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HomeMy WebLinkAboutProduct Approval (2) MIAMI-DADE NE MI-DADS 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.zov/economv UGI 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 1 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. 0DESCRIPTION: Series"160 Sentinel'Aluminum Outswing GIazed Doors w/wo Sidelites-LMI UAYPROVAL 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 i 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 land 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. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews# 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 MIAMH?ADE courrrr Expiration Date: August 08,2023 bL! e I2u t 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-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 i 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,P.E C. CALCULATIONS I 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5tn a 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 Company(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", q 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 l. Statement letter of conformance to FBC 2014 (5 h 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 j 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/ sidelites,by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, i signed and sealed by Idalmis Ortega,P.E. 1 C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61 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). orge M.Plasencia,P.E. Produ6t 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)Interaayer", 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. j 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. d 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 i 3/16-ANN. GLASS 3/16-HEAT STREMD GLASS n 3 .075'Saflex CP With PET Core 075"Saflex CP With PET Core 0 k eel W By'Eastman Chemical Co.' By'Eastman Chemical Co.' I.- 2 Z aL .090'Saflex Clear And Color Glass .090'Saflex Clear And Color Glass IL I 6 INTERLAYEf7S By'Eastman Chemical Co.' INfFRaYtJ25 By'Eastman Chemical Co.' O 0 N` c0 090'SentryGtas .090'SentryGlas IL E N It By'Kuraray Americo,Inc.' By'Kuraray America, Inc.' It D Q .090'Trosifol PV8 .090'Trosifol PVB 0 t y h By'Kuraray America, Inc.' By'Kuraray America, Inc.' V O ytm 3/16-ANN.GLASS 3/16-HEAT STREWD GLASS 0 It otn SILICONE SILICONE 0 0 ti DOWSIL 995 DOWSIL 995 N O COWSL 599 - DOWSIL 89D w LL m .I GE-1200 W GE-1200 (�2 III_o t025 ft�ang Jp < N 38 I I W Qi f F M\i 11 III 71 I!II O .. is III 1 ca jj !j U se \ s' 53 AT 1/4 POINTS 53 AT 1/4 POINTS c p C GLASS TYPE 'A GLASS TYPE '13 o m 7/76'OVERALL l/Vd.GLASS 7/16'OVERALL LAM.GLASS $L NSERIES SENTINEL 160 GLAZING OPTIONSALUMINUM OUTSWING DOOR WLSIDELITEAPPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS PRODUCT REVISED CU WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. as complyingg with the Florida ng Gode _ Building DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER 8 0 8 c INFILTRATION RESISTANCE. NDA-No. 17-1226.05 c 6° g Expiration Date 08/08/2023 9 f5 6 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE u`# REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE By v o z INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). Mlami-D a Product Control 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. DOORS/SIDELffES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. o_ ?g m 2 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS: SHUTTERS ARE NOT REQUIRED. p1 $o=o AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE P.'c a W MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE CHARTS AS FOLLOWS. Illllll lflfflf/ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED-METALLIC ALL SHIMS TO BE HIGH IMPACT, NON AND NON-COMPRESSIBLE. ON WIND VELOCITY, BLDG.HEIGHT,WIND ZONE ��' USING APPLICABLE ASCE 7 STANDARD. ', '�yGENSF MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT FEB 1 5?D1$ o n COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 2 FOR SINGLE(X)AND DOUBLE(XX)DOOR CAPACITIES S2 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 SIDELfTE PANEL.(0) CAPACITY SEE SHEET 3. ��0 FOR A SITE SPECIFIC PROJECT,I... LIFE SAFETY OF THIS PRODUCT,ADEQUACY FOR SIDEIJTE COMBINATION WITH DOOR , OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR STEP 4 A OF =(y�� drawing no. SEE MULLION CAPACITY CHART ON SHEET 4. WATER INFILTRATION RESISTANCE ETC. F� �'• � W 13-01 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2,J AND TO BE REVIEWED BY BUILDING OFFICIAL AND 4 SHALL APPLY TO ENTIRE SYSTEM. �7y/�®���11�1111` sheet of 13 V n O F y m dZ I LL �Gl p a N V o ar m O'Oa�m o O O-Wm Q W 7 N 3/16'TEMPERED GLASS 3/16'TEMPERED GLASS 3/16'TEMPERED GLASS IL Z In ° J 802 S 3/8"AIR SPACE 3/8"AIR SPACE 3/8'AIR SPACE a m S 0 3/16'ANNEALED GLASS 3/16'ANNEALED GLASS 3/16'ANNEALED GLASS 0 090"Inteda er .075'Interloyer By' raray Am Y r By Kuraray America,Inc.' N Sa6ex Gear And Color Gloss Safiex CP With PET Core INTERLAYERS� � U By'Eastman Chemical Co,' By'Eastman Chemical Co.' .090"Trosifol PVe C By Kuraray America,Inc.' N r3/16'HEAT STREWD GLASS 3/16'HEAT ST2END GLASS 3/16'HEAT STREN'D GLASS $ o SILICONE SILICONE SILICONE 3 w DOWSIL 995 DOWSIL 995 DOWSIL 995 DOWSL 899 DOWSIL 899 DOWSIL 899 o a GE-1200 GE-1200 GE-1200 C t7 N m z yW y38/ It 1 I1 �\ UI 38/ II I I� `\\ < � 38/ II \\\ il: - it It n ii it n n 3 XL EDGE SPACER _ \ W lJ 1�. �li 1 XL EDGE SPACER 12 _ ! �I y _ ', %L EDGE SPACER III I OR STEEL BY'CARDINAL' I I: ST.STEEL BY'CARDINAL' I! ST.STEEL BY'CARDINAL' 3 O OR I OR O o OR RASFAL BY'QUANEX' o ` DDURRASEAL BY'QUANEX' o ` DDURRASEAL BY'QUANEX' U O� \ / SUPER SPACER BY'QUANEX' \ / SUPER SPACER BY'QUANEX' �i \ / SUPER SPACER BY'QUANEX' 0 \ / OR \ / OR \ / OR / KODISPACE 4SG TPS BY'KCMMERUNG' / KODISPACE 4SG TPS BY'KOMMERLING / KODISPACE 4SG TPS BY'KOMMERUNG' 53 AT 1/4 POINTS 53 AT 1/4 POINTS 53 AT 1/4 POINTS W GLASS GLASS TYPE 'C2' GLASS TYPE 'CS' 1"OVERALL INSUL LAM.GLASS 1'OVERALL.INSUL LAM.GLSS 1'OVERALL INSUL LAM.GLASS o PRODUCT REVISED as complyying with the Florida H Building Cade �a HOA-No. 17.1226.05 GLAZING OPTIONS Expiration Date 08/0812023 By Mia E7Product Contra m `11111111111/!/// �C FEB] 5 20113 , BE - a _ 0.70592 a _� 6 OF �.k/�� drawings no. I !//1111111j11� sheet 1.1 of 13 HEAD ANCHORS QUANTITY AT STILE ENDS (r t3 ANCHOR TYPE SHIM 'A' •g' ,C, �Y M 42' 2 ANCHORS 81 1/2- 1/4' 4 4 4 z DOOR FRAME WIDTH TYPE'A', 'B'OR'C' DOOR FRAME WIDTH 3/B" 6 6 6 0 I- AT STILE ENDS SEE CHART FOR QUANTITY 1/2 76"MAX 6'MAX. 3• HEAD/SILL 3' 6' 3' IL Do.U.a coi HINGES HEAD/SILL HINGES CORNERS HINGES SEE NOTE CORNERS 'A SEE NOTE A - _ SEE NOTE A IL g g BELOW / 1 BELOW / BELOW G 1L 1 `1L__ O ti ---1 j- e / A - tr' 1 FLBOLT J' 4 Z O 1 sEAIIS k7 II O �i - d �/Y 1 °s 2 �a 3 POINT LOCK 1 ." � a - � x o o _ '�{L•_ e x _ o SEE SHEET 10 t m ty J n II m a J II m m G II m m p II m m m p v C n \?i ii 1 \ 1 i i / \ inc II �\ 1 \\ rn o 0 N.� 1 30 _ u o a L ❑ � b3 1 x ACTIVE - ACTIVE _ NAC Fz 3 0 U.o m g L` mg - B a ald'� o c0 28 1/4" tO 28 1/4' 28 1/4' 1/4- D.L.OPG. 2 ANCHORS D.L OPG. D.L. OPG. TYPE'B' 4 ANCHORS SURFACE APPLIED SINGLE OR DOUBLE DOORS AT STILE ENDS TYPE'B' FALSE MUNTINS WITH SADDLE (ADA) SILL AT STILE ENDS MAY BE USED y$ TYPICAL ELEVATION TYPICAL ELEVATION HINGES. `o g W ( X ) ( XX ) 4'X 4-1/2'BUTT HINGES a5 DOOR OP'�IONS TOP AND BOTTOM HINGES AT 6-7/8'FROM EACH END m z o INTERMEDIATE HINGES EQUALLY SPACED = SINGLE (X) OR DOUBLE(XX)DOORS LOAD CAPACITY-t PSF LOCK SETS: (3)HINGES PER LEAF UPTO 35-LEAF WIDTHS(STD.THRESHOLD ONLY) GLASS TYPES'A',V.'Cl'. 'C2'&'C3' (4) HINGES PER LEAF ABOVE 35-LEAF WIDTHS(STD.THRESHOLD) CC=COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS(SADDLE THRESHOLD) m I FRAME LEAF THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS gL0 a gALDWIN o`q WIDTH(X) ID XX HEIGHT WIDTH ADA SCH BLOW CXL KOD QUAN " "�$=o 37-1/4- 72' 1 96' 1 35' 1 80.0 1 70.0 1 BO.0 80.0 80.0 80.0 80.0 80.0 GLASS INSULATORS: ` u e 42' 81-1/2' 96' 39-3/4' 80.0 70.0 80.0 BOA 70.0 70.0 BO.O - CXL=CARDINAL XL LLIII fIL O K QUAN=QUTANEX DURA.SEAL �� � AN,NOTE VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. QUANEX SUPERSPACER `��'�;.•�OENSE•.,® �� .� r o FEB1 5 2018 - FLUSH BOLTS AND LOCKS MUST BE PRODUCT REVISED No 0592 - .- W - a , ENGAGED TO HEAD AND SILL DURING Build ng Cotle ng with the Florida =S`Y;• \ ;L'T_ � g b NOTE: PERIODS OF HURRICANE WARNING. NOA- " GLASS CAPACITIES ON THIS SHEET ARE ODOR D.L.O. DIMS. Now No. 17-7226.05 =� o �� drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) D.L.O. HEIGHT = FRAME HEIGHT - 12.875' Expiration Date08/08/2023 3.75' DECD FLORIDA BUILDING LARATORY STATEMENT DCA05I DEC-219 D.LO. WIDTH ON D.L.O. WIDTH (XX DOORS) =X DOORS) F(FRAME WIDTH -RAME WIDTH - 25)/2 Miam D roduc contra -//irsS/®�I�jLL1���`\` sh�elt 2 003 I SID4I 165 1/2-MAX. ELITE WIDTH 5 i 42 81 1/2- M' 4� o HFAD SILL SIDELTTE WIDTH T SIDEUE WIDTH SEE CHART FOR QUANTITY 6'MAX. DOOR FRAME WIOTFI 42 3 COF HEAD OC S MAX. 3- 8` 3- IV A7 SNLE&ANCHORS ENDS Q q HEAD/SILLE - _ ANCHOR TYPE CORNERS F A I"S Z a ! SHIM 'A' Au7{ 1/4' 4 4 4 V•�H 4m U I - 3!8" 6 5 $ X 0 9 �... / 1!2" 7 7 - t 1 it t1 0�iu1M // B 1 �� II a H a cc -Tr O a ; T'LUS uN°T BO I� 6 �ti rc DETAIL J ii �+K 0 ro . t SEE SH 11 U Q W�u•F ,..JL... II W r$��y/ 3 OINT LOCK 9 "/�I toa r(� FASTENERS SAME LOCATIONS w / / SEI 9HE l0 'ma y_- 0 ,(Tj� -- AS ANCHORS SHOWN ON .-. o \ ./ ---^ rt-- ==TT-- --- SHEET 2 m a - Ii Ifif j l) 00 r � W If III II .. N I-n G ACTIVE IINACTIVE _ i2 O;N rMI n 37 1/8- 9n'0 r r d 3J D.L.OPG, G B - - j 3 p TYPICAL EI EVATION 37 1/8' 28 1l4" 28 1/4` 37 1/8' 'o 0V D.L OPG, ( O 0.1-OPG. ,L OPG. D.L OPG. SURFACE APPLIED SIDELTrB LOAD CAFACrfY-FSF 4 ANCHORS FALSE MUNTINS OR STAND ALONE STATIONARY PANEL(0) TYPICAL ELI_NATTON TYPE"B' MAY BE USED GLASS TYPES CLASS TYPE GLASS TYPE ( OXXO } AT STILE AND FRAME A'.'B', 'Ct' 'C2' 'C3' MULLION ENDS u a WIDTH HEIGHT Exr(+) Wr- EXT.(+ °ar_ EXT(+) I INT(-) SiDELITE OPTIONS- 80.0 80.4 50.0 80.0 80.0 SO.D o 33" BO.O 1 80.0 1 BOO I son I SO n 80.0 NOTE: 36" 84' THE FRAME AREA OF ALTERNATE SIZE MUST NOT u 80.0 80,0 - 80.0 80,0 80.0 80.0 EXCEED TESTED FRAME AREA o 110.3 SO. FT. 37-1J8' B0.0 80,0 80.0 80.0 80.0 80.0 GLOSS INSSJ,(,/ATQR LIMITATIONc FOR CIb ITP S v$ 39" 8tl.0 80.0 80.0 80,0 80.0 80.0 MMER 714AN a-1/8"ONLY 42" BD.O 80.0 80.0 80,0 80.0 80.0 go-& 96-HEIGHTS c o S 30' B0.0 B0.0 80,0 80.0 80.0 80.0 FOR GLASS TYPES•C2'& 'C3' $- OUANEX DURA.SEAI,&SUPERSPACER NOT ALLOWED 33' 80.0 BO.0 80.0 80.0 80.0 80.0 FOR GLASS TYPE'C3' 0 B0.0 80.0 80.0 B0,0 80.0 80.0 CARDINAL,XL(LIMN'MAX,LOADS TO±70.0 PSF) 111117(1 37-1/8- 80.0 BO,D 80.0 80.0 80.0 80.0 ``�1t,�,pp••��,, IT/r7rr Y F?al....•r�q 39' 80A Ho.O 80,0 BOA 80A 80.0 �t '� �7i FEB 1 5 2019 s� 'cerosF ?B n 42` - - 70.0 70.0 80.0 80.0 ` r 30' 80.0 B0.0 80.0 00.0 80.0 80.0 PRODUCT RISED :• �0 33" 80.0 60,0 80.0 80.0 $0.0 80.0 EVas complying with the Florida ` y Building Code _ d 36' 9$' 80.0 80.0 80.0 1 80.0 80.0 80.0 SI_,O�t„iTE DLO aims, NOA-No. 17-1226.05 37-1/8- 80.0 BO.o 80.0 50.0 80.0 80.0 D.L.O. HEIGHT= FRAME HEIGHT- 12.875" F. piratlon Data08/08/2023 drawing no. 39" - 70,0 70.0 BD.O Bo.o D.L.C. WIDTH SIDELTTE WIDTH - 6' STAND ALONE SIDEUTE ONLY �i O ID,.•' �,�:` 4z" - 70.0 70.o so.o BD.D D.L.O. WIDTH SIDELIE WIDTH - 4.875 SIDELITE TO DOOR ONLY sy r'� A�'!•dtl> i`�` w1J7-�� Mla as roduct an ro �r7h�111111�11\ sheet 3 of 13 DESIGN LOAD CAPACITY- PSF DOOR DOOR DCOR DOOR J DOOR SIDEUTE FRAME SIDEUTE SIDEUTE FRAME SIDELTTE FRAME SIDELNE FRAME �p 4" o SIDEUTE LEAF FRAMESIDELITE TO DOOR MULLION WIDTH WIDTH WIDTH `WIDTH WIDTH WIDTH WIDTH WIDTH tW M (SEE NOTE BELOW) WIDTH WIDTH HEIGHT . Z m R INCHES INCHES INCHES ExT.(+) INT.(-) O 20 z 24 80.0 60.0 30 80.0 80.0 C f f N a 33 80.0 80.0 p / f' i i /i'% /i% �i /S\ o o coa 36 39-3/4 84 80.0 80.0 K / /J / 37-1/8 80.0 80.0 39 80.0 60.0 \ \ \ / O U W 42 1 1 80.0 80.0 24 80.0 80.0 \ \ \ / O o° 2 O 30 B0.0 80.0 O IL a a Q N Oca tj�Y 33 80.0 eo.o (xo (oxo) (xox) N to c n OX Z 36 39-3/4 90 80.0 80.0 ( W z N�o 37-1/e 80.0 80.0 SIDEUTE DOOR FRAME SIDEUTE DOOR FRAME SIDELRE J t7 too 39 80,0 80.0 WIDTH WIDTH WIDTH WIDTH WIDTH Q H l 0 42 80.0 80.0 O 24 80.0 80.0 30 80.0 80.0 33 80.0 80.0 N 36 39-3/4 96 78.3 78.3 37-1/8 77.2 77.2 39 75.4 75.4 \ / \ / oo F O t l 42 1 1 72.6 72.6 c (( )) s O�Nm -(0X0) -' MUWON OXX DOOR STILE ' (OxXO) 3 N M 1 END AN END ANCHORS O OH O SEE SHEEP 3 SEE SHEET 1 3 J 30 If! o�� a 0 LEAF WIDTH = .DEJTE WIDTH DOOR FRAME WIDTH SINGLE(X)42-MAX. g 'g DOUBLE(Xx) 81-1/2-MAX. SIDEUTE TO DOOR " NOTE: GLASS CAPACITIES ON THIS SHEET ARE c h o a BASED ON ASTM E1300-09 (3 SEC. GUSTS o NOTE: AND FLORIDA BUILDING COMMISSION o FOR DOORS CAPACITY SEE SHEET 2 DECLARATORY STATEMENT DCA05-DEC-219 B e=W LL FOR SIDEUTE CAPACITIES SEE SHEET 3. 11111111/�� o . FOR SIDEUTE MUWON CAPACITY SEE CHART ABOVE ITT r77 ' LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDEUTE `�� �R.�....... 7j� n •� OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. PRODUCT REVISED ,� p7!•708g2 as complying with the Florida FEB 1 Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 SYA OF 7. � dr0wing no. By Mia i-Da roduct Control 'rlrllllll11I7\ sheet 4 of 13 1BY WOOD BUCK It Z5i SEE NOTE SHEET 1 OR WOOD BUCK .�i EDGE DIST. OR `� I _ WOOD STRUCTURE METAL CONCRETE•:„d SEE NOTE SHEET 1 STRUCTURE j I MIAMI—DADE COUNTY APPROVED I I Z m 3, EDGE EDGE DIST. I CLIPPED MULLION I °j SEE SEPARATE NOA Lit— F DIM � S n P.0 -oy0 51TYPICAL ANCHORS S AL ANCHORS 0' c�o 7SEE CHORS SEE ELEVATIONS FOR SPACINGSEE ELEVATIONS ®6 O IONS TYPICAL ANCHORS FOR SPACING 0 11 t FOR SPACING SEE FOR SPACING Q o Z Oi N 16N.Rt �Z.m j J Q k� O � N WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS 5 ;, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 8 vi � AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 N 0 W v TYPICAL ANCHORS: SEE ELEV.FOR SPACING 'O N 5 C TYPE A'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4" N`O INTO 2BY WOOD BUCKS OR WOOD STRUCTURES L 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)THRU 1BY BUCKS INTO CONC. OR BLOCKS1-3/4" MIN. EMBED INTO CONCRETE (HEAD)1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) O 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) °R o n 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) PRODUCT REVISED B complying with the Florida d TYPE 'C'— 1/4" DIA. TEKS OR SELF DRIWNG SCREWS (GRADE 5 CRIS) Building code NOA-No. 17.1226.05 a a INTO MIAMI—DADE COUNTY APPROVED MULLIONS Expl-fi.n vat.0810812023 OR INTO METAL STRUCTURES (HEAD/JAMBS) By . (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS Miam-Dad roductControl r m m^ ALUMINUM: 1/3" THK. MIN. (6063—TS MIN.) c N°'m 'A STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) ° (STEEL IN CONTACT WITH ALUMINUM TO BE PLATO OR PAINTED) FEB1 5 2018 ``�1lunul+r�i7�i TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2' MIN. �:•'' cEN3F'••, c INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE.= 3/4' MIN. N 92 "• 9 a WOOD AT HEAD OR JAMBS SG = 0.55 MIN. _ o CONCRETE AT HEAD, SILL OR JAMBS Vc — 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. .1 1qy A OF �<f/� drawing no. ANCHORS MAY BE HEX OR FLAT HEAD. DOOR DETAILS ���"Jo I � �� sheet 6 of13 c j 3/8'MAX. a 22 25 1/2'MAXO LOAD BEARING Ci LOAD BEARING rt SHIM 1 242 SHIM IffY WOOD BUCK SEE NOTE SHEET I z ACTM LEAF W F TYPICAL ANCHORS SEE ELFV TYPICAL ANCHORS FOR SPZNr 0 I SEE ELEV f FOR SPADING 39 7 a 0 Ix IL a 0 36 35 34 7 3 7 3 47 14 4 1% D.L.OPG. 0 tp MEETT AL EXTERIOR Q 6 R 2 STRUCTURE LEAF WiM =I c 0 0 0 1/2-MAX 1/2-MAX LOAD 25 t LOAD BEARING im ) 1 0 x SHIM , f re ©OR -g: OR MASONRY' ACTIVE IN" INACTIVE LW BY WCo6 Buc E c z R TYPICAL ANCHORS SEE L S FOR SPACIN, 2:z 39 7 3635 34 7 3 11 a OPG. TYPICAL ANCHORS VSEE ELEV. NO FOR SPACI LEAF WIDTH EXTERIOR LEAF WIDTH -. ��^m DOOR FRAME WIDTH �11 g'4 N'%j%ji lilt,, PRODUCT RMSED FEJ31 5 as ccrnp1&vq with the Florida 92 sending to.mQA-No. 17-1226.05 Fxpiratlon Date OF DOOR DE�AILS / TYPICAL ANCHORS 4-, | . . i ITEM PART No. QUANTITY DESCRIPTION MATERIAL MFG./REMARKS DUMMY - 1 AL-189 AS READ. FRAME HEAD&SILL 6063-TS KEYMARK/SAPA r�J_^�- l M� O 2 AL-190 AS REQD. FRAME JAMB 6063-T6 KEYMARK/SAPA 3 AL-196 AS REQD. SIDEUTE HEAD&SILL 6063-T6 KEYMARK/SAPA J1 C q$ 4 AL-197 AS READ. FREE STANDING SID0.TTE JAMB 6063-T6 KEYMARK/SAPA ACTIVE LEAF 9 � INACTIVE LEAF Ay'+ 5 AL-198 AS REQD. MATING SIDEUTE JAMB 6063-TB KEYMARK/SAPA 4 4 N 6 AL-193 AS REQD. PANEL TOP&BOTTOM 6063-T6 KEYMARK/SAPA I III III I IREGD! 7 AL-194 AS REQD. PANEL VERTICAL STILE 6063-76 KEYMARK/SAPA _ L� r__ a S N GI 8 AL-199 AS READ. SHEAR BLOCK 6063-T6 KEYMARK/SAPA 1p. 9 AL-191 AS READ. FRAME HEAD&SILL SCREW COVER 6063-T5 KEYMARK/SAPA 0`1 10 AL-192 AS REQD. FRAME HEAD&SILL SLANTED SCREW COVER 6063-T5 KEYMARK/SAPA ()O Li`t 11 AL-121 AS REQD. GLAZING BEAD(7/16'LAM.) 6063-TS KEYMARK/SAPA OPERATION OF DEAOBOLT 31 2 T--7 g. �j o 12 AL-123 AS REDD. GLAZING BEAD(1.000'INSUL-LAM.) 6063-75 KEYMARK/SAPA (WITH KEY FROM THE - 0¢21,0 ~ 13 AL-2D0 AS REQD. SHEAR PLATE 6063-T6 KEYMARK/SAPA EXTERIOR OR THUMBTURN IXTII110R I I 0 W In FROM THE INTERIOR) --- 1 <h Z O q 1 6063-T5 KEYMARK/SAPA ACTIVATES THE THREE-POINT L---- -J 4 g 7 li H 14 AL-195 AS REQD. ASTRAGAL ----- m to_-o 15 AL-SOB AS REQD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK 54PA LOCK MECHANISM IL z D / REGARDLESS OF LOCK SET 16 AL-540 AS REQD. SADDLE THRESHOLD(ADA COMPLIANT) 6063-T6 KEYMARK/SAPA OPTION INSTALLED. a w 2 SECTION AT DEADBOLT LOCK 17 HD-4503PL AS REQD. THREE POINT LOCK ASSY.(AT ACTIVE PANEL USED BY ALL OPTIONS) METAL CGI PROPRIETARY O IB 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 a 20 HD-5455 AS REQD. DUMMY LEVER,AT INACTIVE PANEL LOCK SET OPOON 1 BRASS BALDWIN O 1O 19 0 2326 21 HD-8231 AS REDD. DEADBOLT(THUMBRIRN),AT ACTIVE PANEL C n 22 J10 TOR605 AS REQD. I LEVER LATCH LOCK AT ACTIVE PANEL 23 J10 TORSOS AS REQD. DUMMY LEVER.AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHUIGE ~ 011 3 24 JD60 AS REQD. DEADBOLT(THUMBTURN),AT ACTIVE PANEL w 25 HD-34-10116 AS REQD. LEVER LATCH LOCK,AT ACTIVE PANEL ACTIVE LEAF 71 INACTIVE LEAF C 26 HD-34-10116 AS REQD. DUMMY LEVER.AT INACTIVE PANEL LOCK SET OPTION 3 BRASS,STEEL COPPER CREEK 0 p H N c 27 HD-DB2410 AS REDD. DEADSOLT(TIIUMBTURN).AT ACTIVE PANEL ' iq r_m 28 HD-537 AS REQD. LATCH LOCK STRIKE PLATE S.STEEL - p N M �� M n 28A - 2/PLATE {f8 X 3/4'PHP.FH SMS(STRIKE PLATE ATTACHMENT) S.STEEL - --_ --- ,,-EE----1111 'O 3 C Z 29 HD-538 AS REQD. DEADBOLT STRIKE PLATE S.STEEL - 29q 2/PLATE j8 X 3/4'PHP.FH SMS(STRIKE PLATE ATTACHMENT) S.STEEL - 3 _ Off„ 30 HD-536N AS REQD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI 28 2 Cam?O 31 HD-390P AS REQD. LATCH LOCK&DEADBOLT STRIKE PLATE TRIM NYLON CGI { O 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 /FLUSHBOLT FLUSH BOLT GUIDE(TOP&BOTTOM) CAST(ZINC) CGI 34 HD-CH-108 4/LEAF 4-1/2'x 4'HINGE ALUMINUM CGI PROPRIETARY SECTION AT LEVER LATCH LOCK 35 HD-ABBOO-US32D 4/LEAF 4-1/2'x 4-HINGE BRASS HGER $ 3S HD-AB8OD-US 4/LEAF 4-1/2'x 4'HINGE S.STEEL WAGER 37 03/8'-18 ROD 2/LEAF 03/8'-16 FULLY THREADED ROD(ZINC PLATED) STEEL 38 WS-352V AS REQD. GLAZING BULB(DUROMETER 75/80) PVC PROTOTYPE $g 39 WS-W33321 AS REDD. .187'x 320'ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAS 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR,AT DOOR FRAME HEAD&SILL Pvc — SEALANTS: 41 HD-12-10042 AS REDD. .350'REACH POCKET SEAL(FRAME PERIMETER GASKET) - AMESBURY ALL JOINTS.AND FRAME CONNECTIONS SEALED WITH 42 WS-32011 AS REQD. FOAM-TIRE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY GE SCS2000 SILICONE SEALANT. o 43 HD-CLIP ANGLE 2/EACH 2 x 2 x 1/4'CUP ANGLE(ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM 44 3/CORNER JIO x 1-1/4'PHP.PH.SMS. (PANEL&FRAME ASSEMBLY) S.STEEL — PRODUCT REVISED 11111IIIlTA 45 - SEE ELEV. #14 x 3/4'HH.TEK(MULLION ATTACHMENT S.STEEL - as complying with the Florida `V11 7/ri Building Code �� J� �i 46 8/HINGE.4/CUP $12-24 x 1/2'PHP.FTL UC.THREAD FORMING S.STEEL - NDA-No. 77-7226.05 d* •' �� ,I, •r 47 2/EACH J6 x 1/2'PHP.TH.SMS.(ASTRAGAL ATTACHMENT) S.STEEL - Expiraticn Date Q 8f2023 ''• �••NSF• I n 48 - 1/EACH #10 x 3/4'PHP.PH.SMS.(BOLT LOCK/FLUSHBOLT GUIDE ASSY.) S.STEEL - By FEB 1 5 2018 - No. a }` 49 03/8'-16 NUT 4/LEAF 03/8'-16 SERRATED-FLANGE NUT(ZINC PLATED) STEEL - Miam Dad roduct Control 50 2/FLUSHBOLT ((8-32 x 1/2'PHP.PH.MS. (FLUSKBOLT ASSEMBLY) S.STEEL - 51 HD-DOOR SWEEP 1/EACH DOOR SWEEP(0 TONAL).SECURED W/g6 x 1/2'PHP.PH.SMS. ALUMINUM SCREEN TECH ��K/� d�,fLa�wing nc•1. 52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG(AT DOOR FRAME JAMBS ONLY) NYLON - '�� �•• ••• �'••• ;� yY .3—Q I 53 _ 2/LITE SETTING BLOCKS EPOM OUROMETER BOtB SHORE A A'77��®�jI111L1� \` sheet 9 of 13 PANEL HEIGHT O 0 o 0 o 0 ---- ---- oar q so m z z 12"FROM EACH END,TVP 4east m zo'E'0.;0, '0 gm C. t. :5 0 6 X C6 CA 03 N0 m % Z .1 Cr 0 01 W U, llmll\\ Ei� revisions:dt., at-W-13 SERIES SEHMOL 160 ALUM OUTSONG DDMOR(LU/SJXAJ. R Q RATION AL CORPORATION no oe S r D ion n I ky I 05.14.15 NO CK4NGE M SHEET ENGINEERS&PRODUCT V L4 Cc Windows and Doors, (nc. I E"El-o"M ftos.ls I NO QKANM 1010 9360 SUNSET DRIVE,SUITE�0 C il.16J7 INMAL 00 N.W.NX 25TH STREET MIAMI,FLORIDA (c-4:M353u) 0 F F'Mlei I NO CHANCE WS SKU MIAMI, FL. 33172 lE-L(3O5)264-ft1OO FAX(305)262-6978 NIC — p TEL(305) 593-6590 FAX. (305)593-6592 COMP-ANL\Wl��-OICGJJ ' � 4 .' I L�3,825 �{ 1.788 N 1 n .062 1.625 1.590 ,080 0 2 n 100 N 1.587 4.495 Q y 5.500 O FRAME COVER c QQ DOOR FRAME HEAD/SILL O N LL pi.1 3925 �^7.587 D 2 �I II 0 6 O C eal 7.410 Fes- � 1.625 062 Q 6 z a N_aa t.s25 O TOP & BOTTOM RAIL J m_Q" Q Wm2 � 5500 10 SILL.COVER F.080 m 6.438 w n 075 J c 1.828 465 S p W � .075 1.863 4.495 'p 4 C O=N o 17ss O7 HINGE & LOCK STILE N N� M 3 M O p 3 SIDELITE TOP & BOTTOM FRAME 15 SIDELITE JAMB COVER c z 3 .a 0 .326 C7 p .125 U r-r _070 1.500 .185 .805 .500 '245 II-.6-2t5 1.622-�i r .115 1.060a o O 13 PRODUCT REVISED I; t4 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 16 SADDLE THRESHOLD as complying with the Florida c 6 Building Coda a �S a t.eto 3aos 675 NOA-No. 17-1228.05 g g III- 1.061 Expiration Data 08/08/2023 1.125 r 2.000-1 +N n 995 ,050 By m MIa raduct Control 4 0 0 0 r .120 1.46�2 09D .310 l a a --' 1.184 c .080 4.000 I 00 .ofio .120 4.000 11 GLASS STOP LAM. GLASS A11jI77p� o 4.000 .075 ( ) FEB 1l 5 20110 ... °. ,, a •r .500 •125 .070 -T 505 120 n 2.388 �r 1.465 1.4I65 _ N g2 .420 .995 .082 .050 20° .870 h- ��® A CF •!(7�� drawing 9 no, 11.225 2 4 5 12 1.184 � .;20 OP•'•�\�� W 13-�� I O O DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) rill II0�t�� sheet 72 of 13 j } I � /r • n omn� �m�nz m=�m •\ K O p i 0 y 0 0---------------- }rrrrwr •M—_9 y( y S •\ N \\ _—___u ___- f a ID \ 0 m T 0--f L •\ •\ 00.E � N ZyJ ti 07 O ® 3m �n Zmr+y 0 g a "3O s-rJ - ``�� �� e a m - e n w8 0 N Q1 rp .___-____ -----,-------------------__ a Bate: 01-03-13 revisions: SEItlFS SENTINEL I60 ALUM OUfSWING DOOR Lail.SMl AL-FAROO CORPORATION a re i e escri ion Q C 05.1f.15 ND CHANGE 7115 sHED ENGINEERS&PRODUCT DEVELOPMENT ( c,+ CGI Windows and Doors, Inc. d D OBAS.IS NO CHANCE illrs SHEEP 9350 SUNSET DRIVE,SUITE 220 0 hY TARIO E 11.16.17 GENERAL REMSION 10100 N.W. 25TH STREET MIAMI,FLORIDA 33173 (C.A.N. 3538) r 0213.0 NO CHANCE TN SHEET MIAMI, FL 33172 TEL(3o5)26"100 FA)L(305)262697H TEL.(305)593-55 00 FAX.(305)593-5592 COMP-ANL W13-01CGI