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HomeMy WebLinkAboutNotice of Acceptance (2) MIAMhDADE 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.gov/economv CGI Windows oors, c. 10100 N.W.25th 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 4 (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. S 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. 1 1 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. 3 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. i r 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 i approval document mentioned above. i The submitted documentation was reviewed by Jorge M.Plasencia,P.E. QPDADE NOA No. 17-1226.05 COUNTY v Expiration Date: August 08,2023 Approval Date: February22,2018 Page 1 1 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. 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(5t' 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/ASTMS-1300-02, -04 and-2009. 3 D. QUALITY ASSURANCE L Miami Dade Department of Regulatory and Economic Resources (RER). g 1 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 Company(MA)former k 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. 1 Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No 17-1226.05 5 Expiration Date:August 08,2023 i ApprovalDate: February 22,2018 E-1 i i CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th 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. i 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 s Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites, 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 61h 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). E F g4� #gg fi g� / R orge M.Plasencia,P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 i 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 611 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#14-1015.04, expiring on 08/08/18. 2. Test proposal#16-0947, dated 07/26/16, approved by RER. i 3 i 3 4E J, J }jFp yp4 qjy S W L S 1 yg� Y 3z� S y$ 8 ay� G urge 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 I 3/16'ANN. GLASS 3/16'HEAT STREN'D GLASS Z �F3 .075'Saflex CP With PET Core .075'Saflex CP With PET Core Q W By'Eastman Chemical Co.' By'Eastman Chemical Co.' f w I 2 .090"Saflex Cleor And Calor Gloss .090'Saflex Clear And Color Glass °V fMERIAYERS By'Eastman Chemical Co.' IMERIAYFRS By'Eastman Chemical Co.' O N m d j N .090"Senb)Clos .090"SentryGlas d By'Kuraray America, Inc.' By 'Kuraray America, Inc.' 490"Trosifol PVB .090'Trosifol PV8 Q U N F By'Kuraray America, Inc.' By'Kuraray America, Inc.' Q of el 3/16'ANN.GLASS 3/16'HEAT STREN'D GLASS a K I'm1 a Ooo .1 SILICONE SILICONE o Q df tj 1 i DOWSIL 995 DOWSIL 995 �r W Z 0 n DOWSIL 899 - DOWSIL 899 R GE-1200 GE-1200 w v u. Z C i Z tz I LL t9 ro�� s 2 Lq Q Q W m E Lu / U io / O V 53 AT 1/4 POINTS 53 AT 1/4 POINTS ' N GLASS TYPE 'A' GLASS TYPE 'B' =.I o n oo r 7/16'OVERALL LAM. 7/16'OVERALL LAM.GLASS 3 N e I 0 M 1 a3 GLAZING OPTIONS S z SERIES SENTINEL 160 3 C>_ o ALUMINUM OUTSIVING DOOR W/ SIDEUTE 6 o APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS CJ WITH OR WITHOUT SIDELTTES. O i SIDE LTTES CAN BE ON ONE OR BOTH SIDES OF DOOR. kI DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS PRODUCT REVISED W WHERE WATER INFILTRATION RESISTANCE IS REQUIRED- DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER 25 9 as complying with the Florida N s 1. Building Code 67 8 INFILTRATION RESISTANCE NOA-No. 17-1226.05 0 g _ 6 C THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Expiration Data 08/08/2023 � REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE By i ) INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). Miami-O a Product Control 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE f DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS -• n,,, m TO THE BUILDING STRUCTURE. DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS: SHUTTERS ARE NOT REQUIRED. •� o o=S AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE m o a MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE CHARTS AS FOLLOWS. - A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED fArAi� n ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON—COMPRESSIBLE. ON WIND VELOCfTY,BLDG.HEIGHT,WIND ZONE `� J�°""'•�rp i USING APPLICABLE ASCE 7 STANDARD. . )¢.''VOEN '•:'ALJ �+ ° o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT FEB 1 51D18 •� COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 2 FOR SINGLE (X)AND DOUBLE(XX)DOOR CAPACITIES REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. SEE SHEET 2 — Nal _ < J THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 3 FOR SIDEfTE PANEL(0) CAPACITY SEE SHEET 3. —_ 1 I t — FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT•ADEQUACY STEP FOR SIDEUTE COM81NATION WITH DOOR <SJ� -OF-STRUCTURE RECEIVING THIS-PRODUCT AND SEALING AROUND OPENING FOR ---- SEE MULLION CAPACITY CHART ON SHEET 4. � - - A OF WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN Y BUILDING OFFICIAL IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, g7Ep 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 ''� iS, W 13-01 y� AND TO BE REVIEWED BAND 4 SHALL APPLY TO ENTIRE SYSTEM. Il t c' �i U O n A. `� cWo�o cvd Ogura m YI.- I 0aoo s 0ZbE N ar 3/16'TEMPERED GLASS 3/16'TEMPERED GLASS 3/16'TEMPERED GLASS 3/8'AIR SPACE 3/8'AIR SPACE 3/8'AIR SPACE Q m m 3/16'ANNEALED GLASS 3/16'ANNEALED GLASS 3/16'ANNEALED GLASS 0 090'Interlayer .075'Interlayer .090'SentryGlas w By Kuraray America, Inc.' j Scflex Gear And Color Gloss Saflex CP With PET Core r—INTERLAYERS m I By'Eastman Chemical Co.' BY'Eastman Chemical Co.' .090'Trasifol PVB � C n By'Kurcray America,Inc.' v N ! 3/16'HEAT STREWD GLASS 3/16'HEAT STREN'D CLASS 3/16'HEAT SIREN"D GLASS o o SILICONE SILICONE SILICONE " 00 r DOWSIL 995 DOWSIL 995 DOWSIL 995 0 w rDOWSIL 899 DOWSIL 899 DOWSIL 899 -D N GE-1200 GE-1200 GE-1200 C r z N vOi m \ m \ m \ H XL EDGE SPACER .. .12 %L EDGE SPACER XL EDGE SPACER. E v ST.STEEL BY'CARDINAL' j:is I STT. STEEL BY'CARDINAL' I II I ST. STEEL BY'CARDINAL ' OROR Z5 DURASEAL BY'QUANEW o: DURASEAL BY'OUANE%' o: DURASEAL BY'QUANIX' o OR g� ` OR OR U r w I lu / SUPER SPACER BY'QUANEW w / SUPER SPACER BY'QUANEW OR PER SPACER BY Sc \\UAT / OR \ 0 \ / OR KODISPACE 4SG TPS BY'KOMMERLING' / KODISPACE 4SG TPS BY'KOMMERLING" / KODISPACE 4SG TPS BY'KOMMERLING' 53 AT 1/4 POINTS /4 POINTS 53 AT 1/4 POINTS 1 GTASS TYPE 'Cr' GLASS TYPE 'C2' G.AS TYP• 'C ' 1 1'OVERALL INSUL IAM.GLASS 1'OVERALL.INSUL LAM.GLASS 1'OVERALL INSUL LAM.CUSS a ¢ i i PRODUCT REVISED - g complying with the Florida Bu u 4 OA-ng Code Noa-nlc GLAZING OPTIONS l+ o. 17-122s.o5 Expiration Data 0810812023 Mia Da ro uct Control _ `I111111111�L(,((r( O FEB I 0.70592 ----- - - -- - -- - _ _ - 6 ,OF :'�� drowing�no. 1 C °. W13-01 i11111L1I% sheet 1.1 of 13 I HEAD ANCHORS QUANTITY AT STILE ENDS U ANCHOR TYPE IPS o SHIM 'A' 'B' •C• �tl m s' 42" 2 ANCHORS 81 1/2' 1/4" 4 4 4 � H� J DOOR FRAME WIDTH TYPE 'A', 'B'OR C. DOOR FRAME WIDTH AT STILE ENDS 1/2' 7 7 - A w I 6+MAX 6+ SEE CHART FOR QUANTITY Q g Z N a 3" HEAD/SILL 3` 6" 3" C ceS p HINGES HEAD/SILL HINGES CORNERS HINGES Q Y0 ,°A 00 SEE NOTE CORNERS .A SEE NOTE A _ _ SEE NOTE-\, OTE A a C1 BELOW / II"1 BELOW BELOW C�I 1M o it A.C D N C 2 IL a /I p / p FLBOLT �jY Z c / a SEEAt34ET 11 C /j y°y,m,a �+ J- II--_- A / u -- II 1 // Q w m f A• ec, W S' r Y w ^� 3 POINT LOCK A /I.yrY w a SEE SHEET 10 2 = - O N o 0 1 f O M . ACTIVE - ACTIVE NAC VE1 Z 4 n O 1` --- m15 C7 < M e z 81 v�.2 3 �e ;r�0 28 1/4" `o 28 1/4" 28 1/4' v cOi O D.L.OPG. 2 ANCHORS D.L.OPG. L D.L. OPG. TYPE'B' SINGLE OR DOUBLE DOORS 4 ANCHORS SURFACE APPLIED ( AT STILE ENDS LI y TYPE'B' FALSE MUSENS WITH SADDLE (ADA) SILL i MAY BE USED 0 8€N f`j4 TYPICAL ELEVATION TYPICAL ELEVATION o-g s FIINGES: 3 3 ( X ) ( XX ) 4"X 4-1/2` BUTT HINGES "U$ V DOOR OPTIONS TOP AND BOTTOM HINGES AT 6-7/8"FROM EACH END m o ,3 i I INTERMEDIATE HINGES EQUALLY SPACED SINGLE(X) OR DOUBLE(XX)DOORS LOAD CAPACITY- f PSF LOCK SETS: (3)HINGES PER LEAF UPTO 35`LEAF WIDTHS(STD.THRESHOLD ONLY) GLASS TYPES'A•.'8','Cl,'C2•& 'C3' SCH=SCHLAGE _ (4) HINGES PER LEAF ABOVE 35-LEAF WIDTHS(SID.THRESHOLD) _, CC=COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) 1 FRAME LEAF THRESHOLD TYPES LOCK SETS INSl1L GLASS SPACERS L p A'-w WIDTH(X) WIDTH XX HEIGHT WIDTH STD. .ADA SCH CC BLOW CXL KOO DUAN " 0 0 0'o ! { 37-1/4' 72` 96` 35' 80.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 GLASS INSULATORS: u o"` If I CXL= 42" 81-1 2 98` 39-3/4' 80.0 70.0 80.0 80.0 70.0 70.0 80.0 - CARDINAL XL KOD=KODISPACE DUAN =QUANEX DURASEAL A NOTE: �'•.••..••: QLMNIX SUPERSPACER VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. \` ��:•'�CENSF'•.Q r FEB12016 � I NOTE: FLUSH BOLTS AND LOCKS MUST BE PRODUCT REVISED �N6I•, '`_ ENGAGED MEAD ANO SILL DURING as eomplyl.g with the Florida NOTE: PERIODS OF HURRICANE WARNING. guiding Code _•O A{\ �_ " , --GLASS-CAPACITIES ON.-THIS SHEET ARE Now No. 17-1226.05 ( o DOOR D.L.O. DIMS. I -• Qy� drawing- no, -- BASED ON ASTM E1300-09 (3 SEC. GUSTS) D.L.O. HEIGHT = FRAME HEIGHT - 12.875" Expiration Date 08/08/2023 D.,.• ��` AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75" �i/c4t�s• ••• 1���� W�3—�� 1 DECLARATORY STATEMENT DCA05-DEC-219 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 ABliaml-D Produc Control ////���111I1A"`` sheet 2 of13 43 1/8- 165 1/2'MAX. U 5 SIDELITE WIDTH 42' 42' 81 1/2- N6 n SIDELITE WIDTH DOOR FRAME WIDTH SIDEUTE WIDTH SEE CHART FOR QUANTITY m 3 HEAD/SILL HEAD ANCHORS QUANTITY Z m CORNERS F 6"MAX 3-'�1 F-6--=5 I'^ 3�" AT STILE&MULLION ENDS 0 n HEAD/SILL F A I I-I ANCHOR TYPE a r CORNERS /'I�{---i {- ` ''(. SHIM .A '8' •C O p o U 1/4' 4 4 4 6 6 if 1/2" 7 7 - O 15 H y f II II V p y ! ll \ II Il O�y o H H -fir== ====LLr==== O 4.0 o ° H J a / 6 FL sl,e0 ii y Ln O y I DETAIL J I I Q W � 1 SEES 11 11 W y s e C J ZVI 4uu. 3 DINT LOCK Y N m y FASTENERS SAME LOCATIONS 0 °' p i a /�• SEE OW 10 Y A- 0 ` ,TI/ AS ANCHORS SHOWN ON • m , / SHEET 2 \ n IV II v O .�-. n ( W \\ a 1 �~ M wACTNE _ I INACTIVE _ _ 03 N n m G ��z v3 lit 371/8' D.L.OPG. TYPICAL ELEVATION 37 1/8- 28 1/4' 28 1/4' 37 1/8" O D.L OPG. D.L.OPG. .L OPG. D.L OPG. 4 ANCHORS SURFACE APPLIED SEDELUE LOAD CAPACITY- PSF - C TYPE'B' FALSE MUNTINS OR STAND ANE STATIONARY PANEL(0) AT STILE AND MAY BE USED LOC GG GLASS TYPES GLASS TYPE GLASS TYPE ( OXXO MULLION ENDS - e FRAME 'A'.'8'.'C1' 'C2' 'C3' $ H WIDTH HEIGHT EXT.(+) INL(- TDO'.(+) INT.(- DM(+) INT-H SIDELITE OPTIONS o g 3D" 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 b0.0 80.0 80.0 NOTE THE FRAME AREA OF ALTERNATE SIZE MUST NOT u 3 84' 80.0 80.0 80.0 80.0 80.0 80.0 EXCEED TESTED FRAME AREA= 110.3 SQ. FT. $ 37-1/8' 80. 80.0 80.0 80.0 80.0 iN 14TOR MfTATONS FOR SIDE? 1- 80.0 80.0 80.0 80.0 80.0 80.0 WIDER THAN 37-1/8"ONLY_ 42• 80.0 80.0 80.0 80.0 80.0 80.0 90'&96"HEIGHTS n- FOR GLASS TYPES 'C2' & 'C3' 2 o= - H 30• 80.0 60.0 80.0 80.0 80.0 1 80.0 QUAND( DURASEAL&SUPERSPACER NOT ALLOWED 33- 80.0 60.0 80.0 80.0 80.0 BO.D FOR GLASS TYPE•C3' u o 36- 90" 60.0 80.0 80.0 1 80.0 80.0 80.0 CARDINAL XL(LIMIT MAX. LOADS TO 370.0 PSF) Yt1111 IIIllll//j 37-1/8" 80.0 80.0 80.0 80.0 80.0 80.0 `�� �pv!••� /ice " •i 39' 80.0 80.0 80.0 B0.0 80.0 a0.0 FEB? 5 2Q1g � •'�pcENSF•••.• o 42- - - 70.0 70.0 - 80.0 80.0 II 30" eo.o 80.0 Bo.o BD.o 60.0 80.0 PRODUCT REVISED �(Na�O592 as complying with the Florida � = o o a 3 33- 80.0 B0.0 80.0 80.0 80.0 80.0 Building Code NOA-No. 77-'1226.05 -, �_ 0 .__36" _ 9s" eo.0 _ _80.0 80.0 BOX 80.0 90.0 SIDELITETE F_ E O.L.O. DIMS. , ({/� 37-1/B• 80.0 80.0 80.0 80.0 80.0 80.0 D.L.O. HEIGHT = FRAME HEIGHT- 12.875' - Expiration Date 08/08/2023 $TjtTE •�C(I` Browing no.- .__._._ 60.0 80.0 D.LO. WIDTH = SIDELffE WIDTH - 6" STAND ALONE SIDELITE ONLY ��:� W 3-0 42• 80.0 80.0 D.LO. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY Mia -0a ro uct Control �7//�j•��� )L��� sheet 3 of 13 I _ 1 DESIGN LOAD CAPACITY- PSF DOOR DOOR DOOR DOOR 1• OY c".> DOOR SIDELREFRAME SIDELITE SIDELITE FRAME SIDEUTE FRAME SIDELITE FRAME SIDELITE TO DOOR MULLION SIDELTTE LEAF FRAME (SEE NOTE BELOW) 1410TH WIDTH WIDTH `WIDTH WIDTH LWOTH WIDTH `WID1H �tl n WIDTH WIDTH HEIGHT INCHES INCHES INCHES EXL(+) INT.(-) / / / \ O n m 24 80.0 80.0 ' 33 80.0 NO 3 39-3/46 84 80.0 80.0 K J K 0 9 tv 37-1/8 80.0 80.0 ix 39 80.0 60.0 0 a n 42 80.0 80.0 \\ 0 ohm i 24 80.0 80.0 Q'-¢" 8 30 80.0 80.0 Q a D G N 33 80.0 80.0 (x0) (oxo) (x0x) e in s ox) I 36 39-3/4 90 80.0 80.0 ( IQ 2 H�• 0 1 37-1/8 80.0 60.0 i O SIDELITE DOOR FRAME SIDELRE DOOR FRAME SIDEUTE V m j 39 80.0 60.0 _ WIDTH WIDTH WIDTH ' WIDTH WIDTH Z m 42 80.0 80.0 @ w 0 24 80.0 80.0 30 80.0 80.0 33 80.0 a0.0 H J / E H J / / =9C 36 39-3/4 96 78.3 76.3 = / \ % /01, j 37-1/8 77.2 772 c i 39 75.4 75.4 \ / \ / O „i 42 7216 7zs 0 La La vy C o cj N /,T u7 MUWON / '{OXO) DOOR SDLE END ANCHORS) l0) END ANCHORS O 1 O JO SEE SHEET 3 SEE SHEET 1 r-+ 3 C t Z 4 r C90<v U--�r O 177 fLEAF WIDTH i d SIDELITE WIDTH DOOR FRAME WIDTH o$ 4 SINGLE(X)42-MAX. o 'rz DOUBLE(XX)81-1/2-MAX. u SIDEUTE TO DOOR _ 6 NOTE: GLASS CAPACITIES ON THIS SHEET ARE m 8 o a BASED ON ASTM E1300-09 (3 SEC. GUSTS o NOTE- AND FLORIDA BUILDING COMMISSION •�o o W LL FOR DOORS CAPACITY SEE SHEET 2 DECLARATORY STATEMENT DCA05-DEC-219 FOR SIDELITE CAPACITIES SEE SHEET 3. 2 FOR SIDEUTE MULLION CAPACITY SEE CHART ABOVE 1�1TUU11 NIrr o LOWER VALUES FROM DOORS, SIDELITE. DOOR/SIDEUTE ....... j/G/ •i {�{ OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. �t}GE/dSp PRODUCT REVISED I70592 as cam 1with the Florida FEB 2998 Building Code i Noma. 17-1226.05 --'- -- - - - - - - Expiration Date 08/08/2023- - STA C? ��� drawing__no. BY .;�`S Ft... W1 3-01 i MIn i-Da roduct Control rrrrjlotillL1�L��� sheet 4 cI13 TYPICAL ANCHORS 61 Z3 EI-----DGE DOST' - SEE SPACING p I FOR SPACINGG I 4 M e CONCR&. � m g � A e6 U al wZ a�N m t T__i y �y'Ss Q•i A� 'd'. . ! 1 1 1 9 \ N O V� N f 39 I 11 4`1 ICy a, W p paa °+ cU)U)ttg 1 U)U)o m 1 s LL ion ttI zwa a W I c � I � i O M � O Im i � r c� O O W i l� EmsE' _j I.4 6 30 0 ov i I( r ii r i, I F- - a i i ' s e ! s PRODUCT REVISED 4 I POURED �U k HARDENED i i i t as colying with the Florida u a a 49 4 I I IIdImpng Cede 0 HIGH 5lRENC1CROUP a9 I i d f'c.�5000 PSI MIN. NOA-No. 17-9226.05 I �v$ NOT BY CCI WINDOW 4J i i Expiration Date OSl08/2023 i �\ p (�) ' I t MUST TRANSFER SHEAR i LOADS TO STRUCTURE B I I I BY'm Y o- i i t 47 LOAD BEMING _� e . J9 1 1 11 ,D (SOLID SHIMS 91 I I i Mi i-O nct ntrog o 0 6 o 1 I OPTIONAL TO GROUT) i I a4 Z i i o.. ti FEB 2 5 I ,6 v' ...aTYPIM. C • TYPICAL ANCHORS ..° SEE ELEVATIONS EDGE DIST. SEE ELEVATIONS DIST. FOR SPACING FOR SPACING SADDLE TQRESQO T OF �� drawing o no. i STANDARD'TQRESHOLD I LP - .. - '%��• +•• DP,r °• : W 4 3-01 APPROVED FOR WATER INFILTRATION RESISTANCE MIT MAXNOT o6 DESIGN LOADS ON}��INFILTRATION RESISTANCE ++tutttt sheet 5 of�3 i i i 1BY WOOD BUCK �� U SEE NOTE SHEET 1 2BY WOOD BUCK . EDGE GIST. OR WOOD STRUCTURE METAL _________ ------ SEE CONCR@E NOTE SHEET 1 STRUCTURE II EDGE EDGE DIST. I I MWAI—DARE COUNTY APPROVED�I Z y '� I�SEE CLIPPSEPARATED MUJ. ONOA j� ~ --------- ____ -0 U_ o7PICAL ORS VTYPICAL HO� _ SDOry o TYPICAL ANCHORS a TYPICAL ANCHORS AONS I { SEE SEE ELEVATIONS Q SEE ELEVATIONS TYPICAL ANCHORS FOR SPACING FOR SPACING FOR O ` SEE ELEVATIONS 1 SPACING FOR SPACING QW z u» i 162°1_m Q W A rL r O Rk WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS Rq c i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I AND TRANSFER THEM TO THE BUILDING STRUCTURE. S L N 0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING N �` TYPE 'A'- 1 ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 HSI) D a o MiN LENGTH = 2-3/4" o In N e 4 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES e O r1 o' 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 3 o' THRU 1BY BUCKS INTO CONC. OR BLOCKS o 3 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) o S I 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) U^M r O TYPE 'B'- -1./4" Dol ULTRACON BY 'ELCO' (Fu=177 KSI.Fy=155 KSI) MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. OR BLOCKS 1 G 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ' e f 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) PRODUCT REVISED `o ¢3 I!i Bu complying with the Florida w TYPE 'C'- 1/4' DlA,TEKS OR SELF DRILLING ( )GRADE 5 CRS Bu SCREWS ilding code NOA-No. 17-1226.05 a a INTO MIAMI-DADE COUNTY APPROVED MULLIONS d¢ II Expiration Date 08/0812023 OR INTO METAL STRUCTURES (HEAD/JAMBS) By } (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS Mlam-Dad roduet Control �__� ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) o a f STEEL- 1/8" THK. MIN. (Fy = 36 KSI MIN.) m o o t (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `I o a I f FEB1 5 2018 TYPICAL EDGE DISTANCE ear,.......... •e INTO CONCRETE AND BLOCKS = 2-1/2" MIN. �:'4,OENs�c'' INTO WOOD STRUCTURE = 1" MIN. I o INTO METAL STRUCTURE = 3/4" MIN. - _ ��N 70`01 -• a WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Ya - 3000 PSI MIN. _ - - _ RA OF drawing no. - C-90 HOLLOW/FILLED BLOCK AT JAMBS Ym = 2000 PSI MIN. LDP.: ��� DOOR DETAILS ANCHORS MAY BE HEX OR FLAT HEAD. ���rrjTo� l��`` sheet 6 of13 I j f i 3/8'MAX. h.- 19 22 25 .1/2•MAX. LOAD BEARING © 1 24 2 O LOADSHI�ING r!0 SHIM Q 111Y WOOD BUCK 41 6 oR 7 ,SEE NOTE SHEET 1 z 3 ACTIVE LEAF 0 mr a TYPICAL ANCHORS Q a e N A 1 3g SEE ELEV. LMM 00—1o 0 1 TYPICAL EE E°� FOR SPACING I�+1I q FOR SPACING GI y�j LL 49 39 _______ ___ ! {�dui l�(•��I } 52 O'0ZL7 0 0aoo .al 0 y� 46 3635 34 7 13 7 33 47 14 4 C Z O N D,L OPG. Q u'0 5 IL iM-� METAL EXTERIOR J°aZ a STRUCTURE Q W omi f LEAF WIDTH DOOR FRAME WIDTH U i in O ri } 1/2-MAX. � .O N .BEARING"� © 19 25 O 20 2 2 1/2-MAK O=N o SHIM 1 24 2 LOAD BEARING a SHIM CONCRETE 41 ©OR 1 I O NM I MASONRY' ACTIVE LEAF 6iEREINACTIVE LEAF BY WOOD BUC C Z W 30 o I TYPICAL ANCHORS 3g 14 W D STRU RE "' C, SEE EL%' SEE 'OTE EEr 1 f3 U Q } FOR SPACING. 7fJKf 49 I III 49 39 471 o52 37 l 37 I t oW o O L S8800 w 46 36 35 34 7 3 11 0 38 11 7 3] 47 4 4 18 7 11 D.L OPG. g w D.L.OPG. TYPICAL ANCHORS SEE ELEV. em fn FOR SPACING n EXTERIOR LEAF WIDTH LEAF WIDTH o g I �a DOOR FRAME WIDTH O I 11111I1111lJJ7A i PRODUCT REVISED as complying with the Florida FES 5 201 - _ r Building Code = N,, g2 _ NOA-No. '17-1226.05 --- --_-_- Expiration DatoO .08/2023 TA CF :•�� drawe u r ing c no. ty Mla -DaroductControl q W13-01 DOOR DETAILS J r n 1111 t I | � i � ' . ^ ITEM PART No. QUANTITY DESCRIPTION MATERIAL MPG./REMARKS DUMMY 1 AL-189 AS READ. FRAME HEAD&SILL 6063-T6 KEYMARK/SARA F- --------------- 0 2 AL-190 AS REQD. FRAME JAMB 6063-T8 KEYMARK/SAPA 1 24 4_r—------------ 3 !J3 AL-196 AS REDD. SIDELRE HEAD&SILL I 6063-T6 IKEYMARK/SAPA 31 4 AL-197 AS READ. FREE STANDING SIDELITE JAMB 6063-T6 JKLEYMARK/SAPA ACTIVE LEAF 9 _ INACTIVE LEAF N a I 5 AL-198 AS REQD. MATING SIDELITE JAMB 6063-T6 KEYMARK/SAPA Q n al ? ___ IL C 6 AL-193 AS REQD. PANEL TOP&BOTTOM 60fi3-T6 KEYMARK SAPA I I so`c 7 AL-194 AS REQD. PANEL VERTICAL STILE 6063-T6 KEYMARK/SAPA _ `III 8 AL-199 AS REQD. SHEAR BLOCK 6063-T6 KEYMARK/SAPA ¢II �r p 9 AL-191 AS REQD. FRAME HEAD&SILL SCREW COVER 6063-T5 KEYMARK/SAPA 0 N W 10 AL-192 AS Rc'OD. FRAME HEAD&SILL SLANTED SCREW COVER 6063-TS KEYMARK/SAPA V 11 AL-121 AS REQD. GLAZING BEAD(7/16'LAM.) 6063-T5 KEYMARK/SMA OPERATION OF DEADSOLT 31 2 F g C c 12 AL-123 AS REDD. GLAZING BEAD(1.000"INSUL--LAM-) 6063-TS KEVM K/SMA (WITH KEY FROM THE = IL O .ol EXTERIOR OR THUMBNRN IXTERIOR I I _---__ ® 'AI FROM THE INTERIOR) �-- `1 Z 0 N 13 AL-200 AS REQD. SHEAR PLATE 6063-T6 KEYMARK SAPA L-1_--`- 6063-T5 KEYMARK SAPA ACTIVATES THE THREE-POINT 14 AL-195 AS REDD. ASTRAGAL / Q m LOCK MECHANISM '----- �,=N=w 15 AL-508 AS REQD. FREE STAND JAMB SCREW COVER 6063-TS KEYMARK/SAPA REGARDLESS OF LOCK SET 0 f •- OPTION INSTALLED. `�Z 18 AL-540 AS REQD. SADDLE THRESHOLD(ADA COMPLIANT) 6063-T6 KEYMARK/SMA Q m m� 17 HD-4503PL AS REQD. THREE POINT LOCK ASSY. (AT ACTIVE PANEL. USED BY ALL OPTIONS) METAL CGI PROPRIETARY SECTION AT DEADSOLT LOCK 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 E � N 20 HD-5455 AS REQD. DUMMY LEVER,AT INACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN i C i 21 HD-8231 AS REDD. DEADBOLT(THUM6TURN),AT ACTIVE PANEL 19 25 0 2326 — n 22 1 J10 TOR605 AS REQD. LEVER LATCH LOCK AT ACTIVE PANEL I 23 J10 TOR605 AS REQD. DUMMY LEVER,AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE o 00 Cl n 24 JD60 AS REQD. DEADBOLT(THUMBTURN).AT ACTIVE PANEL D w lidd 25 HD-34-10116 AS REQD. LEVER LATCH LOCK,AT ACTIVE PANEL 71 .0.� 26 HD-34-10116 AS REQD. DUMMY LEVER AT INACTIVE PANEL LOCK SET OPTION 3 BRASS,STEEL COPPER CREEK ACTIVE LEAF INACTIVE LEAF C to 27 HD-092410 AS REQD. DEADSOLT MUMBTURN),AT ACTIVE PANEL 0 28 HO-537 AS REQD. LATCH LOCK STRIKE PLATE S-STEEL M i 28A 2/PLATE 88 X 3/4'PHP.FH SMS(STRIKE PLATE ATTACHMENT) S.STEEL - _-= I --_ •0 0 3 y { _ ILL 29 HD-538 AS REQD. DEADBOLT STRIKE PLATE S.STEEL - 29A 2/PLATE 88 X 3/4"PHP.FH SMS(STRIKE PLATE ATTACHMENT) S.STEEL - - '�O 'n 30 HO-53EN AS REQD. LATCH LOCK STRIKE PLATE SHIM MlLON CGI 32 6 O 4 s 31 HO-390P AS REQD. LATCH LOCK&DEADBOLT STRIKE PLATE TRIM NYLON CGI 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 334 HD-533C 1 /FLUSHSOLT FLUSH BOLT GUIDE(TOP&BOTTOM) CAST(ZINC) CCI } 34 HD-CH-108 4/LENT 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 F o 8 36 HD-AS800-US 4/LEAF 4-1/2"x 4'HINGE S.STEEL HAGER 2- 37 37 93/8'-16 ROD 2/LEAF 03/8'-16 FULLY THREADED ROD(ZINC PLATED) STEEL - 38 WS-382V AS REQD. GLAZING BULB(DUROMEND't 75/80) PVC PROTOTYPE g g 39 WS-W33321 AS REQD. .187'x 320"ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAS } 40 HD-203 2/LEAF I SHOOT BOLT PROTECTOR,AT DOOR FRAME HEAD&SILL PVC - SEALANTS: '$ 41 HD-12-10042 AS REQD. .350"REACH POCKET SIA(FRAME PERIMETER GASKET - AMESBURY o 42 WS-32011 AS REDD. FOAM-TTTE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH H o GE SC52000 SILICONE SEALANT. t 43 HO-CLIP ANGLE 2/EACH 2 x 2 x 1/4"CLIP ANGLE(ADA THRESHOLD TO JAMB ATTACHENENIT) ALUMINUM - 44 - 3/CORNER 810 x 1-1/4"PHP. PH.SMS. (PANEL&FRAME ASSEMBLY) S. STEEL - PRODUCT REVISEDas O 45 - SEE ELEV, 814 x 3/4'HH.TER(MULLION ATTACHMENT) S. STEEL - Building CodeWlu the Florida \`Vlt1'�jula�+j1 AAAAA' n 46 - e/HINGE,4/CUP f12-24 x 1/2'PHP.FFL UC.THREAD FORMING S.STEEL - -No. t7-1226.05 `�� W�.'•"'-'N �"(1��' •, fy 3 V ''. 47 - 2/EACH 86 x 1/2'PHP.TH.SMS. (ASTRAGAL ATTACHMENT) S.STEEL - Expiration Date 8/2023 ' I n C 48 - 1/EACH 810 x 3/4'PHP.PH.SMS.(BOLT LOCK/FLUSHBOLT GUIDE ASSY.) S.STEEL - s, FEB 1 5 2018 49 03/8'-16 NUT 4/LEAF 93/B"-16 SERRATED-FLANGE NUT(ZINC PLATED) STEE1 - M,am,- ad roduct Control `�'•( ` _o� i; v j 50 - 2/FLUSHBOLT f8-32 x 1/2-PHP.PH. MS (FLUSHBOLT ASSEMBLY) S.STEEL 51' HO-DOOR SWEEP1/EACH DOOR SWEEP(OPTIONAL).SECURED W/f6 x 1/2"PHP.PH.SMS. ALUMINUM SCREEN TECH - - - - - •��y\ dfOwing na. .__,__- 52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG(AT DOOR FRAME JAMBS ONLY) NYLON - '�i � •-. �•' C9��� W 13-01 I 53 - 2/LITE SETTING BLOCKS EPOM DUROMf7ER BOTS SHORE A 'AAAA®®d�jI III LY��\`` sheet 9 of 13 E T s