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HomeMy WebLinkAboutNOA17-1226.05 SERIES 160 ALUM OUT SWINGCGI Windows &Doors, Inc. 10100 N. W. 25' Street Miami, Fl. 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacbirer 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 "160 Sentinel" Aluminum Outswing Glazed Doors wlwo Sidelites - LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.L/S.M.L)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, 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 LMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 ,single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA 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 ofthe Building Official. This NOA revises and renews # 144015.04 and consists of this page 1 and evidence pages E4, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-1226.05 Expiration Date: August 08, 2023 r r �� l� � p�� � � Approval Date: February 22, 2018 i ! Page 1 CGI Windows & 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 files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATLSF4218.0142 dated 02/11/2013, signed and sealed by Henry Hatem, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5*�' Edition), prepared by Al Farooq Corporation, dated 10/06/20145 OS/19/ 15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS l . Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ®Interlayer", expiring on Ol/14/17. 2. Notice of Acceptance No. 124231.10 issued to Eastman Chemical Cornpany(MA) former Solutia Inc. for "Saflex clear & color glass Interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 124231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows &Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-01 Rev F, titled "Series Ser_tinel 160 Alum Outswing Door (L.M.L/S.M.L)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact T est per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sideiites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME4300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). urge M. Plasencia, P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/180 4. Notice of Acceptance No. 174114.14 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 6` Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA 914-1015.04, expiring on 08/0$/1$. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR Wf SIIIELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELfTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE !S REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 20i7 (6TH EDITION} FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS IO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE &ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC, CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 3f 16" ANN. GLASS .075 aflex CP With Pi l Core By 'Eastman Chemical Co.` .090" Saflex Clear And Color Class By 'Eastman Chemical Co.' fNTERLAYERS— .090" Sentry•Glas By 'Kuroray America, Inc.' .090" Trosifol PVB By 'Kuroray America, Inc.' 3f 16" ANN. GLAS5 SILICONE QOWSIL 995 DOWSIL 899 GE-1200 II U) I .I 38 II II II [I I 1 0 / O \ / w W 53� AT 1/4 POINTS GLASS TYFE `A' 7/16" OVERALL LAM. GLASS GLAZING OPTIONS INSTRUCTIL�NS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQ:JIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (X.X) DOOR CAPACITIES SHEET 2. SEE SHEET STEP 3 FOR 5DEL?E PANEL (0) CAPACfiY SEE S!-IEET 3. STEP � FOR 51DEL'TE COMBINATION WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. ST;=P 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. HEAT STREN'D GLASS 075" 5afiex ST;=P 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. HEAT STREN'D GLASS 075" 5afiex HEAT STREN'D GLASS 075" 5afiex CP With PET Core By 'Eastman Chemical Co.' A90" Saflex Clear And Color Glass By 'Eostman Chemical Co.' 090" 5entryGlas By `Kuroray America, Inc.' 090" Trosifol PVB By `Kuroray America, Inc.' 3%16" HEAT STREN'D GLASS siucoNE DOWSEL 995 DOWSIL 899 ML J O ` W 53 AT 1 /4 POINTS GLASS TYPE B OVERALL LAM, GLASS '' PRO©UCT R�EVISE� as complying with the Florida Building Code NOA-No. 174 226.05 n Date 08i08/2023 Expiratio By Miami-D a Product Control DOORSjSIDELfTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ,00t0B9898BPPs® SACK ®%�P➢tE_t60\lONAL I a Wld 0 0 •j a clrlo c c I � I ~ O M drawing W13-01 sheet 1 of 13 3f1b" TEMPERED GLASS 3f8" PJR SPACE 3f1fi" ANNEALED GLASS .090" Interiayer Safiex Clear Pnd Color Glass By 'Eostman Chemical Co.' 3/15° HEAT STREMD GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 N jj �I Mg 38 c� 12 tl ll \ o\ 53 AT 1/4 POINTS GLASS TYPE 'Cl' 1" OVERAI L INS:Jt. LAM. GLASS XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR BURASEAL BY 'QUANEX' OR PER SPACER BY `QUANEX' OR KODISPACE 43G TPS BY `KOMMERUNG' w! z_ F- i - } V7 \ g 3f16" TEMPERER GLASS 3f8" AIR SPACE 3/16" ANNEALED GLASS .075" Interlayer Safiex CP With PET Core By 'Eastman Chemical Co.' 6' HEAT STREN'D GLOSS SIL;CONE DOWSIL 995 DOWSIL 899 GE-1200 AI 1/4 POINTS GLASS TYPE `C2' 1 " O�: ERALL INSLI! L4M. GLASS GLAZING 1PTi0NS KOGISP XL EDGE SPACER ST. STEEL BY 'CARGINAL' OR GURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' OR ACE 4SG TIPS BY 'KOMMERLING' 3/16" TEMPERER GLASS 3 f $" AlR SPACE 3/16" ANNEALED GLASS .090" SentryGlas iNTERLAYERSBy 'Kuraray America, Inc.' .090" Trosifot PVB By 'Kuraray America, Inc.' 3f 16" HEAT STREN'G GLASS SILICON't` DOWSIt 995 BOWSIt 899 GE-1200 w 38� ;� pj3 \� . _ II t; OR 0 w \ � \ / 53 AT 1/4 POINTS GLASS TYPE `C3' 1" dVERALL INSU! LAM. GLASS XL EDGE SPACER ST. STEEL BY `CARDINAL° OR DURASEAL BY 'QUANEX' LO OR KODISPACE SUPER SPACER BY `QUANEX' 4SG TPS BY `KOMMERUNG' Pi2JDllC i REiTISED as con plying ervith the F9orida Building Code 17-1228.05 Expiration Date 08/08/2023 _ _____� 1Vliairil-Da��'Product Control `BE11448BBgy9� 0 '/ co i0o DF °0 ®m��9PdE9lti�� ale ot � o a € t A drawing W13-01 sheet 1.1 of 13 42 2 ANCHORS DOOR FRAME WIDTH ` TYPE 'A', 'B' OR `C' AT STILE ENDS 6" MAX. 6" MAX. 3" HEAD/SILL HINGES HEAD/SILL HINGES CORNERS SEE NOTE CORNERS ,� SEE NOTE BELOW �� �t BELOW ! 1 It - _H l u If � �I II C it C _ I I li f_ II a % XI li � f_ ff_ / yI+ It L7 _ W cow \O X I �_ �� \0 Ld 100 cn < m 0 p m Ln ¢ 1 \ -- I I _—_ _ �� -� - +i ---- CIDQ M --+ _ Y fl u I I\ II II !l CyQQZ \ I < z I ACTIVE �— t � X m Lkj Of1�Z �O 28 1/4' o D.L OPG. 2 ANCHORS TYPE 'B' AT STILE ENDS TYPICAL ELEVATION { X ) 1�.O�R OPTIONS 81 1/2" DOOR FRAME WIDTH 3" 6" —, 3" / / / C 3 POINT LOCK SEE SHEET 10 ACTIVE D.L. OPG. SEE CHART FOR QUANTITY I n 11 II ll }� II tl E \ II II & \ f3 I11 Q II fl — rtr--- II FLU �jFI� BOLT II DE)A`1� It SEE f$H ET 11 1 xl \ It /� 'I =pIll ====—R II II = II / rD < rn w I II li I I X I I N < ¢Z a9 _ U QZ qt 'o 28 1/4" D.L. OPG. 4 ANCHORS SURFACE APPLIED TYPE 'B' FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION ( XX ) SINGLE (X) OR DOUBLE {)X) DOORS LOAD CAPACI'PY — t PSF FRAME LE;.'F ITHRESHOLD WIDTH STD. TYPES ADA LOCK SETS INSUL. GLASS SPACERS WIDTH (X) WIDTH (XX) HEIGHT SCH CC BLDW CXL KOD QUAN 37-1/4" 72 96" 35" 80.0 7D.0 80.0 80.0 I 80.0 8070 8d.0 8040 42"/2" 96" 39-3/4" $0.0 70.0 80.0 ( 80.0 70.0 70.0 80.0 — NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TQ HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. LOCK SETS: SCH = SCHLAGE CC = COPPER CREEK BLC = BALDWIN c r. GLASS INSULATORS: CXL =CARDINAL XL KOD = KODISFACE QUAN = QUANEX DURASEAL QUANEX SUPERSPACER DOOR D.Lb. DIMS. D.L.O. HEfGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH (X DOORS) =FRAME WIDTH -3.75" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM A' 'B' C' 4 4 4 6 6 6 7 7 — sINGLE aR DauBLE DaoRs WITH SADDLE {ADA} SILL HINGES: 4" X 4-1/2" BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED (3} HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY) (4) HINNGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) Owl Expiration Date 08/08/2023 �e�tlle �P9y��r J _ N�®592 o W W o z WiW � z U W U o z�5 c�Iz cl � of o�� �olUaWt� nIj a c�I o � E m � drawing no. W13 sheet 2 of 13 43 1/8" ca Lil p a: a TYPICAL ELEVATiO�! t O ) s" MAx. ) /SILL CORNERS m � r o a7 p $IDJ?IITE LOAD CAPACITY - PSF OR STANND ALONE STATIONARY PANEL {0} FRAME GLASS TYPES 'A% 'B', 'C1' GLASS TYPE 'C2' GLASS TYPE C3' WIDTH HEIGHT EK.(+} INT.(-} EXT.(+) iNT.(-) EXT.(+) INT.(-) 3p" 33" 36" 37-1/8"I 39^ 42" 84" 80.0 80.0 80.0 Bo.o Soto 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.o SO.o 80.0 Bo-o 80.0 Soto Soto Solo 80.0 Soto 80.0 80.0 SO.o 80.o 80.0 80.0 80.0 80.0 Solo 80.0 80.0 80.0 Soto 30°' 33" 36" 37-1/8 39" 42•' 9o" SO.a 80.0 80.0 So.o i 80.0 80.0 SO.o 80.o 80.0 SO.O 80.0 80.0 80.o solo S0.0 I 80.0 80.o 80.0 80.o 80.0 Sato Sa.O a0.o 80.0 Soto Soto 80.0 So.o 80.0 a0,a - - 70.0 70.0 Sato 80.o 30" 33" 36" I 37-1/8" 39" 42" 96" 80.0 80.0 Sa.O Soto Bo.o 80.0 80.0 80.0 80.0 I 80.a Sato 80.o 80.0 80.0 80.0 Soto 80.0 80.0 80.0 80.0 80.0 Soto Solo solo - - 70.0 70.0 t solo 80.o - - 70.0 70.0 80.0 80.0 H [e7 42" SIDELITE WIDTH 37 D.L. OPG. SIDELITE OPTIOIUS C.L. OPG GLASS INSUL ATOR L(MITATf�J�%S FOR SIJELITES WIDER 90" & 96" HEIGHTS FOR GLASS TYPES 'C2' & 'CS QUANEX DURASEAL & SUPERSPACER NOT ALLOWED It. GLASS TYPE 'C3' CARDINAL XL (LIMIT MA). LOADS TO i70.0 PSI-) 165 1/2" MAX. 81 1/2" DOOR FRAME WIDTH 3" I fi" - / i \ II \ II II FLUS BO � DETAIL S SEE SH 11 11 42" SIDELfTE WIDTH II II 31 U II li I! II I I II II II I I INACTNE 6B 28 1/4" D.L. OPG. / D.L OPG_ TYPICAL ELtVATION ( OXXO ) SIDELITE D.LO. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.LA. WIDTH = SIDELITE WIDTH - S" STAND ALONE SIDELITE ONLY D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY 4 ANCHORS TYPE B' AT STILE AND MULLION ENDS SEE CHART FOR QUANTITY HEPD ANCHORS QUANTITY AT STILE & MULLION ENDS ANCHOR TYPE SHIM °A' 4 4 4 6 6 fi 7 7 - FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 G7 m � ¢z o � U SURFACE APPLIED FALSE MUNT1NS MAY BE USED NOTE: THE FRAME AREA OF ALTERNATE SIZE M+JST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. N n W o z � U O V1 U W U Iwo�Iwo c nI i � L � i N q QRODU�CT REVISED a `N '70592 ryry 9�+2,+� P I \ ~It as complying with the Florida o a a d Buildin Code s e o Y 9 � a v w v` (Q NOA-No. 17-1226.05 +. Expiration Date 08/08/2023 %� T I= �F �� drawing no. Mia rDa roduct Control `!�'g ?Hi sheet 3 of 13 POURED &HARDENED HIGH STRENGTH GROUT f'c = 5000 PSI MIN. NOT BY CC! WINDOW MUST TRANSFER SHEAR. LOADS TO STRUCTURE LOAD BEARING ;SQUD SHIMS OPTIONAL TO GROUT) STANDAkD '1't1R);SHULi: APPROVED FOR WATER INFILTRATION RESISTANCE SADDLE (ABA THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE D�i93R DETAILS LIMIT MAX. DESIGN LOADS TO f7G.0 PSF ��e®!sea R=vase as complying with the Florida Building CodeFA NOA-No, 17-1226.05 Expiration Date 0$/08/2023 Mia i-D roduct Control W w i� 0 U I� 01 U drawing 13 no, W -01 sheet of 1; DIST r 3BY WOOD BUCK SEE NOTE SHEET 1 Z X � � mV) N � Q d TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. i TOPICAL A,ntCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 1 /4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC, OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC, OR BLOCKS (JAMBS} TYPE 'B'— 1/4" DIA. ULTRACON_BY_'ELCO' (FU=177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN, EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'— 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MI.AMI—DACE COUNTY APPROVED MULLIONS 00 INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1 /8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1 j2" MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MlN. C-9O HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. 2BY WOOD BUCK OR WOOD STRUCTURE METAL r�_ _______ ........ �' SEE NOTE SHEET 1 STRUCTURE j I MIAk�il—pAOE COUNTY APPROVED I j EDGE DIST. EDGE [I CLIPPED MULLION I! SEE SEPARATE NOA I f C9 Z Z LC Q O O O �� O71TYZPICAL � g W ca WN m < \ U: Cn w\ II ¢ TYPICAL ANCHORS M TYPICAL ANCHORS f SEE ELEVATIONS SEE ELEVATIONS CHORS FOR SPACING FOR SPACING IONS FOR SPACING D{�OR DETAILS PRODUCT REVISED as complying with the Florida Building Code tvoA-�lo. 17-1226.05 Expiration. Date 0$/0$/2023co MiamiGDadoduct Control �®��d:l89BgE�g! it _J .1 a N LO � � I in L LO 0 z w t D x C D 2 0 to M r7 LO z� in cam/ 0 O r7 U tcn E sheet 6 of i 31 TYP ICA FC TYPICi F ]D BUCK fE SHEET 1 ICAL ANCHORS ELEV. SPACING PRODUCT REVISED as complying with the riorida Building Code NOA-No. I%MI226.05 Expiration gate 0$JO$/2023 sy �/ h7ia -Da7loroduct Control DOOR ,DETAILS W W W I6 Q L W W G W€€U O (IJ tC7 � N `191d uu3df ass h 00 to s 0 @ [ (� s1iA ®F ^ °��� drawing no. ZO 0 1 0�o � W 13-01 s, sdgd/�gd A�\9�` sheet 7 of 13 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING >EDGE'DIST• p e CONCRETE p CONCRETE P C P b.D 44 y� / m� 9 \ o 81-1 f2' MAX. DOiJBI_E (XX} LOAD BEARI"1G SHIM , Q CONCRETE OR MASONRY — — it 4 � f D.L. OPG. TYPICAL ANCHORS f I SIDELiTE WIDTH 4" LONG J SEE ELEV. FOR SPACING I V i 10 � '� 6EFORESMAT�I"G 44 I coNCPTE. a. o ° 4 NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 318' Q TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS FOR SPACING SIDELiTE DETAILS NG MATING JAMS FASTENERS FOR LOCATIONS SEE DOOR JAMB SPACING ON SHEETS 2 & 3 PROD�JCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Da#e 08/08/2023 Miam roduct Control ui EXTEPIC�P DOOR FRAME WIDTH 42" MAX. SINGLE (X} 81-1/2" MAX. DOUBLE {XX} f `a�O`44d8dF"1B®!� w u: C z [ LU a I (sheet 8 of 131 ITEM PART No. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS 1 AL-189 AS REQD, FRAME HEAD & SILL 6063—T5 IKEYMARK f SAPA 2 AL-190 AS REQD, FRAME JAMS 6063—T6 KEYMARK / SAPA 3 AL-196 AS REQD. SIDELITE HEAD & SILL 6063—T6 KEYMARK / SAPA 4 AL-197 AS REQD_ FREE STANDING SIDELITE JAMB 6063—T6 KEYMARK / SAPA 5 AL-198 AS REQD. MATING SIDELITE JAMB 6063—T6 KEYMARK / SAPA 6 AL-193 AS REQD, PANEL TOP & BOTTOM 6063—T6 KEYMARK f SAPA 7 AL-194 AS REQD. PANEL VERTICAL STILE 6063-76 KEYMARK / SAPA 8 AL-199 AS REQD. SHEAR BLOCK 6063—T6 KEYMARK f SAPA 9 AL-191 AS REQD, FRAME HEAD & SILL SCREW COVER 6063—T5 KEYMARK / SAPA 10 AL-192 AS REQD, FRAME HEAD & SILL SLANTED SCREW COVER 6063—T5 KEYMARK / SAPA 11 AL-121 AS REQD, GLAZING BEAD (7/16" LAM.) 6063—T5 KEYMARK f SAPA 12 AL-123 AS REQD, GLAZING BEAD (1.000" INSUL.—LAM.) 6063—T5 KEYMARK / SAPA 13 AL-200 AS REQD. SHEAR PLATE 6063—T6 KEYMARK / SAPA 14 AL-195 AS REQD, ASTRAGAL 6063—T5 KEYMARK SAPA 15 AL-508 AS REQD. FREE STAND JAMB SCREW COVER 6063—T5 KEYMARK /SAPA 16 AL-540 AS REQD. SADDLE THRESHOLD (ADA COMPLIANT) I 6063—T6 KEYMARK / SAPA 17 HO-4503PL AS REQD, THREE POINT LOCK ASSY. (AT ACTIVE PANEL, USED BY ALL OPTIONS) METAL CGI PROPRIETARY 18 HD-1204 AS REQD. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY 19 HD-5455 PASS AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 20 HD-5455 AS REQD, DUMMY LEVER, AT INACTIVE PANEL 21 HD-8231 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 22 J10 TOR605 AS REQD. DER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 23 J10 TOR605 AS REQD, DUMMY LEVER, AT INACTIVE PANEL 24 JD60 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 25 HD-34-10116 AS REQD, LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 3 BRASS, STEEL COPPER CREEK 26 HD-34-10116 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 27 HD— 082410 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 28 HO-537 AS REQD, LATCH LOCK STRIKE PLATE S. STEEL — 28A _ 2 /PLATE #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL — 29 j HD-538 AS REQD. DEADBOLT STRIKE PLATE 5.S EEL — 29A _ 2 /PLATE #8 X 314" PHP, FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL — 30 I HD-53eN AS P.EQD, LATCH LOCK STRIKE PLATE SHIM PJl'LON CGI 31 HD-390P AS REQD, LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI i 32 HD —STRIKE BOX AS REQD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI 33 HD-525-9—REV 2 /LOCK-MECH. BOLT LOCK ASSEMBLY S. STEEL � CGI 33A HD-533C 1 /FLUSHBOLI FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD—CH-108 4 /LEAF 4-1/2" x 4" HINGE ALUMINUM CGI PROPRIETARY 35 HD—AB800—US32D 4 /LEAF 4-1/2" x 4" HINGE BRASS HAGER 36 HD—AS800—US 4 /LEAF 4-1/2" x 4" HINGE S. STEEL HAGER 3? 38 W3/8"-15 ROD WS-382V 2 /LEAF AS REQD. 03f8"-16 FULLY THREADED ROD (ZINC PLATED) GLAZING BULB (DUROMETER 75/80) STEEL PVC — PROTOTYPE 39 WS—W33321 AS REQD. 187 x 320" ULTRA SOFT FIN WEATHERSTRIP — ULTRAFA6 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC — 4i 42 HD-12-10042 WS-32011 AS REQD. AS REQD. _350" REACH POCKET SEAL (FRAME PERIMETER GASKET) FOAM—TITE CLOSED CELL FOAM COMPRESSION SEAL — — AMESBURY AMESBURY 43 HD —CLIP ANGLE 2 /EACH 2 x 2 x 1/4" CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM — 44 — 3 /CORNER #10 x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) S. STEEL — PRO as con 45 - SEE ELEV. #14 x 3/4" HH. TEK (MULLION ATTACHMENT) S. STEEL - Building 46 - 8/HINGE 4/CUP #12-24 x 1/2" PHP. FH. UC. THREAD FORMING S. STEEL - NOA-N 47 _ 2/EACH #6 x 1/2" PHP, TH. SMS, (ASTRAGAL ATTACHMENT) S. STEEL - Expiration 48 _ 1/EACH #10 x 3/4" PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL - By 49 50 403/8"-16 NUT - 4 /LEAF 103/8"-16 2 /FLUSHBOLT SERRATED -FLANGE NUT (ZINC PLATED) #8-32 x 1/2" PHP, PH. MS. (FLUSHBOLT ASSEMBLY) STEEL S. STEEL - Miami - 51 HD —DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ #6 x 1/2" PHP. PH. SMS, ALUMINUM SCREEN TECH 52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NYLON — 53 — 2/ LITE SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A ACTNE LEAF OPERATION OF DEADBOLT (WITH KEY FROM THE EXTERIOR OR THUMBTURN � FROM THE INTERIOR) ACTIVATES THE THREE—POINT LOCK MECHANISM REGARDLESS OF LOCK SET OPTION INSTALLED. DUMMY — jINACTIVE LEAF EXTERIOR I I __-_ � SECTION AT DEADBOLT LOdK SECTION AT LEVER LATCH LOCK S�ALAIVTS: ALL JOINTS AND FRAME CONNECTIONS SEALED `JVlTH GE SCS2000 SILICONE SEALANT. PRODUCT �4'iSED plying with the Florida Code o, 17-122Fs.0S Date 0 8/2023 Dade roduct Control J `9eoysxt,relaP� QIAF 0592 IIllG{81k.!� z i N � � z W z zl�(W I 0 (sheet 9 of 131 z a a l= 0 i r1 I if II I tt II -- I It 111 I II I II I I li it I! Ift 1 !I A�0� Fi iit 1 tt O !I t tl I f ij I I i !iI It f U11111 I,I I iii t f i I I iii t It I u f �I I i if I ti O It wl 1 Zoo I(] 10 I �j 11 ill — L It f 0 i I! III 1O I I II I II i I t 1111 I I 1 I If II fit if It it tt iii n II 1 i Ill uIf i 1 i tI 1 li 1 it I '}{1It l I 1 It 4 if I itt i11 ii ?, li), fit O ,1 fill if f 11 1 IF of of I I t I I I u f I r i j l UNLOCKED POSITION LOCK (ACTIVE) STILE I_G�i.7S�ll� PNP. PH. 55. MS. PJ.450" (OD) x .0 NYLON WASHER 0.295 (OD) x .04 5. STEEL5PRING 0.450" (OD) x .O: NYLON WASHER 70P HEX ROD WIT COL1FUNG NUT (L=STILE HT.- 49. tJYLON SILENC SLOCK L9.500° 5. S WnEr L aorroM HEX lh% GOLIPLlNG N (LEPdGTH=34") N r PRt)tJU�T REi/ISEa as comptying with the Florida Buiidirsg Code 17-1226.05 -01 Expiration Date 08/0$/2023 iVli(�5i- a Product Control e a Alf F VY oe c03 Lo Cn on O LO O X o � � D CV o to CDw � z �ko in Z Q Z z Z Z � Z L < 2 Q = �I � o o wlo ZZ�Z I O C3 o I I i (sheet 10 cf 13) ASTRAGAL LOCK (INACTIVE) STILE UNLOCKED POSITION n LOCKED POSITION r FWSFiBOLT A.CiUA?OR 1 �RODIlCT REVISED as complying with the Florida Building Cade tti0A. No. 17=1226.05 Expiration Date 08/08/2023110 Bye., `�� ._.._._ miami roduct Control NOTE: FLUSH BOLT AT INACTIVE STILE (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) Z �®gqE18i41QYAfj�,jpy�' o O 705,9a _ 2 � S o �Q1 !a� �y2 drawing no. i IIV 13-01 6� sheetllofii3 750 6. 3.825 1aa i.590 DOOR FRAME HEAD/SILL ?5 465 1.587 SILL COVER 1.625 O SIDELiTE TOP & BOTTOM FRAME 15SIDELITE JAMB COVER 326 .805� 70 r .245 4 1.060 1a ASTRAGAL ADAPTER DOOR FRAME JAMB .135 625 I� 7 Ll d622 -�i 0 SHEAR BLOCK 4.000 O SlDELITE FRAME JAMB a�. O TOP & BOTTOM RAIL O HlNGE & LOCK STILE 3.50 �}o- .185 115 ?3 SHEAR BLOCK PLATE ?.465 SIDELITE MATENG JAMB 10 1s SADDLE THRESHOLD I}.675 995 jI-�;�.050 -a{ 1.184 H- 11 }o GLASS STOP {LAM. GLASS) =i F= a 120 99 5 .062-1' ,,—.050 12 —&-.J 1.184 h-- GLASS STOP (1NSUL. LAM. GLASS} N PRODUCT dZEVISED ry = as complying with the Florida � Building Code � a , NOA—No. 17-1226.05 a� o -ojr z ca Expiration Da�t�e- 08/08/202 i �! --.... m ^ r I W Mia -D roduct Control V) o c6 d i 01U a W Li q��i919E➢gej,A AR nl z V c� � RRjj ty ATAT OF �i�® drawing no. e W 13-01 ,�/® e�NAL b \t\\ / sheet 19 of 1 3 44 \>� ASSEMBLY FASTENERS ?0 BE INSTALLED PRIOR TO JOINING MATING JAMBS CAP MATING JAMS FASTENERS SEE SHEET 8 FOR DETAIL ',CESS HOLE DOOR FRAME TOP 8c BOTTOM CORNER LEAF TOP &BOTTOM CORNER SiDELITE JAMB CORNER TOP & SOTTOM SADDLE THRESHOLD CORI�iER 44 ASSETvEBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS J SIQEL ITE MATING JAMS COR�d>=R TOP & BOTTOM �IZODi1CT REVISEi3 as complying with the Florida Building Code NOA-No. 17-1226.05 F�piration Date 08/98/2023 MiaProduct Control N U ED c I fli v - CD U 0 zf O w x it >` =C4 p CD � � M w i3 LO L; O 0 la v F 'W W 2 T 2 L'7 td7 L) V N O N �zz,z a�Io o w o Iz z c� z r a 0 weve %' I �fi o r� f U�. a�g� a e 9 u LJ v Pt `tioJ e° � 6 s I 7�0®' �u�TEOF � drawing no. ���`�LPalstt�I sheet 13 of 13