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HomeMy WebLinkAboutFL NOA 20-1118.06 with cover sheet(1) 2118/2021 -Miami-Dade County Miami-Dade County Building Product Control Search Detail Applicant Information FL NO1, ID - Applicant E.S. Windows, LLC Contact Samir Sabagh sef (—Lq(b A,Lol Address 3550 NW 49th Street city Miami State Florida ZipCode 33142 Phone (305) 342-0890 Fax (305) 624-7767 Email ssabagh@energiasoiarsa.com Internet You may also be interested in other N.O.A.files approved for the above Applicant NOA Description Expires 17-1114.11 Series"1600"Aluminum Fixed Window-S.M.I. March/3112021 (library_iproductcontrol/noa/17111411.pdf rat 18-0221.04 Sereis"ES-SW340 Thermally Broken"Aluminum Horizontal Rolling August/25/2021 (library-/productcontro!/noa:18022iO4.pdf Window-L.M.I. 18-0221.05 Series"ES-SW340 Thermally Broken"Aluminum Horizontal Sliding August/25/2021 (library_/productcontrol/noa/18022105.pdf Window-S.M.I. I 19-0528.06 Series"ES-P252 Thermally Broken"Outswing Aluminum Casement August/25/2021 (library_iproductcontrol/noail9052806.pdf Window- L.M.I. 18-0221.03 Ti Series"EL200"Aluminum Horizontal Rolling Window-L.M.I. January/19/2022 (tibrary-iproductcontrollnoal18022103.pdf 1. 17-1114.07 Series"EL-100"Aluminum Single Hung Window-L.M.I. May/412022 (library2productcontrollnoa11 71 1 1 40 7.pdf 17-1218.12 Series EL150 Aluminum Fixed Window-LMI May/18/2022 (!i rary_iproductcontrol/noa117121812.�f 20-0427.11 Series EL400-10 Aluminum Siding Glass Door-LMI July/20/2022 (library_/productcontro11noai20042711.pdf J. www.miamidade.gov/building/pc-result_detail_app.asp?app_alias=102041 1 A 2/18/2021 -Miami-Dade County NOA� l Description Expires 20-1118.06 � Series EL400 Aluminum Slding Glass Door-LMI July/20/2022 (tibrary_/productcontrol/noa/20111806.pdf ' 17-0802.15 Series"ES-9100"Aluminum Outswing Door-SMI !October/12/2022 Ilibrary-/productcontrol/noa/17080215.pdf I 16-Q617.03 Series EL300 Aluminum Swing Door-LMI January/4/2023 (library_/productcontrol/noa/16061703,pdf 17-0505.01 ES Series 6500 3-Track Aluminum Sliding Glass Door-SMI March/2812023 (library_/prod uctcontrolinoa/17050501.pd( 17-0505.02 ES Series 6500 3-Track Aluminum Sliding Glass Door-LMI March/28/2023 (library_/productcontrol/noa/17050502.pdf, 20-0915.02 Series"5000"Outswing Aluminum Casement Window- L.M.I. April/3/2023 (library/productcontrol/noa/20091502.pdf 20-1118.03 T Series"ES-8000"Aluminum Window Wall System-L.M.I. April/3/2023 (iibrary_/productcontrolJnoa/20111803 pdf 18-0129.06 Series 6100 Aluminum Sliding Glass Doors w/Reinforcements-SMI June/14/2023 (library-/productcontrollnoa/18012906pdf (Wet Glazed)-SMI I 17-1218.08 Series"7000"Aluminum Window Wall System-L.M.I. i July/25/2023 (library_fproductcontrot/noa/1712 i 808.pdf 1. 18-0322.05 ES series 6500 Aluminum Sliding Glass Door w/Reinforcements- September/19/2023 (library_/productcontroilnoa/18032205 pd( LMI 18-0426.06 w� Series"ES-6600 Ultra Dry-Glazed"Aluminum Sliding Glass Door w/ September/19!2023 (libral-y2productcontrollnoa/18042606 pdf Reinforcements-S.M.I. 18-0426.08 Series"ES-6500 Ultra". Aluminum Sliding Glass Door w/ September/19/2023 tlibrary_productcontrot%noa/18042608 pdf Reinforcements-L.M.I. 1 17-0505.03 ES 5500 Aluminum Project Out Window LMI October/11/2023 (Library/productcontrof boa/17050503 pdf 17-0505.04 ES 5600 Aluminum Project Out Window SMI October/25/2023 (library_iproductcontrollnoa/17050504 od( www.miamidade.gov/building/pc-result_detail_app.asp?app_alias=l02041 2/4 211812021 -Miami-Dade County NOA Description Expires MQ 17-1114.10 Series"1500"Aluminum Fixed Window-L.M,I. November/6/2023 (library_lproductcontrollnoa117111410. 20-0915.01 Series"10000050"Aluminum Single Hung Window-L.M.I. November/6/2023 ra roductrontrr)llr7nal2nOQll3nl,p 20-1202.06 Series"200012050"Aluminum Horizontal Sliding Window-L.M.I. November/612023 fibrar roductconfrollnoe/20120206.pIf I 117-1218.09 Series 7 100"Aluminum Window Wall System-S.M.I. November/7/2023 li ra roductc ntrnJ)nn;;11712IR0_9. _p4f 17-1218.06 Series"1000WW"Aluminum Single Hung Window-L.M.I. December/1 3/2023 i ra 12roductoontrollhoall 7121806 pdf 18-0905.08 % Series"l 1 OOWW"Aluminum Single Hung Window-S.M.I. December/13/2023 fibra ' roductcontrollhoalI8090508,pdf 17-1226.11 Series*3000*Aluminum Outswing French Doors wl wo Sidelites December/20/2023 roductcontrollnoe17122611.gff (reinflun-reinf)*L.M.I. 180319.09 Series"9000t"Aluminum Outswing French Door wl wo Transom- December"24/2023 ran roductoontroilnoall8O3l9O9,p-!Lf L.M.I, 1. 18-0905.06 Series"4000"Aluminum Sliding Glass Door w/reinforcements- 2S, If roductconlrollnoal18090506.pIff L.M.I. 1. 18-1004.05 TX ES Series 6000 3-Track/Corner Aluminum Sliding Glass Doors August/22!2024 libra ioro_ductcontroYnoaII8100405pdf w/wo Reinforcements-LMI 18 1004,06 ES Series 6100 3-Track/Corner Aluminum Sliding Glass Doors August/2212024 Jj k LbraryZpr ductcontrol/noa 18100406.pdf w/wo Reinforcements-SMI 16 1130.03 ES Series 6000 Aluminum Sliding Glass Doors w/wo September,5/2024 (Library/productcontrof/noa/16113003.pdf Reinforcements-LMI 16 1130.04 ES Series 6100 Aluminum Sliding Glass Doors w/wo September/5/2024 (library, roductcont,,ollnoal16113O04.pjlf Reinforcements-SMI 19-0405.10 Clipped, Extruded Aluminum Tube Mullion-L.M.I. September/16/2024 I roductcontrollnoal19040510 pAf alias=1 02041 3/4 www.miamidade.gov/building/pc-result-detaii-app.asp?app__� 77T' 2/18/2021 -Miami-Dade County NOA Description Expires 19-0516.02 Series"9500"Aluminum Fixed Window-L.M.I. October/28/2024 library_/prod uctcontrol/noa/19051602.pdf 19-0708.05 Series"9500"Aluminum Window Wall System-L.M.I. October/28/2024 (library_/productcontrollnoail907O8O5.pdf 18-0312.02 'T Series"ES-P252 Thermally Broken"Aluminum Fixed Window- Januaryil6/2025 (tibrary1Productcontrol/noa/18031202.pdf LM,I. 19-1015.11 'A Serie"2100"Aluminum Horizontal Sliding Window-S.M.I. February/10/2025 (library_/product control/noa/19101511.pdf 20-0310.13 Series"ES-H340 Thermal"Aluminum Single Hung Window-L.M.I. June/25/2025 (library_/-roductcontrollnoal20031013.pdf 20-0310.14 u Series"ES-H340 Thermal"Aluminum Single Hung Window-S.M.I. June/25/2025 (library_lproductcontrol/noa/20031014.pdf 1. 20-0730.02 Series"1100"Aluminum Single Hung Window-S.M.I. August/11/2025 (library_/productcontroUnoa/20073002.pdf 20 1118.02 Series"ES-8000T Thermally Broken"Aluminum Window Wall August/25/2026 (tibrary_/productcontro!/noa/20111802.pdf System L.M.I. j 20-1118.04 Series"ES-P252 Thermally Broken"Outswing Aluminum Casement AugusU25/2026 (library_/productcontrot/noa/20111804.pdf Window-L.M.I. z _ 20 1116.01 Series"5100 Fixed Casement"Aluminum Fixed Window-L.M.I. September/22/2026 (tibrarylproductcontrol/noa/20111601,pdf 20-1118.05 Series"ES-P252 Thermally Broken"Outswing Aluminum December/22/2026 (Iibrary_iproductcontrol/noa/20111805.pd Casement Window-S.M.I. I Page Last Edited:Wed Jan 25,2017 10:40:17 AM aM" www.miamidade.govfbuilding)pc-result_detail_app.asp?app_alias=102041 M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economv ES Windows,LLC 3550 NW 491h Street Miami,FL 33142 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 th e 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"EL400"Aluminum Sliding Glass Door-L.M.I. APPROVAL DOCUMENT:Drawing No.W16-73 RevB,titled"ES-EL400Alum. Sliding Glass Door (L.M.I.)",sheets 1 through 23 of23,dated 11/28/16 and last revised on DEC 30, 2020, prepared by A1- Farooq Corporation, signed and sealed by Jalal Farooq, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and revision date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1. See Elevations in sheets 1,2,3,4 and anchors requirements. See Header anchor capacity charts in sheet 6 and Glass capacity VS size in sheet 5.Overall Lower Design Pressure(DP)controls for entire the assembly. 2. See sheets 7 thru 13 for various configurations,tracks,pockets,non-pockets and allowable frame area. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,B aran qu ill a, Columbia, S.A.,series,andthe following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA_ ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date maybe displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0617.02 consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA No.20-1118.06 MIAMI•DADE CO ' �G L�y h�� Expiration Date: July 20,2022 "'• • UNTY Approval Date: January 07,2020 Page 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted underprevious approval. A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-73, titled "ES-EL400 Alum.Sliding Glass Door (L.M.L)", sheets I through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by Al- Farooq Corporation, 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)Forced Entry Test, per FBC, and TAS 202-94 6)Large Missile Impact Test per FBC, TAS 201-94 7)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Blackwater Testing, Inc., Test Report No.BT-ESW-17-009, dated 06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification issued on 07/13/17, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017), dated 06/20/17 and revised on 07/13/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glass® (Clear and White) Glass Interlayer", expiring on 07/04/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their"Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co. (MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 11/11/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition(2014) and FBC-61h Edition (2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. L 4y nj, Ishaq I.Chanda, P.E. Product Control Unit Supervisor NOA No.20-1118.06 Expiration Date: July 20,2022 Approval Date: January 07,2020 E- 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(continue) 2. Statement letter of no financial interest, dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 3. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 4. Laboratory compliance statement for Test Report No. BT-ESW-17-009, issued by Blackwater Testing, Inc.,dated 06/15/17, signed and sealed by Dennis Duffy,CEO. 5. Proposal No. 16-1478 issued by the Product Control Section, dated 11/17/16, signed by Ishaq I.Chanda,P.E. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. W16-73 Rev B, titled "ES-EL400 Alum. Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16 and last revised on Dec 30, 2020, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-7th Edition (2020), dated 11/18/20,prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Glazing complies with ASTM E1300-09 &-16. E. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. 4. Notice of Acceptance No. 18-0301.06 issued to Eastman Chemical Co. (MA) for their "Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core", expiring on 11/11/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-7"' Edition (2020) and No financial interest, dated 11/18/20, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. 2. Test Lab Compliance statement,as part of test report. Ishaq 1.Chanda, P.E. Product Control Unit Supervisor NOA No.20-1118.06 Expiration Date: July 20,2022 Approval Date: January 07,2020 E- 2 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. This NOA revises NOA No. 16-0617.02 and updates to FBC 2020 (Th Edition) expiring 07/20/22. 2. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC,dtd 08/03/15, signed by Ms. Carla Garcia(MGR) and Andres Chamorro (Gen. MGR)respectively (original copy in various ES approved NOA(s) files. 1st-7 1 , Ll����� Ishaq 1.Chanda, P.E. Product Control Unit Supervisor NOA No.20-1118.06 Expiration Date: July 20,2022 Approval Date: January 07,2020 E- 3 15" MAX. 6" HEAD TYP. HEAD ANCHORS 6" MAX. 3" AT INTERLOCK ENDS CLUSTER OF 4 OR 6 ADDL. HEAD SEE SHEEP 6 CORNERS PAIR FOR QUANTITY & CAPACITY Z O F- M 2 TRACK 1- W FRAME HEAD Q 2 - a a O tL 0 0 o M z 95 3/8" O > N DOOR FRAME WIDTH � a L- A C O u nM Cf o ul p� o '-M o a � Q o 0 0 PRODUCT REVISED �I �I O N N 0 O t0 as complying with the Florida i Q W D tl. iF Building Code I` �i W N ' c Z2 S NOA-No. 2 0-1 1 1 8.0 6 m t� i i ► M Expiration Date 07/20/2022 Q w 2 X s OE �� j� '� F j; G M Q Miami-Dade Product Control By T �� ,/. _ CDit I� o w \ w \ a. L0 _ z M Z Lf) O z X (0 W J 11 It t I o Q o o 1 13J16" o ____� ___��__= MIN. n i� �i o i� II N M == �C == g DAYLITE OPENING WIDTH: x M i 4i a m w J `¢ PANEL WIDTH - 5.688" M z �__ �� a z -i w co DAYLITE OPENING HEIGHT: `r I - `� o o V) PANEL HEIGHT - 5.813" am PANEL HEIGHT = DOOR FRAME HEIGHT - 1.250" �� ¢ Z B D o s z '' 0 POCKET JAMB FALSE MUNTIN_/� o ANCHORS OPTIONAL 42 1/2" 2 TRACKAME w O LO 42 1 / Q .J 2" D.L. OPG. w W F THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. D.L. OPG. SHUTTERS ARE NOT REQUIRED. 48 3/16" 48 3/16" PANEL WIDTH SERIES ES—EL400 M PANEL WIDTH ALUMINUM SLIDING GLASS DOOR o 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 2 TRACK c �`' FRAME SILL s o REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 6" MAX. v a w 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE SILL SILL ANCHORS m o DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS CORNERS 15" MAX. 6" CLUSTER INTERLOCK ENDS _ CLUSTER OF 4 TO THE BUILDING STRUCTURE. SILL TYP. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS N co TYPICAL ELEVATIO AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE o (D N p � o MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. INSTRUCTIONS: OX o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE CHARTS AS FOLLOWS ��@II III/////' ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. e�0 P� FQq °'° °®A STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED e� ©� '°°°° MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �— ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE ® ��° �,®GENj3 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE USING APPLICABLE ASCE 7 STANDARD. N zn X REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS, No. 2 0 � DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 5 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATIONFOR THE REINFORCING OPTION USED. FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY (1� OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR STEP 3 USING CHARTS ON SHEET 6 SELECT ANCHOR OPTION DEC ® 029 WATER INFILTRATION RESISTANCE ETC. WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED L4� ®�® S ,qgd: kF ��� drawing no. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, IN STEP 1 ABOVE.STEPVALUE RESULTING °.AZI OR►D�.°°° D��� AND TO BE REVIEWED BY BUILDING OFFICIAL. e® °.°° �®®e W16-73 DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. 5 SHALL APPLY TOENTIRESYSTEMROM STEPS 2 AND 3 -////11 NAL��`�� sheet 1 of 23 Cn V W 15" MAX. 6" HEAD Typ HEAD ANCHORS AT INTERLOCK/ASTRAGAL ENDS 6" MAX. cO 311 CLUSTER OF 4 OR 6 3 HEAD ,``� z A DDL. SEE SHEET 6 Z CORNERS PAIR ::� FOR QUANTITY & CAPACITY r Z w m M Z - o _ y a 2 TRACK Q 2 N �_ __-i FRAME HEAD rj L � Q ,_ M 6„ O > N 189" TYP, M QW H W DOOR FRAME WIDTH C M A C vnU!' p a o z `� = m PRODUCT REVISED J 8 0 a - _ as complying with the Florida z M - us m K - II-_-_ � �x m Building Code Q m `� ~ x cU II II i i i. "�Q NOA-No. 20-1 1 18.06 X = E ii%% it F /� � a Q / c� -==lr .= t�== // // Expiration Date 07/20/2022 ao O /� w i�, ice, - _� o I Z of M = L i O =_ By n Q o ==1�===�-___ Miami-Dade Product Control U Q -� J II 11 o L, 0 Z o0 0 11 1� 1 13/16" o a MIN. o a II I� V II II :!s X --IJ ====�1=== U I- L< .I W < Z M II i� aZ z _�-___ = �O can U? 0 O i fI 0 rn U J Q M CC) Do - � POCKET JAMB FALSE MUNTIN w U} o Q ANCHORS OPTIONAL 42 1/2" 2 TRACK iW 42 1/2" D.L. OPG. FRAME JAMB D.L. OPG. 48 3J16" 48 3/16" PANEL WIDTH v PANEL WIDTH M 0 o U N C N 2 TRACK o FRAME SILL U a o I F 6' MAX. tO SILL ANCHORS SILL r2 AT INTERLOCK/ASTRAGAL ENDS CORNERS 15" MAX. 6 TYP. CLUSTER OF 4 SILL Uj n o C � N N O to n -- TYPICAL ELEVATION 1►I II►to a'�� o Q yOGEYd I l N II No.81223 O 2 .Y DEC 3 0 202 °�= N " U ®© S E °°�` drawing no. ®� ZORI W16-73 sheet 2 of 23 HEAD ANCHORS w 15" MAX. 6" M AT INTERLOCK/ASTRAGAL ENDS rt HEAD TYP. CLUSTER OF 4 OR 6 �O 3" SEE SHEET 6 00 ADDL FOR QUANTITY CAPACITY Z M ti 6" MAX. PAIR 0 Z N ¢ HEAD CORNERS M �- 3 TRACK a 2 N ! J ! . . FRAME HEAD O: O C y c O Cq -� - 6" W W 279 9/16" TYP. C E- DOOR FRAME WIDTH O t t=I1 rM A C v c >� C0 �M S p a.po a O '3ta Z-1N W ti to Z •= M J 00Q II II Q W 0 F m 1/ -__{l -__�� -- r\ -II � -II--- X M ,. it M a DE - if 00 to 8 O U w \ w \ a !I 14 co00 Q o re) Z: Un 0 ¢ o w o w II II `4> 2 3/8it It " 0 Z It 14 MIN. o OQ II II (n II II L I J J X Li Z W I t It gz of U" �Z 1L p In to n = 0 o) M U') Z3i J 2 PRODUCT REVISED lY`� �' z 0 POCKET JAMB FALSE MUNTIN B D as complying with the Florida Vy � g ANCHORS OPTIONAL Building Code w W to Q w 42 1/2" NOA-No. 20-1118.06 3 TRACK 1) " D.L. OPG. FRAME JAMB 42 1 f2 D.L. OP- Expiration Date 07/20/2022 48 3/16" By 48 3/16" PANEL WIDTH Miami-Dad I S�< I Loge 1 PANEL WIDTH Miami-Dadd e Product Control z w U m O N O } f'. ` i `� `� 3 TRACK o FRAME SILL o U r- 6" MAX. z SILL ANCHORS a� (X ) LO SILL 001 15" MAX. L�6- AT INTERLOCK/ASTRAGAL ENDSCORNERS SILL CLUSTER OF 4 i/i h N N Of 0 ty •- O TYPICAL ELEVATION �' s OXX—XXO ` I� 11/j'/OC �s ¢ m w v s N 00 Q No.81223 ® ^ rrl a o DEC3qry DE 0 2QGtI �� sr ^ �t� drawing no. tlGtl ® 'Pt0Rt®� W16-73 !`1111111 3 15" MAX. 6" Uj Uj HEAD ANCHORS HEAD NP• AT INTERLOCK/ASTRAGAL ENDS y 3" CLUSTER OF 4 OR 6 00 ADDL. SEE SHEET 6 ,-� � 6HEA0' � z PAIR FOR QUANTITY & CAPACITY Z z CORNERS _ g - - - --� Z "' ff —. . cif I 4 TRACK a g N ` . . . . . . . . . i i FRAME HEAD 0. iF 0 Li —_ — 6" � w t°v` not 0 370" TYP. d N W DOOR FRAME WIDTH � G - U. 01-M A C voW� pro ''-M o p (L 0 v4 .I I, 0 0 j N (l II W N LL^ O II II U. Z O ll II CS � I( - z M a W ff O X 0 ii ii F F F F Q � aD 0 0 I Z I I /� I I a w f/ 2 �c O %� %� �� = co Q =-==!:FI 91F=== p "� v sI 0 w 0 -j M u n a 2 15/16" 0 0 0 0 II 11 0 MIN. II II � II li (n � x v) II II m --I w y mw 11 II ----ll- Q �- a o J - ---9 io CV 0 I I. � d �n D 0 . M Q o 00 Z 6B 0 p PRODUCT REVISED �_.�,_!_,�_—_� � 0 � —i as complying with the Florida - D O 3Z � o POCKET JAMB Building Code 4 TRACK w O ANCHORS 42 1/2" NOA-No. 2 0-1 1 18.0 6 FRAME JAMB v) N Q 42 1/2" D.L. OPG. w W ~ D.L. OPG. Expiration Date 0712012022 48 3/16" By I se,7 I LLRn� 48 3/16" PANEL WIDTH Miami-Dade Product Control PANEL WIDTH w m � 4 O O 4 TRACK " o y a I 1 1 t I I FRAME SILL o o 6" MAX. —_� Z SILL ANCHORS a SILLh 15" MAX. �6'�AT INTERLOCK/ASTRAGAL ENDS CORNERS ,O SILL TYP. CLUSTER OF 4 � � N TYPICAL ELEVATION � a o oxxx—xxxo t11l11lII/)® sv 0co a m 1 N�! N � ! Ir Gm®. ui a 3 ® L'S 2g2g 0 STATE drawing no. W16--73 �0>��10dyA1� °°°° sheet 4 of 23 DESIGN LOAD CAPACITY - PSF 3/16" TEMP. GLASS V N w INTERLOCK & INTERLOCK & M ASTRAGAL STILES ASTRAGAL STILES 1 AVERAGE DOOR FRAME WITHOUT REINF. WITH REINF. 3/8" AIR SPACE tO PANEL WIDTH HEIGHT INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS Q � z 30 60.0 60.0 80.0 80.0 r V Q .090" Interlayer .090" Interlayer I• W cD d 36 60.0 60.0 80.0 80.0 Trosifol PVB Trosifol PV8 +Q N 42 60.0 60.0 80.0 80.0 By `Kuraray America, Inc.' By 'Kuraray America, Inc.' 0 O� o Ov OR O m N a 47-1/4 82 60.0 60.0 80.0 80.0 .090" Interloyer .090" Interlayer W w 48 59.1 59.1 78.8 78.8 SentryGlas SentryGlas Q � U. By `Kuraray America, Inc.' By `Kuraray America, Inc.' t- = 54 52.5 52.5 70.0 70.0 OR OR t` 60 - - 47.3 47.3 .090" Interlayer .090" Interlayer 0 >M Saflex Clear And Color Glass Saflex Clear And Color Glass Q'0 -M C 30 60.0 60.0 80.0 80.0 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Q IL p 4n 4 36 60.0 60.0 80.0 80.0 OR OR Q o�J 42 60.0 60.0 80.0 80.0 .075" Interlayer .075" Interlayer N ,D Saflex CP With PET Core Saflex CP With PET Core � Z C- N 47-1/4 84 60.0 60.0 80.0 80.0 By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Q W y LL p 48 59.1 59.1 78.8 78.8 (7 0 m 54 52.5 52.5 70.0 70.0 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS Q W M tW- -U 60 - - 47.3 47.3 30 60.0 60.0 80.0 80.0 w w 36 60.0 60.0 80.0 80.0 z m I m - "' I 42 90 60.0 60.0 80.0 80.0 : N M1 ij !j M2 II I4 I -j o!o I I 47-1/4 60.0 60.0 80.0 80.0 ti I� I� o II li of tD 48 59.1 59.1 78.8 78.8 M h. M {. ( 1. o 54 - - 52.5 52.5 o 11 i I III � M 30 60.0 60.0 80.0 80.0 a 7 X 36 60.0 60.0 80.0 80.0 0 o U y- L o -I 42 96 60.0 60.0 80.0 80.0 o Z_ -� W 47-1/4 60.0 60.0 80.0 80.0 w V) V) 0 48 - - 59.1 59.1 PRODUCT REVISED 30 - - fi0.0 60.0 as complying with the Florida U Building Code GLASS TYPE 'A' GLASS TYPE `A1' < _� o 36 - - 60.0 60.0 NOA-No° 20-1118.06 '0 Z -I 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS 42 102 - - 60.0 60.0 Expiration Date 07/20/2022 w 0 47-1/4 - - 60.0 60.0 48 - - 59.1 59.1 By s�=� I n� GLAZING OPTIONS ' � 'r a Miami-Dade Product Control w Ld n ~ 30 - - 60.0 60.0 36 - - 60.0 60.0 42 108 _ _ 60.0 60.0 Ln z 47-1/4 - - 60.0 60.0 3/8" AIR SPACE CONSISTING OF: N Eit E7 E,1 E7 E79 SPACER: o � o 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' v a a AROUND THE PERIMETER OF THE GLASS. NOTE: PERIMETER SEALANT: GLASS CAPACITIES ON THIS SHEET ARE SILICONE � BASED ON ASTM E1300-09 (3 SEC. GUSTS) DOWSIL 791 N � .- N AND FLORIDA BUILDING COMMISSION GE 2000 .5 o 0 E7 E„ E12 , E,9 E7 E„ E,2 , E19 DECLARATORY STATEMENT DCA05-DEC-219 IIIIIIIII/,/ o ¢ m INTERLOCKS ASTRAGAL INTERLOCKS ASTRAGAL �Q\v�®� �j O✓B✓i®® _ W/O REINF. W/O REINF. WITH REINF, WITH REINF. ......... i ro II o Of DOOR FRAME WIDTH % N AVERAGE PANEL WIDTH - SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF DEC 3 ® ° 23 " NUMBER OF PANELS DESIRED GLASS SIZE AND REINFORCING TYPES. U SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACITY. �® STATE �2g�\ drawing no. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART , ° DOOR HEIGHT AND WIDTH SIZE MUST COMPLY OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. e®��� °°°° �Sj�®a` W16--73 EGRESS REQUIREMENTS PER FBC AS REQUIRED. °®o`"fill 11w°®\ (sheet 5 of 23 HEAD ANCHOR LOAD CAPACITY - PSF w r' ANCHOR TYPES 'A' & 'B' ANCHOR TYPE 'C' A7--J 1/4" MAX. SHIM 3/8" MAX. SHIM 1/2" MAX. SHIM 3/8" MAX. SHIM Z, � qry j 0,5 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 6 ANCHORS ® F, M (D za AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. AT MTG. '� Z N 1 AVERAGE DOOR FRAME STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS STILE ENDS Q 2 2 PANEL WIDTH HEIGHT EXT. (+) EXT. {+) EXT. (+) EXT. (+} EXT. (+) EXT. (+) EXT. {+) EXT. 0v too INCHES INCHES INT - INT, - INT. - INT. - INT. - INT. - INT. - INT. - 0 w N M 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 L a F 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 LL 42 80.0 80.0 80.0 80.0 71.5 80.0 80.0 80.0 O V ti V d ui a 47-1/4 82 80.0 80.0 80.0 80.0 63.6 80.0 80.0 80.0 O > M p 48 80.0 80.0 80.0 80.0 62.6 80.0 80.0 80.0 0 d 0 cep 54 80.0 50.0 71.6 80.0 55.6 74.2 72.7 80.0 o W N 60 72.7 80.0 64.4 80.0 50.1 66.8 65.4 80.0 O N Q M D U) rpi UJ 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 _ 02 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 j 0 Q -1 42 80.0 80.0 80.0 80.0 69.8 80.0 80.0 80.0 Q w 6> ~ 47-1/4 84 80.0 80.0 79.8 80,0 1 62.1 80.0 80.0 80.0 48 80.0 80.0 78.6 80.0 61.1 80.0 79.8 80.0 PRODUCT REVISED 54 78.9 80.0 69.9 80.0 54.3 72.4 71.0 80.0 as complying with the Florida - Building Code 60 1 71.0 80.0 62.9 80.0 48.9 65.2 63.9 80.0 NOA-No. 20-1118.06 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Expiration Date 07/20/2022 0 36 80.0 80.0 80.0 80.0 76.1 80.0 80.0 80.0 a o 42 80.0 80.0 80.0 80.0 65.2 80.0 80.0 80.0 By sc<� f Ltiyn-IS N g0 Miami-Dade Product Control 47-1/4 80.0 80.0 74.5 80.0 57.9 77.3 75.7 80.0 CD X 48 80.0 80.0 73.4 80.0 57.0 76.1 74.5 80.0 0 -1 w z -I W 54 73.6 80.0 65.2 80.0 50.7 67.6 66.2 80.0 Q 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 N - �; 36 80.0 80.0 80.0 80.0 71.3 80.0 80.0 80.0 42 96 80.0 80.0 78.6 80.0 61.1 80.0 79.8 80.0 47-1/4 78.9 80.0 69.9 80.0 54.3 72.4 71.0 80.0 CD Z O z O 48 60.0 60.0 60.0 60.0 53.5 60.0 60.0 60.0 -It w a 30 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 Q 36 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 4" LiM F 42 102 60.0 60.0 60.0 60.0 57.5 60.0 60.0 60.0 47-1/4 60.0 60.0 60.0 60.0 51.1 60.0 60.0 60.0 48 1 60.0 60.0 60.0 60.0 50.3 60.0 60.0 60.0 `^ Z Z U 30 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 m 36 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 N 108 N 42 60.0 60.0 60.0 60.0 54.3 60.0 60.0 60.0 - � o Er 47-1/4 1 60.0 1 60.0 60.0 60.0 48.3 60.0 60.0 60.0 a o U N a SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY. N Sv � O N Q LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. �11 I t I I e® m 0 ,00 m � a a �P �c 3 � zoza drawing no. ®��/,®1�N sheet 6 of 23 DOOR FRAME W. LU w - � M n I c0 Z = E i3 ii G z Z w M F 4� .. MAP Q W 1 o Q a .4 N Q Q W N M O N X EXTERIOR a W h a OX (SHOWN) Q U N M XO (? oWri DOOR FRAME W. O it Ir a Q a Q r --- Z 0 N Q W W to WN O H G — � ZG2 J F NOTE: Q w 0) 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. o 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. _ 0 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. 00 U) Un EXTERIOR to XX (SHOWN) o � DOOR FRAME WIDTH V PRODUCT REVISED U a as complying with the Florida —I j Building Code z _J W fl 0 NOA-No. 2 0-1 1 18.0 6 = (E i, to V)(n N Expiration Date 07/20/2022 By s�<� f. LL�n s Q Miami-Dade Product Control o Z 3 tO o3zLL- o J Lo Q J EXTERIOR ILLJ OX—O (SHOWN) O—XO OR FRAME WIDTH ral U W m 2 W 0 N 0 0 0 F N 0 W r- g v = w F c F m o 0 0 r N O EXTERIOR � o OX—XX (SHOWN) XX_X0 FA OXX—XXO �\�D ®1GENS�`°°°op®a ado FC, ®\ �° 0 � � APPROVED CONFIGURATIONS No. 23 DECoe o NON—POCKET DOORS �go�� _ e o y C O W O V TWO (2) TRACKS STATE tea drawing no. ® °°°° � ®�� °° ®fit® o\ W16-73 ��®�YAL e\\°® sheet 7 of 23} OOR FRAME W. DOOR FRAME WIDTH V) v w (0 r-� I I H G j Q Z % g l a :' j ¢ 1 a Q F z I r-Qp K a I ZZ Q I a¢ K I p0 Z M N Q � I ZZ 1 9 1 ~OZ Cm � i ZZit ��Fyy' N a 0 1 Y= I 0 O I r,D 1 YIZ- li O p 0 Q rl 0 1 0 I -- 0 O aU Q W a 0 o L- - -_ o .. k: W( ao QEXTERIOR 1`____ EXTERIOR cv CNI 1 7::� ­ , Q U N ti XXP (SHOWN) PXX (SHOWN) v 0 >M XXP Q' o ur M ° DOOR FRAME WIDTH Q IL Q 0 rf C O 1 Q W 3 lei 0t0 Q w I lY !i it ii ii I d Z 0- w 1 ¢ �• /• r 1 Q W M F- 1 00 a G �a a I Zz I ZZ I (f) 1 O 1 r.1= I Y� O I Y F- 1 O _ ao 1 EXTERIOR M -- Off O 0 PXX—XX (SHOWN) NOTE: o to 0 XX—XXP 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. to 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. c� U DOOR FRAME WIDTH J FLL - 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. z —1 w I v) V) 2 --- ? O0 to I a ! I a¢ _Z co 4� a i ZZ LL LL Zo o Z I N J v W � LU01 EXTERIOR PRODUCT REVISED as complying with the Florida PXX—XO (SHOWN) Building Code OX—XXP NOA-No. 20-1118.06 = W Expiration Date 07/20/2022 N o DOOR FRAME WIDTH C N By .0 � �o Miami-Dade Product Control = W I U o I r---- - � z 5 r- = F- 1 Z Z C W N GI OZ F o I Z I W N p o O I rit= I v� m o 1 p w Ia o ; c a m `---- EXTERIORdiCEN��°° p®'® m ® a 0 0 N Q' PXX—XX (SHOWN) �® 1 F XX—XXP _ PXX-XXP DEC 3 a m O Y APPROVED CONFIGURATIONS POCKETED DOORS ®®�.° STATE • �� drawing no. TWO (2 TRACKS ®`��1®..... e� W16-73 '1111111111��\ ` sheet 8 &23 DOOR FRAME WIDTH NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. m 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z Goo i REQUIREMENTS SEE SHEET 5. O z 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. � M N a W Q G Q NCL a a z 0080 ) O W cv •. O d N 0 mod IL EXTERIOR O j M OXX (SHOWN) M M C XXO O n. c c vi 003trz PRODUCT REVISED X z o N as complying with the Florida Q W D a E Building Code LL. Z N= o o< M NOA-No. 20-1 1 18.06 0 c o J Z M W OR FRAME WIDTH Expiration Date 07/20/2022 Q W 0 _ By 1 St=7 1 «gn k - Miami-Dade Product Control H 2 W j j Q' M 0to <t G 0to =0 a O of v 0 g X 0 J 0 w z w 0 0' EXTERIOR t- N XXX (SHOWN) N 3 0) n M a M 0 Z � J "' 3 z U- J O VS O Q J - W S !mi N O OZ O C : N W O U Z 0 DOOR FRAME WIDTH EXTERIOR Z =3 2 N rn F F o `���111811/yid, 0 0LCI'1'1 0 a`®` �r�.........� � '®s 0 °• ® o 0 co a ® ° 1 Cq i t Of ® No. t OXX—XXX (SHOWN) DEC ` m 0 m a� XXX—XXO �� ;° OXX—XXO ®� �e APPROVED CONFIGURATIONS ��°.°°° � F �� drawing no. D XXX—XXX NON—POCKETED OORS ���� °.,eOt14D°°°° D�o W16-73 THREE (3) TRACKS lifill t� �`\ (sheet g of 23 DOOR FRAME WIDTH NOTE: M 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS 3 I a REQUIREMENTS SEE SHEET 5. Z Io M F C z � . . Na G iZ� I oo I �� n. " 0 l z z �' �' G' I O O`p U OfI to 10 La O Wry M O I Yz I W o i ao ! o ~ U. �� `®�.____ � - - EXTERIOR v Uf PXXX (SHOWN) M o XXXP a c o a W y C I � ? 02 � 0 '� zMa w Iro IZz 1�D) I 1 Y FF--- 00 d O to I O DOOR FRAME WIDTH EXTERIOR o 0 UJ M N v fomaaa— PRODUCT REVISED o U � U< F I K J as Building p complying the Florida z J W � NOA-No. 2 0-1 1 18.0 6 W I j, j, j. .i, .i, .i, aF-Z G- � a � � 44 Expiration Date 07/20/2022 = 7O dam- � Lo O I Cif By S�=� I L�gn� J Q M o0 Miami-Dade Product Control 0 _ Q Z i I 3 z ' a 0 i a.O W v PXXX—XXO (SHOWN) w W r7 ~ OXX—XXXP 5i--- I � IQ C I ~o LU = m ZZ N O I V) No I (n C N Y Y-= Li O 1 F , r UP6 z i ¢ Ia0 N� o { N o a I z � DOOR FRAME WIDTH EXTERIOR n_ o paooc 0 Q � O F FAO x K i %' F i.' J F H F % LU co I Zz F No.81223 ®�.� o no 0 3 0 �p�p v q v APPROVED CONFIGURATIONS :®°°° S ^°��� drawing no. PXXX—XXX (SHOWN) POCKETED DOORS Ac®�l®°°° °� `` W16-73 XXX—XXXP ��� I� ` PXXX—XXXP THREE (3) TRACKS ®fitiIf111% 0 3heet10ofQ3 UW W M DOOR FRAME WIDTH _ NOTE: I 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. OD -. 3 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z M REQUIREMENTS SEE SHEET 5. 0 z M M us cp a 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. Q g '� N wCL F F F 0 2N` 0 O aUjN o Mo d U. 0 M >M OXXX (SHOWN) a d ¢ XXXO EXTERIOR 0 a?j N 0 Q W M U. LO Z �'' M J (0Q .3 DOOR FRAME WIDTH Q w — PRODUCT REVISED as complying with the Florida Building Code NOA-No. 2 0-1 1 18.0 6 00 Ln H Expiration Date 07/20I2022 n i- < F F F By I S�'=7 1 Lhnk X Miami-Dade Product Control a a 0 o X c� (� U J z —j w XXXX (SHOWN) EXTERIOR (n C 0 0) p Mm ao Z 3z � o _ W vi w Ljtog I-J U W d3 N � O N 0 C N Q W O U Z O = W � U Q 0 o a z � EXTERIOR DOOR FRAME WIDTH �y o N N 0FA d\GEIV,4�C u a G '� �'� � ® t �T i N®. 3 _ � a a r DEC 0 2020 p O (�.� Y �p�1u 'C to 'D U APPROVED CONFIGURATIONS ®®°t°° STATE F �2p1. drawing no. XXXX—XXXO (SHOWN) NON—POCKETED DOORS '�� °`°����, W16--73 OXXX—XXX0 FOUR (4) TRACKS ®�'°�®® ��`°�` XXXX—XXXX ®A t I t t t\\\\ sheet 11 of 23 VLd �. W M DOOR FRAME WIDTH rj I----- p 1 I Z CO % I I o co ff M Q w j K Fd G I QQg Nt O o� p 0 z z ¢ Q. W M yQ( OO I �_ � Zz SOH 4 I I v~ IL= DU :0,n I aO i Y v u!vi `---`-i a O th O PXXXX (SHOWN) L------ ,1 0 (L 0 < XXXXP `} � � z° � 'Qwou. to wN e. o NOTE: Q W 0 ul PRODUCT REVISED 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. as complying with the Florida 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Building Code REQUIREMENTS SEE SHEET 5. ^• ao NOA-No. 2 0-1 1 18.0 6 — ,n 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. U) Expiration Date 07/20/2022 v 1 00 By s�G� I L�hn? 0 0 Miami-Dade Product Control o o 0 cn �V�[) —J X U ._j z -J W o Of I----- - _. _j U? U N - � 0) � Ln I �- a o J ( . 0 � (n Q J I O z N} I IrjT) I = Y n0 I C U ---- LJ m EXTERIOR o (n N O DOOR FRAME WIDTH o ~ N o LS _ z r^— ..--- L = I U Q I N O a I z 7, ~ K W 1 as F F F �' %' F �' F �' F Q N (ifI 0 o o o ZZ0 O I N o o a .- 00 m I 0 CL O ®�® �Ir"�<...Q�Do�O to ® m Cf PXXXX—XXXO (SHOWN) No. 3 , OXXX—XXXXP m 3 a L a� �^ APPROVED CONFIGURATIONS rin►.iS TAT drawingno. POCKETED DOORS ®� p ® r , ORt0 D FOUR (4) TRACKS ®, �5�������,�®® W 16-73 -------------- ir!l 111 tt sheet 12 of 23 UW NOTE: W 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. � 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS -� REQUIREMENTS SEE SHEET 5. Z z 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. w M Q 2 N M O W N M O N X > Q dot a 0 U)M C� oWvI pr Ir M o 0a. oa PRODUCT REVISED � (4 0 C as complying with the Florida Building Code Z N= C NOA-No. - � � 02 M JzMQ .i Expiration Date 0 7/2 0/2 0 2 2 Q w g By 15t"7 I.L�gnk Miami-Dade Product Control J � v I 00 of (MO O 0 117 O (n M V) v -7 X C� lQ z —j w o � M V) 0rn LO J Q W M I O Z � J O C) j_1__ � 1 laI I OoQ I IZZ U~ V m I 0 Ia0 cS o0 p � N L---- W O EXTERIOR ¢ B N U 0 (D o a_ DOOR FRAME WIDTH Z f71 I r_ o= � N OS Q O H I •� O .- K 1! FA 0 I �� N o I �� No.01223 r ao PXXXX—XXXX SHOWN flPPROVED CONFI 1RATInr.1 '°'�'e 30°° STATE ^°��® drawingno. _ (SHOWN) _POCKETED DaoRs �d�Q . �t®R►�N.• o�0 Px xx xxx P FOUR (4) TRACKS '®,, a®N��°�� W16-73 �e�ra'l l l llta° sheet 13 of 23 TYPICAL ANCHORS w S)�PZIJ' EV. TYPICAL ANCHORS M FORNG SEE ELEV. z FOR SPACING rn it X m 1 BY OR 2BY z co 3 X = EDGE DI1 13/.16" WOOD BUCK = Z M ¢ m vW MIN: am Ufa H a z W= A. a .dn ,� M W OM Q W °° I °° +� �''W 1 13 16" CONCRETE N \ d ,, ° iv 0 EDGE DIST. / 3 KSI MIN. N N /n ° a Q �u \J de e < MIN. do a /�Ny a jn O e N �d I x E1 M14 M14 � ~p H LL Q UNM I E1 I M5 p W m O IL Q Q I p M 13 _j C I� I[III E8 M woo IX Z N I I I E16 I 1 1 a UJ D li M13 `I. W W o M I I ( 1 1 ij l Q W M FW I I I I I I E4 I I li II I I 1 1 II I I I I I 1 1 I .I PRODUCT REVISED = ,00 jj ij j I I I I as complying with the Florida I I I j j 1 I I 11 ii Building Code I 1 1 I I .I I I I Ij Ij NOA-No. 2 0-1 1 1 8.0 6 ce 00 0 I: {: 0 Expiration Date 07/20/2022 ^1 i I 0 I I I I II II I I I I 1 j 11 I By ~_a: 1 _ Miami-Dade Product Control I 1 I I:ii ! li i zJ W=0 ! x o W a o W a z in 0 a I 1 1 I: 0 W I 1 1 j! j! j! a ¢ M M p {! U 0 I 1 1 jl jl jl _Z PO I I O _i I 1 ! 11 j I 1 1 jl Iljl �SZ {' n I 1 1 Ij ji I 1 1 j I j _j 0 1 I I !jy i i i II Ijl W � 0 — I I I 1: I 1 1 II jl jl N L Q I 1 1 j! jI 1 I I I jl jl W W H I I I I I I II Ij I I I !1 II I E15 I I I !I I !1 I 1 1 I: I: !: N I I I I I I I! I! I! w M13 I I II Ij I 1 1 m I I I L E9 E2 M13 E17 a ` O U oNO Lj o M12 I� O E17 f- omit a 1�161 II 4 11 O E18 w_ - .: - o NN 7j n MS E2 o o ° .. -- --- -,..-- - ------ --- a 1 A 111111// a m CONCRETE d I CONCRETE° I °° ��®`���'•FA4, x 3 K51`MIN.." . .° 3 KSI°MIN.. 1^ 3 16" �� �; °°° ®GENE ° 1^ ]�/�16" POURED & HARDENED x < ° HIGH STRENGTH GROUT ° 1 / ® ° AMN" NON-SHRINK, NON-METALLIC IMN•. _� o a ao a \ f'c = 5000 PSI MIN. EDGE DIST. o EDGE DIST. DEC�s ,'� qq No.81223 NOT BY 'E.S. WDW.' MUST TRANSFER SHEAR N LOADS TO STRUCTURE ° TYPICAL ANCHORS ��°°° STATE drawing no. TYPICAL ANCHORS SEE ELEV. °t®�1t��°`°° °I#• W 16-73 SEE ELEV. FOR SPACING �//�� °°°°' ��``` FOR SPACING /0�'10NAL S�®\` sheet 14 of 23 V � w METAL A7J I Uj STRUCTURES t0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING EDGE DIST. MIN o� EDGE DIST. 1 13/16" 1/8" THK. Z co% m z o MIN. 0 H AT HEADF. w � a TYPE 'A'- 1/4" DIA ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) Q (L Q ,�^� o INTO WOOD STRUCTURES ` 0 w C` m 2" MIN. PENETRATION INTO WOOD c� � a a = Z w La l THRU 1 BY BUCKS INTO CONCRETE I W ° a tO w a CO Q N M LL 1-3/4" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. m w a M �, v o w i THRU 2BY BUCKS INTO CONCRETE ( a w N w v=i ( 0 Q M I 1-1/2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIS0 T. �� `�' o� o `n M Q 0 TYPE 'B'- 14" DIA ULTRACON+ BY 'DEW_ALT' (Fu=164 KSI, Fy=148 KSI) __ N o DIRECTLY INTO CONCRETE TYPICAL ANCHORS TYPICAL ANCHORS ; ---------- -�---~ SEE ELEV. SEE ELEV. I I MIAMI-DADE COUNTY APPR'D MULLION I I w fn O 2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. I FOR SPACING FOR SPACING �j SEE SEPARATE NOA ii J z g w TYPE 'C'— 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) I i{ — -- - I i Q w °i ~ INTO F.B.C. APPROVED MULLIONS l {L _— L- -- + --� OR I ., co INTO METAL STRUCTURES - (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE J { ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) v 00 � M STEEL: 1/8" THK. MIN. (Fy = 36 KSi MIN.) O — (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED} — o 0 M V — — — — — AT SILL — — — TYPICAL ANCHORS U FTYPE 'B'- �4" DIA. ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) PRODUCT REVISED SEE ELEV. z J w as complying with the Florida FOR SPACING DIRECTLY INTO CONCRETE Building Code �' � 1-3/4" MIN. EMBED INTO CONCRETE NOA-No. 20-1118.06 N � 00 Expiration Date 0 712 0 l2 0 2 2 :D O — — — — — AT JAMBS — — — — — By I s�<� I L�Rn� _� o z �i TYPE 'A'- 1/4" DIA. ULTRACON+ BY 'DEWALT' (Fu=164 KS(, Fy=148 KSI) Miami-Dade Product Control '�► Z �` o } bi INTO WOOD STRUCTURES Ln 2" MIN. PENETRATION INTO WOOD i Q J w Wig rw- THRU 1 BY OR 2BY BUCKS INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. EMBED INTO FILLED BLOCKS Z M TYPE 'B'- 1/4" DIA ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS Cq N 2" MIN. EMBED INTO CONCRETE o 2" MIN. EMBED INTO GROUT FILLED BLOCKS , W o U a a TYPE 'C'- 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WDW.' OR MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. o INTO METAL STRUCTURES L (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) ~1itltaSTEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) `O jr-P/ f (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) co \°e®M°��'' Q � ®J0 e i N °� Q ANCHOR EDGE DISTANCES _ No.8 23 � ~' INTO CONCRETE AND MASONRY = 2-1/2" MIN. (UNLESS SPECIFIED OTHERWISE) e INTO WOOD STRUCTURE = 1" MIN. d[ N INTO METAL STRUCTURE = 3/4" MIN. STATES drawing no. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. `" . ORID�. ®® �e®� W16-73 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. '®°®°� /0�1���! `\ sheet 15 of 23 A7J Uw REINF. AS READ. CO Z : E19 SEE SHEET 5 METAL PANEL WIDTH FOR CAPACITY STRUCTURE TYPICALSEE CE�EV. ® }' to z M N FOR SPACING }. w M15 M11 E26 MI6 E10 D.L. OPG. E11 M13 M4 M6 E13 E26 Q d Q p TYPICAL ANCHORS c N`- M SEE ELEV _ Ow FOR SPACING. .o_ - SEE ELEV. TYPICAL ANCHORS Q H FOR SPACING O V M Q' d - M O Mz 25 M O � �a -- —,_ -1 � 0z_ _ _ -= Q W ?o I4 LL U. UJ O vv N I 809 M V) (D 4 U W W c�� w EXT. w 3 c� z nw pe REINF. AS REQD. 00 E3 E13 M13 E7 E19 SEE SHEET 5 EXTERIOR 1/2" MAX. LO v FOR CAPACITY E6 3 v I LOAD BEARING 00 PANEL WIDTH SHIMS o 19Y OR 2BY O WOOD BUCKS M o 1/2" MAX. MAX. DOOR FRAME WIDTH 3/8" MAX. LOAD BEARING LOADBEARINGSHIMS SHI a �. PRODUCT REVISED z J w as complying with the Florida o CK Building Code (n V) � Nei NOA-No° 20-1118.06 3: Expiration Date 07/20/2022 Q p `r By Ise=� f.L��n� o M6 LL- Miami-Dade Product Control z o TYPICAL ANCHORS " SEE ELEV. ° W o FOR SPACING c w m Z C C U N r2 5 --1___ C N 0 O Cl _ _-_- -JL_- � a � m � W vj r o oaf< . EXT. C REINF. AS REQD. 0 0 r o U o zi . E6 M5 E12 E19 SEE SHEET 5 •T o FOR CAPACITY ®�>>`014RItOpAg�! 00 a m 1/2- MAX. MAX. DOOR FRAME WIDTH ®\g�, ®CSC LOAD BEARING o N SHIMS No. ° e m 6 a e N ro ®® STATE °°�4 ` drawing no. W16-73 ®�A°/'®1YAL,� '' sheet 16 of 23 V W w M n A_7J W PRODUCT REVISED : as complying with the Florida Z 00 n Building Code ® f. m z NOA-No. 20-1118.06 w C4 ¢j g C-4 a Expiration Date 07/20/2022 Q (L Q c) By s�<� I. Lhpn l O UJ _j N`U m o Miami-Dade Product Control Q. w W Xa1= U. �y UtDlfM V uj ei Q'0:EM o C ILO0 HOOK STRIP ANCHORS SEE ELEVS. Z O N FOR (L SPACING / Q W ZN - o M O � W0) w Q W Q1 �C t- M _�/ HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING C S E14 M4 1�/4" DIA ULTRACON+ BY 'DEWALT' (Fu=164 KSI, Fy=148 KSI) � ,°r°� G D T DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 00 1-3/4" MIN. EMBED INTO CONCRETE o 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS o o #14 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 U a 1-1/2" MIN. PENETRATION INTO WOOD z _j � J w #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) j Uj � INTO METAL STRUCTURES 'S Q, U) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE � p 00 Y M4 E7 M3 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o¢ Z J STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 3 z o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) w O V) Q TYPICAL EDGE DISTANCE w INTO CONCRETE AND MASONRY = 2" MIN. POCKETED JAMB OPTION INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. w m _ U_ (N O N POCKET CAVITY NOT BY E.S. WINDOWS' NOT PART OF THIS NOA p TO BE REVIEWED BY AHJ 0 C a w � U Q N o a z � F:� o C 7N O N 01 a O (lI h O Q) 0 Q m FA �o c ®® ®,dCENS� O ®® N o ® i °° Q ® No. 3 DEC 3 ° ou o ® (�Z ®©� STATE 66 0 o drawing no. � ® W16-73 ®>i®ZONAL,��°®° sheet 17 of 23 1BY OR 2BY WOOD BUCK METAL lu w STRUCTURES W (SEE NOTE SHEET 11 w z 1/8" THK. EDGE DIST. . 3 5/8, a (SEE SHEET 15)_77 ° MIPV: . ' EDGE w z EDGE 3 5/8" ° : a • I O DIST. N w DIST. MIN. Z M h J ° • .aU M. a EDGE (ST_ 3 5/8" � ® t- k rn Z i MIN. i o ° MifR1. z Y Z M Q a. C4 0- 1 I F �� H. ON� tp U w � a�a w a' W W F- _ �- (� U X L G F u. w � in - w 07n Q� w �� �, � o `^LJ 00 (n X in EtA ¢ ro w c=i w a m JE ANCHORS of 0 v O >M o w o w V) o EVS. "'`� = X M 0 A N U w N o iv p w ACING o p TYPICAL ANCHORS \w cn TYPICAL ANCHORS \w TYPICAL ANCHORS \ SEE ELEVS. SEE ELEVS. SEE ELEVS. ................... ____ _ _ FOR SPACING FOR SPACING FOR SPACING ----------'- 0 0 0NMIA D DE ONOAUNTY APPR'D MULLION LL W 15) II - O2 ro ! J Z (0 J I Q w m 00 af to I PRODUCT REVISED o as complying with the Florida O LO Building Code o NOA-No. 2 0-1 1 18.0 6 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS (n SEE ELEV. SEE ELEV. SEE ELEV. SEE ELEV. U Expiration Date 07/20/2022 FOR SPACING FOR SPACING FOR SPACING FOR SPACING J w By s�=� I LhRn� z_ w Miami-Dade Product Control 1/2" MAX. 3/8" MAX. vJi in 0 ,n 1 2" MAX. LOAD BEARING LOAD BEARING 3 0) LOAD BEARING ¢ / SHIMS SHIMS < p ro 00 � SHIMS p Z _j tO v o 3:: z L, an. J O WOOD STRUC URE w Lo 0 ° E3A e 4 Z00 OD U \ Z 1-1z 00 m M _ \ _Z 0 o o N N a N N 0 w N FAR- a O TYPICAL ANCHORS SEE ELEVS. qa FOR SPACING w v a � a � � � F 1 j EXT. EXT. w n. EXT. �w \� a EXT. E2A 1/2" MAX. ° c a) r N LOAD BEARING 0 a SHIMS .5 1BY OR 2BY �1o11Ip1aoA Q) 0 ¢ m WOOD BUCK ��®®®D FA ®/®® -' (SEE NOTE SHEET 1) ®� (.. .... °. DO'/®® to 00 n Q X • °• CONCRETE m NO. 3 M � EDGE •3 5/8d "°' 3 KSI MIN. °- o >' .L3 o ° m N DlST. MIN. e � U ST Fn0. 3 TRACK FRAMES N.•°°� ®® �c®��� o ® W16-73 ANCHOR LOCATIONS !®8d8111411��� sheet 18 0f 23 1BY OR 2BY w g METAL V) WOOD BUCK = Z STRUCTURES W (SEE NOTE SHEET V)it t- 1/8" THK. x w (SEE SHEET 15) 'LDGE .DIST ^° ,3 5/�i' ;:z V) o N EDGE DIST. 3 5/8" a. MIN00 .;. :. . .off 8,. O 0o � MIN. O to Z EDGE DIST. o ¢ Z r` MIN. H M N Z Qg � a. 1 0 4^ ° J CN= atn� jw W W X XQQ ��yy Q W (=Z W XW W fi 0F_' U. w TYPICAL ANCHORS mi °� c=n Q ¢m = TYPICAL ANCHORS SEE ELEVS. o W � aLi Et0 g cn SEE ELEVS. FOR SPACING m o W 0 O N¢ w FOR SPACING n a°m m C A TYPICAL ANCHORS \ w z C a. G O � SEE ELEVS. Lj: f�_ _ __ _ FOR SPACING a EDGE 61ST. . a• 3 5/$„ 0 a I I MIAMI-DADE COUNTY APPR'D MULLION I� � � Z _j N <'p: I SEE SEPARATE NOA I I Q W (SEE SHEET 15) iI �I. Uj Z � 0 I J 0 0 Q L--------- ------------- ---JJ Q w Obi �D =0 W N ZQ• X ¢ W W 00 TYPICAL ANCHORS < m X SEE ELEVS. o w d 1 FOR SPACING ii p w co -'. 0 0 PRODUCT REVISED o as complying with the Florida N Building Code TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS x NOA-No. 2 0-1 1 1 8.0 6 SEE ELEV. SEE ELEV. SEE ELEV. SEE ELEV. (� FOR SPACING FOR SPACING FOR SPACING FOR SPACING 0 -� w Expiration Date 07/20/2022 _-- -� w 1/2" MAX. 1/2" MAX. o � By S I Ltihn� LOAD BEARING I 3/8" MAX. V) U) V N LOAD BEARING mot- n Miami-Dade Product Control SHIMS SHIMS LOAD BEARING � 3: M o. SHIMS OD cc "q- M Z � (o CD WOOD STRU TURE v v w `p a 9 w Lo W E3B \ z_ _ z � � z � m rL g � D o Q O N N N N U N 0 fr N v v o w o cl a a U a a N V) TYPICAL ANCHORS o o ° Ei v o SEE ELEVS. w O FOR SPACING , o o Li < W W U) E2B ° 1, .2p o EXT. EXT EXT. EXT. > o 1/2" MAX. 1BY OR 2BY LOAD BEARING WOOD BUCK ®�a®o�(��...FA6j°, �®®®� _ --- ,---.:--.--- - :--.:-- .-.--.::--.-.:-- T.._._,__.... .:--... SHIMS (SEE NOTE SHEET 1) I. ® s CID N a EN :.CONCRETE No. 3 a EDGE •5- 7/16" MIN., 3 KSI MIN. o 0 ci N DIST. .0�°° 3 °�9a drawing no. 4 TRACK FRAMES W16-73 ANCHOR LOCATIONS ®®®��C)N ///tesltll�tt� sheet 19of23 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS w E1 ES-EL400-001 1 FRAME HEAD (2 TRACK) 6063-T6 E1A ES-EL400-201 AS REQD. FRAME HEAD (3 TRACK) 6063-T6 - CO E18 ES-EL400-205 AS REQD. FRAME HEAD (4 TRACK) 6063-T6 - Z cw m E2 ES-EL400-002 1 FRAME SILL (2 TRACK) 6063-T6 - Z M a E2A ES-EL400-202 AS REQD. FRAME SILL (3 TRACK) 6063-T6 - F' W a E213 ES-EL400-206 AS REQD. FRAME SILL (4 TRACK) 6063-T6 - a O E3 ES-EL400-003 2 FRAME JAMB (2 TRACK) 6063-T6 - O W O �. M N E3A ES-EL400-203 AS REQD. FRAME JAMB (3 TRACK) 6063-T6 - U) W LL E3B ES-EL400-207 AS REQD. FRAME JAMB (4 TRACK) 6063-T6 - 0 U N M E4 ES-EL400-004 1/ PANEL TOP RAIL (INSUL. LAM. GLASS) 6063-T6 - p ui ci E5 ES-EL400-005 1/ PANEL BOTTOM RAIL (INSUL. LAM. GLASS) 6063-T6 - 0� M p E6 ES-EL400-006 AS REQD. JAMB STILE (INSUL. LAM. GLASS) 6063-T6 - ® 0. O 0 0 tr E7 ES-EL400-007 AS REQD. INTERLOCK STILE (INSUL. LAM. GLASS) 6063-T6 - Z O N E8 ES-EL400-009 1/ PANEL TOP RAIL (LAM. GLASS) 6063-T6 - '� W Z) U. Li. N = m E9 ES-EL400-010 1/ PANEL BOTTOM RAIL (LAM. GLASS) 6063-T6 - ! Z 02 0 O E10 ES-EL400-011 AS REQD. JAMB STILE (LAM. GLASS) 6063-T6 - a W M a E11 ES-EL400-012 AS REQD. INTERLOCK STILE (LAM. GLASS) 6063-T6 - PRODUCT REVISED E12 ES-EL400-013 AS REQD. ASTRAGAL STILE (LAM. GLASS) 6063-T6 - as complying with the FloridaBuilding Code E12A ES-EL400-008 AS REQD. ASTRAGAL STILE (INSUL. LAM. GLASS) 6063-T6 - NOA-No. 20-1118.06 U) E13 ES-EL400-014 AS REQD. JAMB COVER 6063-T5 - Expiration Date 0 7/2 0/2 0 2 2 1 co E14 ES-EL400-015 AS REQD. POCKET JAMB 6063-T6 - By S <7 Of p E15 ES-EL400-016 AS REQD. SILL TRACK 6063-T6 - Miami-Dade Product Control o ui 0 M E16 ES-EL400-017 AS READ. HEAD COVER 6063-T5 - � ... E17 ES-EL400-018 AS REQD. SILL RISER 6063-T6 - x t U E18 ES-EL400-020 AS REQD. FIXED PANEL BOTTOM GUIDE 6063-T6 - c� --� w I— Z —► W E19 ES-EL400-021 AS REQD. INTERLOCK REINFORCEMENT 6005-T5 - a E26 ES-6011 AS REQD. SCREW COVER 6063-T6 - J It M1 ES-EL400-GO1 4/ PANEL GLAZING GASKET (LAM. GLASS) SILICONE DUROMETER 70±3 SHORE A a _Z o M2 ES-EL400-GO2 4/ PANEL GLAZING GASKET (INSUL. LAM. GLASS) SILICONE DUROMETER 70±3 SHORE A 55 Z LL_ n J 0 M3 ES2020-G04 AS READ. INTERLOCK BUMPER PVC DUROMETER 60t5 SHORED tO v M4 W33271 NK AS READ. PILE W'STRIPPING (INTERLOCK) WOOL - w lyjLn Q M5 W33181 NK AS REQD. PILE W'STRIPPING WOOL M6 PS01-0014 AS REQD. DOOR HANDLE DIE CAST ALUM TWO POINT HANDLE LOCK' M7 PS01-1015 AS REQD. STRIKE FOR MORTISE LOCK ST. STEEL _ SURFACE MOUNT METALLIC HANDLE AT 44" FROM BOTTOM FASTENED TO LOCK STILE TH z w M8 PS01-1036 AS READ. MORTISE 2 POINT LOCK 5T. STEEL - (2) #8 X 1/2" FH SMS M20 m M9 GT-R34/3-01-A 2/ PANEL ROLLER ASSEMBLY ZAMAK - SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK c� a M10 6844.1 AS REQD. BUMPER ALUM/NYLON - 44" FROM BOTTOM o w N M11 ES-EL400-FPI SL AS REQD. FIX. PANEL CLIP FASTENED TO LOCK STILE WITH - a ST. STEEL - m o (2) #10 X 1" FH SMS i w w M12 8 X 3 4' AS REQD. KEEPER FASTENERS v ° Q / ST. STEEL P.H. SMS SURFACE MOUNT METALLIC KEEPER AT 44" FROM BOTTOM ami M13 #10 X 1-1/4" AS REQD. PANEL ASSEMBLY FASTENERS ST. STEEL P.H. SMS FASTENED TO FRAME JAMB AND ASTRAGAL STILE WITH M14 #12 X 1-1/2" AS REQD. FRAME ASSEMBLY FASTENERS ST. STEEL P.H. SMS (3) #8 X 3/4" PH SMS M12 M15 #6 X 3/8" AS REQD. FIX. PANEL CLIP FASTENERS ST. STEEL P.H. SMS iri o M16 #8 X 1/2" AS REQD. FIX. PANEL CLIP FASTENERS ST. STEEL F.H. SMS o o _4 M18 #10 X 1/2" AS REQD. ROLLER FASTENERS ST. STEEL P.H. SMS 5 o 1111111P6B/ � o a m Mi9 #10 X 1" AS REQD. LOCK INSTALLATION FASTENERS ST. STEEL F.H. SMS �Q M20 #8 X 1/2" AS READ. HANDLE INSTALLATION FASTENERS ST. STEEL F.H. SMS °®° odp °........ °i\CEN�S'� Go ° cs N it No. M ~ ur-(; 3 ° e ®� o o �m � V = SEALANT: N ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Fdrawing no. WHITE/ALUMINUM COLORED SILICONE. 0RIB °°°°°�O®e0 W16-73 �®Ba�A©(f�9�1�`���° sheet 200E 23 4.575 5.686 7.496 062 .062 .070 C° .743 �ii —� 1 Z M � �— _—L 1 1 1.151 O Z a s W Q � � N a j3 O Et FRAME HEAD (2 TRACK) E,A FRAME HEAD 3 TRACK E1B O w a ( ) FRAME HEAD (4 TRACK} IL w OU ti v � WH .062 .062 .070 o a as a 2.000 2.000 2.000 O 0 b �9 658 Q W ? p U. U) I LL W W = m M� 4.782L_5.894 7.704 J z W Q j QWM E2 FRAME SILL (2 TRACK) E2A FRAME SILL (3 TRACK) E2B FRAME SILL (4 TRACK) 1.380 = m LO 1.380 � � t° 1.380 PRODUCT REVISED O as complying with the Florida o 0 072de .062 NOA-No.Building c�2 0-1 118.0 6 (n X Expiration Date 07/20/2022 cD U U 0 Jw By p Lj 3.715 Miami-Dade Product Control 4.585 Z. 5.686 5.525 7.496 7.335 V) 062 ¢ Q .072 Z � � co _F7�062 w v) � � Q .072 w W r> g E3 E3A E3B t, � = m FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) FRAME JAMB (4 TRACK) = N ��.062 L = o W N U Q N o a_ 1.745 1.732-1 Z 433 2 o O .178 m o .- 2.750 \``tttltill//, a m ®`® ° °•Fq O/®0a Et4 POCKET JAMB N u 0 No.81223 DEC 3 ® 220 o m a � O U y ®� �R U S �` drawing no. W16-73 fill t\\ e`°® sheet 21 of 23 Cn 1.340 i.340 i 1.875 1.875-�I{ 970 LiU Y_ L M r i .094� .094 .929 1.811 1.811 .062 .062 Z 'Cl G 2.686 062 2.686 .062 .052 ® Z L480 Q N 1.904 1.340 1.904 1.340 O� c o UA _- .866 Fes- L Uj W M1 GLAZING LAM. GLASS GAKETo > N m � t7F PANEL TOP RAIL PANEL TOP RAIL O U N ti E8 (LAM. GLASS) E4 (INSUL. LAM. GLASS) 3.422 3.422 V :) tti vq 1.340 Oro >_ o �.866� ASTRAGAL STILE ASTRAGAL STILE o °'� E 22 (LAM. GLASS) E1 (INSUL. LAM. GLASS) 972 M z O N -A Q w LL 6 .062 �' Z N m 1.732 r 2.993 .062 2.993 .062 1 .040 1.075 ..I Z m Q w 2.118 2.118 3- 28Y 1- Q w or M2 GLAZING GASKET 1.350 INSUL. LAM. GLASS 00 .125 .71 1 -i 1.340 1.340 MATERIAL = SILICONE 929 E16 HEAD COVER HARDNESS = 70±3 ,o TENSILE STRENGTH = 1139 PSI oO `O PANEL BOTTM RAIL PANEL BOTTM RAIL ELONGATION AT BREAK = 235% d 1 E9 (LAM. GLASS) E5 (INSUL. LAM. GLASS) E19 INTERLOCK STIFFENER 243 TEAR STRENGTH = 107 Lb/IN to oM BRITTLENESS TEMPERATURE = -40' F 2 926 2.926 .863 COMPRESSION SET = 12.5% (22h®212'F) F.06 I 062� 0 -I � 1.791 _Z J w .050 .441 - (n U7 : 1.490 1.340 1.490 1.34d .087 "--�{" T PRODUCT REVISED < `F M 00 E18 as complying with the Florida ¢ _Z J t�- lo- CD2.051 2.051 Building Code o .. FIX. PANEL BOTTOM GUIDE E 33 JAMB COVER NOA-No. 20-1118.06 z o w O PANEL JAMB STILE PANEL JAMB STILE Expiration Date 07/20/2022 LO Q E 00 E6(LAM. GLASS) (INSUL. LAM. GLASS) 711 B 287 y s�G� f Ltihn� w W M ~ 050 Miami-Dade Product Control 2.750 2.750 .512 -.1 15 1 15 040 .711 N 275 � m ON 1.340 062--1.798 t'3140 ,062 1.798 E15 TRACK INSERT E2s SCREW COVER o o o v a a i ( N ' a I_1.622 1.622 INTERLOCK STILE INTERLOCK STILE o E11 (LAM. GLASS) E7 (INSUL. LAM. GLASS) c N .2O p o n .500 Fn ...FQ4 '®�i�® to 00 2.551 ® ' N ® i $o 1.742 NO. 2 / o 1 fi ® U 2o2 V Y Jct__ II DEC66��'dy V{ Ig 'O 41 V V .062 �I� ®�®�°e STkTE ^°�(p�� drawing no. s � D�°• ��e® °ee.. ��`.® W16-73 E 77 SILL RISER U � 4. W u/ I i z OZa W N CL p / M14 / 0 i N M y / dww M13 V M Q' XFrM o p n. o o .A N C W j W N U Z vl o o2 m a W � � H X_. FRAME TOP CORNER 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMILAR) WITH (1) ADDL. FASTENER 0 00 00 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL. FASTENERS 0 0 PANEL TOP,/BOTTOM CORNER V) V) LAM. GLASS RAIL & STILE (SHOWN) g X INSUL. LAM. GLASS RAIL & STILE (SIMILAR) U F-- U _--I z —� W o � can ) Ln 0 C DAM Q p Z J M14 y? Z li PRODUCT REVISED w o 0 on as complying with the Florida Building Code w Li NOA-No. 2 0-1118.0 6 Expiration Date 07/20/2022 By ls(-7 f. Lti,n 4 Miami-Dade Product Control w m /" o (n N / C N O w N o a Z :D (n r o C: N 0 07 N o n o a) 0 Q m ® ZNco DtC 0 Z No. _ FRAME BOTTOM CORNER 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMILAR) WITH (1) ADDL. FASTENER ®�®�°, of drawing no. 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL. FASTENERS ® °^4141W1 . ° 6-73 ®®>®eOI�HALIlll% sheet 23: 23