALLATION ANCHORS REFER TO SHEET 6 FOR DETAfLS YlkDoa DDf.S. EXT. (+) WT. (-) mumm HEX;iT 24' 30• 36'i 42' 48" 54' W. 63' 65' M. 72" 75• 7B' 81' 64' 67' 9D' _ 210.0 210.0 1852 168.1 156.3 148.1 1429 141.1 139.9 139.1 138.9 128 2 119-0 133 3 125.0 117.E 111.1 24' W. 36" 42' 45' 54- 60' 63' W. 69" 72' 75' 78' 81' 76" 210.0 190.5 166.7 150A 138.9 130.7 125.0 122-9 1212 1199 119.0 115.5 1183 1183 84' 87' 24' 30" 36' 42- 48' 54' 84' 60" 63- 66' 69' 72' 75' 78' 81' 24' 30' 3S' 42' 48' se 60' 63' 66' PERFOHMANCE VALUES OF INSTALLATION ANCHORS REFER TO SKEET 6 FOR DETAILS Wl"oT DI1ds pO- (�) ENT. (-) WIDTH HEIGHT 24'. 30' 36' 42' 48- 54' W. 63' 108" 210..0 180E 155E 1379 125-0 1152 107-7 104.6 24' 30' 36' 42' 48" 54' 120' 21" 182.9 15" 13E5 125.0 114-7 24' 30' 36" 42' 48" 132' 210.0 784 s 1579 139-0 125 0 24' 30' 36' 42. 48' 1. 204.5 167.4 142.9 125.4 112.5 24' 30" 36' 42. 158' 2Dsi3 1702 1449 127.0 1163 PERFORMANCE FADS OF DTSL'ALLATION ANCHORS REFER TO SHEET 6 FOR DE041S 11&4 2", 0.0 208.7 VINDUIF Dchn EXT. (+) INT. (-) 181.8 6'DTH HEX;HT 163-3 i9-1/8" 26-1 /2' 37' 53-1/8" 26, 21aO 150.0 21 M0 14Q4 210.0 133.3 210.0 130.s 79-i/B- 26-1/2' 37' 53-1/$' 3B-3/8" 210-0 12" 210.0 1265 210.0 125.0 21" 123.9 19-1/8' 26-1/2' -Tr 53-i/8' �{TJ 50 _/8" 210-0 11&3 210.0 . 122.6 210.0 210.0 204.5 177.6 19-1/8" 26--1/2' 37" 53--1/8' er 210.0 153.E 210.0 137.1 174.9 125.0 14" 115.9 19-1/8- 26-1/2" 37' 53--1/8' 74-1/4 210.0 109.1 210.0 106.3 1745 103.9 142-1 69' 101E 72" 100.0 7" ._ I1f = W90O V LENGTH o � 3 WmT}H AND LUCTH DIMEI 9MONS CAN BE ORIER7fD Vt'RDCALLY OR HORUONiALLY AS SHOWN ABOVE i/4' M ULiRACON 13Y 'ELGO' (FL-m M f'y-i55 K5I) INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 11 Y BUCKS INTO CONC_ OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR Ai4StNRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY J14 S►1S OR S13F DRILLING SCREWS (GRAD 2 CRS) INTO METAL STRUCTURES SfEEI- _ 12 GA. WIN. (Fy = 36 KSI MIN.) ALUMINUM _ 1/89 THK. MIN. (6063-T5 MIN.) (STEEL IN CONMIACT WITH ALUMINUM TO BE PLATED OR PANTED) .112 SIBS OR SL1f DRTLUNG SCREWS (OtADE 2 CRs) INTO MIAMI-DADE COUNTY APPROVED MULiJONS (MIN. THK. = 1/8') (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1 " MILT. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMES SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMES f c = 3000 PSI WN. C-90 HOLLOW/FILLED BLOCK AT JAMES f m = 2000 PSI MK PRODUCT REVISED as congAying wIlil the Florida Suring Code NOA-No. 17-0926.17 Expiration Date 105=023 By I W7a,de Prod C 7T .\illfff)r, ,x• Z m �• bko h 05 d 0 �•Ld N • N 0 0 u g Mo•• A.o W Ti O O m QLok 6 flu -o om E O m Q tuu GOD F �r a O m � U z M LJ L- M Lij Ir z �m to D N o pl 0) to n Q1O1 �� cn O a uj m Q r� o:d o z:� z ♦♦ ��. • • cr T o � oLcr l ® OF -�� drawing a no. Wol sheet 7of 8 PER ORVJkNCE VALUES OF ALUMINUM BUCK UWALLAM ON ANCHORS PERFORMANCE VALUES OF ALUMINUM RUCE RMAILAr ON ANCHORS PERFORMANCE VALUES OF ALUMDMM BUCK ON ANCHORS PERFORV"CE 'VALUES OF ALUNDW BUCK INTT N ANCHORS WINDOW Dt1!S ANCHORS AT 17' O.C. ANCHORS AT 10" 04 1PIL OT Dilm. ANCHORS AT 17' O.C. A?WHOES AT 10' O. TMOlT D47u5. ANCHORS AT 17- D.C. ANCHDE9 AT 10' TEN-M DTSLS. ANCHORS AT 17' O.C. ANCHORS AT 10- O MYTH H3GK E XT. (4) W. () EXT. (+) "T. (-) VA TTH HEIGHT EXT. (+) NT. (-) tx. (+) W. (_) I wm HEIGHT EXT. (+) W. (-) EXT. (+) WT. (-) WE7TH HEIGHT EXT. (+) WT. (-) D7. (+) ITT. t-) 24" 30' 36' 42' 4B' 54' 60' 63" 55' 72' 75" 78- 81" &4- 87- 90" 2078 21CA 24' 30" 36" 47 4B' 54' 60' 53' 65' 59" 72' 75' m. 81" 84" 87' 90" 158.3 E 210M 24" 30' 36' 42' 48" W 60" 63" W. W. 72' 75' 76' 81- 84- B7" 90" 1385 193.9 24- W. W. v. 48' 54' 60' W. 108' 1212 i90.4 1899 2105 136.4 204.6 116.6 163.3 100.1 157_3 184.7 210.0 123.1 1843 1025 14-'6 56.2 135.4 13&5 184.7 115.1 172-7 93.1 130.4 76.4 120.1 1477 1847 1108 1562 86.6 121-2 693 108.6 1231 184.7 109.4 164.1 82.1 1149 63 B 1003 105S 15E3 895 1 1342 79.1 110.8 593 93-8 985 1724 B21 143.E 7Er2 109.4 579 910 115.4 '461-5 94.7 132-6 77_5 108E 24" 3O' g6' 42' 48" 54" 120" 123.i 184.7 108.6 152.1 87.9 i 123.1 77.1 1079 1013 152.0 102.5 1436 821 1149 769 107.7 B6 9 130.4 972 1555 7" 123.1 71 A 107.7 76.7 115.1 92 Z 1473 72-4 1159 66-0 1055 623 1039 1055 140.7 82i 109.4 73-9 SS-5 63.5 953 10Q7 151.1 77-8 116.6 69.3 1.03.9 24' 30" 36' 42" 48' 132" 1247 18Q1 9E3 1445 739 11U8 652 97.8 1023 1473 923 1385 70.3 1055 61.6 923 97.5 121-54 24" 30" 38' A-2' 48" 54' 60' 63' w &4" 72- 75" 81' es' 87' 90' 42" 166.2 21 QO 24" 3C' 3fi 42" 48" 54' 60" 63' 56" 69- 72' 75- 78' 8i' 84' 57' 90 i05S 6D' - 1365 : 2078 24" 30" -W 42' 48' 547 60' 63' 66' 69' Tc- 75- 78- 81' 84' 87' 7E 1259 2015 77.0 111-2 147=i 197A 1782 17?3 7055 1688 693 100 0 1385 184.7 1.M3 92_3 ,47.7 24" 3O' 36' 42' 48' 144- 1133 188s 135_7 1809 97.4 14&1 633 1333 928 154.6 135.7 175.9 92 3 j 1385 7E9 123.1 79.1 131.9 115.1 172-7 89.5 1343 724 1159 693 115-6 97.4 14& 1 8&6 I 133 D 693 110.B E23 1039 90.4 15&3 8Q6 1339 681 1039 24' 30. W- 42• 155' 115.4 154.7 1055 147.7 8&6 1293 672 107.4 943 1509 9" i385 85-2 4 1193 66.4 1053 803 12B5 93.1 ?3(14 79.1 110.8 65.0 105.5 703 112.6 87.9 140-7 73.9 1182 65.7 105.1 83.3 1 133-3 69.3 110.8 &5.6 1049 PERFORMANCE VALUES OF ALUMINUM BUCK INSi'AL ATION ANCHORS 95.0 126.E 782 1043 65.6 97 t 90.4 135.7 739 1108 65.6 1023 863 1295 700 1050 639 95 9 VINDOB DD-c_ ADEs AT 17- O.0 AxcH AT SQ" 0. c. 826 1239 56.5 99.7 24' 30' W. 42' 48' 54- 60' 63" 66" W. 77" 75' 78' 81' 84' 1385 207-8 NTH HE)GFTT 09 (+) WL () tDLT. (T) IIT. (-) 24' 30' 36' 42' 48' 54' 60" 63" 66' W. 72' 75' 78' 81' 64' Err 90' 18" 184.7 210.0 24' 30' 36' 42' 48" 54' 60' 63 68' 69' n. 75' 78" 81' 84' 87" 9(1' 66- 1539 210.0 115.6 173.4 1612 2015 130.4 1825 1007 151.1 19-1/8- 26-1 /2" 37' 53-1/8- �� 210.0 210-0 i477 184 7 1 t 5 4 167 s 90.+. 135 7 210.0 210.0 135.7 175.9 1055 147.7 83-1 1247 121.8 210.0 13B.5 773.1 9&S 1385 77-8 ,16.E 152.9 210-0 110.5 i66.2 94.7 132-6 73.9 110.8 19-,f8' 26-112' 37" 53-i/8' 3B-3/8' 210L 210-0 92.3 , 1385 88.E 1293 72-4 10&5 1797 2,0A .2 852 149' 8Q4 1285 71.1 10&7 1627 210-0 9&9 1 ML5 91.E 12B2 70.1 10&1 122.5 183.E 923 1292 E19 It 175 69.3 1039 19-1/8- 26-1/2" 37' 53-1/8' 50-5/6• - 2032 210-0 86.6 121.2 77.5 1085 68.6 1029 161.1 201-4 81.5 130.4 719 115.7 65.6 1023 1342 167-8 76..9 123.1 57.2 107.4 679 973 1133 155.6 87.5 116_5 75.5 100.7 24' 30' 36" 42' 118.7 197.9 19-1/8- 25-1/2- g7' 53-1/8' 63' 156.1 210.0 83-1 124.7 71.1 105.7 985 164.1 121.0 210.0 79.1 11 &7 67.2 100.7 65.2 142.1 9" 169.6 75S 113-3 63-6 95-4 760 12&6 B24 14-4.2 ALUMINUM BUCK FRAMING DETAILS REFER TO SHEM 3 THRU 6 FOR R6100W C4PA!'d im USE LOWEM APPLICABLE VALUES. 2500 545 h^ 562 ^1}" --I 592 .125 ALUMINUM BUCK 6o63-i6 B45 i .065 1.125 so3 OPTIONAL COVER 6063-TB f14 SAIS AT 6" FROM ENDS 17' O.C. MAX AT HEAD/SU /JA1dB a 1Yri".DW LiLTRA�tI tom: 1 7-Af/4' W N. CONC. EMBED e A IT 6" FROM ENDS SEE CHART FOR SPACBVG INSTALlADON T�'PE '5' AT HEAD/SLL/"S 114 SMS AT 6' FROU E14DS 17' O.C. mkx AT HEAD/SILL/"& i' AlChLN, 1 /4' DSA LFLTRACON 1-1/4' MIN. CONC. EMBED AT 6' FROM ENDS SEE t J �4A i FOR SPACM INSTALLATION TYPE V AT HEAD/SU/J MB 2BY MOOD BUCK OR WOOD STRUCTURES PRODUCT RENEWED. - as conwlyseg wiffl the Florida tBuB&mg Code 48" '96' 693 115.4 19-1/8- 161-2 210_0 tfOA #v 17-0926•17 54' 643 107.1 26-1%2' 74-1/4- 5 4 197.4 Ep! p� 1p 60' 60.4 100.7 37" 96.7 154.7 S� i ' `y ��: •. .:� 63' SS_9 983 53--1/8- 7&7 12rW TEpF 66" 57.E 9159 IiHia Prod u 1 5&4 94.0 TYPICAL INSTALLATION DETAIL! 1 72' 55.4 923 ON ALL FOUR SIDES/USING ALUMINUM BUCK SYS`TDr1 ,�' �i�, �dE' l'' `\• 1ttll1111 • • • V. • a C • g f• b � 2 Z . • �o �Ao00 c �1e1m�• ti . 0 Qo< 0�� 0 n dtjL LLze1 -o W Z CCo w Q )u a I- 0 z o '- N ' cs N � o • o s v WO1-83 sheet 8 of 8 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/economv 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.tjv' use of construction materials. The documentation submitted has been reviewed and accepted by Miax"Pade Coantjc RER :"'•. Product Control Section to be used in Miami -Dade County and other areas where allowed by i?haAAAhority • • • Having Jurisdiction (A -U). ...... ... . ..... This NOA shall not be valid after the expiration date stated below. The Miami-Dade-Cennty Product"-ontro? • •;' Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade.C6011t) reserve'the right '. to have this product or material tested for quality assurance purposes. If this product or mafariai:fails to ' perform in the accepted manner, the manufacturer will incur the expense of such Ze stln$ and tli �AHJ mays .... immediately revoke, modify, or suspend the use of such product or material within leir jurisctQtei! 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 "238" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 Page 1 Ia.3a. �g 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. W98-100, titled "Series-238 Alum Outswing Cgser;Le;Lt Wdvv. tI.M.I.)'•; ••;• sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98,' With revi&Ion',I dated '. .. . . ..... 04/10/15, prepared by Al-Farooq Corporation, signed and s;, JJ j4 by Javac Ahm4.• P.E. ...... .... .... . . .... .... ..... B. TESTS • ...... ... . ..... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading ptr VBC TAS 2M7 94 ' • •' ;' 2) Large Missile Impact Test per FBC, TAS = P: • 3) Cyclic Wind Pressure Loading per FBC, T4S 2Q3-94 ; • • • , • • • , along with marked -up drawings and installation diagram of d zeiies 7500.PV.0 fixes" window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(& and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal@ and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA # 14-0506.01) 4 Manuel Pe z, F.E. Product Control Exmffiner NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per F.BC, T4$162-94 ...... 3) Water Resistance Test, per FBC, TAS 202-94 .. 4) Large Missile Impact Test per FBC, TAS 204•94• • • • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAN465-94 :....: 6) Forced Entry Test, per FBC 2411.3.2.1, and TA&202-94 • • .... .... ..... along with marked —up drawings and installation diagram of• ��l}iminu caSemerlt. ; • window, prepared by American Test Lab of South Florida,.,' Test Repart NO ..... ATLSF-1109.01-12, dated 11/20/12, signed and sealed by HeVTJ41ttem, P.L. •, (Submitted under NOA # 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: • • • ; • • • • 2) Uniform Static Air Pressure Test, Loading per FBC, TA$.2p2-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. 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 outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE (Submitted under NOA # 08-1010.02) 8. 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 casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) Manuel ere Product Control Ex min r NOA No. 17- .11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TU202-94 • • • • • • 3) Water Resistance Test, per FBC, TAS 202-9.4. • % • 4) Large Missile Impact Test per FBC, TAS 2W.-94. : '..' ....:. 5) Cyclic Wind Pressure Loading per FBC, TA&43-94 ;....; 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS.202-W ' along with marked -up drawings and installation diagram of a.n'aluminum casement :'' - 00000 window, prepared by Fenestration Testing Laboratory, Inc.,.je�t.Reports 149: FTL..... 1003 and FTL-1041, dated 10/14/94, both signed and sealed b�6 W-amil Kuri, R.E. (Submitted under NOA # 96-0417.03) • . . . . ...... C. CALCULATIONS • • • 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. Manuel Pere .E. Product Control E a ner NOA No. 17 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 5te Edition (2014)•, dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad AjiAa,-P.E....... (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section,•dattj& OctA r•02, 2013• • • • and revised on February 24, 2014, signed by Manuel Perez, P.8""' :.... : (Submitted under previous NOA # 14-0506.01) • • .... .... ..... 3. Laboratory compliance letters for Test Reports No. HTL-008Q -07 fQ4 r ecirnen..:..' A and B and HTL-0080-0905-07 for specimen B and C, issued liy Ourricane Wst • • • • • • Laboratory, Inc., dated 09'21/07 and 10/12/06, both signed and%ttted by Vino J. '. Abraham, P.E. (Submitted under NOA # 08-1010.02) • .. . .. . 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlaver by Kuraray America, Inc., as well as DurasealS 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. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/18. Manuel ere Product Control Ex mi er NOA No. 17-0 8.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing CVemgnt Wdys!fL!M.I.)"„��.� sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98'.vAtlt revision K dated .' 08/30/17, prepared by Al-Farooq Corporation, signed and sm4jel-by J;vac&-Ahmad,---:- P.E. 000000 • .... .... . . .... .... ..... B. TESTS ...... ... 1. None. .. .. .. ...... ......00 C. CALCULATIONS """ .*0000 1. None. •• • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21 /21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 511 Edition (2014), with FBC 6th Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 09/17/15 and expiring on 10/26/18. Manuel Per . P E. Product Control E m' er NOA No. 17-0 8.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-5 21 O SNUBBER AT IMPACT VINDOVS ONLY s Aj_� D.L. OF 1' VENT WIDTH EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. 0 W DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. 101 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON STEP 4 SHEET 7 TO DETERMINE CAPACITY. ,STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. WW-2' .L. OPG. 6" MAX. TYP. HEAD/SILL CORNERS SURFACE APPLIED FALSE. MUNTINS OPTIONAL ip 24' MAX. TYP AT HEAD/SILL TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK BY 'INTERLOCK' ALT. TO CAM LOCKS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS FOR MULLION/MULTEPLE UNITS, REFER TO TO THE BUILDING STRUCTURE. SEPARATE CGl MUWON N.O.A. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. 0, r AA MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT r.111 PRODUCT REVISED COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE do ADOPTED STANDARDS. as complying with the Florida THIS PRODUCT APPROVAL IS GENERIC -AND DOES NOT PROVIDE INFORMATION Building Code NOA--No. 17-0818.17 FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Expiration Date 10126/2023 WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, gy AND TO BE REVIEWED BY BUILDING OFFICIAL Miarn ade Pro uct Co ro U Z { m 3 0 • • • • N • IL • II {�• L • pCl.e • • �M. V 4�� • • 0 }•?Z M •• � i • • ��///� N {LL�i �a N • DILL • Q Mf rn LO V � M N W L M 0 WCq < z � � N N r $ NM o M M v C O _ Og'� U' O ¢ _j /.0' w Or q N j N � 7 ' L ATE OF '•:�/� drawing no. i6ij W98-1 0C NALsheet 1 of 7 c W SNUBBER AT IMPACT WINDOWS ONLY EXTERIOR f.215r 0 F W FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. NTS MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX. WDW. LOCK HEIGHT POINTS 42' 2 ! 63' 3 84' 4 VENT WIDTH WW-1 1 /2' D. L. OPG. WW-6 1 /2' 6' MAX. TYP. HEAD/SILL SURFACE APPLIED FALSE MUNTINS OPTIONAL tD 24' MAX. TYP AT HEAD/SILL TYPICAL ELEVATION (EQUAL LEG FRAME) MULTI POINT LOCK 9B BY 'INTERLOCK' fi8ALT. TO CAM LOCKS MAX. WOW. LOCK HEIGHT POINTS 3B' 2 56' 3 74' 4 84' 1 5 PRODUCT REVISED as complying with the Florida H? Q 2117 b�n Building Code NOA-No. 17-0918.11 Expiration Data 10/2612023 BY 1�� :•• VCEN� /��i I�Io. 70592 OF •+f(/� Z � 0� M F. z • W QC N •� •. N a 6. < o00 &5e y t 0► . �• = o O N N U Q C LO 3 _ 0 L M N¢ 0 EI .. U w 0 � Z 05 N N O r� C ZV is � Q M c) N 0 0 00 ' m G a drawing no. W98-10C sheet 1.1 of 7 ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUN. k NOWAK6]: 13 I ( CORNER KEY 060 THICK ST. STEEL 2.1 OCORNER KEY .062 THICK ALUMINUM 2.075 FLANGE FRAME 1.057 to EQUAL LEG FRAME 2 465 5 ITEM PART # QUANTfTY DESCRIPTION MATERIAL I MANF./SUPPLIER/R.EMARS3 1 CGI-373 4 FLANGE FRAME 6063-TS INDALEX OR EQUIV. 1A CGI-397 4 I EQUAL LEG FRAME 6063-T6 INDALEX OR EQUIV. 2 CGI-378 4 VENT (5/16" LAM_ GLASS) 6063-T6 INDALEX OR EQUN. 29 CGI-381 4 VENT (INSUL LAM. GLASS) 6063-T6 INDALEX OR EQUN. 2C CGI-385 4 VENT (7/16" LAM. GLASS) 6063-TS INDALEX OR EQUN. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUN. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 025O--K-190 AS REQD. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LACK STEEL TRUTH. ATTACHED W/ (2) #8 X 3/8' SMS 9A - 1/ VENT MULTI POINT LOCK - TRUTH 9B - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LACK STEEL CC[, ATTACHED W/ (2) 110 X 3/8' SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8' SS SMS 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8' SS SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4" SS SMS 1.757 0 I 090 TYP, Z ti L875 °2•�, L 720 a.2 :' N I --� 1438 • • � (p �¢` v L) �A U. 1.222 U. • Q VENT (5/16" LAM. GLASS), 1.757 Q at 0 Q:p Q tt • 090 TYP. C • 1.875 4 8 � V} 720 1a �� N .J m 1.624 _ 28 VENT (INSUL. LAM. GLASS) 0 1,757 O w n� .090 TYP. L875 a = N o O .720 � O N M L438 ¢ p N zU ,. O _ 1.347 v0 2C VENT (7/15" LAM. GLASS) 754 +83 {330 617 oUj O CGI-375: OGEE GLAZING STOP O Ei 3 U v 753 mv0 0� z z z .808 530 N 0 O N N M PRODUCT REVISED s17I- H o 0 o g 13 as complying with the Florida Building Code 3A CGI-395: SQUARE GLAZING STOP > m NOA-No. 17-0918.11 tit ► 111101 Expiration Date 10/26/2023 ��a®, ,o �i co w By Miami ade Product on • 7059Q t = ~ �r L) 2311 drawing no. OF ` 'o l�o�.•��,� W98-100 's 10`� frriiilti sheet 2 of 7 � Tt a yt"�E 5 '�-u -ryw 4.4 �1/8" ANN. GLASS .090" Saflex Clor And Color Gloss By 'Eastman Chemical Co.' .090" Trosifol PVB By 'Kurarcy America, Inc.' 1 /:3" ANN. GLASS SILICONE GE-1200 DOW 995 DOW 899 5/16" NOMINAL GLASS TYPE '2' 16" ANN. GLASS .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' .090' SentryGlas By 'Kurarcy America, Inc.' .090" Trosifol PVB By 'Kurarcy America, Inc.' 6' ANN. GLASS SILICONE GE-1200 DOW 995 DOW 899 f�� / 7/16" NOMINAL GLASS TYPE '3' �-r sE• PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) 20' 24" 28. 30" 32' 36" 40. 42' 36, 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 20" 24" 28' 30" 32" 36' 40" 42' 42' 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 B3.3 110.0 120.0 110.0 120.0 79.3 79.3 110.0 120.0 60.0 80.0 20' 24' 28' 30' 32' 36" 40" 42' �• 110.0 145.7 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.5 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 91.1 91.1 110.0 120.0 110.0 12C.0 80.9 80.9 110.0 120.0 110.0 120.0 72.8 72.8 110.0 120.0 110.0 120.0 69.4 69.4 110.0 120.0 60.0 60.0 20" 24" 28" 30' 32" 36• 40" 42" 54" 110.0 129.5 110.0 195.0 110.0 195.0 98.0 107.9 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 6" HEAT STREN'D GLASS .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Gear And Color Glass L YERS-By 'Eastman Chemical Co.' YERS .090" SentryGlas By Kurarcy America, Inc.' 090" Trosifol PVB By 'Kurarcy America, Inc.' 3/16" HEAT STREMD GLASS 7/16" NOMINAL GLASS TYPE '6' PERFORM CE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED TO SHEETS 5 THRU 7 FOR INSTALLATTDN DETAILS WINDOW D GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH GFTT M. (+) I 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) 20" 24" 28 30 32 36, ,W. 42" 60" 98.8 112.6 110.0 195.0 110.0 195.0 85.8 95.4 110.0 195.0 110.0 120.0 76.7 83.3 110.0 120.0 110.0 120.0 73.2 77.7 110.0 120.0 110.0 120.0 70.2 72.8 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 - - 60.0 60.0 60.0 60.0 - - 60.0 60.0 $0.0 60.0 20" 24" 28' 30' 32" 36" 40" 66" 86.7 86.7 110.0 195.0 1 110.0 195.0 73.4 73.4 110.0 120.0 110.0 120.0 64.2 64.2 110.0 120.0 110.0 120.0 60.6 60.6 110.0 120.0 110.0 120.0 57.5 57.5 110.0 120.0 110.0 120.0 - - 60.0 60.0 60.0 60.0 - - 60.0 60.0 60.0 60.0 20" 24" 28" 30" 32" 36" 72' 66.4 $6.4 110.0 195.0 110.0 120.0 56.1 56.1 110.0 120.0 110.0 120.0 48.9 48.9 110.0 120.0 110.0 120.0 46.0 45.0 110.0 120.0 110.0 120.0 43.6 43.6 110.0 120.0 110.0 120.0 - - 60.0 60.0 60.0 60.0 32" 36• 76' - - 60.0 60.0 60.0 60.0 - - 50.0 60.0 60.0 60.0 20" 24' 28" 30' 32' 78' 52.0 52.0 110.0 120.0 110.0 120.0 43.8 43.8 110.0 120.0 110.0 120.0 38.1 38.1 110.0 120.0 110.0 120.0 - - 110.0 120.0 60.0 60.0 - - 60.0 60.0 60.0 60.0 20" 24" 28" 30' 32" 84" 41.5 41.5 110.0 120.0 110.0 120.0 34.9 34.9 110.0 120.0 110.0 120.0 - - 110.0 120.0 54.5 54.5 - - 51.2 51.2 51.2 51.2 - - 48.3 1 48.3 49.3 48.3 NOTE: LOAD/AREA LIMfTS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. +110.0, -195.0 PSF = 10.00 SQ. FT. SILICONE GE-1200 DOW 995 DOW 899 a SQUARE BEAD OPTIONAL ALL GLASS TYPES PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDC K DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH I HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (- 19-1/8" 26-1/2" 37" 42" 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 110.0 145.4 110.0 195.0 110.0 195.0 110.0 128.1 110.0 195.0 110.0 195.0 p-1/8" 26-1/2' 37' 42' 38-3/6' 110.0 190.6 110.0 195.0 110.0 195.0 110.0 137.5 110.0 195.0 110.0 195.0 98.5 98.5 110.0 194.5 110.0 120.0 86.8 86.8 110.0 120.0 110.0 120.0 19-1/8" 26-1/2 37" 50-5/8° 110.0 144.5 110.0 195.0 110.0 195.0 99.7 104.3 110.0 195.0 110.0 195.0 74.7 74.7 110.0 120.0 110.0 120.0 42° 65.8 65.8 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37" 42" 63" 95.7 104.2 110.0 195.0 110.0 195.0 74.9 77.9 110.0 120.0 110.0 120.0 60.0 60:0 110.0 120.0 110.0 120.0 - - 60.0 60.0 60.0 60.0 19-1/8' 26-1/2" 37" 74-1/4" 63.0 63.0 110.0 195.0 110.0 120.0 46.6 46.6 1 110.0 120.0 110.0 120.0 - - 59.8 1 59.8 59.8 59.8 37' 77• - - 56.3 1 56.3 56.3 55.3 ' 'K LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B IS USED �k* SI2E 37" X 77° APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 PRODUCT REVISED as complying with the Florida Building Code NO"*. 17-0918.11 Expiration Date 101 /2023 By i'v/ Miam Dade Product Co 1 Vc) b o ►Y-� CO Z CH 3 y ••i• �IE N • •• Of • aU o • • • •••••• �0• • • kt� • - *:..:e o M a. • N lip Ua10 • •, • •••• •••••• •••••• gg o Q W L- N rn U M C � L. M w O .. R ca z � O N 0 M S C Z -J 1� N 3 O � - M 0 � v � C) r p• OF &7e drawing no. ,c��- ... QP •�� W98--10( XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR OURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' k, 1/8' TEMP. GLASS AIR SPACE 1/8" ANN. GLASS .075" Saflez CP With PET Core By 'Eastman Chemical Co.' .090' Saflex Clear And Color Glass By 'Eastman Chemical Co.' INTERLAYERS .090" SentryGlas By 'Kuraray America, Inc.' .090" Trosifot PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE j GE-1200 DOW 995 i DOW 899 XL EDGE SPACER SETTING BLOCKS ST. STEEL BY 'CARDINAL' 2/ LITE OR EPDM DURASEAL BY 'QUANEX' DUROMETER 85±5 . OR 3/4" INSULATED SUPER SPACER BY 'QUANEX' GLASS TYPE '2A' 1/8" TEMP. GLASS AIR SPACE 1/8" TEMP. GLASS .075" Saflex CP With PET Core By 'Eastman Chemical Co.' .090' Saflex Clear And Color Glass INTI7ZLAYERS By 'Eastman Chemical Co.' .090" SentryGlas By 'Kuraray America, Inc.' 090" Trosifol PVB By 'Kurcray America, Inc.' 1/8' TEMP. GLASS SILICONE GE-1200 j DOW 995 DOW 899 3/4" INSULATED GLASS TYPE '3A' SETTING BLOCKS 2/ LITE DUROMETER 85±5 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER To SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALISES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS, GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 11 NT. (-) EXT. (+) 1 NT. (-) 20' 24' 28' 30" 32" 36' 40" 42' 36" 110.0 194.3 110.0 195.0 20" 24' 25' 36' 32" 36" 40' 42. im" 98.8 112.6 110.0 195.0 19-1/8" 26-1/2' 37' 42' 26" 110.0 1 195.0 110.0 19,9.0 110.0 151.9 110.0 195.0 85.8 95.4 110.0 120.0 110.0 203.0 110.0 195.0 110.0 138.E 110.0 195.0 76.7 83.3 110.0 120.0 110.0 145.4 110.0 195.0 110.0 129.5 110.0 195.0 73.2 77.7 110.0 120.0 110.0 128.1 110.0 195.0'K 110.0 121.4 110.0 195.0 70.2 72.8 110.0 120.0 19-1/8" 26-1/2' 37" 42" 38-3/8' 110.0 190.E 1 110.0 195.0 107.9 107.9 110.0 195.0 64.8 64.8 110.0 120.0 110.0 137.5 110.E 195.0 97.1 97.1 110.0 120.0 60.0 60.0 - - 98.5 98.5 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 86.8 86.8 110.0 120.0 20' 24" 28" 30' W 36' 40' 42' 42" 110.0 166.5 110.0 195.0 20' 24" 28' 30" 32" 36" 40" 66" 86.7 56.7 110.0 169.0 19-1/8" 26-1 /2' 37' 42' 50-5/8' 110.0 144.5 110.0 195.0 110.0 138.8 110.0 195.0 73.4 73.4 110.0 120.0 99.7 104.3 110.0 195.0 110.0 118.9 110.0 195.0 64.2 64.2 110.0 120.0 74.7 74.7 110.0 120.0 110.0 111.0 110.0 195.0 60.6 60.6 110.0 118.2 65.8 65.8 110.0 120.0 104.1 104.1 110.0 120.0 57.5 57.5 110.0 112.2 19-1/8" 26-1/2' 37" 42 63" 96.7 104.2 110.0 195.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 74.9 77.9 110.0 120.0 63.3 83.3 110.0 120.0 60.0 60.0 - - 60.0 60.0 110.0 117.0 79.3 79.3 110.0 120.0 20' 24" 28' 30" 32" 36' 72" 66.4 66.4 110.0 120.0 60.0 60.0 - - 20" 24" 28" 30" 32" 36' 40" 42' �" 110.0 145.7 110.0 195.0 55.1 56.1 109.3 109.3 19-1/8' 26-1/2' 37" 74-1/4' 63.0 63.0 110.0 120.0 110.0 121.4 110.0 195.0 48.9 48.9 95.3 1 95.3 46.6 46.6 90.9 90.9 104.1 104.1 110.0 120.0 46.0 46.0 89.8 89.8 59.8 59.8 - - 97.1 97.1 110.0 120.0 43.5 43.6 85.0 85.0 37' 77' 56.3 1 56.3 - - 91.1 91.1 110.0 120.0 60.0 60.0 - - �k LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B IS USED SIZE 37" X 77' APPLICABLE TO FLANGE FRAMES ONL' SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR + 1 10.0, -120.0 PS F = 16.34 SO. FT. +110.0. -195.0 PSF = 10.00 SO. FT 80.9 80.9 110.0 120.0 32' 36" 76' 60.0 60.0 - - 72 8 72.8 110.0 120.0 60.0 60.0 - - 69A 69.4 110.0 120.0 20" 24" 28' 32" 78" 52.0 52.0 101.3 101.3 20' 24' 28' 30 32' 36" 40" 42' 54" 110.0 129.5 110.0 195.0 43.8 43.8 85.4 85.4 98.0 107.9 110.0 195.0 38.1 38.1 74.3 74.3 92.5 92.5 110.0 120.0 60.0 60.0 - - 84.4 86.3 110.0 120.0 20" 24' 28" 30" 37' 84" 41.5 41.5 80.5 80.8 80.9 80.9 110.0 120.0 j 34.9 34.9 68.0 68.0 71.9 71.9 110.0 120.0 54.5 54.5 - - 64.8 64.8 110.0 120.0 51.2 51.2 - _ 81.7 61.7 110.0 120.0 48.3 48.3 - - SQUARE BEAD OPT10NA ALL GLASS TYPE PRODUCT REVISED as compIn g with the Florida Bullding %ode NOA-No. 17-0918.11 Expiration Date 1012612023 ByMiam' ado Produet C 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 C=i 0 v 2�6% D An d 170592 TE OF ,- I �v U I CO ot n • n • sat LL , ti •, q � ��N- 0 • J o0 N d U g C N a O LLI c7 W a 171 0 =N o rn 0 M 3 En as C Z LL- N O_ �0! 8�°vs0 a z drawing no. W98-10( sheet 4 of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT i .• Q a Y• Z• •, o ; : e •1" MINa. • 2-1/2MIN. SEALANT a 4 1" M 1 qqq 2 1 MATES • PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/l,1SING WOOD TYPICAL ANCHORS SEE ELEV, FOR SPACING SEE SHEET 6 FOR DESCRIPTION v N a v .• a BUCK INSTALLATION BY OTHERS jjz&jwRv!1j1qj WOOD BUCK TYPE 'S ATER AI, PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD ALUM CHANNEL 3/4" X 1" X 3/4" X 1/8- 2-1/2- LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT 0. a . o Z a' v 5 a 1" MIN. 2-1/2" MIN. C>< 2 1/8" MIN. INSTALLATION TYPE T WOOD BUCK TYPE '2' SEALANT ut a • o a V o MA ERIAI PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD 1" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION g z �aaa ed BUCK INSTALLATION BY OTHERS Ral►-1 4 -1Cal ► ,•- • 410111101. WOOD BUCK TYPE '4' MATERA PRESSURE TREATED TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8' THK. MIN. ATTACHMENT TO METAL STRUCTURES 1/8" MIN. TYPICAL ANCHORS SEE ELEV_ FOR SPACING IfT ll SEE SHEET 6 FOR DESCRIPTION tl T II II II II ll II I II 11 Il I If 11 11 II II I L___J �_ ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.11 Date 10/26/2023 By �0�«17 70592 ►�� IF N rn ag V I C M L LLJ 0� nw z � C O:r o N In r 'n 3 N to 0 n M m C Z LL N C ^ 'Qi Ln _ Q •• w V) ° o N N 0 C n drawing no. W98-100 sheet 5 of 7 INSTALLATION CONDITIONS EQUAL LEG FRAME APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1� Z v \ 4 1" •MIN. 2-1/2- MIN. MATERIAL PRESSURE TREATED TYPICAL INSTALLATION QETAIL ON ALL FOUR SIDEVUSING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8" b ° a� .•a d ° BUCK INSTALLATION ErY OTHERS WOOD BUCK TYPE '3' 'MATERIAL PRESSURE TREATED IRV 19V M 10 61 r-AILWARKLI KDRIL11 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, • ° v :vQ ' 4 �1" MIN • ..- TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 2 1 /8' °.. r MIN. 2-1/2' MIN. INSTALLATION TYPE '2T WOOD BUCK TYPE T MATERI PRESSURE TREATED TYPICAL INSTALL NUN DETAIL ON ALL FOUR SIDEVUSING YiOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ._ N� ° a ' 2 1 /8' a Q 4 MIN. BUCK INSTALLATION BY OTHERS 1' MIN. WOOD BUCK TYPE '4' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DEAL ON ALL FOUR SIDEVUSING WQQD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8" THK. MIN. IN I'mmyow"of ' 1/8" MIN. TYPICAL ANCHORS _ _ f SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION TTACHMENT T ROVED MILLI PRODUCT REVISED as complying with the Florida Building Code No,A-No. 17-0918.11 Expiration Date 1012612023 AII \,1ltilllli!/�� By � AN� Miam sde Product Con OGEN "• '(� �i� .70592 1IM7OF � N 0 r � � n d °o o� Z �� N� 0 0 M 'a 3: SO w Uh 0 m � 0 N N T ri a drawing no. W98-10C • T'tPer a`- -rYP'e h F"- np,r "Q u -rrF rr 61% .it le 11 E u PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/O SHEAR CLEF ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10' O.C. AT 17" O.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 20" 24' 28" 30" 32' 36' 40" 42" 36" 195.0 195.0 154.8 195.0 195.0 195.0 129.0 172.0 192.9 195.0 110.6 147.4 180.0 195.0 103.2 137.6 168.8 195.0 98.8 129.0 150.0 195.0 86.0 114.7 135.0 1B0.0 77.4 103.2 128.6 171.4 73,7 98.3 20' 24" 28" 30` 32' 36" 40' 42" 42" 195.0 195.0 132.7 176.9 192.9 195.0 110.6 147.4 165.3 195.0 94.8 126.4 154.3 195.0 88.5 117.9 144.6 192.9 82.9 110.6 128.6 171.4 73.7 98.3 115.7 154.3 68.3 88.5 110.2 .146.9 63.2 84.2 20" 24' 28" 30" 2' 36' 40' 42` 48, 195.0 195.0 154.8 193Z 195.0 195.0 129.0 161.3 192.9 195.0 110.6 13B.2 180.0 195.0 1 D3.2 129.0 168.8 195.0 96.8 120.9 150.0 187.5 86.0 107.5 135.0 168.8 77.4 96.8 128.6 160.7 73.7 92.1 20" 24' 28" 30"" 2" 36' 40' 42" 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 160.0 195.0 91.7 137.6 150.0 195.0 86.0 12.9.0 133.3 195.0 76.4 114.7 120.0 180.0 68.8 103.2 114.3 171.4 65.5 98.3 20" 24' 28- 30" 32" 36" 40" 42" 60" 195.0 195.0 123.8 185.8 180.0 195.0 103.2 154.8 154.3. 195.0 88.5 132.7 144.0 195.0 82.5 123.8 135.0 195.0- 77.4 116.1 120.0 180.0 68.8 103.2 105.0 162.0 61.9 92.9 102.9 154.3 59.0 88.5 20' 24' 28' 30' 32" 36' 40' 66' 195.0 195.0 140.7 195.0 195.0 195.0 117.3 164.2 175.3 195.0 100.5 140.7 163.6 195.0 93.8 131.3 153.4 195.0 85.0 123.1 136.4 190.9 78.2 109.5 122.7 171.8 70.4 98.5 20" 24' 28' 30' 32" 36' 72` 195.0 195.0 129.0 180.6 187.5 195.0 107.5 1505 160.7 195.0 92.1 129.0 150.0 195.0 86.0 120.4 140.6 195.0 60.8 112.9 125.0 175.0 71.7 =100.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10' O.C. AT 17' D.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXr.(+)/INT.(-) EXT.(+)/INT.(-) 32' 36" 76" 133.2 195.0 76.4 122.2 118.4 189.5 67.9 108.6 20" 24" 28' 30" 32" 78" 195.0 195.0 119.1 19015 173.1 195.0 99.2 158.8 148.4 195.0 85.1 136.1 138.5 195.0 79.4 127.0 129.8 195.0 74.4 119.1 20" 24' 28' 32' S4' 195.0 195.0 132.7 195.0 195.0 195'0 110.6 165.9 165.3 195.0 94.8 142.2 154.3 195.0 88.5 132.7 i I I I ANCHORS W/0 SHEAR CLIP ERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDO f DIMS. ANCHORS W/O SHEAR CLEF ANCHORS WITH SHEAR CLIP AT 17' O.C. AT 10" O.C. AT 17' O.C. AT 10' O.C. WIDTH HEIGHT EXT.(+)/INT.(-) E) T.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 19-1 /8" 26-1 /2" 37" 26" 195.0 195.0 149.4 195.0 195.0 195.0 107.8 161.8 195.0 195.0 77.2 115.9 19-1 /8, 25-1/2" 37" 38-3/8" 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 138.9 182.E 78.5 104.7 19-1 /8" 26-1/2` 37" 50-5/8" 195.0 195.0 153.5 191.9 193.2 195.0 110.8 138.5 138.4 173.0 79.3 99.2 19-1/8- 26-1/2' 37' 42" 63" 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.6 63.8 111.6 98.0 171.4 56.2 98.3 19-1 /8" 26-1/2" 37' 74-1/4' 195.0 195.0 130.8 195.0 164.7 195.0 94.4 151.1 117.9 188.6 67.8 108.1 Ik,1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING IA_ KWIK-CON If BY 'HILTI' (Fu-163 KSI, Fy=157 KSI) j/4" DIA. ULT" RACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMi-DADE COUNTY APPROVED MULLIONS (MIN, THK. = .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL -EDGE DISTANCE INTO CONCRETE AND' MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLACK AT JAMBS f'm - 2000 PSI MIN. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 1 T-0918.11 Eon Date 1012612023 By Miam ade Product C6rttrpi .. Q U N On ED v U I � M _ O7 W 0 0� w �n Q 2 tV o S LOr CD CD ONM?n -a 3 NO s Zu 300 -n � v J lip.. / m �C�USF01 N N I No.70592 �_ R� as• drawing no. ,L W98-10C A sheet PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIM5. EXT.(+) INT.(-,' WIDTH HEIGHT 20" 24" 28" 30" 32" 36" ,W. 42" 36" 110.0 195.0 110.0 195.0 110.0 186.5 110.0 182.4 110.0 179.5 110.0 177.3 105.8 145.1 97.0 120.0 20" 24" 28" 30' 32' 36' 40" 42' 42" 110.0 179.5 110.0 159.6 106.9 146.6 103.5 141.9 100.7 138.1 97.0 120.0 95.2 120.0 95.0 12010 20' 24" 28" 30" 32' 36" 4O" 42' 0" 110.0 195.0 110.0 177.3 110.0 160.9 110.0 154.8 109.1 120.0 103.5 120.0 99.8 120.0 95.0 120.0 20" 24' 28" 30' 32" 36" 40" 42' 54" 110.0 174.1 110.0 152.0 99.8 120.0 95.5 120.0 91.9 120.0 86.2 118.2 82.2 112.7 80.6 110.5 20" 24" 28" 30" 32' 36' 40" 42' 60' 110.0 153.2 97.0 133.0 86.8 119.0 82.8 113.5 79A 108.8 73.9 101.3 60.0 60.0 60.0 60.0 20" 24" 28' 30" 32" 36' 40" 66' 110.0 171.0 107.8 120.0 95.9 120.0 91.3 120.0 87.3 119.7 60.0 60.0 60.0 60.0 20" 24" 25" 30" 32' 36" 72% 110.0 154.5 97.0 120.0 86.0 117.9 81.7 112.0 77.9 106.9 60.0 1 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 20' 24" 28" 30' 32" 36" 76" 105.8 120.0 90.9 120.0 80.5 110.3 76.3 104.7 60.0 60.0 60.0 60.0 20" 24" 28" 30" 32' 78" 102.7 120.0 88.2 120.0 77.9 120.0 101.3 73.9 60.0 80.0 20' 24' 28' 30' 32" 84" 110.0 12D.0 97.0 120.0 85.5 117.3 60.0 60.0 60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) 1NT.(-) WIDTH HEIGHT 19-1/8" 26-1/2" 37" 42' 26' 110.0 195.0 110.0 195.0 110.0 184.2 1 110.0 152.4 19-1/8" 26-1/2" 37" 42' 38-3/8" 110.0 195.0 110.0 172.6 110,0 156.3 95.7 120.0 19-1/8' 26-1/2" 37' 42" 50-5/8" 110.0 195.0 110.0 154.7 94.0 120.0 89.8 120.0 '149.9 19-1/8" 26-1/2' 37' 42" 63" 109.3 84.8 116.2 67.9 93.1 60.0 60.0 19-1 /8" 26-1/2" 37' 74-1/4" 110.0 154.8 86.4 118.5 60.0 60.0 19-1/8" 26-1/2" 37" 76' 109.9 120.0 84.0 115.2 60.0 60.0 19-1/8" 26-1/2' 37" 77" 108.3 120.0 82.7 113.4 60.0 1 60.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING A - 1/4" DIA. KWIK-CON 11 BY 'HILTI' (Fu-163 KSI, Fy=157 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B - 1 /4" DIA. UL RACON BY 'EL= (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS C - #14 SMS (GRADE 2 CRS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. 1 I I #14 SMS AT 6" FROM ENDS 17 O.C. MAX. AT JAMBS 8 / 24' O.C. MAX. AT HEAD/SILL U�SVLJ I� #14 SMS AT 6" FROM ENDS 17" O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL 4. e r d >"'� •� `. d' I TYPICAL ANCHORS TYPE 'A' OR `B' TYPICAL ANCHORS TYPE AT 6' FROM ENDS AND AT 6" FROM ENDS AND 2 1/2" MIN I 17" O.C. MAX. AT JAMBS 17' O.C. MAX. AT JAMBS EDGE DIST. 17' O.C. MAX. AT HEAD/SILL L_11 MIN 24" O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '5' INSTALLATION TYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES TYPICAL INSTALLATION DETAIL PRODUCT REVISED ON ALL POUR SIDES USING ALUMINUM BUCK SYSTEM as complying with the Florida Building code NDMNo. 17-0918.11 N V v I C '') 3 'c 0 0w z C Ir- In Co LO - N � N �f 0 3o_M C9oaJ c)�m1�-.i Expiration Date 1012612023 c 2.500 .845 By o o N n 845 .065 Mia ado Pro uct Co 1 c $ g .055 I.592 .562 I I 1.125EN 1.438 � � � • � � N .125 .903 NO. �_ a � v u ALUMINUM BUCK OPTIONAL COVER t "D IW- 6063-T6 6063-T6 OF �(/�� drawing no. MIAMI.DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/e-,onomy CGI Windows & Doors, Inc. • • • • • • 10100 N. W. 25a' Street ' Miami, Fl. 33172 ...... . .. ...... SCOPE: ...... This NOA is being issued under the appEcable rules and regulations governing the use of co4s'tl�Mdtion ma�Ct'Ia1S.The • documentation submitted has been reviewed and accepted by Miami -Dade County RER-Prod'ucl! Control Se'ciibn to bt': used in Miami Dade County and other areas where allowed by the Authority Having Ju isdictiosi ct1J). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County.li&ct Connr ection (t$ • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve th$ riAt; o have this product pr; material tested for quality assurance purposes. If this product or material fails to perform in i6ie accVdd Manner. the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, nsoa4, , or suspend the uce oi': such product or material within. their Jurisdiction. RER reserves the right to revoke this acceptance, if it itAc4ermined 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 "450" Aluminum Outswing glazed Doors w/wo Sidelites - Impact APPROVAL DOCITMENi: Drawing No.W98-01 Rev O, titled "Series 450 Outswing Doors & Sidelites", sheets 1, 1. 1, 1.2, 1.3, 1.4, 2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 of 7, prepared by Al-Farooq Corporation, dated 10/27/97 and last revised on 09/21/17, 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 Limitations: 1. See Design Pressure ratings in sheets 1.1, 5, 6, 7 and 7.1 for unit sizes Vs lock options, mullion type, door/ sidelite, glass / sill types and anchors. Lower Design Pressure shall control.. The XX door in sheet 13 is a standalone unit 2. Sills (threshold) types SS-1 & SS-2 are not rated for water infiltration. See thresholds (sills) and glass type Al (True muntin) limitations notes, in sheet 6. Lock 10D or 10E is limited to max 38-9/16 W x 94-7/8 H door. 3. See Partial 7/ 16" & 1" Composite panels in sheet 6. Narrow stile sidelites are limited to 18" or less. 4. The frame are of alternate size must not exceed 125 ft', nor panel tested area and max. Panel height. 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 performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA. as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising 'Literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises #164329A4 consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M Plasencia, P.E. NOA No. 17-1011.12 MIAMIDaDECOUNTY Expiration Date: November 09, 2021 t Z f 2� 12' i 1 Approval Date: January 04, 2018 d f Page 1 to .10 1G `� CGI Windows & Doors, Inc.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUSNOA'S ;•.•;• A. DRAV4'INGS • • • • • • 1. Manufacturer's die drawings and sections (Submitted under filq.%g1Qw). : • • • • • • . . . .. ...... 2. Drawing No.W98-01 Rev M, titled "Series 450 Outswing Door.9 sidelites",.sheets 1. • 1. 1, 1.2 1.3 1.4 2 2.1 2.2, 2.3, 3, 3.1 4, 5, 6, 7, 7.1 and 7.2 of -7• eared by�•Al- : • • • •: > Pr p Farooq Corporation, dated 10-27-97 and last revised on 03-22-16'Si'gmed antl•s*,%led by •; • •. JavadAhmad, P.E. •••••• ••• • ••••• .. .. .. ...... B. TESTS (Submitted under files #1.4-1103.08 /#12-0706.03/#11-1025.02/40 3.04� ...•; • I . Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 0 : • • • • • • 2) Uniform Static Air Pressure Test, Loading per ABC TA$ 2'Q2 94 • • 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF,'• • Sill S-I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wired Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2_1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum In swing / Outswing door w/wo sidelites, by Hurricane. Testing Laboratory, Inc., Test Report No. HTL-0080-0304-11 dated 11/28/2011 and HTL-0080-0902-11, signed and sealed by Vinu J. Abraham, P.E. Note: This test report has been revised by addendum letters, issued by Architectural Testing (Former Hurricane Testing Lab), dated 01/20/12 and 04/03/12, both signed and sealed by Vinu J. Abraham, P.E. Along with manufacturer's parts and section drawing marked -up drawings of double aluminum outswing doors, issued by Architectural Testing, Test Report Nods) B-5234.02-450-18 dated 12/19,12011, signed and sealed by Viva J. Abraham, P.E. 2. Test reports on: 1) Aix 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 manufacturer's parts and section drawing marked -up drawings of aluminum out/in swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Report No. HT1,970.55 (0080=912-97) dated 09/23/97 thru 02/27/98 for specimen -91, 2, 3, 4 tested per PA202-94, specimen #4, 5A, 513, 5C tested per PA201-94 & PA203-94, signed and sealed by Timothy S. Marshall, P.E. Jorge M. Plasencia, P.E. Pr6duct Control Unit Supervisor NOA No 17-1011.12 Expiration Date: November 09, 2021 Approval Date: January04, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued): • Along with manufacturer's parts and section drawing marked -up drawthptialunfinum out ...... swing door w/sidelites, by Hurricane Testing Laboratory, Inc., Test Repgrq;jo. H11 0)071 •• • (0080-0402-02) dated 04/01/2002 tested per PA201-94 & PA203-94, sigad.and sealed by . V`mu J. Abraham, P.E. (submitted in file # 09-0723.04). Original tests �"iik;cted par•SFBC, W 201, 202 &203-94 now known as FBC, TAS 201, 202 & 203-94. • •.. 0000 • •; • • • 3. Reference Certified Testing Laboratories test report # CTLA 3�1�$�4A, issuel to:CGI Windows & Doors Inc. pert TAS 201, 202 and 203-94 for spec,eq # I thru #10 for • laminated PVB glass, insulated PVB laminated glass with Durasea' and suer spacers,....:. ... . signed and sealed by Ramesh C. Patel, P.E. ; 6 0 0 • C. CALCULATIONS (Submitted under files 414-1103.08) • • • 1. Anchor verification calculations and structural analysis., complying with FBC-2014(5th Edition), prepared by Al Farooq Corporation, dated 10/27/14 and last revised on AUG 27, 2015, signed and sealed by Javad Ahmad, P.E. 2. Additional intermediate horizontal mull calculations, prepared by Al Farooq Corporation, dated JUN 29, 2012, signed and sealed by Javad Ahmad, P.E.(Submitted under file # 11-1025.03) 3. Glazing com. plies w/ ASTTviE-I300-02, -14 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No_ 14-0916.11 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® Interlayee% expiring on 07/4/ 17. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.) for the "Saflex CP - Saflex and Saflex HP Composite Glass Interlavers w/ PET Core", expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) (Former Solutia, Inc.) for the "Saflex Clear and Color Glass Interlayers", expiring op. 05/21/21. F. STATEMENTS (Submitted under files #14-1103.08) 1. Statement letter of conformance to FBC 2014(51 Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/30/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendurn letters, as part of the above referenced test reports. rodact Jorge M. Pimencia, P.E. Control Unit Supervisor NOA No 17-1011.1.2 Expiration Date: November 09, 2021 Approval Date: January04, 2018 E - 2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises & renews #14-1103.08, expiring on November 09, 2021:""' ...... 2. Hardware cut sheets verified and marked -up by the Architecture 6resting (ftpe; •; Hurricane Testing lab). 3. Test proposal dated 12/16/14 approved by RER and Test propos,� F.10-094QJ ted • • • • 11/17/10 approved by BNC. .... ' .... ..... ...... ••• • ..... 2. NEW EVIDENCE SUBMITTED " " " ' • • • • • A. DRAWINGS • 1. Drawing No.W98-01 Rev O, titled "Series 450 Outswing Doors & $idelit(v*! S3ieets 1, • �• 1.1, 1.2, 13, 1.4, 2, 2.1, 2.2, 2.3, 3, 3.1, 4, 5, 6, 7, 7.1 and 7.2 os•74preparedbyAl- :"": Farooq Corporation, dated 10/27/97 and last revised on 09/21/17, signed andseafed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511, Edition (2014) and with FBC 611 Edition (2017), prepared by Al Farooq Corporation, dated 09/29/17, signed and sealed by Javad Ahmad, P.E.. D. QUALITY ASSURANCE l . N fiiami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for the-"Saflex CP - Saflex and Saflex HP Composite Glass Interlayers w/ PET C ore", expiring on 12/1 l/18. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (N1,A) for the "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 51b Edition (2014) and FRC 6tn Edition (2017) and letter of no financial interest, prepared by Al Farooq Corporation, dated .08/30/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises #16-0329.04, expiring on 11/09/21. Jorge A Plasencia, P.E. roduct Control Unit Supervisor NOA No 17-1011.12 Expiration Date: November 09, 2021 Approval Date: January 04, 2018 E-3 TYPICAL ELEVATIONS 6 7/8- 38-9/16" FW4lE WIDTH D.L. ORG'. , , , x � ' t�+ r\iLd f a OUTM LL. ,\ O z � � l JkCTNE: P WOTH 4W'TSNNG 6 7/8" SERIES 450 ALUMINUM OUTSWING GLAZED DOORS WITH OR WITHOUT SIDELITES 74-1/2' FRAk E VAM 11 1/4" N-O _ 3 6 7/8' �-iG. D.L. OPG. 6 7/R3' n TH fD SING OPTIONS SEE CHART Sh= T . T LH CONFF URATIONS S:lM RH SM,LAR SADDLE SLL I Id 7c p EGRESS PEOiWELOM TO BE REYIEWED BY BLI£.D81G OFFICIAL. MAX. I-KWE ARIA LO TEED PER FBC I , l� 1 1 I � ' / 4 A r o .o I 1 � ACsI1*E � iNAC:t� 749" TESTED FRAFdE WIDTH i E X/ WIDTH Gi X : 1 / � 1 , 1 L�t � ACTIVE INACTIVE R . 'l I ! s-O 1OXK0 s-D MULTIPLE SIDELI I t-S W/ DOORS 3 3 S52 WITHIN TESTED FRAME SSI AVAILABLEAREA ARE SS1 SS2 4 {SEE SHEET E} 125 SQ. FT. TESTED FRAME AREA 113-1/16" FRAME WIDTH HINGES T Sr SHEET 1.1 1 ACTIVE FR4 E WIDTH <xJ FP --.ME W3 DTH I <XX3 lDMR S W ilTE PANEL WIDTH D.L. Opa WI'.ITH 26-9/16' S0-1/2 23-3/4' i2-3/4' 29-3/4- I 18-3/4- 38-7116'j 74-1/2' 35-314" 24-3/4' 44-9/16' 86-i/2" ! 41-3/4- 1 30-3/4- RRAME HEIGHT 0.4/3ILER_iTE PANE-L x ti£IGRiT D.L. QPG. HEIGHT 82-5/4- 80-7/8- 67-3/8' 84-3/4- 52-7/8' b9-3/8- 90-3/4- 86-7/B' 75-3/B' 96-3/4' 54-7/8' 81-3/8' 102-3/4' 100-7/8' 87-3/8- 108-3/4' 106-7/8- 93-3/8- 114-3/4' 112-7/8' 99-3/8' " 120-3/4' 118-7/8- 105-3/8' I•iEIG�iS FOR STD. THRESHOLD LEGEND -0 - OUTSWNG DOOR DETAIL a- ITEV, DI_SCRIPTION (see Meet 2 of 7) • • •• • •• • LPRUD.�i�T.g�JED wasp q mliu the F%nda B+uldil�Rj'Mr'ddli • woe Mte 1110917i321 ••iT : BY •• . . RiRiarn- ct Cagtrol FFAME H93H7 = PANCL HDGfS 1r7%8' (S-al I3w�F FRAME HEIGITf = PAND 1 MqT } 1-5/8" llfM FRAWE 1fr`UM = PANEL VMTH + 2.8125' s-o OX0 3 S 4 4 SS1 S2 4 a TI-US PP.OGUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH Tht RcEQUIRfbdENTS OF THE 2014 (-TH EDIi} N)/2C17 (6TH E"C-IN) Tl ne,jb`., f3l -DiPiG CODE INCIIID NG HIGH VROCiTI' HURRICANE ZONE (HVIiZ)- S` EPS TO UST CHARTS. i _ 0` TFJ2AM-t MND LOAC BASED ON PROkASKWS OF 2014/2017 FLORIDA. BLDG. CODE 2- DETE3Z34tE WATER INFILTRATION RE0LftREMEN—,:, BASED ON PROVISXWS OF FBC. 3. SELECT A DOOR SY51EM LE OUTSWING. AND TYPE OF THRESHOLD FROM S`1R ET 6 AND I= OPTM RS FROM SHEET 1.1. a. CHECK THE ALLOWABLE EX_E'?r OR AND INTERIOR LORDS FROTd APPROPRLDTE CHARTS ON SHEETS 1.1,5&6. THE ALLOWABLE LOADS WUS-T MEUT OR EXCEED THE DESM LOADS S RECLIEU BENTS. 5. SELECT AND CHECK AWI- K)RS TO MEET LOAD. (SEE SHEETS 7 & 7.1) 6. FCR MULUM SILKUTE REFER TO MULLION CAPACITY ON SHEET 5. 7. LOWER DESGN PRESSt1RE FROM LOCKS CHART, P:dVa PEFUDRW.WCE CHART, MULLION PERFORMANCE CtiART END A-MCHOR CAPACITY CHARTS AT MULLION AND UTG. STILE E0.DS SHALL CONTROL THE ENTIRE SYSTEM. S. W.TFRi°LS INCL.UMG Siff NOT UNITED TO S,EEL/IAETAL SCREWS, THAT COWTO CC d-°.ACT WITH OTHER DMMLA:R MATERIALS SHALL IN MEEF THE RE0U!RL-WENrS OF THE PLOP" BUILDW-G CODE DWG. NO.: W98-01 revisions: C u MaZ lEX m m hens N 03.2R.18 1DT AM 0 wa.i: WOFM M a317 FM TYPICAL ELEVATIONS 38-9/15" MAX. D00%vE u�• uQ • LH CONS MRATIONS SHOWN RH SIMILAR (SEE SHEET 1 FOR SIZES) 74-1 /1 MAX. FRAME NOTH 3 POINT f 11 MCK OPTIONS AND WA= IOA I I I I LOC & 10M 10D & 10E 10 F FRAME KEIGI r EXT.(+) INT.(-) EXT.(+) NT.(-) E7CT.(+) INT.(-) EXT.(+) afr.(-) lxr-(r INT.(-) EXT.,+) L"T.(-) 64-3/4' 90.0 90.0 100.0 110.0 100.0 .10.0 65.0 65.0 80.0 80.0 100.0 110.0 96-3/4" 90.0 90.0 100.0 1 i O_D i 00.0 110.0 65.0 65.0 70-0 70.0 90.0 90-0 106-3/4' - - 1OO.0 110.0 10D.0 110.0 - - - - 90.0 90L 120-3/4" - - 70.0 70.0 70.0 70.0 - - - - j 70.13 1, 70.0 10A : COPPER CREEK 1N/ CGI 3 POINT IBM : BALDWIN W/ CGI 3 POINT 108 : RECENT CDMbER^�LI 3 P01K 1OC : BALDWIN SINGLE POINT LOCK 10CC : COPPER CREEK SINGLE POINT LOCK 100 : OOR-O-MAT1C SERIES 1690 1OE : JACKSON SERIES 2085/2065 1OF : S.IRFACE MOUNTED LOCK • LEGEND •••••• _ -0 - OU%IMN6 DOORe f> 1 • •••• •••• ❑ - ITEM OE+D&PiiO • •``• • • •• •• U74-1/2' i . 152' MAY- n � FRAME 1kTiliH FRA:iE ;�DTH •• • •• • R83M CGI DOOPS • • • z 12 1- (SEE sir 1) 3 PO�lT L�if7, c I t TRUE , 9i HORIZONTAL MUN 11N (1 OR MORE _ PER DOOR OR J �\\ SIDED E PANEL) < r ! lbA \\ 1 1 \ 'f �\ o < JJ a CV � ZO ,\ ; � � � N 1 O\` o ACTIVE �IACTl1� 1�� X OR OPTIONAL TRUE MUNTINS DOOR, OR SMELL TE FRAME HEIGHT = PAIn FMff + 1-7/8' iSD.. THRE5MD) FRAME t106-ff = PANE HMff + 1-5/8" (.^� THZES. O.D) 1 RAVE WIDTH = PANEL WIDTH + 2.8125' RESIDENTIAL HARDWARE f / \ / r t ! \ \ c la. � 108 to i L• \\ tL- ACTIYL ! INACTV XX 121 COMMERCIAL HARDWARE HINGE LOCATIONS MAX. FRAME hi=C+rT 1 NO. REQD. MAX. SPACING UPTO 90-3/4' 3 35 1/?' ! ABOVE 90-3/4' LFTO 120-3/4' 4 44 1/2' DDU?S WITH 3 1-O/dl3ES L.WITEM TO 100 PSF HARDWARE DESCRIPTION Ii S,� r s 5 7 S J 1 � I1 RvvE DWG. NO.: W98-01 I CLW;k YVir74=lcvYS Of7G' OOO-S. In=- 10100 slaritmed 25 stint sil$ri, fbrida 33172 product : Series 450 aitswing Doors & Sideliies date : 10-20-97 1 street 1.1 of 7 3/16' ANN. GLASS 3/16' HEAT STREWD GLASS .075' k&Aayer .075- lntericycr S&icx CP With PET Core Saflex CP Wrth PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co_' OR OR .090' Interiayer .090' Interioyer SentryG(as SentryGias By 'Kumray America. Inc.' By 'Kuraray America, Inc' BULB VWM CG1-38"L� F3/16' AA'N. GLASSLILB V1NYL I3/16' HEAT STRl7d'D CLASS BULB CGI-382 SILICONE ' GE-1200 SILICONE 995 GE-1200 DOW 899 DqV 995 DOW 899 GLASS TYPE 'A' 7/16- OVERALL LAM. GLASS SUL3 VIAM_ CGI-382 XL EDGE SPACER ST. SEL BY 'CARDINAL' OR BY 'OUANEX" OR SUPER. SPACIEt BY 'QUANEY.' 1/8-, 3/16' OR 1/4' TEUP_ GLASS AIR SPACE 3/16' ANAL. CLASS 075' Interbger Sa tex CP ]+lath PET Cory 8y 'Eassnon Chemicd Co_' OR 090' Ir erleyer ! SentryGlas By ' Kurarcy Anverica, Lase r3/16" ANN. CLAS.. GLASS TYPE 'Al 1' Od7t.-,L INSUL. LAW. BASS z m n 3/16' ANN. GLASS A90' lnteriayer Saiiex Clear And War Gloss By 'Eastman Chemical Co_' OR .D90' Interlayer Trasifol M By 'Kuraray America. Inc.' —3/16' HEAT SREWD GLASS SILICONE GE-1200 DOW 995 DOW 699 GLASS TYPE 'B' 7/1C OVERALL LAkI. GLASS BULB tvtn CGI-382 XL EDGE SPACER ST. STEEL BY 'CARDINAL' SUCONE OR GE-1200 DURASEAL BY 'OUAND(' DOW 995 OR DOW 899 SUPER SPACER BY 'QUANEX' M 0 X LJ ALUMINUM SHED 1/4' PLYWOOC .090 ALLUNUM SHEET BULB VINYL CGI-352 SILICONE GE-1200 DDY� 995 DOYl 899 _/16' OVERALL COMPOSITE PANEL 1/87, 3/16- OR 1/4- TErsP. GLASS AR SPACE 3/ i 6- Awl GLASS _090- I nteAr sa-fiex cLtor cr And Color G+c?ss By 'Eosir icn Chemical Co_' OR _090' 1"ter, er I rosifol PsB By 'Kuraray America, Inc.' —3/16' 1EAT STREtXD GLASS GLASS TYPE '61' 1- OVERALL INSUL LAM- GLASS GIAIN G OPTIONS z 5= m SULB VINYL CU-382 X W -090 ALLii11NL M SI- _ 3/4' Wfll%R tiD .W,) ALUMINUM SHEET z m n GE-1200 AGE-12D0 DOW 995 DOW 995 DOW 899 DOW 899 r;t4QIERALL COMPOSITE PANEL GLAZING STOP OPTIONS . .639 •• • •• • b5c • • 0 .... inm .... m .o8u m m.065 m •.••••a ' .a .....• ... . 778 .754 GI • • • • • • 744 00 CGI-375 C-5m • CGI:,.1a. --�j .617 I o { 138D m AS() o i I 754 T7421 CGI-3 CGI-519 \,j1111111i/ s : PRODUCT REVISED as complying with the Florida � ,code 17-1011.12 Expiration Date 11109/2021 IBY— WIJ —Da uct control) N z o CF ' 1 ''I'll fili'',t\ DOORS ARD SIMMS CAN BE GLAZEIL USING I SQUARE OR OCEE GLAZING B ADS/ACL PTERS DWG. NO_: W98-0 • Windows and doors, Inc. I 10100 no.'ttw&, 25 street rokwri, fbrido 33172 product : Series 450 Outswing Doors & Sidelites dote : 10-2Q-97 sheet 1.2 of 7 74 1 /2' (TESTED SIZE) c m 9/16* FRAME WIDTH 4 1/4- 3" 24' ►SPX. H-0 3 1 � n m I rn ! 1 i ! 1 1 / 1 I I \ X 3 / 1 I 1 Ca to i 1 r r ! I I 10A w CO Z 4 ' I � N I to \ C x f \\\ �_ 1 U-3 ' X f i 4 � v tnU� I ! 1 1 Ij I U to O � 1 I I 1 ! ACT1V _ 1 \ h 1 _ I ER DES NOTE: THIS UNIT IS STAND ALONE UNIT TO BE USED AS 'X' OR 'XX' (OUTSWING) TO THE MAX_ SIZE SHOWN. WITH GLASS TYPE 'A' AND LOCKING MECHANISM ' 10AA' (EALMN 6200 DcADBOLT W/ GO 3 POINT LOCK) AND 'S—O' THRESHOLD 507. THIS UNIT CAN NOT BE USED WITH SIDELTTE OR MUI I LARGE MISSILE IMPACT LWIMUM DESIGN Lt1AD RATING = + 100.0 (FM sPrM SFXM a OR SMALLER LTTD CODE UWT) — 132.0 PS= GLASS TYPE 'A' LOCK OPTION 1 QAA CGI 3 POW MECHWYtSM 14/ BALM14 SO S SWO MAD BOLT LOADS SHOWN ABOVE ARE FOR ELEVATIONS SHOWN ON THIS SHEET ONLY_ I •••••• • •• • • • DWG. NO.: W98-01 I Windows and moors. Inc. 1010E narth� 25 sb-eet rr iaw i, fuida 33172 product : Seees 450 Outswing Doors & Sidelites date : 10-20-97 sheet 1.3 of 7 o_ 74 1 /2' UES ED SIZE) rANLL MUM DOORS LOAD CAPACTI'Y — PSF FRAME HOGHT FRAME VIDTH DCF (y) INT.(—) 95-1/2' 74-1/2' 70.0 70.0 _ 84-1/2' 74-1/2` 80-0 8o-0 DOOR WOT RATED FOR WATER INFILTRATRON RESIS"i-ANCE. QUALIFIED WITH ALL GL4SSS TYPES SHOWN ON SHEET 1.2 LOCK OFTIoNS 1OD AND 1DEI m Li < al CD C CD 4 1/4` 3' a>r U3 n 7 N �y,� yy ► L l i l l l l l l! r F •�°i��l of Z o !',�f�AL1�1,�• 38 9/16" FRAME WtOTN. 24' UA)L C0NWALE0 VERTICAL ROD CVR PANIC HARDWARE r •• • •• • • • • •••••• • • •••••• • • Is • • • ••• • • • • •••••• APPROVED PANIC HARDVCARE! FIDR so • D00 DOR—O—MATIC SERIES 169U TOWUBAP, .••... bur DEVICE ,IACICSON SERIES 2085/2086 CONCEALED •AJiIiCAL ROD EXIT DEVICE DING. NO.: W98-01 c rWj L Windows and Doors. Inc. 10100 noriiwesi 25 straet aim i, fl✓r A 33172 product : Series 450 Outswing Doors & Sidel;tes dcte : 10-20--97 she} 1.4 of 7 BILL' OF M A TE'R I A LS FJ-11 HAGER 4 1/2a X 4" HINGE IN SOLID BRASS OR STAINLESS STEEL ITEM DESCRIPTION CGI 4-1/2" X 4" HINGE IN ALUMINUM SECURED WITH (8) ¢#12-24 X 1/2" F.H. M.S. a J12 X 1 1 /4" HEX HEAD S/S SMS (3 PER CORNER CONNECTION) (3 PER PANEL UP TO 7'-6 3/4` HIGH) (4 PER PANEL OVER 7'-6 3/4') 2A 3/8-16 FULLY THREADED CONTINUOUS ROD 12 CGI FLUSHBOLT AT TOP & BOTTOM OF INACTIVE LEAF, HOUSING ATTACHED 2B 3/8-16 HEX NUT TO PANEL SALE PATH #10 X 3/4- PH SMS, ACTIVATOR ATTACHED WITH • #8 X 1 /2" PH SMS. 2C t 1 1/2" X 1 1/2" X 3/16-THK. ALUMINUM PLATE a SHEAR CLIP (EXT. N0. 506) 13 SEE SHEET 1.2 FOR GLAZING OPTIONS ,,,;,, ,• DOUBLE 9/32" DIA. JAMB INSTLL HOLES AT ' 14 SILICONE GE-1200, DOW 995, DOW 899 •,,,,. •„••• 6" FROM LNDS & 24' O.C. MAX. •• •• •• • 5� 9/32" DIA. HEAD & SILL INSTLL. HOLES AT 17 1/2'° X 1/2" CONTINUOUS CLOSED CELL FOAM '••' • 6" FROM ENDS 3 @ CENTER OF PAIRS TAPE WITH ONE SIDE ADHESIVE SPACED 6" 0_C. & 24" O.C. MAX. •••••• .. . 18 PLASTIC WEEP BAFFLE N10 X I- PH -PH -SS TEKS SCREW, @ 3" & 7' FROM ENDS & 19-3/8A O.C. MAX. 19 7/8- X 5- X 1/8' THK. CONTINUOUS ALUMINUM SiLL #14 X 3/4" HEX HEAD S,/S TEKS SCREW AT ANGLE ADAPTOR 6" FROM ENDS & 24 3/16" O.C_ MAX. .320 HIGH WOOL PILE WITH CENTER FIN (ULTRAFAB # 3032) 9a .350 HIGH FOAM-TI TE WEATHERSEAL (AMFSBURY # 32011) FI-01 ACTIVE PANEL LOCK OPTIONS (SEE SHEET 1.1 FOR LIM!TS) EXT. = EXTRUSION UST 500n, 501, 502, 503, 5C4, 50?, 509, 510, 514, 515, 519, 539, & 540 ALL EXTRUSIONS ARE 6063-T6. AA CG! CUSTOM 3 POINT LOCK 4503PL, CONSISTING OF (2) CGI CUSTOM 1 END DOLTS (TOP & BOTTOM), ATTACHED W T H -10 X 3/4" PSI SMS, 375, 396, 505, 508. 511 EXTRUSIONS ARE 6063- T 5. (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY COPPER CREEEK SERIES E MODEL D82410. 10AP. CG! CUST&d 3 POINT LOCK 4503PL, CONSISTIfiIG OF (2) CGI CUSTOM END BOLTS (TOP & BOTTOM,), ATTACHED WITH #10 X 3/4' PH SMS, (1) CGI CUSTOM INTERIOR LINKAGE MECHANISM, (1) DEADBOLT BY BALDWIN SERIES 8200, KWKSET 780. 10B I REcxNT COMMERCIAL 2222 THREE POINT LOCK MECHANISM WITH MORTISE LOCK. nr 16C SINGLE POINT LOCK (1) DEADBOLT BY BALDWIN SERIES 8200. . 10CC SINGLE POINT LOCK (1) DEADBOLT BY COPPER CREEK SERIES 082410. �littt.li� PRODUCT REVISED the rt � `�t� �i j as campiyiag wiih the Florida 1 OD D.^,R—O—MATIC SERIES 1690 TOUCH3AR PANIC ENT DEVICE NTH$ ``�`�"~ Building Cade-1011.12 CONCEALED VERTICAL ROD SEE SHEET 1.4. Expiration rate /09/2021 1DE JACKSON 20 SERIES PANIC EXIT WITH 2O85/2086 CONCEALED VERTICAL ROD e _ :# By EXIT DEVICE SEE SHEET 1.4. Product Control '1 1DF CGI CUSTOM SURFACE MOUNTED SLIDE BOLTS WITH CGI END BOLTS AT ACTIVE LEAF OF: (AT TOP & BOTTOM) WITH BALDWIN SERIES 8200 DEAD BOLT. DWG. NO.: W98-01 • CLw;L Wlndow� and Door=. Inc. 10100 ¢o 4west 25 street rri�i, &Wida 3 172 product - Series 450 Outswing Doors & Sidelites dote : 10-20-97 shot 2 of 7 4. CGI — 507 DOOR FRAME HEAD/SILL 4. CGI-509 FRAME JAMBAWLUON 15 CGf— 510 SIDELITE ►4UL LION _465 .075 1.063 CGI — 508 FRAME COVER 58 T.062 12 CGI-511 JAMB COVER r7.1021 HE CGI-503 NP.RROW SIDEIJTE STILE 1 5.777 CO-505 ASTRAGAL CGI-501 BOTTOM RAIL .075 7.312 F CGI-502 JAMB/LOCK/SIDEUTE STILE 3.122 CCf-500A TOP RAIL -_1$8 CGI-540 I 4.000—; SADDLE THRESHOLDS 1.918 _844 CGI-514 HORIZONTAL MUNTIN si -u b39 � -e j b52 j 11 —J m 080 q.,744 o•••• 'm .065 m •L .778 .754 • • • • GI-37 CGI-504 ...... ... . •• .. .. -�{ .5i7 jam- �j .672 jam- • • • • j1 I 1 I ...... .. . •• • mRCf YTfl, m .. . CCI-396 CG1-519 PRODUCT REVISED ' as coasptying with the Florida Suiiding Cade NDA—No. 17-1 O11.12 Expiration Date 11 /0912021 BY I NFiami-Da5�uci Control DWG. NO.: W98-01 i l cAvalk Windows and Uoor•s. Inc. 10100 robins: 25 street miami. fioridn 33172 prodict : Series 450 Outswing Doors & Sidelites dose : 10-20-97 1 sheet 21 of 7 Bolt Assernbl) o Rc A, F- Keyed Ceder/Deadbal Assy. TOP SECTION (Bu TA OIL SIP Ca CUS,Om --POINT LACK nect►on Meel Solt Housing I Sms Flushbolt Bolt Tip I SM Threaded Rod 0 w Jxl/2'PH, MS + X I � i Keyed FLushbolt i I 1} 1 1 Cylinder Ac VOtor j t Deadb( Asseml TOP S=CTION SHOWN � (BOTTOM SIMILAR) rT-2-1 Eiushbolts (Inacbve Panel) Actuota Arm 110 x 3/4' PH SUS ctuator Arm 1/2' Bolt Housing T- Bolt Tip Ir 0 ir Li ILA.- . . 110 x 3/4:AiSMS 0 x 3/4' FH SMS S-rface Mounted r.ctlYOL TOP S1 C7?ON SHOWN I ! (BO-ITOM SIMILAR) SURFACE MOUNT SLIDE BOLT VATl-I BAL DWIN DEAL BOLT PRODUCT REVISED as cc... plying with the Fio4da SmIding Code NOA- o. 17-1011.12 Expiration irate 11f0912021 By gar t cotes DWG. NO.: W98-01 tj 3 POINT i in .� JP.Ah IAL LOCK c 2 } i n m Q J`Ni 2 G Jill 112x1 FH SM Keepe lop Lock Assembly Bottor Bolt Dor-0—Matic 1690 ti � z £. 4 Y? 1 /4" E 18 x 3/4" FH SMS L- 1/2' Strike Plate—� Top Guide _ w/trip release Top Bolt - Botts Solt Gu Jackson 20861 %00% ...... ... . pa �x'1 /2D • • FH MS DWG. NO.: W98-01 I WinclaCz L s, InC- 10100 Pwftest 25 sVvd Won, Honda 33172 Product : Series 450 Outswing Doors & Sidelites dote : 10-20-93 sheet 2.3 of 7 .000 0 1 /4' DIA. LIURACOR 5 z I I r 6' FROM ENDS AND 24' D.C. A OR o I t I (INTERMEDIATE & SINGLE UNIT ANCHORS) j m I I SEE SHEET 7.1 F DOU DOOR EA�F 1X4 PT WOOD SEE NOTE BELOW O m H -125 i , o �- L9 11 IQ w_ X II iI LJ ; b b < Z 1 � a 3 12s TYPICAL 1 I DIA- ULTRACON I ISEE SHEET 7 I f, 1 •• LIP ! I II4 © KSI I t I t I I 2X4 PT i5'OOD I "SEE NOTE EMI -'+ " • , �NSTALLATION IONAL J'Oa 2X4 PT WOOD SEE SHEETS 2.2 & 2.3 FOR BOLT ENGAc"E11ENT 3 1 TYPICAL 2A I TYPICAL TYPICAL JWB ANCI1XZS _ 1/4" DLA. ULTRACON, 0 5' FROM Ei@� AMD 19-3/8' O_C. FOR LOADS L'PTO 70 PSF 15-1/2' O.C. FOR LOADS UPTO 110 PSF 12' O_C_ FOP LOADS ABOVE 110 PSF (SEE SHEET 7) 2-1 /2- MILL EDGE FIST_ ��cl 1/4" DIA. ULTRACON 1/4' IdAx- I 509 s1-��I s• : 2A • • • TYPICAL PANEL.-9SSEMIBLY 1X4 PT WOOD 509 ' - • 511 TYPICAL PA�iEI; ASSEMBLE 4 •••• 1 P2C •••• TYPICAL PA4t! •ASSEMdt'? •- A F•••••• ••• •• • ••09 Gil 502rat • • • • :••••• . .. • 1 13 OR •1 8 CD ACTt� .i 25 375 4— 4 —� EXTERIOR I.;25 PANEL VADTH FRAME WIDTH TYPICAL ,SAHIB ANCHORS 1/4" Did_ ULTRACON 5' FROM ENDS AND --, -- --- - 19-3/8' 0_C. FOR LOADS UPTO 70 PSF 1 14-1 /2" O.C. FOR LOADS ABOVE 70 PSF OPTIONAL ' I EXTERIOR 2-1 /2'• EDGE DIST. I E)JBEDMENT INTO 29Y WOOD BUCK = 1-1/2' SQUARE GLAZING >, # !! (SEE SHEET 1.2) \--2X4 PT WOOD + o t1! I lit OPTIONAL INSTALLATION j (D-)o INTO 2X4 P I W0r',0 SEE NOTE BELOW 2A TYPICAL NOTE: 1X OR 2X WOOD BUCKS NOT BY CGI #12 SCREWS MUST BE PROPERLY SECURED AND It mu>s Fa IS SM 3/ E NC MUST SUS S AJN LOADS II'r',POSED - �• �.; 3 _-< N 03 LU W OWE IM SPM 1 j4' OIA ULTRACON 't; t :� <> . r o ser r, so tras s� 2.ut2 ® s" FROM ENDS AND 24' o.C_ BY GLAZING SYSTEM_ `^ 100 (INTERMEDLATE & SINGLE UNIT ANCHORS) I SEE S-tEzT 7-1 FDR DOUBLE DOOR Mac STLE ANCHORS ,��11uIIJ1!/�PRODUCT REVISED wift� thetlorida o m 1 , 8ss7dincx� g�e Nam&-r1o, 17-1011.12 n NOTE: 7USM Expiratim its 109f2021 ALL JAMB ANCHOR CONDITIONS SHOWN ON — SHEETS 3, 4 AND 5 MAY BE DIRECTLY � sy :i 3 CON TO MASONRY WITH 1 /4- MAX. SHIM SPACE �� WITHOUT VARA?ION IN CAPACITY. t) � f��l!{11i111�1 DWG. NO.: W98-01 I VL; L Windows and Doors, lnc_ 10100 IlaUm-A 25 sbed Imo; fkrida 3.3172 product : Series 450 Outswing Doors & Sidelites date : 0-20-97 � sheet 3 of 7 ASTRAGAL REM. FOR INTERIOR WATER RESLSTANT DOORS WITH SILL S—O ONLY iPSD sss }` 505 502 502 CD 8 ACOiE WACTWE s75 -%5 OUT SWING DOOR EXTERIOR LOM 0PTiONS Sa sli— ..i A LOCK STILES WI i H WATER RESISTANCE INTERIOR LOCK STILES WI i HOU i WATER RESISTANCE Zs ... . W � � \\`iitlli!►I!� Smin V 796 of 3 z o ,��!!IlFIi1i\i� DWG. NO.: W98-01 Windows and Doors. Inc_ 10100 northwest 25 street niam, %rik 33172 product : Series 450 Outswing Doors & Sidelites date : 10-20-97 sheet 3.1 of 7 THIS SILL IS NOT RATED FOR WA i R SS1 ADA SADDLE EX 7E.R10P SWEEP •--, 511 0 LO 1, DOOR P.V EL MDTH DOOR FRAME WIDTH MULLION 1 L? I �.. 502 6 r.125 SMALL SIDELITE STILE (EXT. 503) AT SIDELITES 1'-6" WIDE OR SMALLER. 502 1X4 PT WODD SEE NOTE SHEET 3 511 0 „ „�.:.�mm. 4512 EXTERIOR C} S-01 SEALANT L259 SlDryffE PN,n WMTH SIDELITE FRAME WIDTI= SIDELITE FRAME WIDTH I DS-0 SJ-0 THIS SILL IS NOT RATED L FOR WA 1 } R# -.125 S C J N S j RESIDENTIAL SADDLE LO i 4 WQJE SADDLE THRESH OLD n EXTERIOR I 5/16- DA ULTRACON 1-3/4- WIN. EWBED ABS 2-11-2 MINI. EDGE DIST. ® 6' FROM ENDS & 24' O_C. AND 3' O.C. AT MTG. STU LOCATIOt4- I SEE SHEET 7.1 FOR CAPACITY 75e 4 -,3 S1 COhtCRETE 0 m a . h-.125 L 1/4' SHIM 1/4- CIA- ULTRACON I 1-3/4' W N;. BASED ® 6' FROM ENDS & 24' O.C. AND 3' O.C. AT UTC. STILE LDCA M SEE sHtET 7.1 FOR CAPACITY REFER TO SHEET 2 OF 7 FOR TYPICAL BILL OF MATERIALS 539 II $ ��.P1"4l" jtslsr/jl PRODUCT RE1tSEt as d with the Fiorida r-.080 Suitdmg Code F-X HOA-No. 17-1011.12 sa d 70592 32 Z �j Expiration Date 11/09/202'1 •� ^+ v7 • � roduat Control 125 3 tCS! CR m �� OF j lniv. 0 MT •e•••e • • ...... ... . ••sews • TYPICAL JARS ANCHORS 1/4' DIA. ULTic'A,ON* ."•'e 0 6' FROM ENDS AND • • • 19-3/8' O.C. FOP, LOADS UPTO 70 PSF 14-1/2' O.C. FOR LOADS IIPTO 110 PSF 12' O.0 FOR LOADS ABOVE 110 PS= 2-1/2- WIN. EDGE DIST. DWG. NO.: W98-01 i Windows onc5 Doors, Inc_ 10100 rorthvest 25 sheei mianL flo::da 33172 product : Series 450 Outswing Doors & Sldelites date : 1D-20-97 I Meet 4 of 7 511 MULLION TYPE 1 t$DE STLE-WE STILE 502 SIDELITE PANEL WIDTH OUTSWING DOOR SIMILAR SEALANT anmm 511 511 MULLION TYPE 2 0 10 ?ram S af-wmm STILE 502 no ---1 .675 f -- SIDELITE PANEL WIDTH OUTSWING DOOR SIMILAR MULLION T ?E 3 MWOW 5'ftf_wm1 W S111 06- 503 -_� Eau". SIDELITE PANEL WIDTH 5 / \ !E // \ / z FIXED I FIXED FANEL MDTH PANEL MDTi 1 PANS WID li PANEL VDTH 1.250 1.250 �7� WDTH (W) - DOJP, P ,�1E.L T I IAy P, `EL + 1.250 2 DOMLT9fflr 0,M" LOWER D€S*N LOAD FROM PANEL PERFORMANCE CHART ON SHEET 6 OR MULLION PERFORMANCE CHAR1 ABOVE SHALL CONTROL 1.918 3 3r S75 SIDELITE PANEL WIDTH I '" 1 �5D3 1.918 1,.5, 1a1-062 SIDELITE PANEL WIDTH 1.250 REFER TO SHEET 2 OF 7 FOR TYPICAL BiL L OF, MATER;ALS MULLION PBRFORMAivCE CHART DESIGN LOAD CAPA.CTiY - PSF N OIDNAL Dw. RULL TYPE i Mu TYPE 21 Mum TYPE 8 t'M (W) FRS tiFW EXT.(+) Nr.(-) EXT.(+) NL(-) EXL(+) K.(-) 1/6 2/0 2/6 3 3/6 82-3/4' IOU 110.0 100.0 110-0 100.0 110-0 100.0 I = 100D 110.0 100 0 • • i1G 0 1001 110.0 1D0.0 %1 -9 - - 0D/0 10 110.0 100.0 1.j f; - • • _ • 942 94.2 1 7C D • 3VA • - • - 1/6 2/0 2/5 310 3/6 81-3/4' 100.0 110.0 100.0 1 %to • 100.0 • vwo 100D 110.0 100.0 I&I • 1010 • fieD IOU 110.0 ICO.0 kwel - Ole.-: 100D 110.0 100.E t w - • 942 942 - • - • - 1 - 1/6 2/0 Vs 3/0 3/5 90-3j4" mu !lob 100D 6110.0 • 100D • ll�t 100D 110.0 100D •va 70.0 • 7Q0 iWD 110,0 i00A 110-0- • • 300D 110.0 7L? 0 701, - - 94s 952 - - - - t/6 /0 2/6 3/0 3/6 100D 110.0 1va 0 110.0 100-0 1 w 1000 11" 1Q1D 11ao 70-D 7aa 100.0 I 110.0 100-0 110.0 ] - - 100D J. - - - - 599 5" - - - - i/5 2/0 2/6 3/0 3/6 1�-3/4' 10D 0 ;10D n_0 110-D 1 m-0 1109 100.o 310D loco i 19.o - - 100D ii0 0 99.1 99.1 - - 97.7 97.7 - - - - 59.9 5S9 - - - - 1/5 2/0 2/6 3/0 1 �3f4, 100D 110.0 10CD Mo 100-D 110.0 100.0 110.0 100.0 l0'..0 - - 97.0 , 97.0 70.0 70.0 - - 8i9 I 819 - - - - 1/5 2/0 2/6 3/0 11f-3!4' 70D 7CD 70.0 7011+ IOU 110-D 70.0 70D 70.0 70.0 - - 713L ! 70 0 -- 69. 69.4 - - - - 1/6 2/0 2/6 3/0 120-3/4' 70D 70.0 70.0 1 70.0 70.0 70.0 *0 ] M.0 70.0 70-0 - - 70.0 ( 7l0 - - - - 59 � 5E 3 - - - - ��1lttrrlrr;�� PRODUCT REMISED inn �f'y�•y,;, as complying vdth the F3orkia \\\\ q�'^��jpf�!/ NOA-No. 17-1011.12 s� a 7m Expiration Hate 11/0912U21 ¢ 2U YC OF Jr DWG. -NO.: W98-01 1 Windows and Ooors, Inc- 10100 rwrffmest 25 sbze1 uiami, Honda 33172 product : Series 450 Outswing Doors & Sideiites dote : 10-20 97 sheet 5 of 7 V r1pE '1PIF N PANEL PEBPORMANCE CRM FOR SINGLE & DOLME DOORS & SINGLE SIDELI?'ES (NARROW STILE SIDEUTES UWfTED TO 18- OR LESS) DESIGN MAD CAPACITY - PSF NOMINAL DIMS. �`SS TM 'A' ?/1SCD19WM PANELS 1' COMPOSIM PANTIS GLASS TYPE 'Al' GLASS TYPES 'B' 'BI' FRAME VDTH OC) FRAME MOTH (IX) FRAME HEIGHT EXT. (+) INT. t-) EXT. (+) ( INT. (-) EX;. (7) INT. (-) 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-i/2' 62-1/2' 74-1/2' 86-1/2- j 82-3/4' 100.E 110D 70D 70.0 90.0 90.0 100.E 110A 70.0 70D 9DD 90.0 100.E 110D 70.0 70.0 90.0 90.0 942 94.2 70.0 70D 90D 90D 26-9/16' 32-9/16' 38-9/16- 44-9/16' 5D-1/2' 62-1/2' 74-1/2' 86-1/2' 84-3/4' 100.E 110.E 70.0 70.E 90.0 90.0 100.E 110£ 70D 70.E I 90.0 su 10A0 110.E 70.0 701! SOD 90.0 942 942 70.0 70D 90D 90.0 26-9/16' 32-9/16' 38-9/16' 44-9/16' 50-1/2' 62-1/2' 74-1/2' fib-1/2' 90--3/4' ID0.0 I10.0 70.0 70D 90.090D Im.0 310-9 70.0 70D 90D 90.0 104D 110.E 7U 70D f 90D ; 90.0 942 94.2 70.0 70D ( 90.0 1 90D 26-9/16' I 50-1/2' 62-L2' 74-i/2' 86=1/2' S6-314' 100 -n 110.E 70D 70.0 I 90D I 90D 32-9/16' 38-9/16' 44-J/16' i00.D 11D.0 7m 70D 90A 99.E 10C.0 110.0 70D 7CD 90.0 90L 59.9 59.9 59.9 1 59.9 - � - 2�9116` ! 32-9/16` 138-9/16' 44-9/16' i 50-1/2' 62-1/2 74-1/2' e6-1/2' 102-3/4' me MO 7CA x i 70.0 x ' 100.E 110.0 7U- x i 7D9 x - - 1010 1104 7C^ x 70.0 x - - 59.9 59.9 59.9 x 59.9 * - - 26-9/16' 32-9/16' 38-9/16' 50-1/2' 62-1/2' 74-1/2' 308-3/4' 100.E ll0.0 7GX x 7A0 x j - - IOU 110.0 7D.0 x 70.0 x j - - 100.0 3i0D 7" * 70.0 x j - - F6-9/16' 32-9/16' 38-9/16' 50-1/2' 62-1/2' 74-vz' 334-314' 7aD 70.0 ! 70.D * , 70.D 70D 70.0 70.0 * 70. 70 n 710 i 70D x 7W x - - 26-9/16' 32-9/16' 38-9/16' 50-1/2' 62-i/2' 74-1/2' 1 j 126'-3/4- 70D 70D ( 7QD * 7Da * - - 76.0 711D 70X - 7A0 � - - 70D 70.E 1 70D x 7110- LOAM FraWN A3 ARE FORDOORS USING THRESHOLDS !�D IN ANY CONDiT:ON AND do (Zg) WHERE WATER INFILTRATION REOUIREIdE-EdTS ARE NOT APP4JCAB * GLASS L'•MITED TO 8/0 DAYLHE OPENING. PANEL SIZES ABOVE 8/0 REQUIRE TRUE PUIMN. WTSYI,NG idol RATED FOR WATER RESISTANCE NOT RATED FOR WATER RESISTAI ICE 0 tti'JTS�4ING (SADi)i_E) 539 P.ESIDENTAL (SADDLE) FP.A41F WfT)TH r ♦ r � r � ♦ i N♦ / ♦ r PAhEEL VADTH PMIEL 14+FDTN, COWDSTTE PANEL s - , ��. rBL£ TD D'isCR ,SIDELITE � V U PRODUCT REVISED �! as complying with the Florida °D Building Code NOAl No. 17-1011.12 -� Z 0 0c* J Expiration Date 1110912(MIL • � °G7G a •..:� ol �-� `fib 2 �O lltiiam" Product ContrW • • • igKk 0 � Ory7 v o t� .... a �•• •• •• � O fit{ • paaa« •• II: it r , Q m��•g IL Z O Es Q mm� r t t t FOR SINGLE OR DOUBLE LRAF DOORS AND SINGLE 3IilELITSS CAPACITY SEE CHART ON THIS SHEET SEE BELOW FOR THRESHOLD TYPES SEE SHE] T 1.1 FOR LOCK CAPAC=S FOR SINGLE AND DOUBLE DOORS SEE SHEET 5 FOR M=ON WPES AND DESIGN LOAD CAPACITY SEE CHART ON SHEET 7 FOR MULLION ANTCHORS CAPACITY SEE CHART ON SST 7.1 FOR MM. STLLE ANCHORS AT DOUBLE DOOR - LOWEST VALUE FROM TRESE CHARTS WWI. APPLY TO ENTIRE ASSEJMBL•Y. NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DC'A05-DEC-219 co cV a ` I O D .b. O L-.-- Ls OaC. drawing no. W98-01 sheet 6 of 7 S1DELITE MULLION ANCHORS SEE CHART THIS S` EOF 24' ►M. . ANCHORS HEAD/SILL 6. CLUSTER OF HEAD ANCHORS 3, 4 OR 6 PRODUCT REVISED IITG STILE ANCHORS (3) 2 AT SIDEL!TE 1 AT DOOR SEE SHOT 7.1 (4) 2 AT SIDBM 2 AT DOOR as Building Code with the Florida (6) 3 AT 51Dr IHE 3 AT DOOR HOA- ng Code 3" Ll1A SEE CHART FOR CAPACITY N4A-Ho. i7-i0i9.12 TYP. ANCHOR Expiration Date /09/2021 SPAC NG T i l i 11 S I - I I I. 1 f Ott r nct Control / / 1 � r c� IL C3 �rin Q a� Ld � C, O 9. X /cr. » 3 `¢ i}L m Lnt�- It t t \ CLUSTER OF SILL ANCHOIL6 3OR4 Fi)C- D ' FIXED (3) 2 AT SIDELTIE 1 AT DOOR PAS VIDTH PANEL WIDTIJ PAND- LIITH ( PAIIEL WIDTH I (4) 2 AT SY0c1ti'E 2 AT DOOR 1250 r� SEE CHART FOR CAPACITY SIDELTIE MULLION ANCHORS AS SHO"` IN DETAILS AND CHAFRTS INTIERMED1ATE ANCHORS TO BE AT 5' FROM CORNERS wirm (w) = DOOR PANEL + FAD ME 1.250 AND 24` O_C. AT HEAD/SPILL ! 2 ANCHORS: ,YP-� '8- 114' D� L 7P.ACOY BY "ELCr' (> 1n 1s+, ir= 'cs1) TYPE '9'- 114 DOA Le72i k�CON HY 'ELCO' IW1D 2EY WOOC SUCK OR W000 STRUCTURES iN;O 2BY 1.-" BUCKS OF WOOD STPUCTUP.ES 1-1/2' ir9K PEPETRATION INTO WOOD 1-1/2' WIN. PEN iRATKM INTO WOOD +H1:=J 1BY WOOD -BUCKS INTO CONCRETE AT HEAD TFR2U tBY WOOD BUCKS 6Ti0 COW./HOLLOWBLOCK AT dAUBS 1-1/4- L1TI•L EIAB-:1) INTO CONCFETE 1-1/4" ION. BASED INTO CGKCRETE OR MASOOdRY D.RECTLY INTO CONCRETE DIRECTLY INTO CONCRETE 1-1/4' MIN EMBED INTO CONCRETE 1-1/4' &CH. EBBED INTO CONCREi-E EDGE EDGE D1S`_1ANCES P9-3 CO ZE = 2-1/2' i&N. OFIC CONCRETE = 2-1/2" IAN_ *17D IMOD STRUCTURE = 1' MN. RUD WOOD STRIYTURE = 1' MN. TYPE 'C - j /4" Tilt 121_TRA00N BY 'ELCv' (Fv-177 M 5y-155 JM0 DL3ECP_Y RM COWNUE-iE AT HEAD OR S.1! 1-3/4' lAl,"N. DASM INTO Com. EDGE OtSTANCS INTTO CONCRETE - 2-1/2' MIN - TYPE 'D'- 5/16' QLk ULTRAOON BY 'ELCO. (FU-177 M Fj 155 KSi; DIRECTLY INTO CONCRETE AT ADA SILL 1-3/4' MIN. DABED KM CONC. EDGE DISTANCES QNTO COFE = 2-1/2' LUN_ Yr000 9, WAD OR .V*%S SG - Ors 9N. CONCRUE AT HEAD, SILL OR 44i035 Vc = 3000 PSI suit C-90 HOIsOW/fILIM BLOCK AT . kURS Vrn = 2MO PSl :IN. L� 0 it R (XiTSWNG ANCHOP, TYPE 'C' 507 N07 RATED FOR WATER RESISTANCE S3 0_ O xy 1sJ MULLION ANCHORS AT SIDEITIES DESIGN LOAD CAPACf -M NOVIRAL VMS_ TYPE 'E' AT TIFA TUE 'C' A7 HSAD ripE 'C' AT S-0 8e SS2sm Tm 'C' AT HEAD TYPE 'a' AT SSI SILL MOTH (W) F RAC HEIGHT CLIISTER OF 3 ANCHOES CLUSnM OF 4 AtTCHOPS CIASM OF 6 ANCHORS CLL7SrM OF 3 ANCHORS CIASM OF 4 ANCHOES Ci ISM OF 3 ANCHORS CLUSTER OF 4 ANC13ORS 2/0 106.7 IIOO 710D 110D 110D 110.0 110D . • 2/6 3/0 3/6 82--3/4' B62 110.0 ,10D 1,OD 110.0 1190 1,0A •. • 723 SE4 ,10D 7093 ,10D 101.0 1iO.Q906 623 1 83D I Hu 942 110.0 E7.0 1104 • " 2/0 2/6 3/0 3/6 64-3/4' ! 1042 110.0 110D 110.0 110D 11110 11" • • 842 11" ,70D liOD 110.0 110.0 1100 • 705 94.1 11DD IOE_7 110.0 98.7 110D 60.8 81.1 11DD 919 110.8 SSD 104 • 2/0 973 11u I= il0A i30D 11" 1104 2/6 78.6 1D4B 11D.0 1 HOD 110.0 1098 ," • • • Oro 90-3J4' 1 1 979 110.0 99.7 1104 92_1 ( ,1M 3/6 5LB 7S7 I= 85S 110.0 79.4 1015 2/0 911 110D 11DD 110.0 110.0 110D ! 110D n TS7 9113 11" 110.0 110.0 103.0 1 110D 3/0 96-314' 67_9 t1T_5 1,OD 935 110.0 K4 114.0 3/6 53.3 71.0 i065 1905 107A ?4.4 95.2 2/0 2/6 859 1130 110.0 11(iD 1110D 1?a 110.0 E&4 92.6 110D IG49 110D 97-0 110.0 3/0 IC2-3/4' 582 ! 17.7 110.0 88(1 110D I 81.4 1D4_, 3/6 5u 669 1003 75L 3_31? 70.1 89.6 2/0 2/6 108-3/4' 81.2 10E2 ilu 1 u 11OD if" 11C0 6S6 875 110D 99.2 110.0 91.7 I X-M 3/0 SSA 73A 1,01i 832 11Q0 769 %Z 1. 2/0 2/5 1 3/0 1 114-3/4' 769 702E 7,0C I10.D Ilu i075 110.0 622 829 1 1IU 9?.0 W-L 8E° 1109 522 695 1v4.3 7F� 1G 1 72 53 c 2/0 73-1 975 1100 1ID.D 11�'0 im 110.0 /6 F 1-n-3/i 59.1 7a3 110.0 ES3 1,G.0 9;-5 iCtS_6 3/C 495 6E.1 9-° 1 749 99.9 ES 88.E LOADS SHMN ABOVE ARE FOR INSTALAT101S 'WHERE WATER NFILTRAi)ON t231STANCE IS NOT REQUTREJT USING THRSH04LDS(0 SSl AND Q LIMIT EXT'RW LOADS INHERE WATER IN[MTRATION IS REQUIRED AS PLE2 CHA4i AND N=l ON SHEET 6. NOT RA7 D FOR WATER RESISTANCE O APICHOP, � TYPE 'D' x X W FOR SINGLE OR DOUBLE LEAF DOORS AND SLNG12 SIDELiTES CAPACITY SEE CHART ON SHEET 6. SEE SHE 1.1 FOR LOCK CAPACKMS FOR SRiGLE AND DOU'BLEE DOORS SEE BELOV FOR THR33SHOLID TYPES SEE SHEET 5 FOR MOLLION TYPES kND DESIGN LOAD CAPACITY SEE CHART ON TIM SHEET FOR Mi71.�UOiN ANCHORS CA.PAC'TY SEE CHART ON SHM 7.1 FOR RTG_ STHE 4NCHORS AT DOUBLE DOOR. LOWEST VALL E I'RJM THFSB CHARTS WELL APPLY TO ENTIRE SLY. ANCHOR ~'fir' � � - <•f `` �� Y-r/''�I T rY'� 'C' .7D5�2 553991 OF u U_ O m ��•in a o •14 L, 4 0 C -3 ct co a ~- 9L 9d Jr Q �ALG 15 2*4.. ! • vn ao�o 0 IL mm0•� N to ; •99 IL w to •0 r cew e cQ Q i d Was ;;z` o dm iinna no. `J�98-01 sheet 7 of 7 t d DOUBLE DOOR WJ01SI-L 24' UAX_ 24' LAX. MTG. STILE ANCHORS INTERME=TE llTTERMEDJATE SEE CHART AT RIGHT ANCHORS ANCHORS HEAD/SILL I HtA i/SJ1 3' MIN. T Yf'. 1 ! I m� ANCHOR , W 1L / , \ 1 a a \ / �n <O �t 1` d0 M 1` Qn � in \�\ �Q� A i ,'/ : r�i: \s 1 i \ / 1 1 I \ ID ^ to '\ \\\\ f / ; r 0` O i 11 SP4GLE DLOR OR SPJE01E WIDTH i FAW-L WIDTH DOUBLE DOOR MLA1lON Afv`CHOfr AT SIDELI7E MUL! KNd Aw4CHOfn SEE SHEET 7 DaM LE DOOR AT SIDElfTE 1,1-1G. STILE ANCHORS SEE SHEET 7 FSli SHEET CHART 24" "X. TiLS SHEET 3 - 3aUN_ ITERNEMTE 1 ANCHORS TYF. L n �A1�AIG 4 In , / / / / / i1 D FIXED EL�WIDTH 11 PAWL WIDTH I PANEL VIDTH li PANEL W3 LE53 EL PRODUCT REVISED as complying with the Florida Building Code NCIA-No. 17-1011.12 Expiration Date 1110912021 16y M'rG. SPII.E ANC13ORS AT DOUBLE DOORS c NOli12iAL DID DESIGN LOAD CAPACTY- W TYPE W AT HEAD TYPE *C' g, HElD TM 'L` AT 9--0 to SS2 MI TYPE 'C' AT EVA TYPE W AT SSl EEL FRAW dUTP coo FRAME tEIG}0 CLUS?BB OF 3 ANCEORS CIDSTU OF 4 ANCEIDW GI11S= OF 5 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER OF 4 ANCHORS CLUSTER OF 3 ANCHORS CLUSTER a 4 APi4110Fi 50-112, 62-112' 74-1/2' 86-1/2, 100 110E 110D 1]" 119E 1i0.0 110D 962 i10.9 110D 110D llu l0U_7 11" • fain 1s1 rodutt Control-3/e• 723 954 itOD 2 1093 110.0 845 1 '.10L 623 83L 1038 94.2 110E 72 6 97'D ,69 50-1/e, 62-11-e 74-v2' 86-1/2' Bq-3/q' 1042 110b 110..0 1 lOL ! 110.0 1101f 11" 0 f 842 110D 110.0 1109 110D 98.4 114� • 7D6 94.1 1101) IW3 llu 625 ilib•- i 6Da 81.1 101.4 91.9 110E 71.1 se 58-112' 62-1/2' 74-1/2' e6-1/2' 90-314' 97.3 110D 110D 11" I 110i� , iiOD 11¢fi • 78.5 1042 110D 110.D 110E 91.9 Ilae, E59 67.9 1099 991 110D 77.1 1027 1 56B 75.7 94.7 8S9 j llu 66.4 ) M5 5�112' be 1!?' 74-1/2' 86-1/2' 96-3/q' I 912 1 A.D I 110D 110D 110E l 106.E 1i0D 717 9U I 110E llu 11&0 852 11flD 61S 925 I 103i 9- z 110L 723 9! 4 53i 71D 88B i 805 1,27.4 r ? 3 83.0 SD-1/e 62-v2' 74--1/2- 86-1/'_ 1 10P-3/4' M3 11G.0 1 i0.0 ilu 110D 100 4 110E �_4 925 I 110.0 1045 110.0 81.1 1052 562 77.7 I 97.1 I 8" 110.0 68_i 9f0 502 6" ! 93.6 755,8 i 101.1 SL6 7V 50-1/2• 1 812 3 1062 flu irw 110E %s 110D 62-v2' iP3-314' 7q-v2' 54-1/2' L14-3/4' 74-1/2' 50-2/2' 62-L/2' I 20-3/4' 6S6 1 875 j 1093 99-2 1 110D 7V,7 1022 -'SD 7314 91-7 832 110E 643 85.7 W-99 1023 110.0 110-0 llOD MA 110D 62.2 I 82S 1016 M.0 110.0 72.6 I 959 522 6�5 869 78B 105.1 WA 013 73.1 1 975 l 14.0 110.0 11 i20 85.4 110E 5° 1 1 713.8 j S6.5 893 110L 1 69_v 92D 74-1/2' 43.6 1 6a1 1 82.6 74S 1 mS I 57S 1 77.2 SEE SHERT 7 FOR ANCHORS DESCRIPTION AND SILT: ANCHOR OPTIONS FOR SUINGLE OR DOUBLE LEAF DOORS, SINGLE SIDETAIM AND TRRESHOLD CAPACITY SEE CHART ON SETET 6. T SSE SHEET 1.1 FOR LDCIK CAPACITIES FOR SINGLES AND DOUBLE DOORS a u SEE SHEET 6 FOR MU-LUON TYPES AND DESIGN LOAD CAPACITY o SEE CHART ON SIT 7 FOR MTJi-TUON ANCHORS CAPACITY SEE CHART ON THIS SHEET FOR M`i'G_ STIR Atl ORS AT DOUBLE DOOR 110 C L-011'= VALUE FROM THESE CHARTS SPILL APPLY TO F_N7IRE ASSEMBLY. AH ?a \`�1liillil7/Ij7/ i ' I NEETING STILE ANCHORS AS SHOWI. 1N DETAILS AND CFARTS OF INTER►dEDlATE ANCHORS TO BE AT 6' FROW CORNERS AND 24- O.C. AT W-AD/SILL. � i \,.�• //Ijt7i71liij'1 7 � U a� z • m 3 ••�i u' a Qa: T• :OFC O . j tjU N Cl O t-a • /y� Q V,- TI • • V °EPP0 0 L4D < �� AM0 fA act LLz Q UFO [� drawing no. W98-01 sheet 7.1 of i CORNERS TO BE SE&EO W{ N LOW MODULUS SILICONE SILPRU . P_WE•L CORNER DETAIL PRODUCT REVISED as complying with the Florida Building Code NGA--No. 17-1011.12 Expi—tion Date 111U9t2021 >3Y ��— (JJGI P.ESID�'t 1k SADDLE SILL CORNT—TTZ COh7S RUCi'ION S0 cTD. SnL CORIlTER DETAIL 12 SCREWS 3/ END #12 SCREWS 2 LEG r g3 • 9,.�•J 1 O r••�� Z ..•••► o • o`o cj ••••• ILON • 2 X 2 X 1 /4" 3; �• • ALUM ANGLE .. Q . Q = ,! • Q, o $ ,i ... � sr EXTERIOR �e �� • Q a G 0 a 4 aiOrin cl ;czm¢.j INTERIOR m g ADA SHI CORNNER. DUAL, o O O 0 -0 , Z 3 J12 SCREWS 2/ LEG p 3 I LO cz�_ 3 2 X 2 X 1/4' ALUM ANGLE- j 1 r 1 a 7p! �I�I 3a U l INi �P.IOR m O Q r O L OF ;'�'— drawing no. 1iN98-01 M IAM I-n MLAMI-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) wyvw.miamidade.Qov/economy CGI Windows and Doors, Inc. 10100 NW 25'° Street Miami, FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use Qf copstruction materials. The documentation submitted has been reviewed and accepted by Mian-4-Dade Vd dtft RER,.... Product Control Section to be used in Miami -Dade County and other areas whereeilo;ved by -the Authority . Having Jurisdiction (AHJ). • • • • • • • • ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Coutm. J Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dadd Cdvty) r�s'0W1s Ae right • to have this product or material tested for quality assurance purposes. If this roddct or mAtfilal fails 18. perform in the accepted manner, the manufacturer will incur the expense of suc • �e Uig anti 1A@ AHJ may �' immediately revoke, modify, or suspend the use of such product or material wifNv*�iiir Jurisdi 0tion. RE D0 • reserves the right to revoke this acceptance, if it is determined by Miami-Dage (!oonty Product Con%oj..;. Section that this product or material fails to meet the requirements of the applicable building eblit' • • This product is approved as described herein, and has been designed to comply.with:the F1oridaBuildi1A•'•: Code, including the High Velocity Hurricane Zone. 0 • • • • • DESCRIPTION: Series Cjipped, Extruded Aluminum Tube Mullion with #373 Framing Member—L.M.I. APPROVAL DOCUMENT: Drawing No. M95-13, titled "Mullion Elevations and Details", sheets 1; 2, 2.1, 3, 3.1, 4 and 5 of 5, dated 11/25/95, with revision H dated 09/28/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revisisn stamp with the Notice of Acceptance number and expiration Late by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0112.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1018.07 Expiration Date: April 26, 2022 Approval Date: November 22, 2017 Page 1 o •t . CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#02-0123.07) 2. Drawing No M95-13, titled "Mullion Elevations and Details", sheets 1, 2, 2.1, 3, 3.1, 4 and 5 of 5, dated 11/25/95, with revision G dated 07/07/15, prepared bjALarooq Corporation, signed and sealed by Javad Ahmad, P.E. . • •. • • •. (Submitted under previous NOA#15-0420.07) • ...... . .. ...... B. TESTS •••• •••• • 1. Test reports on: 1) Uniform Static. Air Pressure Test, Loading 1Sdf FBC TA'S 202-94 • • ; • • • 2) Large Missile Impact Test per FBC, TAS M *4 • • • • : "" • 3) Cyclic Wind Pressure Loading per FBC, TA$.2Q3-94 • • along with marked -up drawings and installation diagram of akin&4m fixed 4ndows ...:. mulled together, prepared by Hurricane Test Laboratory, LLq, 'l eft Report W :0 * • *: HTL-0080-0105-08, dated 03/26/08, signed and sealed by VinVJ. AbrahaM,P.E. • (Submitted under NOA#08-0429.04) * • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC PA-202-94 along with marked -up drawings andnstallation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-96-525, dated 02/12/95 signed and sealed by Hector Medina, P.E. (Submitted under NOA#02-0123.07) 3. Test reports on: 1) Large Missile Impact Test, Loading per FBC PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering &. Testing Inc., Test Report No. HETI-96-525, dated 10/30/95, signed and sealed by Timothy S. Marshall; P.E. (Submitted under A'OA#02-0123.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition (2014), dated 04/13/15 and 07/17/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#15-0420.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I. None. E-1 Ma uel er z, P.E. Product Contro E miner NOA No. r/-1018.07 Expiration Date: April 26, 2022 Approval Date: November 22, 2017 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5' Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted underpreviousNOA#IS-0420.07) 2. Laboratory compliance letter for Test Report No. HTL-0080-0105 08 issuedby .... • • Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sl'a ty ViRu J.. . • Abraham, P.E. ' ...... . .. ...... (Submitted under NOA#08-0429.04) • • • • • • • .... .... . . G. OTHERS •••• •••• ••••• 1. Notice of Acceptance No. 15-0420,07, issued to CGI Windov," & Voors for duir ...... Series Clipped, Extruded Aluminum Tube Mullion with #373•Praping Member — •' . , L.M.I., approved on 08/13/15 and expiring on 04/26/17. • • • • • • .. ..9 . Manuel Perez,. . Product Control Exaloixer NOA No. 17-1018.07 Expiration Date: April 26, 2022 Approval Date: November 22, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13, titled "Mullion Elevations and Details", sheets 1, 2, 2. 1, 3, 3.1, 4 and 5 of 5, dated 11/25/95, with revision H dated 09/28/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ...... B. TESTS 1. None. ...... : '..' ....:. .... C. CALCULATIONS "" *see' .. 1. Anchor verification calculations and structural analysis, cq.*)jjng wjt:YjC 6&':'-- 00000 Edition (2017), dated September 27, 2017, prepared by X-Flooq Cofp6ratiou,..... signed and sealed by Javad Ahmad, P.E. • • • • • • • . . . . ...... D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resources (AR) • � � • � • E. MATERIAL CERTWILCATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014), with FBC 61s Edition (2017) and of no financial interest, dated September 27, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0112.03, issued to CGI Windows & Doors for their Series Clipped, Extruded Aluminum Tube Mullion with #373 Framing Member — L.M.I., approved on 03/30/17 and expiring on 04/26/22. Manuel Perez, .E Product Control Exam r NOA No. 17-1018.07 Expiration Date: April 26, 2022 Approval Date: November 22, 2017 E — 3 29b5 �2 075 100 .768 TYp, L307 1.510 22:5 A80 TYP. I FEE 6063-T5 'W' DIMENSION MUIllON 'W' - IN- 2.1.688 3" I 2.688 4" i 3.688 MULLION CLIP CGI-383 6063-T6 L L625 625 2= - FRAME CGI-386 Z .%.I S 6063-T5 3.000 4.00 VENT CGI-387 6D63-T6 460 ! 1500 ' a0o 275 .750 iS65� 6063-T6 L MULLION CLIP 6063-T6 FRAME M Cc 7- .c.15 FRAME MEMBER CGI-373 h 1,000 J 0 0 ALL MULLIONS: 6063-T6 ALLOY, 1/8" 'YP. WALL THICKNESS MULLIONS CONTAINING WINDOW FRAME MEMBERS AT EACH SIDE HORIZONTAL OR VERTICAL SEE, WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1 X 2 X 1/8" 1 X 3 X 1/8" TUBE MULLION TUBE MULLION WDW. FRAME 1M'111/. FRAME — 1 r— a,,-m / 1 X 4 X 1/8" TUBE MULLION wDW. FRAME MEMBER 36 ALUMINUM TUBE MULLION I ?z W-4 1 bX I Ix w4 I sz I� I u 01-4lsa w"3 L W N-DOW FRAME MEMBER INCLUDED IN PROPERTIES 1.132 1 1 1.751 1 1.167 2.835 11.419 c USE WITH: INSTRUCTIONS: 1- FRAMING MEMBER f 373 USE CHARTS &ND GRAPHS AS FOLLOWS. 2— FRAMING MEMBER #386 + 387 3— FRAMING MEMBER #386 + 3871G CEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 ALSO ANY COMBINATIONS OF ABOVE FOR PARTICULAR OPENING. CTEP 2 USE CONNEC`r M OF WINDOWS M MULLION AS PER NOTES • PRODUCT APPROVAL USING GRAPHS ON SHEET 2 & 3 SELECT MULLION SIZE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE WfiH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA IN STEP 1 ABOVE_ BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). USING GRAPHS ON SHEET 2.1 & 3.1 VERIFY ANCHOR CAPACXIY ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE STEPWITH MORE THAN DESIGN LOAD SPECIFED APPLICABLE BUILDING CODE REQUIREMENTS I.E. WIND LOAD, WATER IN STEP 1 ABOVERATING INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. STEP 5 CAPACITY OF W GLAZING PRODUCTS AND WULLION WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER MST EQUAL OR EXCEED REQUIRED LOADS_ LOADS TO THE STRUCTURE ``'``11111II1I777T'' ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL COVERING (STUCCO, TILE ETC.)_ ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE PRODUCT REVISED NOT PART OF THIS APPROVAL as complying wish the Florida Su><lding Code Z-_ - - A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. NOA-No. 1T-1018.07 C MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME -,0 Expiration Date 0 6t2022 ; iNTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS ®• �47IE OF OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. ' BY i IaAi`� fOduct _�20fli1UP.•' �� FOR IMPACT THESE MULLIONS ARE RATED LARGE &SMALL MISSILE r • • ri 0� z C) w oC v = a �I'z 3 "t w �3 Cz� O 3:: p a01 c) :m �oa�l ci Tye - MULLION LOAD CHART 1 X2X1/8" r 20 25 30 ' 35 40 45 50 55 TRIBUTARY WIDTH — INCHES MULLION LOAD (MART 210 200 190 180 170 160 150 EIL d ; 40 1 130 Q 120 0 J 110 z 2 100 p 90 01" 60 ._ I - I ss" 84" 40 .... 20 25 30 35 40 45 50 55 TRIBUTARY WIDTH — INCHES CONSULT CORRESPONDING NOA FOR WINDOW ANCHOR LOCALMNS ANCHORS I CUP / HORIZONTAL rMILILI.ION MUD III I \ Ili I PRODUCT Z GLAZING GLAZING PRODUCT PRODUCT N GLAZING ?RODUCT CUP AHORS I I M(&D N NC MULLION LOAD CHART Zoo � \ - - i 190 10 \ " MULL AN 170 1 160 150 LL- a_ 140 1130 � I 1 0 120 J 110 i U 100 _ i -0O I 80 70 60 ice 20 25 30 35 40 45 50 55 TRIBUTARY AIDTH — INCHES CLIP ANCHOR N 3 PRODUCT REVISED 7 as rPhin9 with the Florida , BetiMdiM Code UL 1 w1 + W2 HOA-No. 17-1018.07 TRIBUTARY WIDTH = 2 Expiration Date 0412612022 TYPICAL MULLION ARRANGEMENTS �� o=....r.. .—r n �rn z Ztpo W g ?Cd M a2 00O a �' O wui at na. OuO v Q0�4 0 •. -m•m mom •I I • •••••• IL • LL � - O 'ER o2 wI . • ...... cs.m • • • Sn • N CCD • • • EQL Q 7I�I(n Z 0 Q=No t- Q, u 3c`nl�o W n � n � Z Z O L, O - n -3 O_ z .� o9 M{ U �' MULLION CHARTS " i ON THIS SHEET APPLY TO m 0 MULLION CONDITIONS SHOWN ON o o N c, c c n In ri < n o ELEVATIONS AT LEFT ONLY. > O C m` oo W .. o 3 � N � r 70592 s 0 ��• SIVIEOF drawing no. Off`.°�•c�°�' M95-13 .1110 sheet 2 of 5 T4jp Q Tea'•' ••t ' . �.. • a Z III ANCHORS 'A mm rill _�_�- a 011 a m NO OEM iRIBUTARY■ 1. im LL m a O� Q Om Z� 0 H in 0 W D m m m Is ANCHOR LOAD CHART 2 ANCHORS AT MULLION ENDS ANCHORS .E• E:4 ANCHORS 'A' APPLICABLE TO ANCHORS INTO OR THRU WOOD BUCKS ANCHORS ' B' APPUCABLE TO ANCHORS INTO CONCRETE OR METAL ANCHORS `BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS ANCHOR LOAD CHART 2 ANCHORS AT MULLION ENDS ANCHORS + 'BH'I 92HM-L m .D •, Q -� U) D_ �N ❑ -i Q O J Zm 0A H 0) W O IR ID 63" 11111112 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES CONSULT CORRESPONDING NQA C FUR INDCWV ANCHOR LOCATIONS CUPHORIZONTAL \\` ANCHORS . i-7" rWUiUON VERTICAL MUL UON Z GLAZING GLAZNG Z 3 Q PRODUCT i PRODUCT D 0 , I H� W W ti fl Is CD m %D m ANCHOR LOAD CHART U 2 ANCHORS AT MULLION ENDS 10 20 25 30 35 48 45 59 55 Z 0 Uj TRIBUTARY WIDTH - INCHES -o Z O =N o w v +n z OzLl- n O p o Om m V �� GLA23NG i 3 I m PRODUCT i c � a r a W O � r o CUP II of a 4 m, C GLAZING ANCHORS j m PRODUCT Cl( ANcl�Ce�HORS MULLION �.r ] SPAN N� RG PRODUCT REVISED as complying with the Florida Building Code TRIBUTARY WIDTH = w� y + NOA-No. 17-1018.07 2 Expiration Date M62022 TYPICAL MULLION ARRANGEMENTS iNG a Product U7 ANCHOR CHARTS I ON THIS SHEET APPLY TO � �� c m MULLION CONDITIONS SHOWN ON g°-, �Ia o ELEVATIONS AT LEFT ONLY. 5 o c , � \\ • •• Y— SF '� N •t Q Q' � � N J _ : = H` � g � W ' �!_ Lai OF . 40 drowing no. °P® M95-13 //Its ..4111%�sheet ?_ 1 of 5 TRANSOM MULLION LOAD CHART 210 1 X 2 X 1/8' 200 190 38 /4' MULL AN 180 170 160 150 N 140 a 1 130 0 120 a O-j 110 Z ,00 V) D 90 80 70 I 60 50 . 40 30 . . . . . . . . . . . . . . . 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES CONSULT CORRESPONDING NOA FOR MINDOW ANCHOR LOCATIONS TRANSOM MULLION LOAD CHART 210 1 X 3 X 1/8' 2DO 190 186 38 -1 4' BULL SiAN 1701 \ 160 150 N 140 a 1130 010 \ 53' 1 110 z 100 O 90 I 80 60' 70 60 I 50 40 � 74' 30 40 50 60 70 80 TRIBUTARY WIDTH INCHES HORIZONTAL ARCHES TO BE INSCRIBED TMULLION /-INSIDE RECTANGULAR SHOP= i� I GLAZING ' PRODUCT X CLIP ANCHORS GLAZING PRODUCT GAG PRODUCT MULLION SPAN TRIBUTARY WIDTH = W1 + W2 z TYPICAL MULLION ARRANGEMENTS TRANSOM MULLION LOAD CHART 210 1 X 4 X 1/8' 200 190 38 -1 4' 180 i 170 160 a 150 N IL 140 I 130 0 53' ULL SPAN -1 120 Z � 11C U) Ld 0 100 60' 90 SQ 66' 70 74' 60 80' 50 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES �V Z FwjE D Dp�p o N o �Nt v n c to Q�mIr o Q It )MO • ffV)-r 6 Zd1 -a ...-off M. - • i�•Zma ufi • w ME ►- • •••• • • 004 • • • • • • • n • to U • • s�• i • .� C • ri p •� 0 Z Q W Q Of {{ (n C F I 0 m N o ANT' 0 to r� n 1 1 -00 rn n 0 Z�L .� O O o MULLION CHARTS ON THIS SHEET APPLY TO o HORIZONTAL MULLION AND IT'S o ps�l END ANCHORS ONLY. m c e w c x L a PRODUCT REVISED !�'; N ` E as complying with the Florida OLdiding Code 3, NOA-No. 17-1018.07 =1 m Expiration Date 04/26/2022 : o =•4y� drawing no. �I Product c. '•? . �� M95-13 1�r��1111"10'-sheet 3 of 5 LL a. 0 a 0 J z c� H U) u 0 ANCHOR LOAD CHART m, 7 ANCHORS AT MULLOON ENDS I ml� ME] m..... .MM....� �'§M..... MOINEIRM t M[MMMMMmM IMEM .. � Mom IMENEMME IMME..M . >, �No-MENBEEN 30 40 50 60 70 TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART 5! 4 ANCH03S AT MULUON ENDS LL N IL ! a ❑ J Z c 1-= V; c ANCHOR LOAD CHART )9 2 ANCHORS AT MULLION ENDS .. .._..N MIN- ,- - ,._om... MEMEMEM o.mommom � E..o..a- 80 30 40 50 60 70 TRIBUTARY WIDTH - INCHES MM.' .. MEN 0 ...MEMM ONE G° ..MMIMM MM.MEM�MM _...�_E_ �WMMIMMMM' — EM..EM `12NIU... `��`N`M` LL 1 Q 0 z 0 H N Li) ANCHOR LOAD CHART ID 4 ANCHORS AT MULLION ENDS 80 CHoRS '13F MEESLAIN, ........ ��l♦ ,M..M.... M..-.-.. i-NIMMEMMIMME MMEMEMEM 30 40 50 60 70 80i 30 40 - S0 60 70 60 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES ANCHOR LOAD CHART m 2 ANCHORS AT MULUDN ENDS U) a ❑ a 0 J Z 0 H U) u 30 40 S0 60 70 80 TRIBUTARY WIDTH - INCHES CONSULT CDMRESPONDING NOA rFt?R WNDOW ANCHOR LOCATIONS ARCHES TO BE INSCF69ED rWISJDE RECTANGULAR SHAPE 11�HORIZONTAL t �MULLJDN "ELMM Afdllo ""OE110 �lmmbh O ,1 1 L CLIP ANCHDFS ` i GLAZING �\ �\ o1 3 PRODUCT t ` 3 GLAZING GLAZING PRODUCT PRODUCT MULLION SPAN TRIBUTARY WIDTH = wl + w2 2 TYPICAL MULLION ARRANGEMENTS ANCHOR LOAD CHART 2 ANCHORS AT MULLION ENDS . o'gn , • ' O A •• LL 09 jj,,�r�� } • wa r+;CD C, •LD O M ,a 0 30 40 50 60 70 130 30 40 50 60 70 130 Z I) Lj 2-1 TRIBUTARY WIDTH - INCHES En -a V Z 0 C 04 O ti NM 3 m ANCHORS . •A' APPLICABLE TO ANCHORS INTO OR THRU WOOD BUCKS w 3 C Z Z APPLICABLE TO ANCHORS INTO CONCRETE OR METAL j � 8 <! J RNq TORS 'BH' L )0: r APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLACKS AMMRS..`B' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FRIED BLOCKS Zia in O Lr w N c o r W U m - j SCUP ANCHORS ANCHOR CHARTS ON THIS SHEET APPLY TO c HORIZONTAL MULLION AND IT'S o� a 0 m O o�a o i� END ANCHORS ONLY. 0 c PRODUCT REVISED `tttlLtttltrr�, aS Colnptying with the Florida `\\\ " AH o Building Code \ `�_T°�- •• _ �i I l NOA-No. 17-1018.07 In v � �: • �� Icq F-Xpim 'on Date 04/2612022 _ 1� ! ! �/y � Y N1ia d! Ptnduv-t C t I Epp O a�0 L V OF •d drawing no. Isi,,! ZQ"i -,,`� • n►�' M95-13 AL ��rrltltttttt Cs—heet3.12L5jl s i • mOLLION 1 I T"PrAL 2 L; ?F THRU 1 BY BUCKS INTO CONC. OR MASONRY I MULLIONII ! TYPICAL I I 2 N --• 1 �-'d a a- � I •�- e c .PREi;4SfdCONC. 8 a .. S! L' EDGE LKSf DIRECTLY INTO CONC. OR MASONRY NOTE: FLOATING CLIP TO BE SNUG FIT INTO MULLIONS INTO METAL STRUCTURES OFFSET CLIP OPTION 3fflu-14'1 REFER TO SHEET 1 FOR CLIP DETAILS WITH 4 ANCHORS PER CLIP WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED 13Y GLAZING SYSTEM I AND TRANSFER THEM TO THE BUILDING STRUCTURE. • T"IC_4L ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fyr155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •, 1-1/2" MIN. PENETRATION INTO WOOD THkU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS • TYPE 'B'- 1114- DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) • DIRECTLY INTO CONCRETE 1-1/2- MIN. EMBED INTO CONCRETE TYPE `B'- 414 SMS OR SELF DRILLING SCREWS (G DE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T6 MIN.) STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WJ7H ALUMINUM TO BE PLATED OR PAINTED) TYPE 'SH'- 1 /4" DIA. ULTRACON BY 'ELCO(, u=177 M. Fy=155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS YPE 'BF'- 1 /4" DIA. ULTRACON BY 'ELCO' u=177 KSi, Fy-155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS TYPICAL EDGE DiSTANC'_F INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 JAN. CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS rm = 2000 PSI SIN. PRODUCT REVISED as complying with the Florida Bulding Code HOA-fdo. 17-1018.07 Fixpiration Date 04/2MO22 8y iYliacn' ade Product 71 Z mti o � � J Q� Lcl 0-N� �clt: IL C� Q a � pr 0 '— ro o •a o a $'.ol • N N 0 AD • O lt,cze ltZm '0 • �•_02v - 2teaQv • Eli IA F • J. •.nw LJ . ! �i •. In O 0 p 0 w 3 z . fl I.il rn � z 0 v=No a ar'nr n w -0 0 z u- r. O 0 o C9pQ-1 m U - g +w- ,1�11111►rrrr�7 _ .......... � r ' OF .�� dr gn no. M9� 5-13. ell AL ` (sheet of 5 fit M% I. BULLION fPICAL J 1 PE WO 2BY WOOD BUCKS OR WOOD STRUCTURES I I 1 1 i 1 TYPE ANCHORS I ' #14 SMS --------------- 1 PER ANGLE I I %2 PER ANGLE e . / � �_ f *_ - 1 1 p• 4: 1 - i q s' Ty?. DiST. a" 4. p- THRU 1 BY BUCKS INTO CONC, OR MASONRY L253 MIN. MU1lON I I i I TYPICAL ANCHORS I i 1 PER ANGLE j Ll� 1 �✓ .v I I I 1 i Lin ,� 6 °_ 44 1 Q :.� S'. q :. d...:. PRE�AS CONC.a a - •. ' $ •• - SILL EDGE .DIST. DIRECTLY INTO CONC. OR MASONRY I 1 I 1 I 1 1 I 114 S►ES n ri �2 PER ANGLE Q ACCESS HOLE ALUM CHANNEL 12 I 1X 3/4" X 1' X 1/8' #14 S.M.S. LENGTH TO FIT SNUG 2/ CHANNEL FNTO MULLION Z a o TUBE MULLION C to 'm j f ` t1J D n ° "` n w ------ ------- IL 4 F ik I 1 0�h I t fj p ur THIS SCREW CAN BE L I O > W INSTALLED IN EITHERI I • d�1C ff � • ANCHORSDIRECTION � � I ; • � � � � . ' gX;LE SIAS1 I • (y•�v=i�-o INTO METAL STRUCTURES 1 PER CLIP AT X2 Q 1X/34 , ULLIiONN •i'•Z • Tug= MULLION • � � Q . 2 PER CLIP AT 1 X4 MULLION j I Z _ • ANCHOR DETAIL 11 •• • • • N • J C • � Q •am • u.t Cr IZ i pw a toc -0 Z Q� W 3 04 m J iU O -0 3 n p 3: O _ o V Q Q J U•-�� N ti ►z- Ij Y O n C U= N K N H O V W 2 Q . o Q ZC- C, 5 ._ . i ' N � i � r PRODUCT REVISED - as complying with the Florida Building Code HOA-Ho. 17-1018.07 � = Expiration Date 04/2612022 =. OF drawing no. M95-13 mac, �7iam ade P of f"I"IfJIiIX \ sheet 5 of 5 Miami Shores Village RECEIVED Building Department DEC 07 v o10 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 j INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201-9- BUILDING Master Permit No. RC-5-17-1288 PERMIT APPLICATION Sub Permit No. N.S I F,> {PBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION %g SHOP CONTRACTOR T_ DRAWINGS JOB ADDRESS: 910 NE 99th Street, Miami Shores FL 33138 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1 1-3206-014-3410 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Hafts -Joachim Krause Phone#: (786) 554-6128 Address:4720 North Bay Road City: Miami Beach State: FL Zip: 33140 Tenant/Lessee Name: Email: n e#: CONTRACTOR: Company Name: C�-,� l� (�JG�Q.�JL�C OI�.� Phone#: 'JOS •CJ2� �Za4 Address: Mk 1::) 'C—_>w -7 �"t'• _ -# r)-EwC-) City: State: Zip: Qualifier Name: \ �A.. �E-. li 'pt �--�• Phone#: 3c6• L &q •2_2t-�9 State Certification or Registration #: G • Dfo V SLo Ar Certificate of Competency #: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: Type of Work: ❑ Addition n e#: City: State: Square/Linear Footage of Work: Zip: ❑ Alteration -New ❑ Repair/Replace ❑ Demolition Description of Work: ��j TJ a� VJ ti L� LT I (, W % 0�.05 _I T;: zC> Specify color of color thru the: Submittal Fee $ Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City �AK . State Zip 0 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of ommencement must be posted at the job site for the first inspection which oc V urs seven (7) days after the building permit is sue In the absence of such posted notice, the inspection will not be approved ai� a reinspection fee will be charged. Signature OWNER br AGENT The foregoing instrument was acknowledged before me this iiE; day of , 20 by 11Qy-VS who is personally known to me or who has produced C)O J e, 6> Lam\ LGr\S.(, as identification and who did take an oat NOTARY PUBLIC: Sig Print: Seal: ah Notary Public State of Florida Michelle Toste �y, My Commission GG 070930 'are. ExpIres02/28=1. *********** APPROVED BY Signature CONTRACTOR The foregoing instrument was acknowledged before me this 1) day of C-ceMbe_r 20 IS by Marl CAar cip 10, , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Qr- I_S+0Ptief— 6--VG CHRISTOPHER BETANCOURT Seal: Notary Public - State of Florida A: Commission p GG 227770 '?oFry My Comm. Expires Oct 7, 2022 Bonded through National Notary Assn. s***a**sss*ssssss Ih 'I Plans Examiner as u f• +- ********sss**** Zoning (Revised02/24/2014) Structural Review Clerk 1217/2018 Property Search Application - M iam i-Dade County E aft R 0 PE RP 'ff A P PR Al S F PIX, 0 FROT OF TH F Summary Report Property Information Folio: 11-3206-014-3410 Property Address: 910 NE 99 ST Miami Shores, FL 33138-2567 Owner HANS JOACHIM KRAUSE URSULA M KRAUSE Mailing Address 4720 N BAY RD MIAMI BEACH, FL 33140 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0081 VACANT RESIDENTIAL: VACANT LAND Beds / Baths / Half 0/0/0 Floors 0 Living Units 0 Actual Area 0 Sq.Ft Living Area 0 Sq.Ft Adjusted Area 0 Sq.Ft Lot Size 10,200 Sq.Ft Year Built 0 Assessment Information Year 2018 2017 2016 Land Value $305,998 $305,998 $265,371 Building Value $0 $0 $151,745 XF Value Market Value Assessed Value $0 $305,998 $305,998 $0 $305,998 $305,998 $3,795 $420,911 $182,066 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $238,845 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOTS 11 & 12 BLK 80 LOT SIZE 100.000 X 102 OR 17355-4525 0996 1 Generated On : 12/7/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $50,000 Taxable Value $305,998 $305,998 $132,066 School Board .._............._-____....e Exemption Value $0 $0 $25,000 Taxable Value 5,9981 $305,998 $157,066 City Exemption Value $0 $0 $50,000 Taxable Value $305,998 $305,998 $132,066 Regional Exemption Value Taxable Value $0 $305,998 $0 $50,000 $305,998 $132,066 Sales Information Previous Sale Price OR Book -Page Qualification Description .... _.... .._..... 04/29/2016 $625,000 30059-4576 _.........__._. ._.__.__.....__.._.._.. Qual by exam of deed 09/01/1996 $166,300 17355-4525 Sales which are qualified 08/01/1990 $157,600 _ 14676-2208 Sales which are qualified ............ 03/01/1989 $142,500 14021-1048 �__ _........._... Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.. WS-12-18-3637 ` Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved Issue Date: 12/12/2018 I Expiration: 06/10/2019 Parcel Number 910 NE 99 ST, Miami Shores, FL 33138 1132060143410 Contacts HANS & URSULA KRAUSE Owner HANS & URSULA KRAUSE Applicant 910 N 99 ST, MIAMI SHORES, FL 33138 910 N 99 ST, MIAMI SHORES, FL 33138 Mobile: 3057516529 Mobile: 3057516529 CANDELA CONSTRUCTION INC Contractor MARK HILARY CANDELA 9145 SW 80 AVE, MIAMI, FL 33156 Business: 3056672299 Other:3055252084 Description: DOOR AND WINDOW PERMIT 16 WINDOWS AND Valuation: $ 41,640.Inspection Requests: 00 7 DOORS 1305-762-4949 Total Sq Feet: 3,433.00 Fees Amount Application Fee - Other $50.00 CCF $25.20 DBPR Fee $4.95 DCA Fee $3.30 Education Surcharge $8.40 Scanning Fee $9.00 Technology Fee $8.25 Windows/Shutters Fee $280.00 Total: $389.10 Building Department Copy Payments Date Paid Amt Paid Total Fees $389.10 Credit Card 12/12/2018 $339.10 Credit Card 12/07/2018 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authoyze the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date December 12, 2018 Page 2 of 2