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HomeMy WebLinkAboutAPPROVED Outswing Door MIAMI-DADE MIAMI-DADE COUNTY EM 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.i4ov/economy CGI 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 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 "160 Sentinel"Aluminum Outswing Glazed Doors w/wo Sidelites -LMI APPROVAL DOCUMENT: Drawing No.W13-01 Rev F,titled"Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", 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 IMPACT 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# 14-1015.04 and 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. 17-1226.05 MIAMI•DADE COUIJT'l Expiration Date: August 08,2023 p I Approval Date: February 22,2018 ! 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 413-0226.06) 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-1 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. ATLSF-1218.01-12 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(5th Edition),prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-02, -04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 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. 12-1231.08 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 Sentinel 160 Alum Outswing Door(L.M.I./S.M.I.)", 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 Test 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 6`Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-09. 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 12/11/18. 4. Notice of Acceptance No. 17-1114.14 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 6th 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 08/08/18. 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 c� 0 i 3/16" ANN. GLASS 3/16" HEAT STREN°D GLASS m .075" Saflex CP With PET Core .075" Saflex CP With PET Core 0 o, sq d By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' F ul I N g .090" Saflex Clear And Color Class .090" Saflex Clear And Color Glass IL u:, 0 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' O v INTERLAYERS INTERLAYERS 0 ua N .090" SentryGlas .090" SentryGlas (L w W By 'Kuroray America, Inc.' By `Kuraray America, Inc.' p r- y, .090" Trosffol PVB .090" Trosifol PVB 0 V ti By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 0 of H 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS ®X 0: 5 SILICONE SILICONE DOWSIL 995 DOWSIL 995 w � 0 DOWSIL 899 DOWSIL 899 GE-1200 GE--1200 I LL W to -U. o z � z F G � 2 i i. j. \ J Z CV) Q cri 81 as II li � cv UD 0cl Lo X X 53 A T 1/4 POINTS 53 AT 1/4 POINTS I o I .0 � L 503 C GLASS TYPE `A' GLASS TYPE W C Iz N a 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS cry ro 0 SERIES SENTINEL 160 GLAZING OPTIONS ! C O ALUMINUM OUTSWING DOOR W/ SIDELITES 0 Q 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 PRODUCT REVISED 1N� z z WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. as complying with the Florida DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER Building Code Ln o Z o NOA-No. 17-1226.05 _ " g " INFILTRATION RESISTANCE. a Expiration Date 08/08/2023 I _ Z C J E THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c W Ia REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE By C� o W INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). Mjami-DPide Product Control I froIZ 'r 0_= 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 10 THE BUILDING STRUCTURE. DOORS/SIDELfTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. �o o o ° 12 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS: SHUTTERS ARE NOT REQUIRED. I•� �Ir�o AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE USE CHARTS AS FOLLOWS. ` c U MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. tmflfl 0 i 18 I I Bt P9® A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. P DETERMINE DESIGN WIND LOAD REQUIREMENT BASED \�0flr STEP 1 ALL SHIMS TO BE HIGH ION ON WIND VELOCITY, BLDG_ HEIGHT, WIND ZONE 41 ` fii i o, , NON-METALLIC AND NON-COMPRESSIBLE. ti USING APPLICABLE ASCE 7 STANDARD. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT q �® COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 2 FOR SINGLE (X) AND DOUBLE (X.X) DOOR CAPACITIES REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. SEE SHEET 2 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 3 FOR SIDELTE PANEL (0) CAPACITY SEE SHEET 3. � v: �� ro I§j _ f FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY STEP FOP, 51DEL'TE COMBINATION WITH DOOR ✓ OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR I SEE MULLION CAPACITY CHART ON SHEET 4. °° drawingno. WATER INFILTRATION RESISTANCE ETC. r ��a °•°°�D�a CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ST}P 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 e/�4 �a ° "` �,�� W 1 3—0 1 AND TO BE REVIEWED BY BUILDING OFFICIAL AND 4 SHALL APPLY TO ENTIRE SYSTEM. ,/g®�ONAL ®,�P➢tEtflfl�1 sheet 9 a. 13) c� U O 1 M=4ft 1j K7 z ,�', r• Z N a. 0 00 o 0 � 0 o' 0 c 3/16" TEMPERED GLASS 3/16" TEMPERED GLASS 3/16" TEMPERED GLASS w inµ o z 3/8" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 00 ' W T r 3/16" ANNEALED GLASS —3/16" ANNEALED GLASS 3/16" ANNEALED GLASS " 075" Interl 090" SentryGlas EE Interla Yer ayer By Kuraray America, Inc.' cM 090 ri ai Saflex Clear And Color Glass ` Saflex CP With PET Care r—iNTERLAYERS� U By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 090" Trosifo( PVS By 'Kuraray America, Inc.' a uO F 3/16" HEAT STREN'D GLASS ` 3/16' HEAT STREN'D GLASS ` 3/16" HEAT STREN'D GLASS ( Q O M SILICONE SILICONE t SILICONE s w ' DOWSIL 995 DOWSIL 995 111 DOWSIL 995 C X FDOWSIL 899 DOWSIL 899 , FDOWSIL 899 w w GE-1200 GE-1200 GE-1200 C w! � Cn i i. p II m 3 N M w i \ g 38 €I III \ 38 jl it 38 O M M 12 12 12 i€/ XL EDGE SPACER XL EDGE SPACER XL EDGE SPACER _ z ST. STEEL BY 'CARDINAL' € i ji 1 ST. STEEL BY 'CARDINAL' it E� i' ' ST. STEEL BY 'CARDINAL' 3 p 1 OR OR OR n CO� DURASEAL BY 'QUANEX' DURASEA.L BY 'QUANEX' '-' DURASEAL BY 'QUANEX' \ OR \ OR w 1 U rw 0 ORLO I I / SUPER SPACER BY `QUANEX' w / SUPER SPACER BY 'QUANEX' w % SUPER SPACER BY 'QUANEX' � it w \ I / OR \ / OR \ / OR i` KODISPACE 45G TPS BY 'KOMMERLING' KODISPACE 4SG TPS BY 'KOMMERLING' / KODISPACE 4SG TPS BY 'KOMMERLING' 53 AT 1/4 POINTS 53 A: 1/4 POINTS 53 AT 1/4 POINTS iz o GLASS TYPE 'C1' GLASS TYPE `C2' GLASS TYPE 13' I o 1" OVERALL INSUL. LAM. GLASS 1" OVERALL INSUL LAM. GLASS 1" OVERALL INSUL LAM. GLASS ! �° I�i PRODUCT REVISED � as complying with the Florida Q1 ° Building Code mI f GLAZING OPTIONS rloa-rlo. 9 7-1228.05 i Expiration Date 08/08/2023 By r,. ✓ - c I* M 1Vliairl roduct Control >I o i�r2o w i E11148BBgy9° � PIP s° iL M a J S �.Tl OF ���� drawing no. W13-01 sheet 1.1 of 13 HEAD ANCHORS QUANTITY AT STILE ENDS U U ANCHOR TYPE o SHIM 'A' 'B' 'C' � m � 42 2 ANCHORS 81 1/2" 7/4" 4 4 4 TYPE 'A', °B' OR `C' DOOR FRAME WIDTH 3/8" 6 6 6 0 E" Z DOOR FRAME WIDTH ` - Z 4 AT STILE ENDS a 6" MAX. SEE CHART FOR QUANTITY 1/2" 7 7 �° � N 6" MAX. 3" HEAD/SILL 3" 6" 3" Oa �� 10 p HINGES HEAD/SI LL E NRLLHINGES CORNERS HINGES ® � N CORNERS ,� SEE NOTE A _ SEE NOTE A tV BELOW �t BELOW i �� BELOW r It i II / n F \ t it a ® c f l R it it rt- / w U. FLU BOLT �j LL Z - 0 Ci ii C It DETAIN C o SEE f$Hi� 11 jj %/ '0 2 ton w w it l XI{ i X< cofcxa y U-jr In ao L ao 3 POINT LOCK jj Ai/ ¢ w o� `� M C �+ ,0_ l l rn rnrppo SEE SHEET 1 it to - O UfjI It ====-A 00 w ImQ qQ = Xt X m O co Q O �i m� I'll I ' IIo \ it c) N// iI X �cn NMaz \ it ii Nam ¢? — i I W -00 3 � ACTIVE ACTIVE INAC VE Uj to XC) X 1 :2 ; �-:1f 'L-�, ` >� ( r C Q z O � 0 28 1/4" D� oU 28 1/4" 28 1/4" U J D.L. OPG, 2 ANCHORS Y D.L. OPG. D.L. OPG. i I SINGLE OR DaueLE TYPE 'B' 4 ANCHORS SURFACE APPLIED DOORS I N AT STILE ENDS 1 TYPE 'B' FALSE MUNTINS WITH SADDLE (ADA) SILL _ AT STILE ENDS MAY BE USED n N TYPICAL ELEVATION TYPICAL ELEVATION HINGES: { X ) { XX ) 4" X 4-1/2" BUTT HINGES �� I DOOR OPTIONS OPINTE AND DIABOTTOM IFE HINGES EQUALLY SPACED/ FROM EACH END I °' ZIP BIZ SINGLE (X) OR DOUBLE { ) DOORS LOAD CAPACITY - t PSF LOCK SETS: (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY) C SCH = SCHLAGE (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) GLASS TYPES 'A°, 'B', 'CV, 'C2' & 'CS CC = COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) FRAME LEAF I TFIRESHvLD TYPES LOCK SETS INSUL. GLASS SPACERS BLC = BALDY,IN o1 0 o " ' WIDTH (X) WIDTH (XX) HEIGHT WIDTH STD. ADA SCH CC BLOW CXL KOO QUAN rn c o 1 7:10 37 1/4" 72" 96" 35" 80.0 7D.0 80.0 80.0 80.0 BO.0 80.0 e0.0 GLASS INSULATORS: o a 42" 81-1/2" 96" 39-3/4" 80.0 70.0 80.0 ( 80.0 70.0 70.0 80.0 - CXL = CARDINAL XL KOD = KODISPACE QUAN = QUANEX DURASEALNOTE: ,��' � d7 � "' VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. QUANEX 5UPERSPACER �� °' n e t m r-\ a i- FLUSH BOLTS AND LOCKS MUST BE PRODUCT REVISED Nc ®5g2 - T as complying with the Florida 4 o r ENGAGED TO HEAD AND SILL DURING Building Code o NOTE: PERIODS OF HURRICANE WARNING. e � GLASS CAPACITIES ON THIS SHEET ARE DOOR D.L.O. DIMS. NOA-No. 17-1226.05 .r 1 ,?uA 9F drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) D.L.O. HEIGHT = FRAME HEIGHT - 12.875' Expiration Date08/08/2023 S ZP P, �� AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X DOORS) = FRAME WIDTH - I3.75" �_ ss� o•°;;, .i° �j�`ari Wwi 1 DECLARATORY STATEMENT DCA05-DEC-219 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 Miami-D r f Product Control ��°'� y t �``\ sheet 2 of 13 43 1/8" 165 1/2" MAX. v SIDELITE WIDTH o 42" 81 1/2" 42" rI SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH SEE CHART FOR QUANTITY Z CO 6" MAX. HEAD ANCHORS QUANTITY >x t` / HEAD/SILL "' M z CORNERS 3" 6" 3" AT STILE & MULLION ENDS N a - HEAD,ISILL -"-� ANCHOR TYPE a CORNERS F A /I� -t \ ,h - SHIM 'A' H' C' 0 0 y 0 4 1/4" 4 4 4 0 w � ro 6 6 fi O � LL 1/2" 7 7 U J II II I I Op , m CYM� M O H N _ II FLUS 60 UN UI it DETAIL` �; z ® N Il SEE SH 11 I u, ( - c It - __11 - ----- I' - z O 9 m -- -----�� 0 Q Q u (n2 r w / I X a c� /� 1l yl / FASTENERS SAME LOCATIONS � m 3 OINK LOCK p '� oo m ¢ o `� w ° i a AS ANCHORS SHOWN ON of = o f SEES EP 10 11 ---��-_ - - �� -- !w -�- ---- ---- SHEET 2 I ry N m o �fl V U -----=IF-==== x m o !A 1{ 4 of L O LJ o LLJ X II L / II I ZE 0 SN o n rn II I o N- �. i m � n I x ACTIVE _ / INACTIVE O >� c almw - i z -0 � . Q� Z 37 1/8" `� �� -! c --- ¢ mW L 3 O) 6 o D.L. OPG. II : � - 37 1/8" 28 1/4" 28 1/4" f 37 1/8" o w U o _j TYPICAL ELEVATION! D.L. OPG. D.L. OPG. D.L. dPG. / D.L OPG_ "' ji C O ) SURFACE APPLIED SIDEL TYPICAL ELEVATION PE MA YY BE USED En AT STILE ITE LOAD CAPACITY - PSF 4 ANCHORS rA MU E OR STAND ALONE STATIONARY PANEL (0) TYD AND GLASS TYPES GLASS TYPE GLASS TYPE OXXO ) MULLION ENDS FRAME 'A', 'B', 'C1' 'C2' C3' n cQ o v-) WIDTH HEIGHT E-i.(+) INT.(-) EXT.(+) iNT.(-) EXT.(+} INT.(-} SIDELITE OP T IOIUS o _ 30" 80.0 80.0 80.0 80.o 80.o 80.0 NOTE: z z 33" 80.0 80.0 80.0 80.0 80.0 80.0 c THE FRAME AREA OF ALTERNATE SIZE MUST NOT 36" 84" SC.O 80.0 80.0 80.0 80.0 80.0 EXCEED TESTED FRAME AREA = 110.3 SQ. FT. I w o Iw o GLASS INSULATOR LIMITATIONS FOR SIDELITES z o Z I 37-1/8"I 80.0 80.0 80.0 80.0 80.0 80.0 � I 39" 80.0 80.0 80.0 80.0 80.0 80.0 WIDER THAN 37_I/8" ONLY. 9O" & 9&" HEIGHTS ­r 80.0 80.0 80.0 80.0 8a.0 80.G a n 42" FOR GLASS TYPES 'C2' & 'C3' C o 30" 80.0 80.0 80.0 80.0 i 80.0 80-0 QUANEX D'URASEAL & SUPERSPACER N07 ALLOWED f fl o o 33" 80.0 80.0 80.0 BO.O 80.0 80.D FOR GLASS TYPE 'C3' ( L c o W 36" 90" 80.0 80.0 80.0 I 80.0 80.0 80.0 CARDINAL XL (LIMIT MAX. LOADS TO _�70.0 PSF) 37-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 �� 7^�� `2 1 39" 80.0 80.0 80.0 80.0 8a.0 80A ®� 1�� �G°° o N t Q III - 70.0 I70.0 80.0 80.042" REVISED PRODUCT R E� 1SED sa N®+%a592 80.D30" 80.0 80.0 80.0 8aa 80.0 as complying with the Florida vG w a2 Building Code 33" 80.0 BO. 80.0 80.0 84.0 80.0 ~ E� 36" "I 96" 80.0 80.0 80.0 80.0 80.0 80.0 SIDELITE D.L.O. DIMS. - NOA-No. 17-1226.05 / t 37-1/8 80.0 8a.0 80.0 Sa.O 80.0 80.o D.L.O. HEIGHT = FRAME HEIGHT 12.875'> Expiration Date08/08/2023 � ST�aET.F ��� drawing m ° 4. 39" - - 70.0 70.0 t 80.0 80,0 D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELITE ONLY By ✓`` °� �i® �5��i W 13-01 42" - - 70.0 70.0 80.0 80.0 D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY Mia rDa roduct Control !�'�j�g ��Q d�ti��� sheet 3 of j DESIGN LOAD CAPACITY - PSF DOOR DOOR DOOR DOOR 0 DOOR SIDELITE FRAME SIDELITE SIDELITE FRAME SIDELITE FRAME SIDELITE FRAME SIDELITE LEAF FRAME SIDELITE TO DOOR MULLION WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH I (SEE N07E BELOW) A7-J WIDTH WITH HEIGHT z co INCHES INCH ES INCHES EXT.(+) INT.(-) ® h M z 24 80.0 80.0 / / / \ 30 LU 80.0 80.0 F C / H H / H C / C 33 80.0 80.0 w` / 0 0LU C U 36 39-3/4 84 80.0 80.0N N 37-1/8 80.0 80.0 39 80.0 80.0 U- \ \ \ / ® U Wvq ti 42 80.0 80.0 \\ \\ \\ O M 24 80.0 80.0 cq o 80.0 80.0 d ® 4 30 of 33 80.0 80.0 ( XO ) { OX0 ) ( XOX ) w 0 0to 36 39-3/4 90 80.0 80.0 ( OX ) w a 0 37_1/8 80.0 80.0 SIDELITE DOOR FRAME SIDELITE DOOR FRAME SIDELITE 0 80.0 80.0 WIDTH I WIDTH WIDTH WIDTH WIDTH Z w� V { ua M t- Li 42 80.0 80.0 I 24 ' 80.0 80.0 30 80.0 ---80.0 / \ \ ` 03 33 80.0 80.0 = H J / \ I H C I j7. 36 39-3/4 96 78.3 78.3 LO ci 37-1/8 77.2 77.2 €F 39 75.4 75.4 a Q' O i 0 42 72.6 72.6 \ / \ I NZ W / \ / � a_ Ln MULLION- OXX } DOOR STILE ( OXXO ) y* END ANCHORS XXO } END ANCHORS w 'OG OO SEE SHEET 3 SEE SHEET 1 . O� F7Q �I 0 -j L__LEAF WIDTH w w SIDELITE WIDTH DOOR FRAME WIDTH SINGLE (X) 42" MAX. 2 W DOUaLE (XX) 81-1/2" MAX. " sl �= r a � U UIIIIW SIDELITE TO DOOR Z Z 0 Y NOTE: GLASS CAPACITIES ON THIS SHEET ARE , BASED ON ASTM E1300-09 (3 SEC. GUSTS) NOTE: AND FLORIDA BUILDING COMMISSION ; 6 FOR DOORS CAPACITY SEE SHEET 2 DECLARATORY STATEMENT DCA05-DEC-219 J o1 FOR SIDELITE CAPACITIES SEE SHEET 3, FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE i�e1 4 3 1 u 9 d f3 s` LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDELITE o®��� ��a. �t��✓i' OR DOOR/DOOR MULLION CI',ART WILL APPLY TO ENTIRE SYSTEM. •°°.. kOAI�� ® x PRODUCT REVISEDbn y as complying with the Florida 5 9 t m a Building Code I 1 E� f I u NOA-No. 17-1226.05 t` ° of �J a Expiration Date 08/08/2023 ISTAT OF ��a drawing no. Mia i-Da roduct Control /f"'ONAq 4> -\\ sheet 4 Of EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING c _ I a Z CONCRETE . 0 M cep ®MIN LU 2 . a l 44 j00 �- 0 O 4 W 33 v �� v g \ A 3g I 11 41 a > vq 49 I I '7 1 N N 0 0 i 11 a Z J N I 1 1 W0U- to � � WWI F L1__1J i! [F to II I o I- i 1= C. L u7 0 0 o If iI i z U 4 W � f Illi U � Of ¢ f w n� ! i II N o 2 = O Q h 3 N LL W I 0 Goa ji!ji I. is O 4 0 O Q 1 i I II i � �EI II j i I1 fl I: I; i 5� � LO F---1C I L j. M _ 0 0 a o c cn i CS I !---L! !I 6 �o PRe®sea R=vase C- w �r w l C9' I 37 4g ! i IE' 37 as complying with the FloridaPOURED & HARDENED a a 0- Building Code I HIGH STRENGTH GROUT Q T ai w o l f'c = 5000 PSI MIN. i NOA-No, 17-1226.05 , , Z 1111 I NOT BY CC! WINDOW n3 l I is f I MUST TRANSFER SHEAR. p�qfl I Expiration Date08/08/2023 fOB I I 1 1 LOADS TO STRUCTURE B 1 �11' 47. By ¢ LOAD BEARING 41 46 Mia i La�0 39 'SOLD SHIMS 51 1 1 n roduct Control OPTIONAL TO GROUT) 33 40ILJ_— a I i_J + - — FEB 10a ®®g194G88991fB \ & d Odd 44 •-�r ..--, r.1 L_ y _J °sue`` ' 12 N d�592 f r� TYPICAL ANCHORS ° c ��TYPICAL ANCHORS ' a SEE ELEVATIONS e SEE ELEVATIONS EDGE DIST. e '11` 4 1 tl r EDGE DIST. FOR SPACING 4 Lti r c FOR SPACING AT�OF ^���� drawing no. SADDLE (ADA) THRESHOLD ® '°<, �° Opp°•° p e STANDARD THRESHOLD 'e � .z• �` W 13—01 APPROVED FOR WATER INFILTRATION RESISTANCE NOT APPROVED FOR WATER INFILTRATION RESISTANCE DOOR DETAILS rMAL���`' LIMIT MAX. DESIGN LOADS TO ±70.0 PSF ®9j�9 P I G 49q\q sheet of 3 1 BY WOOD BUCK SEE NOTE SHEET 1 I 2BY WOOD BUCK p EDGE DIST. OR -------------- M WOOD STRUCTURE METAL r�=-----------------' 460NCRaI SEE NOTE SHEET 1 1 STRUCTURE I MIAMI—pAOE COUNTY APPROVED I I w j n EDGE EDGE DIST. I I CLIPPED MULLION I I m f I i SEE SEPARATE NOA j I Z "� Q � w � � I p- `--------- -------�I '� ------ ---� ® WW 0 8 1 a Z C7 7C Z LLL42A P lil IdJ ' �+ Q d' Z Q Q F° U. X m= o X m f Q U N m iv to rr mUj U n V 0 = U o k ' M o TYPICAL ANCHORS Cf 0 — M e 0 w � �a TYPICAL ANCHORS -� � SEE ELEVATIONS SEE ATiO fL C Q TYPICAL ANCHORS ELEVNS� FOR SPACING SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING ® o t FOR SPACING SEE ELEVATIONS IIr a O FOR SPACING u. zM m LU r� N LO WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM `J Ln O AND TRANSFER THEM TO THE BUILDING STRUCTURE. L 0 L Z LLB TYPICAL ACNI CIIORS: SEE ELEV. FOR SPACING o � TYPE 'A'— 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) D z`- MIN. LENGTH = 2-3/4" CD 3 N�; INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) Z � � z� � THRU 1 BY BUCKS INTO CONC, OR BLOCKS o 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) U �grw € 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'B'— 1/4" DIA. ULT RACON 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) a Q Z PRODUCT REVISED 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) as complying with the Florida � Cf w Building Code ce I n� j z TYPE 'C'— 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) NOA-No. 17-1226.05 !� 'a f a w INTO MI.AMI—DACE COUNTY APPROVED MULLIONS II. � Zjz 0o Expiration. Date 0,.$�/0$/2023 INTO METAL STRUCTURES (HEAD/JAMBS) By l rye" — - 3) THREADS MIN, TO EXTEND BEYOND METAL THICKNESS Miami'-Dad roductControl ��; �E ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) c io f M STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) a (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) = U EB 1 701 ,,®glO:ItPBgEj!!j i TYPICAL EDGE DISTANCE — ®\��`� wII'q�Muj/ INTO CONCRETE AND BLOCKS 2-1/2 MIN. C INTO WOOD STRUCTURE = 1" MIN. � ®_ ;NC92 INTO METAL STRUCTURE — 3/4" MIN. I WOOD AT HEAD OR JAMBS SG = 0.55 MIN. — o u CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ° -TAPE OF , drawing no. '%03,° � q�% t� �/ YY 1 3-01 DOOR DETAILS � ;�`ANCHORS MAY BE HEX OR FLAT HEAD. $ `��� sheet 6 of i 3) [�2 3/8" MAX. 1 s 22 25 D 1/2" MAX.LOAD BEARING O LOAD BEARING SHIM 21 242 SHIM 1BY WOOD BUCK41 16 09 1 SEE NOTE SHEET 1 ACTIVE LEAF - a Z M I® w s"o v� TYPICAL ANCHORS go0. . N IL 39 SEE ELEV. 00 U p o TYPICAL ANCHORS SEE ELEV. P FOR SPACING y y M FOR SPACING v> ❑ h 49 ® E�} LL fflm 39 -__ __- __-_= a I€;ti ! pule wF 52 37 i CYO - 03 0 ILa � � v 46 36 35 34J 7 13` , U � � �W 2 O 4 N 7 33 47 14 D.L. OPG. W n U. G rs t7 M METAL EXTERIOR 02 w STRUCTURE LEAF WIDTH DOOR FRAME WIDTH _ ( i 0) aI o z � ry 1/2" MAX. o 'a {n b 1 2- MAX. C LOAD BEARING' 19 22 25 OE 20 23 26 / oSHIM tl• / 21 24 27 LOAD BEARING Q F-r a XSHIM N CONCRETE - 41 16 OR f OR � � � MASONRY,'. ACTIVE LEAF INACTr°E LEAF BY W000 BUC Z LJ , TYPICAL ANCHORS' ' . 39 14 W D STRUCT RE t" p SEE ELEV.-; -- ------ SEE `OTE EET 1 E 0�q FOR SPACING. - - 49 47 a a s 52 37 r li I I,i 37 Q 6 Y I Ii _LU w U, . ' I ' , �- -- E I_ UU O ~U 63 3 7 13 11 38 38 33 47 14 4 18 7 1146 aa D.L OPG. TYPICAL ANCHORS U, a z D.L. OPG. SEE ELEV.FOR SPACING I a f a E I€= 1 LEAF WIDTH EXTERIOR LEAF WIDTH �TI --------------- I to nip _ C r DOOR FRAME W'IDTH I oar o _t 00 O w 1a9i48Bigf� A177`'s PRODUCT REVISED FEB 1 ggs GoI as complying with the FloridalA� _ 00593 Building Code f "I NOA-No, 17-1226.05 " h o Expiration DateOWO812023 t 4TA IOF drawing no. By g ° <0h®�.. �o � V'd13—fly ' 67ia -Da roduct Control DOOR ,DETAILS 'i d Sdq�/ �\9` \ sheet 7 of 13} TYPICAL ANCHORS 0 U SEE ELEVATIONS I _ FOR SPACING 19 22 25 -EDGE'DIST• p -- O MATING JAMB FASTENERS e CONCRETE 0 1 2427 45 SEE DOOR JAMB SPACING FOR LOCATIONSz M m CONCREtE! 2 5 0 !. n z ON SHEET 2 & 3 MN a a Li ° 0 ` 0, 0 44 ¢ 39 CL xx _ .. �- LL D 0 M X: `n ® Uv h C 0 - M 0 0 CL a ® � �i � PRODUCT REVISED z o N as complying with the Florida Iu a Ir Ln r,- 7 33 47 14 42 Building Code Z 1 - O EX ERIOR NOA-No. 17-1226.05 r °m 2 a0 { 44 Expiration Date 08/08/2023 w 0 F- I �fI LEAF WIDTH W C= L D.L. OPG. By I .! Miam roduct Control € I Ui N DOOR FRAME WIDTH SIDELI E WIDTH � � IUD - 42" MAX. SINGLE (X) -3� — 'l) j 81-1/2" MAX. DOUBLE (XX) Of � O L �, II: ca Q W ") ( II Cl W F+{ /2" MAX. J F- O _ O LOAD BEARING. p N 0- SHIM Q 0MATING JAMB FASTENERS w FOR LOCATIONS w -C 3� U) E l 4 15. 3 5 2 45 SEE DOOR JAMB SPACING C o � CONCRETE Z J jl ON SHEETS 2 & 3 z �` ¢ w MASONRY Q :5; 0 I� 1, j uj F 41 46 _ f r LU ° 39 v o II IT w I 0 > � i II jl 4 z � W 3435,38 7 13 EXTERIOR UI a �i D.L. OPG. LEAF WIDTH z DOOR FRAME WIDTH N { J TYPICAL ANCHORS SIDELiTE WIDTH �l w 4" LONG J 42" MAX. SINGLE (X) j 0 o r o O :2 SEE ELEV. 81-1/2" MAX. DOUBLE 3 I FOR SPACING FRAME WIDTH `I cl r [ a�O`44d8@8a1B®, APPLY SEALANT �© l�? ✓�i "� a BEFORE MATING �s�~ G CIO 44 II 1 ` S 1 5 70502 o n CONCPRTE ` v o ° 4 NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO 318" !t�E OF drawing no. EDGE DIST. TYPICAL ANCHORS �Ar �•; ( �1� W13-( 1 FOR ELEVATIONS SIDELITE DETAILS d`0®�� I,0\ `\�� sheet 8 of 13 ITEM PART No. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS DUMMY v 1 AL-1 AS READ, FRAME HEAD & SILL 6063-T6 KEYMARK f SAPA ( f 1 0 2 AL-190 8989 AS READ, FRAME JAMS 6063-T6 KEYMARK / SAPA 21 2427 ��__� M 3 AL-196 AS READ. SIDELITE HEAD & SILL 6063-T6 KEYMARK / SAPA 31 _ ® h cq z 4 AL-197 AS REQD_ FREE STANDING SIDELITE JAMB 6063-T6 KEYMARK / SAPA ACTIVE LEAF 29 �_-� INACTIVE LEAF M I- W Q 5 AL-198 AS REQD. MATING SIDELITE JAMB 6063-T6 KEYMARK SAPA _ ___—__ �� <v I IL 0 6 AL-193 AS READ. PANEL TOP & BOTTOM 6063-T6 KEYMARK f SAPA I Iqi III! _ 0 d `� c 7 AL-194 AS READ. PANEL VERTICAL STILE 6063-Tfi KEYMARK f SAPA _ _ i, - LIJ,{JIJ =_ _ 8 AL-199 AS READ. SHEAR BLOCK 6053-T6 KEYMARK f SAPA I; I p 9 AL-191 AS READ. FRAME HEAD & SILL SCREW COVER 6063-T5 KEYMARK / SAPA _ _ _I _ U) I*1 10 AL-192 AS READ. FRAME HEAD & SILL SLANTED SCREW COVER 6063-T5 KEYMARK / SAPA =---_= a > M 11 AL-121 AS REQD. GLAZING BEAD (7/16" LAM.) 6063-T5 KEYMARK f SAPA OPERATION OF DEADBOLT 31 e32 - M 12 AL-123 A5 REQD. GLAZING BEAD {1.000" IN EXTERIOR OR THUMBTURN EXTERIOR ® U) SUL.-LAM.) 6063-T5 KEYMARK / SAPA (WITH KEY FROM THE ---- 0. G H Cn 0 6063-T6 KEYMARK SAPA FL-�-—-_ 0) N p 13 AL-200 AS REQD, SHEAR PLATE N FROM THE INTERIOR) � � � cv 6063-T5 KEYMARK J SAPA ACTIVATES THE THREE-POINT L-----_ J w � U. >r 14 AL-195 AS REQD. ASTRAGAL LOCK MECHANISMW o 15 AL-508 AS REQD, FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK / SAPA REGARDLESS OF LOCK SET I �° Q 16 AL-540 AS REQD, SADDLE THRESHOLD (ADA COMPLIANT) I 6063-T6 KEYMARK / SAPA OPTION INSTALLED. W 0 - w 17 HO-4503PL AS REQD. THREE POINT LOCK ASSY. (AT ACTIVE PANEL, USED BY ALL OPTIONS) METAL CGI PROPRIETARY SECTION AT DEADBOLT LOCK �' ' 18 HD-1204 AS REQD. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY 7 19 HD-5455 PASS AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL 20 HD-5455 AS REQD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN € ZE (3 to 21 HD-8231 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 19 22 25 0 2326 — In rn ccCD u7 22 J10 TOR605 AS REQD. DER LATCH LOCK, AT ACTIVE PANEL L 23 J10 TOR605 AS REQD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE o O w 24 JD60 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL w 25 HD-34-10116 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL 31 I T >Q ACTIVE LEAF-" EAF 30 INACTIVE LEAF 26 HD-34-10116 AS REQD. DUMMY LEVER, AT INACTIVE PANEL LOCK SET OPTION 3 BRASS, STEEL COPPER CREEK =N o 27 HD- 082410 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL ¢ L 7 L) 28 HD-537 AS REQD. LATCH LOCK STRIKE PLATE S" STEEL - _ _ ( _-_ `CD' 0+ cV 28q _ 2 /PLATE #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - - _ 29 ! HD-538 AS REQD. DEADBOLT STRIKE PLATE S.SIEtL - !' I Y p Z I - _.-- II - - LU �_ a u� 29A ! _ CD 2 /PLATE #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL co — ro AS P.EQD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI w C) 30 HD-536N 32 w i U ¢ J f n 0P AS REQD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI I 28 ` I U 32 HD-STRIKE BOX AS REQD, LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI EXTERIOR 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 N w j W 34 HD-CH-108 4 /LEAF 4-1/2" x 4" HINGE ALUMINUM CGI PROPRIETARY SECTION AT LEVER LATCH LOCK 35 HD-AB800-US32D 4 /LEAF 4-1/2" x 4" HINGE BRASS HAGER = " o ��� HAGER i 35 HD-A6800-US 4 /LEAF 4-1/2" x 4" HINGE S. STEEL - i ! 3? W3/8"-15 ROD 2 /LEAF o3/8"-16 FULLY THREADED ROD (ZINC PLATED) STEEL z zI< L W!a 38 WS-382V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE o o w z z 0- s 39 WS-W33321 AS REQD. .187" x 320" ULTRA SOFT FIN WEATHERSTRIP - ULTRAFA6 I 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - SEALANTS: S: HD-12-10042 AS REQD. _350" REACH POCKci SEAL (FRAME PERIMETER GASKET) - AMESBURY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH "'f o� 42 WS-32011 AS REQD. FOAM-TITE CLOSED CELL FOAM COMPRESSION SEAL - AM£SBURY � GE SCS2000 SILICONE SEALANT. 11F c oa � to 43 HD-CLIP ANGLE 2 /EACH 2 x 2 x 1/4" CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - a "1 a w � 44 - 3 /CORNER #10 x 1-1/4" PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) S. STEEL - PRODUCT REVISED as complying with the Florida 45 - SEE ELEV. I #14 x 3/4" HH. TEK (MULLION ATTACHMENT) S. STEEL - Building Code 46 - 8/HINGE 4/CLIP #12-24 x 1/2" PHP. FH. UC. THREAD FORMING S. STEEL - NOA-No. 17-122$.05 /�� . � °�Z°l ✓� p u 47 _ 2/EACH #6 x 1/2" PHP, TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expiration Date 0 $/-20-23 g� 48 - 1/EACH #10 x 3/4" PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL - d�C L1 a No.90592 0 M By 49 4D3/8"-16 NUT r 4 /LEAF 103/8"-16 SERRATED-FLANGE NUT (ZINC PLATED) STEEL - miamr ade roduct Control 50 - 2 /FLUSHBOLT #8-32 x 1/2" PHP. PH. MS. (FLUSHBOLT ASSEMBLY) S. STEEL - 51 HD-DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ #6 x 1/2" PHP. PH. SMS. ALUMINUM SCREEN TECH drawing no. 52 HD-34-10003 1 /SGREW HOLE INSTALLATION SCREW HOLE PLUG AT DOOR FRAME JAMBS ONLY NYLON - Y� L! ( ) ! .°� woe` J 53 2/ LITESETTING BLOCKS EPDM DUROMETER 80±5 SHORE A ® �®�6 1� _ ��BBI{1111� sheet 9 of 13 LOCK(ACTIVE)STILE 0 U CD ASTRAGAL N M Z N W I (L 7� [f} O O N `. U �I ;i tl LL t LU t #f0-24x2-1/2" ii a iii i Q II II PHP.PH.55.MS. ii iii I I jl li ji Ill 1 II 1z E M d G 0.450"(OD)x.031" G ' :1 M a i e0'I I i •� ii i NYLON WASHER it III q it I" I u I 0.295(OD)x.C40 x 2" Ii li i �..' � � � 4N + i { S.STEEL5PRING „ Ii ii I i ' I jl II f La W _u. NYLO14 WASHER O Q _ Ili iii i TOP HEX ROD WITH �i ` �I�',i ii Z M -� COUPLING NUT �� iL� ii 47 :I ul M (L=STILE HT.-49.675') II / ° ,'� ; „ 1 t III I � `� �{ � II ! I ii I 1` I , V LO Ln wl NYLON 5ILENCER I O � { O BLOCK f I Q O I I 03.500"9.STEEL I I� O 3� f LLJ it I WHEEL r- -� ' 21 24 2? I' D CV o oilO ® o L0LN coo c,o 0r- I i-- 1'4-- I - 6 O W tin LJ 0IL I �� Cn ii I ii i I I" i *I H H H III I It I Ii I W W W PRODUCT REVISED Z Z � Z as complying with the Florida II � It iii I I ii i I Building Code !I oow d7�-No. 17-1226.05 z z c l zo BOTTOM HEX ROD Expiration Date 08/0$/2(323 � i I , � i�iG W,/COUPLING NUT � � �2 +2 ^ az I B t r Dy Nl124fii- e Product Control 1 li z i s Uj uf?I�j�'J®E•! tf1 tot EN! O iii !I Ci ii i W i 0 ,p.�,.e;�G'"ll�/�\ I It III i II �e 1;_ r.+EN� Ul I'7 d ° 9y8 ® p I G III i i B 5 CK I + @A 1 FP ® € a "_ �,_ �'' zg-�/ iii I iiPm 2iii 33 iV a „ }f/� E Li — I I I ii i 1 _ AT�9Yh �e' drawing n0. L 1111i iu I II i ii �� iii SO UNLOCKED POSITION LOCKED POSITION \ � 4�/,�� 4OWA' °\`\� sheet 10 of 13 ASTRAGAL U U O t} LOCK(INACTIVE)5TILE a i i I iIi ii ` 48 i I i 0 N 00 i i i i ` i ili ii Il i 1 , 0 "-' 0 U 3 n d ® W VN 1 L UJI J ♦'a ��qq ° > cn I � 1Ld . I CIL' awQ °� � - I no: Z Q N U. 3f) tV UI Uy - O 1 � M I � � � f t� to it I 11 � C I L 1 5o '1' I itn I Q a0 I � ! lz � � C J 3� rn O ..z � 3 ( � 1" UUj %0" , �I a s LAG I, 3 z o 3 0�o i ( Of I ` L11I Q �i \ II -FLUSHBOLT I \ I ACTUATOR i i 7 g y�1V E !I PRODUCT REVISED N I as complying with the Florida = _ Building Cade I ° I tv^OA—No. 17-1226.05 . T a I i ` Expiration Date 08/08/2023 f cu�o o w o I f Zz 0Z I B I y -= _ Miami Da roduct — Control NOTE: o P o i I FLUSH BOLT AT INACTIVE STILE 5i (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) �; � E�8i49B991P 70592 f4 I O r i €,PT }E OF �y2 � drawing no. I E fj a �e W 13-01 UNLOCKED POSITION LOCKED POSITION '���© �^ s°°`°� sheet 11 ofi i 3 1.788-�{ 3.825 f �r- .125 r� 750 .062 1,625 1.590 a80 o r �' z 1 00 j p• w a 1.587 4.495 O U g m p 5.500 w N Cc) N FRAME COVER a o DOOR FRAME HEAD/SILL 0 U 0 ' 3.825 r 1.587 ® ' M o 2.458 -�{� O 1.41 a 1,625 .062 w o 1,625 O TOP & BOTTOM RAIL ° b i ca c� i waFl I 14 5.500 SILL COVERF.084 N 6.438 - .075 I s-i � i� U .465 1.$28 1.40 o I i �I C:1 0 0 o z 0 LLJ o .075 1.063 i 4.495 � ~ Fit-o j� � -0 r- L 1.755 o HINGE & LOCK STILE ai N O0 SIDELITE TOP & BOTTOM FRAME 15 SIDELITE JAMB COVER c z� -' w O O C/ O ' v .326 o Q w o II 135 J 125 ' � r� 070 ( 3.540 }o-.185F. 1 245 I 25 I 1 ( I 805 {l 4 I �10.1 15 �4.000 00 1:622 x �i 1.060 0 0 2I� F � o14 6 ^ 13 - 16 PRODUCT �w�$�� o'c ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE SADDLE THRESHOLD as complying with the Florida Ia Building Code , i.810�j i NOA-No. 17-1226.05 � � a� 3.405 675� { o i� 1.125 ' � �2.400-�{ i �f 1.061 I Expiration By 08/08/202 i I ( iri r w I 4 I Y 995 .050 y 2 w /'., .. ¢ Nl9a a-D rode�ct Controlo` .127 0 1.462 .310 0!! i o oIr d! 094 .500 1.184 0 v c�v a wL� .080 '� I .080 11 q��i9lii➢9EI/A9 I `jr 4.444 � 4.000 475 .124 4.040 GLASS STOP {LAM. GLASS) \\\\ �tL 2018 ,.. i .500 .125 .070 �-- 505 124 � 1.465 1.465 � N4- 92 m o ; ..24 i .420' L .995 .062 -.050 0�/1 t e n I _ ,o _204 o.870 o �'� `� -mot t.225 CCU ��. 0� �2v�`( drawing no. {� 5 12 1.184 i � ° ° ��®tBD� D�`/ - 2 O o o � S ° .. C��I�SJ`� W 13 0 1 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) (sheet 12 of 13 O I 44 ASSEMBLY FASTENERS TO BE INSTALLED M PRIOR TO JOINING MATING JAMBS ASSEMBLY FASTENERS TO BE INSTALLED / j PRIOR TO JOINING MATING JAMBS 4 / a / _� M z N CL ain O N Ul !`I O m 0: 0 W I W � L I C 2 M Z M Cq / liI I I ci { HOLE CAP ! ACCESS HOLED 2 I t' 0 LL MATING JAMS f 5 I z I p w FASTENERS SEE SHEET 8 I � o lI sr FOR DETAIL 2 I = O S N o ICD3 C4 10 0 M f w Y3 20 z C Zu- SiDEUTE JAMB CORNER SIDEL ITE MATING JAMB CORNER 3 0_ 0 DOOR FRAME TOP & BOTTOM CORNER TOP & BOTTOM TOP & B0ITOMFnff LLJ U o F- 49' E 8 F� 46 x T X, x t { w in m _ z n v o r! si tI 1 = x x > x I� � i i i it ii PRODUCT REVISED 11 w 11 ii i. �l as complying with the Florida = = y Building Code v ' If ( 'J-j NOA-No. 17-1226.05 1 z Z z z t Expiration Date 08/08/2023 By c, m 4t 3 Miami Product Control NIA 0 m N FEB ! 5 f I 2018 ff 9 iCtj ��>� 0 to Ujis ® ' Su`���®F ' �� drawing no. Sim O � r LEAF TOP & BOTTOM CORNER °° ���� C ' lhl 3-01 SADDLE THRESHOLD CORNER °0®ii�� y ,����� sheet 13 of 13