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HomeMy WebLinkAboutProduct Approval-sliding 2118/2021 -Miami-Dade County Miami-Dade County Building Product Control Search Detail Applicant Information F7L NON 2 - 1118 , Applicant E.S. Windows, LLC Contact Samir Sabagh (b A�� oT'7t) Address 3550 NW 49th Street city city Miami / State Florida ` ' G . Zi Code 33142 FOR Phone (305)342-0890 CODE COMP EANC Fax 7Y (305)624-7767 ST" L L �� C Email ssabagh@energiasolarsa.com Ct ' � 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/31/2021 (lib ra&pmducfcontrol/noa/17111411 pdf JM221,04 Sereis"ES-SW340 Thermally Broken'Aluminum Horizontal Rolling August/2512021 f(ibrarv/aoductcontrol/noa/18022104"pdf Window-L.M.I. 18-D221.05 Series"ES-SW340 Thermally Broken"Aluminum Horizontal Sliding August/25/2021 fIlibrarv/producicrontrol/noa/18022105.21( Window-S.M.I. 19-0528.06 Series"ES-P252 Thermally Broken"Outswing Aluminum Casement August/25/2021 f il6rary/nroductcontrollnoa/19052806.pEff Window-L.M.I. z 18-0221,03 Series"EL200"Aluminum Horizontal Rolling Window-L.M.I. January/19/2022 fl berry/productcon fro f/noa/18022103,pad 1 17-1114.07 Series"EL-100"Aluminum Single Hung Window-L.M.I. May/4/2022 fljbrarv/prafuctcontrot/noa/17111407.adf 1 17-1218,12 Series EL150 Aluminum Fixed Window-LMI May/1812022 fflbrary/producicontro!/noa/17121812.q,�j z 20-0427.11 Series EL400-10 Aluminum Siding Glass Door-LMI July/20/2022 (library/oroducfmntro!/noa/20042711�df www.miamidade.govibuildingtpc-result detail app.asp?app alias=102041 114 2118/2021 -Miami-Dade County. NOA Description Expires -1118.06 Series EL400 Aluminum Slding Glass Door-LMI July12012022 ' ire praductcontroi/noa/20111806.pdf 17-0802.15 Series"ES-9100"Aluminum Outswing Door-SMI October/1212022 (librdru(q�ductcontrollnoa/17080215.Qff .16-0617.03 Series EL300 Aluminum Swing Door-LMI i January/4/2023 Lbrarv1P_roductcontroI1noa/16061703.pdf ) I 17-0505,01 ES Series 65500 3-Track Aluminum Sliding Gia s Door--SMI March/28/2023 flib a roductcontroI1noa/170W501.pdf i 17-0505.02 ES Series 6500 3-Track Aluminum Sliding Glass Door-LMI March/28/2023 jlibrarv/productcontrot/noa117050502.q� 1 � 20-0915.02 Series"5000"Outswing Aluminum Casement, 'Window-L.M.I. AphV3/2023 (r arX/produdcnnfn*noa120091502.pdf 2 20-1118.03 Series"ES-8000"Aluminum Window Wail Syst m-L.M.I. April/3/2023 flibrary/nroduotcontrollnoal20111803.2 i Z w4 18-0129.06 Series 6100 Aluminum Sliding Glass Doors w/Reinforcements-SMI June/14/2023 rarv/productcontraunoa/18012906.02dt (Wet GlazedYSMI 17-1218,08 Series'"7000"Aluminum Window Wail System L.M.I. July/25/2023 ibr /prrxluctcontrol/noa/17121808.of � I 18-0322.05 ES series 6500 Aluminum Sliding Glass Door w%Reinforcements- September/19/2023 f l rarY/p dudcontrof/noa/18032205.odf LMI a 18-0426.06 Series"ES-6600 Ultra Dry-Glazed"Aluminum Sliding Glass Door w/ Septemberl19/2023 (litrrarv/RrodudcontraVnoa/18092sos.p�f Reinforcements-S.M.I. II i z � I 18-0426.08 Series"ES-6500 Ultra".Aluminum Sliding Glass Door wl September/1912023 (Ir rX/prod uctcontrotlnoa/18042608. ij Reinforcements-L.M.I. 1 i � 17-0505.03 ES 5500 Aluminum Project Out Window LMI October/11/2023 (lib grodudoontroUnoaH7050503.pd1 t ;.i. I 17-0505.04 ES 5600 Aluminum Project Out Window SMI October/25/2023 jtibmn 1productconkollnoa/17050504.pdf ) i i www.nn amidade.govlbuildingipc-msult detal app.asp7app_alias=102041 2/4 I I 2/18QO21 -Miami-Dade County NOA Description Expires 17-1114.10 Series"1500"Aluminum Fixed Window-L.M.I. November/6/2023 f!!r 1productcontroUnoa/17111410, z r�q 20-0915,01 t i Series"1000/1050"Aluminum Single Hung Window-L.M.I, November/6/2023 jlibrarK/productcontroUnoa/20091501.f z 20-1202.06 Series"200012050"Aluminum Horizontal Sliding Window-L.M.I. November/6/2023 flibrary/productcontroUnoa/20120206.pdf z 17-1218.09 ICI Series"7100",Aluminum Window Wall System-S.M.I. November/7/2023 f(ibrarv�woducicontrol/noa/J7f 21809_.p� 17-1218.06 Series"1000WW"Aluminum Single Hung Window-L.M.I. December/13/2023 flibrarv/onxluct4Mn1roUnoa/17121806.p 1 18-0905,08 I Series"1100WW Aluminum Single Hung Window-S.M.I. December/13/2023 gr -llgmductcontroUnoa/16090508.aj-f z 17-1226,11 Series®30001t;►Aluminum Outswing French Doors wl wo Sidelites December/2012023 ff braryfpmducMffltmj1nO 17122611.p .(reinfJun-reinf*L.M.I. 18-03 9 09 1 '� Series"9000t"Aluminum Outswing French Door w/wo Transom- December/24/2023 f,(wry[productcontrol/noa/18031909. f L.M•I• 18-0905,06 Series"4000"Aluminum Sliding Glass Door w/reinforcements- March/18/2024 r((brarv/2roductconfro11hWA8090506,g f, L.M.I. z , �q ES Seri 6000 3-Track/Corner Aluminum SlidingGlass Doors August/22/2024 18-1004.05 �1 � (llm/productcontroUnoa/18100405.pdf w/wo Reinforcements-LMI 18-1004.06 ES Series 6100 3-Track/Comer Aluminum Sliding Glass Doors August12212024 jlibrerv/oroductcontro!/noa/18100406. *wo Reinforcements-SMI 16-1130.03 ES Series 6000 Aluminum Sliding Glass Doors w/wo Septemberl5/2024 (9Lnm/nniductconfr2 oa/1611300 f Reinforcements-LMI z 16-1130.04 ES Series 6100 Aluminum Sliding Glass Doors w/wo Septemberl5/2024 tf(brary ontm#noa/16113004.pdf Reinforcements-SMI f 19-0405,10 Clipped,Extruded Aluminum Tube foullion-L.M.I. September/16/2024 flibraal&oguctcontrollnoa(j904o5lo.pd1 www.mismidade.gov/building/pc-result detail app.asp?app alias=102041 314 2/18/2021 -Miami-Dade County NOA Description Expires 19-0516.02 Series"9500"Aluminum Fixed Window-L.M.I. October/28/2024 {library/orodudconimilnoa/19051602.pdf ( 19-0708.05 Series"9500"Aluminum Window Wall System-L.M.I. October/28/2024 flibreo&Mductcontrol/noa/19070805,12 18-0312.02 Series"ES-13252 Thermally Broken"Aluminum Fixed Window- January/16/2025 lbm lnMductcontral/noa/t8031202.pr f L.M.I. 1 19-1015.11 Serie"2100"Aluminum Horizontal Sliding Window-S.M.I. February/10/2025 li ra /roducfwntmI/noa/1910151 i.gdf p 20-0310.13 Series"ES-H340 Thermal"Aluminum Single Hung Window-L.M.I. June125/2025 (library-/produdcommLlnoa/20031013.p- i 20-0310.14 ll Series"ES-H340 Thermal"Aluminum Single Hung Window-S.M.I. June/25/2025 fli�ry/productcontrol/noa/20031014.12 20-0730.02 Series"1100"Aluminum Single Hung Window-S.M.I. August/11/2025 (library-/pn ctcontroUnoe/20073002.Qdf 20-1118.02 Series"ES-8000T Thermally Broken"Aluminum Window Wall August/25/2026 f tl brarvjpmductcontrol/noa/20111602. System-L.M.I. 20-1118.04 Series"ES-P252 Thermally Broken"Outswing Aluminum Casement August/25f2026 ftibrarv/omductcontrol/noa/20111804.pdf Window-L.M.I. 20-1116,01 Series"5100 Fixed Casement"Aluminum Fixed Window-L.M.I. September/22/2026 ((ibraMlgraductcontrollnoal20111601.pdf z 20-1118.05 Series"ES-P252 Thermally Broken"Outswing Aluminum December/2212026 (OrarylproductcmtmYnoa/20111805.ndf Casement Window-S.M.I. Page Last Edited:Wed Jan 25,2017 10:40:17 AM www.miamidade.gov/building/pc-result detail app.asp?app alias=102041 414 M IAM IDMADE NUANII-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADNIINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.miamidade.Eov/economv ES Windows,LLC 3550 NW 49'h 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 afterthe 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 in ay 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 Rev B,titled"ES-EL400 Alum. Sliding Glass Door (L.M.1.)",sheets I through 23 of 23,dated 11/28/16 and last revised o n DEC 30, 2 020, p repare d by AI- 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 forvarious configurations,tracks,pockets,non-pockets and allowable frame area. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,Baran qu illa, Columbia, S.A.,series,and the 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 c hange in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsem ent 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 ofNOA. 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 portionoftheNOA 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 I.Chanda,P.E. NOA No.20-1118.06 MIAMI•DADE COUNTY I ( G f L�q h� Expiration Date: July 20,2022 "• 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.I.)", sheets 1 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 Loadingper 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-51h 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 Y p g 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. 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 Dee 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-7tb 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 BP Composite Glass Interlayers with PET Core", expiring on 11/11/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-71' 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. SSG L�Rn�. 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-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. 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-3 15"MAX. 6' HEAD FTYP.R HEAD ANCHORS 6'MAX. AT INTERLOCK ENDS CLUSTER OF 4 OR 6 HEAD SEE SHEET 6CORNERS FOR QUANTITY&CAPACITY Z O w y m 2 TRACK Z t FRAME HEAD Q f Z n ix C N U _ O W O`m z 95 3/8' N M DOOR FRAME WIDTH C A C OGw O'o gm Oyaaci o Quo<s 11 0.65 PRODUCT REVISED yy as comp with the Florida =T---= _ ¢i 0 a Building Code i i' LL z H on9 NOA-No. 20-7118.06 m J $f Explratlon Date 07/20/2022 �y u Q w n k gy IswZ I Ll,„°J 9< � % E ii i_Ai F j G n == r�-lF-- Mlaml-Dade Freduct Control �_ /. xx o m_ on x m o ====4===7L===e J J 11 11 cS N o =__= ===al-=-= MIN. o o F o 0 DAYLITE OPENING WIDTH: PANEL WIDTH - 5.688° m� 11_ II �dx z -1w LL DAYLITE OPENING HEIGHT: j O��N PANEL HEIGHT - 5.813° Q M„ PANEL HEIGHT = DOOR FRAME HEIGHT - 1.250•' —�f i Z yam;�. B D a 32' POCKET JAMB FALSE MUNTIN _no ANCHORS OPTIONAL 42 1/2' 2 TRACK FRAME JAMB a v THESE DOORS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. D.L.1 OPQ. D.D.L. OPG. w W SHUTTERS ARE NOT REQUIRED. 48 3/16' 48 3/16' PANEL WIDTH co SERIES ES-EL400 � PANEL WIDTH � w� ALUMINUM SLIDING GLASS DOOR THIS HE FRAME SILL 2 TRACK c u REQUIREMENTS OF THE 2020 (7TH EDMON) FLORIDA BUILDING CODE _^I c PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH T 6 0 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). -o 6' SILL ANCHORS m 1BY OR 28Y WOOD BUCKS& BUCK FASTENERS BY OTHERS, MUST BE SILL m a DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS CORNERS l5'MAX. L AT INTERLOCK ENDS TO THE BUILDING STRUCTURE. SILL TYP CLUSTER OF 4 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS ii ^ AND INSTALLED PER MANUF°S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE TYPICAL ELEVATION c w m O "o• MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. INSTRUCTIONS: px u ^ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. USE CHARTS AS FOLLOWS d <m `1111111111//f/'' ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. DETERMINE DESIGN WIND LOAD REQUIREMENT BASED MATERIALS INCLUDING BUT NOT LIMBED IL STEEL/METAL SCREWS, THAT ,' ON WIND VELOCITY,BLDG.HEIGHT,WIND ZONE ;��:•�O�g�••, i i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE USING APPLICABLE ASCE 7 STANDARD. m ! 0 REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE&ADOPTED STANDARDS. STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 5 NO - Q THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR THE REINFORCING OPTION USED. FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY DEC OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR STEP 3 USING CHARTS ON SHEET 6 SELECT ANCHOR OPTON 3 O 20go WATER INFILTRATION RESISTANCE ETC. WfTH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED L ��'.• ATE F dfowing no. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, IN STEP 1 ABOVE. gcmp;.•' ��� AND TO BE REVIEWED BY BUILDING OFFICIAL. W�6-7.3 STEP 5 THE LOWEST VALUE TIRERESULTINGSYSTEM. FROM STEPS 2 AND J �rf SB®NAL DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. SHALL APPLY TO ENTIRE SYSTEM. (sheet 1 of 23 i 10'MA%. ANCHORS 'A'&'B' 4'MAX. 6-1/8"MAX. JAMB ANCHORS'C' ?La CORNERS 'o 01a A N m 1OB' DOOR FRAME HEIGHT o,a 106 3/4' �i PANEL HEIGHT c m 100 15/16' os z F z O.L.OPG. o If u ii ii u ,I II II II 11 li II `f� o� m ❑ ii ii ii \\ii�` n u D LL fr--yr—_-1-t�- 1 13 i6' � q T-- lr--_IT'- '--li h 1 13/16' / I{ II II II MIN. II li li U MIN. T I 1 O1 D7 � N a Ox O 0>I. 0 .ZI fnC—D w 0� U 3 m z IiILNI h () n N7< ST. z m 13 J/4' 6'MAX. MAX. JAMB JAMBS CORNERS O o— a z N 9 L Nmmi env 'o ° y fm D � m om II /j� .. •t6�� � N m 0���i I11t a cote: It-28—t6 revisions: ES—EL400 ALUM SLIDING GLASS DOOR(L.M.I.) AL-FAROOQ CORPORATION ^� o no c e escrl Ion A W.12.17 PEY.PER RER COMMENTS E.S. WINDOWS, LLC EN60 SUNSET PRODUCE DEVELOPMENT / 9380 SUNSET DRIVE,SUITE 220 (v ,° a n.O9.20 UPDATED TO 2o2a rec 3550 N.W. 49 STREET MIAMI,FLORIDA 331]3 (ca.N. 3638) ° J ] ar.er TARIa MIAMI, FL. 33142 TEL(305)264-8100 FAX(305)2626978 C' TEL(305)638-5151 FAX.(305)638-5158 COMP-ANL W16-73ES 10"MAX. ANCHORS 'A' &'B' 4'MAX. 6-1/8"MAX. JAMB ANCHORS 'C' o CORNERS ix t08' s DOOR FRAME HEIGHT 106 3/4' s PANEL HEIGHT p m z_� 100 15/16' of m mF D �z D.L.OPG. m�l n ii ii U u i1 II II II II II I� p > n _LL---II . . \ II 6 u n u O rn n I; -gF___IF-__LL___Jl--_11___JL _ r---t---T1----117- r---,I II II II I � II v m � A r N ^ o m cl ^' lul 3 5/B- i 3 5/8- MIN. MIN. I 1 I 1 ./ yN S ai o o c- a N x x x x O F 2 r 3m m =mnS nay 3 ' aao C~rr' G N d }m�y9 n t � ClK C - AaS omm,'0 ± rrC P V m- a c W nm °; m000 N n VV D� I I 11 y m 0 ro N 0 Iy���yrJ N " � 4 �aa�' •�� �� 13 3/4' ®'r7J 0'•� '�:_ � � �•�= JAMB CORNERS '''VVT71�1111111\\\�� data: 11-2s-1s revisions: ES-EL400 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a m no a e Y escrip Ion %^ sml9:3 6'=1'-0" A 07.12.17 REV.DER RER CONUENI6 E.S. WINDOWS LLC ENGINEERS&PRODUCE DEVELOPMENT r 9380 SUNSET DRWE,SUITE 220 9 II.o9.2o uvw7m To 2020 roc 3550 N.W. 49 STREET MWMI,FLORIDA 331.73 I dr.bY• TMIO (GAN. .3338)ll!—C MIAMI, FL. 33142 TEL(sostzaa asoo FA7C(3a5)262697H chk,bV: TEL.(305)638-5%51 FAX.(305)638-5159 COMP-ANL\W16-73E5 10'MAX. 4'MA%. ANCHORS'A'h'B' JAMB 6-1/8"MAX. EL o CORNERS ANCHORS'C' 00 xz n� 0 0 0 ���\� T. o rn A n O A2 u ii ii u � I II �I1 ILL II II li li m II II II II`\\ II II ii, o rn N II __-JL__ II II TI---7r-' I, I, 108" g DOOR FRAME HEIGHT � A N ^ O N 106 3/4" _ PANEL HEIGHT T 100 15/16" D.L.OPG. 5 7/16' 3 MIN. TI N. MIN. 1 ( I 1 • rN ^ x N � x u O 0 c_ o X _ x X x f 0 g x m o u m nry�' c_F 7 omc'WRE 'D' 00o I• 7 A\ �ooi A\N rn �l 1 o m°30 O b ° . ac w w m .4 p e + WC rn Io NO Ind. . 1 tl MAX. z N 1 MAX 4" cy �''��-....... ..•' �` mz JAMB JAMBS xz CORNERS m �^ cz a Eele: 1t-26-ts revisions: ES-EL400 ALUM SLIDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a T no °e escrl ion stele:3/6'.•7'-0' A 07.12.17 REV.PER RM CO.WENiS E.S. WINDOWS, LLC ENGINEERS&PRODUCT DEVELOPMENT 9 11.00.20 UPMTED m 2020 IAC 9360 SUNSET DRIVE.SUITE 220 3550 N.W. 49 STREET MIAMI.FLORIDA 33173 (C-cm.. ssse) C MIAMI, FL, 33142 TEL(305)264-8100 FAX.(305)262.978 W W 9 chk hy: TEL.(305)638-5151 FAX.(305)638-5158 COMP—ANL\WIL—_73ESJI DESIGN LOAD CAPACITY - PSF 3/16'TEMP.GLASS m INTERLOCK k INTERLOCK A: D4-u ASTRAGAL STILES ASTRAGAL STILES 3/8'AIR SPACE 1O AVERAGE DOOR FRAME WITHOUT REINF. WITH REINP. PANEL.ES INCHES EXT.(+) INT.(-) E%r.(+) INT.(-) 3/16HEIGHT 'HEAT STREN'D.GLASS 3/16'HEAT SIREN-D.GLASS O F• n m 30 60.0 60.0 80.0 80.0 Z .090'Interlayer 090'Interlayer F w a. 36 60.0 60.0 80.0 80.0 Trosifol PVB Trosifol PVB Q a e o 42 82 60.0 60.0 80.0 au.0 y'Kuroray America,Inc.' O'Kuroray America,Inc.'OR O 47-1/4 60.0 60.0 80.0 80.0 090'Interlayer 090'Interloyer IL �N 48 59.1 59.1 78.8 78.8 SsntryGlas SentryGlas ar p 54 52.5 52.5 70.0 70.0 By'Kumray America, Inc.' By Kuroray America, Inc.' O H e7 OR OR r 60 - - 47.3 47.3 090'Interlayer .090'Interlayer V O w�H7 30 60.0 60.0 80.0 80.0 Saflex Clear And Color Glass Saflex Clear And Color Glass Q'O i'_to By'Eastman Chemical Co.' By'Eastman Chemical Co. Q M.M.-E 36 60.0 60.0 80.0 80.0 OR OR qT 42 60.0 60.0 80.0 80.0 .075'Interlayer .075'Interlayer Ir IA o)O n 84 Saflex CP With PET Core Saflex CP With PET Core Q 5 0 G 47-1/4 60.0 60.0 80.0 00.0 By'Eastman Chemical Co.' By'Eastman Chemical Co.' IL Z Rn_n 48 59.1 59.1 78.8 78.8 54 52.5 52.5 70.0 70.0 J O to Q 3/16'HEAT STREN'D.GLASS 3/16'HEAT STREN'D.GLASS Q ED m E j 60 - - 47.3 47.3 30 60.0 60.0 80.0 80.0 _ 36 60.0 60.0 80.0 80.0 m - N ME 42 90 60.0 60.0 8G.G e0A MI li i f M2 II j G " I� 47-1/4 fi0.0 60.0 80.0 80.0 y. ' j: C 48 59.1 59.1 78.8 78.8 n II ro I o N 54 - - 52.5 52.5 30 60.0 60.0 80.0 80.0 v 36 60.0 60.0 80.0 80.0 0 0 U J 42 96 60.0 60.0 80.0 80.0 w c' z J W o � 47-1/4 60A 60.0 80.0 80.0 y (n N N 48 - - 59.1 59.1 PRODUCT REVISED 3 30 - - 60.0 60.0 as comp�yln with the,Florida dm'r'ry•1 Building Code GLASS TYPE 'A' GLASS TYPE 'Al' ¢ Z m 36 - - 60.0 60.0 NOA-No. 20.1118.06 0 J 7/16'OVERALL LAM.GLASS 1'OVERALL INSUL LAM.GLASS 42 102 - - 60.0 60.0 _ Expirallon Date 07/20/2022 47-1/4 - - 60.0 60.0 W u) v 43 - - 59.1 59.1 By 151-7 1•Ld„y. GLAZING OPTIONS ti M-)a� 30 - - 60.0 60.0 Mlami-0ade Product Control 36 - - 60.0 60.0 42 108 _ _ 60.0 60.0 47-1/4 1 60.0 60.0 b 316" AIR SPACE CONSISTING OF: rn n rn n r,o SPACER: o R 'HELIMA' LOW PROFILE ALUMINUM SPACER o BY 'UNGERMANN GMBH' u> AROUND THE PERIMETER OF THE GLASS. w NOTE: �RIMFTFR S A ANT• GLASS CAPACITIES ON THIS SHEET ARE SILICONE BASED ON ASTM E1300-09 (3 SEC. GUSTS) GE 2000 791 H„N AND FLORIDA BUILDING COMMISSION GE h v o$ DECLARATORY STATEMENT DCA05-DEC-219 `71LIIlILfffA <a INTERLOCKS ASTRAGAL INTERLOCKS ASTRAGAL W/O REINF. W/O REINF. WITH RwF. WITH REINF. �� ��'.•••• 7� 1O DOOR FRAME WIDTH D[�' I ^ 3 n _ No. 23 AVERAGE PANEL WIDTH = NUMBER OF PANELS SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF v {T: {r DESIRED GLASS SIZE AND REINFORCING TYPES. a SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACITY. ��Q••%' STATE 7,((/ drowingo no. DOOR HEIGHT AND WIDTH SIZE MUST COMPLY LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART �:(� •'•'Xa?IOP� ` W16-73 EGRESS REQUIREMENTS PER FBC AS REQUIRED. OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. ��SS1 ����� 7yy/oNAL ttttA sheet 5 of 23 READ ANCHOR LOAD CAPACITY-PSF ANCHOR TYPES'A' h'B' ANCHOR TYPE 'C `n L/4-MAX.SHIM 3/0' MAX.SHIM 1/2'MAX.SHIM 3/8- MAX.SHIM Z m 3 4 ANCHORS 8 ANCHORS 4 ANCHORS 6 ANCHORS 4 ANCHORS 8 ANCHORS 4 ANCHORS 6 ANCHORS O FF AT MTG. AT MTG. AT YTG. AT MTG. AT MTG. AT MTG. AT MTG. AT)TIG. ¢j AVERAGE DOOR FRAME S1HE�S ME ENDS MU ENDS ME ENDS Sm.E ENDS S1D2 ENDS SCHE ENDS =2&IDS Q E PANEL WIDTH HEIGHT EXT.(r) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXr.(+) ExT.(+) O p.51_,o 0 INCHES INCHES INT. - INT. - INT. - INr. - INT. - INr. - INT. - INT. - O Wry M 30 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 0. 36 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 C1 r 42 80.0 80.0_ 80.0 80.0 71.5 80.0 80.0 80.0 �Q W� 47-1/4 82 80.0 80.0 80.0 80.0 63.6 80.0 80.0 80.0 O Z M 48 80.0 80.0 80.0 80.0 62.6 80.0 80.0 80.0 6 O 54 80.0 B0.0 71.6 80.0 55.6 74.2 72.7 80.0 O y N 60 72.7 80.0 64.4 ROD 50.1 65.8 65.4 80.0 O JJ M Q w 7 LL 10 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 V'Z O f n 36 80.0 80.0 1 80.0 80.0 80.0 80.0 1 50.0 80.0 J 0(D.5 J 42 80.0 80.0 80.0 80.0 69.8 80.0 80.0 80.0 47-1/4 84 80.0 80.0 79.8 80.0 62.1 80.0 80.0 80.0 48 80.0 80.0 78.6 00.0 61.1 80.0 79.B 80.0 PRODUCT REVISED m 54 78.9 80.0 69.9 80.0 54.3 72.4 71.0 80.0 as complying with the Florida _ n 60 71.0 80.0 62.9 BO.0 48.9 65.2 63.9 80.0 Nuilding Code m Non-No. 20-1118.06 30 80.0 80.0 80.0 80.0 Bo.0 80.0 80.0 80.0 p 36 80.0 80.0 80.0 80.0 76.1 80.0 80.0 80.0 Expiration Date 07/20I2022 0 0 42 90 80.0 80.0 80.0 80.0 65.2 80.0 80.0 80.0 Ny ISw•21 /_Yian.4 v 47-1/4 $0.0 80.0 74.5 80.0 57.9 77.3 75.7 80.0 MIamF-Dade Product Control c0 48 80.0 80.0 73.4 80.0 57.0 76.1 74.5 130.0 O J W 54 73.6 B0.0 65.2 80.0 50.7 67.6 66.2 80.0 o � 30 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 y v N N 36 80.0 80.0 80.0 80.0 71.3 80.0 60.0 80.0 M 00 42 96 80.0 80.0 78.6 SO.O 61.1 80.0 79.8 80.0 .31 M'� 47-1/4 78.9 80.0 59.9 80.0 54.3 72.4 71.0 80.0 48 60.0 60.0 60.0 60.0 53.5 60.0 60.0 60.0 O 30 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 N vi Q w 36 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 W W N7 42 102 60.0 60.0 60.0 60.0 57.5 60.0 60.0 60.0 47-1/4 60.0 60.0 60.0 60.0 51.1 60.0 60.0 60.0 48 60.0 60.0 60.0 60.0 50.3 60.0 60.0 60.0 30 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 36 108 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 8 R 42 60.0 GG.O 60.0 60.0 54.3 60.0 60.0 60.0 0 Q 47-1/4 60.0 60.0 60.0 60.0 48.3 60.0 60.0 60.0 `u 15 vL$ SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPAUTY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY. c oor LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. o<m 1 I�11 a m c ��'.•••vcENSF'••. : o No. 3 DEC 3 0 1010 SKfi E� e,� drowngo no. ss � 717/1ONiAs.1\11� sheet 6 of 23 _ DOOR FRAME W. N 4,U w E ii i• 0 Z °�� 3 m 4'Op`o EXTERIOR O�H OX (SHOWN) O O XO O°¢¢0 OaaoEm DOOR FRAME W. O ca ,} ar Qtnp n Q y�227 tVy w^ ILzog� .I t9m4 J H y% O NOTE: a w m f �' p 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. '4 a 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. _ o 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. - o N v � D: EXTERIOR o � XX (SHOWN) n DOOR FRAME WIDTH N PRODUCT REVISED 0 J� as comp Ing with the Florida Z J w Building ode x NOAato. 20 1118.06 uj In E J G Expiration Date 07/2012022 m 3 rn ;• F o- o- By Isc.ZI.C4+�J- Z MIamFOade product Control 0 3 Z-c a 0 n o O— o w W M EXTERIOR OX—O (SHOWN) O—XO DOOR FRAME WIDTH 71 c�n o R -k 0 o 4i o o�> o EXTERIOR1 [2.0011 1m OX—XX (SHOWN) �,�...... ri, XX—XO �`��:uCFNB@'•.44F!!J i OX—XO XX—XX No. 23 E APPROVED CONFIGURATIONS O qqpp =�. v i NON—POCKETED DOORS DEC 3 20LU ° TWO (2) TRACKS '•• STATE drawing no. %, s .!�CORIDP,• C?�,� W16-73 LI,���� sheet 7 of23 L DOOR FRAME W. DOOR FRAME WIDTH 4,u W I ____T__ I F______ 3 i H I rs I F i,G j Z H A zd 0 k n� 1 1 zZ I .I-i I zz V W V o Iri N I csi D I Ci Q W N !r n UU a0 o I csi� WN1u �o L___-__ EXTERIOR I EXTERIOR 0 N m � h PX (SHOWN) PXX (SHOWN) d ¢ S j XP XXP G a o m w DOOR FRAME WIDTH Q o ve W z LL IL wig FH jam Qu�10miE Z= Isr mm 0 I Ur d0 N aLL v L---- EXTERIOR o 0 PXX-XX (SHOWN) NOTE: � n XX-XXP 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. U DOOR FRAME WIDTH 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. z J o Of 3 /E I aLL0 L o__ ` IXTERIOR PRODUCT REVISED as complying with the Florida PXX-XO (SHOWN) Bollding Code OX-XXP NDp-No. 20.1118.06 Explration Date 07/20/2022 € DOOR FRAME WIDTH 6yI•Gb+,J•. �w o Mlaml-Dade Product Ceatm I I �'6 zz o v o i �y ICYi� S 1N11 nil/ u� 0, t d Fc��1j4i io L---- PXX-XX (SHOWN) ` No• xx—xxP DEC 3 qD = _ _ a PXX-XXP 0 ZOL �; a y 3 V. APPROVED CONFIGURATIONc_ NZI.-A4 PO-KET D0R10W16-73TWO L) TRACKS sheet 8 &23 w DOOR FRAME WIDTH NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. e 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z Io^ J REQUIREMENTS SEE SHEET 5. 0 FF q = E i F F �S Z !y I w / � 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. G 0 O ti 0 U K N Or.� LL /C U n, 4V C Iti� EXTERIOR Q' c� g OXX (SHOWN) Q IL 04 XXO 0'3 t o PRODUCT REVISED ¢i o n as complying with Hai Florida Q W m a 6 Buliding Gods tL Z w-In NOA-No. 20.1118.06 J D e Expiration Date 0712012022 Q f DOOR FRAME WIDTH By IsG-Z I.Lb„}. Miami-0a a Product Contra N J I G � � o Z J W S � EXTERIOR rn v XXX (srlowN) 30 a M 0 r'1 a � 3 z"R J �S m r5 DOOR FRAME WIDTH — EXTERIOR F F � �1luullrq 20.. F rrrf o OXX—XXX (SHOWN) DEC 30 XXX—XXO OXX—XXO APPROVED CONFIGURATION G 'oR F ���� drawing no. XXX—XXX NON—POCKETED DOORc C' '•��O••'���� )fl��6-73 THREE (U TRACKS NAL����``��` sheet 9 of 23 DOOR FP!•DAE WIDTH NOTE: 4 y r___rr 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. r 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS e x I F F REQUIREMENTS SEE SHEET 5. Z n m I oo _ 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. p�[ T Fu, �N a O I Y� �d0 pWH 0 i UO i QPC[ pu�t erl PXXX(SHOWN) o?m XXXP O' $ pacQ ., 0NN¢ O n F'---- L46 Z W m jzm I a¢ awmE I I.o Lj - I DOOR FRAME WIDTH EXTERIOR c 0 PRODUCT REVISED U 8 I as complying with the Florida J i• 3• F F E Building Code Z J lil %' NOMNo. 20-1118.06 n n I 3 a oo a' d'" `} •"o �' Expiration Date 07/20/2022 a N o i �N By 1a�2I.Ll,,.a_ -3 p M m o I x Miami-Dade Product Control Z 3-j. N N a J W W M r PXXX—XXO (SHOWN) OXX—XXXP I I Id G Z I o 1 x� a�� SO c a N 1-1111 DOOR FRAME WIDTH EXTERIOR o o N i rr_r 5i I � = I � R i� F �� F i, J ' F /• F �� H ```t\111 IIIll/r// ��a I a /, v y is ♦ � ......•• //� .o �o o- o- a a a o- �`'�'9�,.•�ucENSF� ' o I zz m i xo I x N No.B1223 I DEC3 - I -o 0 2�20 APPROVED CONFIGURATIONS �i�R�••. S �� drawing no. PXXX—XXX (SHOWN) POCKETED DOORS �i/CS••''�ZO?ID• C9� ` W16-73 x PxXX--xxxp XXxP �3�THREE TRACKS- uw DOOR FRAME WIDTH NOTE: I 1. CONIRGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS O n n REQUIREMENTS SEE SHEET 5. n n E /i �% �. G i 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. Q f ?a O:Op`a U F F F 0 0$�* S voJr4 0'ea" S OaDo� XXXO(SHOWN) EXTERIOR In1 K DOOR FRAME WIDTH PRODUCT REVISED as comPlyln9 with the Florida Building Coda NDA-No. 20-1118.06 in H i G Expiration Date 0712012022 F F r% F » Y N Mlaml-0ade Product Control N v O O xx LL � J w z XXXX(SHOWN) EXTERIOR N N _�'" <CS M 1 try op — N N io v w la1M�� U�a EXTERIOR DOOR FRAME WIDTH m N -1771 \``111111111//// m o m w H p F is .•% J % / ���'VGW4 F F F p Fi. i No. 3 _ DEC 3 01010 o g� APPROVED CONFIGURATIS �'Q `.3TATE F °• � drawing` no. ON A}� FtoR1o..:' off• W16-73 POOKETED DOORS �i;ss�-.....� ���9`�� XXXX—XXXO(SHOWN) .h1L��� / OXXX—XXXO FOUR U TRACKS ////®,1111 sheet I I of 23 N I Al- xxxx—xxxx DOOR FRAME WIDTH �c r----- Z q 3 i/ 0 I Qd R 0 O J D U I t I S ; o o i x ------ ao SIR c¢ 8 PXXXX (SHOWN) L---- O 0 r¢ XXXXP d'¢Z o n NOTE: poll „5 t7 m Q Q�m k' 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. N0A-No. 20-1118.06 — 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. Expiration Date 07/20/2022 m By I51-7I.L6„J o Mlaml-Dado Product Control o rn Z I W a Of r____ y V7 n N I 0 t,ri I 0 Z y e n w Lo M I�0 ,oZ I� lx� EXTERIOR o€ DOOR FRAME WIDTH - v�k� I i I K i i. i i• J ,. � .. � E as 'O F F f• F � F F !F T o zz ,— o i o `7111111111//// o<m o ao` PXXXX—XXXO(SHOWN) _C p '• No. 9 OXXX—XXXXP APPROVED CONFIGURATIONS DC J O�o�� �. giA �.Q(, drawingo no. POCKETED DOORS FIORIOP.•' \`��� W16-73 FOUR (4) TRACKS 'ir`SBOdilp,����`\ ���//11111111t` sheet 1 2 of 23 i �,u W NOTE: � n 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. e 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS F-�9 REQUIREMENTS SEE SHEET'5.3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. 0 Or o a lzDt ot�Rpm Ix oI Oaag PRODUCT REVISED 0�tm oas u wmp Ingg with the Flarlda W z 4 a Building ode Q w� Gi NDa-No. 20-1118.06 LL?a- El Expiration Date 07/20/2022 J D m By I51-7 I-Z4-1, Miam ado Product tonUcl N J 1 0 O O N n N � i —/W o a 3 OEM � M m 1 o Z3 All 1� la lad Izz EXTERIOR - `u doa DOOR FRAME WIDTH o c m $ jO o o F Nar2 ,.., PXXXX—XXXX(SHOWN) APPROVED CONFIGURATIONcGcC 3 p So ydraw ng v no. XXXX—XXXXP POCKETED DOORC �uCO ��`�••• 'P[ORID7't•'• ♦��` � PXXXX—XXXXP FOUR (4) TRACKS ��///111111111 sheet13of23 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING rn EDGE DISi. 1 iJ/16• 18Y OR 2BY �!+� 721 �R m_ ' WOOD K m �� CONCRETEEDGE DIST. KSI MIN. MIN. 0 � Et M14 OGy� E1 VOW i M5 aCCM o O1 4 ® M5 © ® E16 O D� „•�pT M13 1d}n�}L� N ,OI ly I i t i� E76 I l i M73 U.2 -n I I I I I I I I I Q W 0M1 f F E4 1 1 I i � I I I I I I 1 I j I I I I I PRODUCT REVISED as comp)yIngod with the Florida J I I I I I I I Building Code 4= I NOA-No. 20-1118.06 Q: l I i Expiration Date 07/20/2022 I I I I I I 1 1 tE IIIi i i i ! gy MIemH-0atle Product Control Q V x o C i i i Ii III = O i i i L z �w p o o N W I I I W x Cn cnan o w O of In n p a DQ FA I i ! zd cl o II n c o i i i i i I ' w 4J I�jg� I I I !I Ii I I I 1 i I I I I i I I I EI5 I 1 1 !I 1 I I I I I II i t C M73 I I II II I I I II II i 3 I I I I- I l i li li M9 s s E9 I I i i i I i ° o I I E2 I I MiJ I I 1 I E17 B M72 e 6 m OE17 E18 ® M5 _ .• � o m`m N MS E2 '^ - v m .CONCRETE. 1 CONCRETE^ 3 k51'MIN1 I3/16 POURED do HARDENED 1 1J/16'' `� VCEN3F'� � m •o HIGH STRENGTH GROUT N" NON-SHRINK,NON-METALLIC N" DEC ` \ Ra f'c=5000 PSI MIN. EDGE DIST. O n EDGE DIST. NOT BY E.S.WDW.' :,• MUST TRANSFER SHEAR '6 LOADS TO STRUCTURE �Q'•.. STATE drawing no. TYPICAL ANCHORS W16-73 TYPICAL ANCHORS SEE ELEV. ••'• ELEV.SEE ING FOR SPACING FOR S 'rrr��o�i�-1 ��\ sheet 14 of 23 i METAL 'H2Z STRUCTURESTYPICAL ANCHORS: SEE ELEV. FOR SPACING EDGE DIST. MINoEDGE 015T. 1 17/16 1/8"THK.— AT HEADTYPE 'A'- 1/4' DIAULTRACON+ BY 'DEWA T' (Fu-164 KSI,Fy-148 KSI)INTO WOOD.STRUCTURESo 2" MIN. PENETRATION INTO WOOD I O w `9 U N THRU 1BY BUCKS INTO CONCRETE I N zS t N¢ � IL o�I 1-3/4" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. m O 6 C ' u� 8�yj rrl THRU 2BY BUCKS INTO CONCRETE m I < w= u,m 1-1/2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. �� NN iog N� 0'0- no _ O It aDp3 + TYPE 'B'- 1/4' DIA. ULTRACON+ BY'DEWALT (F-164 KSI, Fy=148 KSI) DIRECTLY INTO CONCRETE TYPICAL ANCHORS TYPICAL ANCHORS -- -- -- 2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST, SEE ELEV. I�--'--------'--------ii a m�4� n FOR SPACING SEE FOR SPACING Ij SERE(-DADE COUNTY SEPARATE NOA APPR'D MULLION ii J D b 4 TYPE 'C'- IX DIA. TEKS OR SELF I IIN- SCREW$ (GRADE 5 CRS) ii ii Q 40 INTO F.B.C. APPROVED MULLIONS ILOR ------- INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I t ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN•) I [J STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) o(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — 1 0 0 J _ N o AT SILL `� 11 TRACQN+ BY 'pEWA1L' (Fu-164 KSI,Fy-148 KSI) I PRODUCT REVISED STEEI E CHORS J DIRECTLY INTO CONCRETE as complying with the Florida LEV'FOR SPACNG L — — — — — — — — _ — — 1 Building 6odo 0 1-3/4" MIN. EMBED INTO CONCRETE J NOA-No. 20.11'18.06 y (/j-N — AT JAMBS t Expiration Date 07/20/202 m QCY, n I By Ise-2 Z 3 J TYPE 'A'- 1/4' DIA ULTRACON+ BY 'DEWALT' (F-164 KS.Fy=t4a KSI) Miami-Dade Product Control 0 3 Z ti o INTO WOOD STRUCTURES I J 2" MIN. PENETRATION INTO WOOD yj 1a �`-L , THRU 1BY OR 2BY BUCKS INTO CONC, OR FILLED BLOCK WM�T r 1-1/4' MIN. EMBED INTO CONCRETE 1-1/2" MIN. EMBED INTO FILLED BLOCKS TYPE 'B'- 1/4" DA UITRACON BY 'DEWALT' (F-164 KSI,Fy=148 KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 2" MIN. EMBED INTO CONCRETE g o 2" MIN. EMBED INTO GROUT FILLED BLOCKS TYPE 'C'- 1/4" DIA TEKS OR SELF DRI IIN SCREWS (GRADE 5 CRS) I ��3 INTO F.B.C. APPROVED MULLIONS OR FAND OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WDW.' INTO METAL STRUCTURES I SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE TRANSFER THEM TO THE BUILDING STRUCTURE. y oho o ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o' STEEL: 1/8"THK. MIN. (Fy = 36 KSI MIN.) I y <m — (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 'o ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. (UNLESS SPECIFIED OTHERWISE) _ No. 23 - INTO WOOD STRUCTURE = 1" MIN, DtiC'3©[�L� INTO METAL STRUCTURE = 3/4" MIN. '�O. siA • CU drawing no. WOOD AT HEAD 0R JAMBS SC 0.55 MIN. iS'•.FZORIDa,•'���� W16-73 CONCRETE AT HEAD,SILL OR JAMBS 1'c = 3000 PSI MIN, C-80 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 'r�si'0NAL11,`7�`` sheet 1$of 23 � II OF n REINF.AS REGD. PANEL WIDTH E19 SEE SHEET 5 METAL FOR CAPACITY STRUCTURE TYPICAL ANCHORS SEE FOR SPACING ELEV. O F„yl a MIS M71 E26 MI6 E70 D.L. OPG. Ell M13 M4 M6 E13 E26 a f L n TYPICAL ANCHORS �' SEE EL% �C �a u FOR SPACING, C�- _ TYPICAL ANCHORS d 9 n -,�-- FOR SSEE PACING 19 O %90 n= _ _ _ _ _ _ 0 0 N O �. .. .. .. vl W O5 S o C, arc. 7-a' 0W WOOIE EXT.W y RONF.AS REGD. E3 E13 M73 E7 E19 SEE SHEEP 5 EXTERIOR .-. FOR CAPACITY EG 3 p1 1BY OR 2BY PANEL WIDTH LOAD BEARING SHIMS p0 WDOD BUCKS o 1O LOAD BEARING MAX. ODOR FRAME WIDTH 3/8 MAX. n SHIMS LOAD BEARING N SHIMS PRODUCT REVISED z w as complying with the Florida Building Code NOA-No. 20-1118.06 3 d L2 Fxplration Date 07120/2022 M p n H O By I s�Z _z o TYPICAL ANCHORS M6 11116. ade produet Control 3'Z o SEE ELEV. l:l p FOR$PACING W LoIn I G•i -- _JL_ ba a v�o W EKT, �o REINF.AS REGD. v a E6 M5 EIZ ET9 SEE SHEET 5 FOR CAPACITY •; o LOAD BEARING MAX. DOOR FRAME WIDTH ••�� SHIMS Y UCy 30 2029 ��Q•• STATE drawing no. S�OWP,L //unl\\\ sheet�5of23 W PRODUCT REVISED L!7j as complying with the Florida Z Building Code O F NOA-No. 20-1118.06 Z II:W N a Expiration Date 07/2012022 m o By 151-7 I•�6nnJ. O W N:.m U MlamlDade Product Control0. iv 1%13 CI c ui� Oaoo 8 HOOK STRIP ANCHORS O 0 SEE ELEVS Is 2 w FOR SPACING LL N V O f�m jH a 0 / . HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING _ / C F L C S j a N �2" E14 M4 1/4" DIA. ULTROCON+ BY 'DEWA T' (F-164 KSI,Fy-148 KSI h G T DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE o 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS o0 - - - - - - - - 414 SMS (GRADE 2 CRS) _ ___ __ __ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES U 1-1/2" MIN. PENETRATION INTO WOOD J z w #14 SMS OR SEI F DRILLING SCREW (GRADE 2 CRS) y pj v N INTO METAL STRUCTURES m 3 a,M (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE UD v M4 MJ ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) o Z 3-j o STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 0 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINED) w UI o TYPICAL D DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. POCKETED JAMB OPTION INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. POCKET CAVITY NOT BY'E.S.WINDOWS' f2 0 NOT PART OF THIS NOA `o TO BE REVIEWED BY AHJ c o= 0 o= A i DEC 3 0 Z�z� '�•, STATE • ,� drawing o no. $ ORID�;.•' \�; W16-73 1 BY OR 2BY METAL / w STRUCTURES WOOD BUCK n (SEE NOTE SHEET 1) THK. 3 5 8° (SEE SHEET 15) m EDGE j1IST.. / „�. = EDGE 3 5/8' m 3 MI x: EDGE DIST. MIN.L� DIST. o EDGE. ISf. 3 5/B' O w n 7d' I MIN. I o 4 I I•,w I 3 pn Q IL R 21- IL NM Nmm to S IW.� ,m~�CLLT eI EtA TYPICAL ANCHORS a P1 8 w x s SEE ELEVS. O TYPICAL ANCHORS �� rn TYPICAL ANCHORS \� v+N TYPICAL ANCHORS �O N FOR SPACING-- O 0 K SEE ELEVS. SEE ELEVS. SEE ELEVS. r___________________1 �,¢Z D p FOR SPACING FOR SPACING - FOR SPACING 1�MIA -DADE COUNTY APPR'D MUWONII Q W 7TL g 11 SEE EPARATE NOA I I IL t N-m 11(SEE SHEET 15) I y�y m Q •� -I I--- --J Q W em1`L N � N I K � PRODUCT REVISED o as c 11inB with the Florida %rBuilding Code N � ile. 20-7116.06 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS v� SEE ELEV. SEE ELEV. SEE ELEV. SEE ELEV. () Expiration Date 0 7/2 012 0 2 2 FOR SPACING FOR SPACING FOR SPACING FOR SPACING O D ,r"j By "I-,I•LS,k o J� MIem4Dade Product Control © 1 j2-MAX 3/8"MAX. y 3 N 1/2•MAX LOAD BEARING LOAD BEARING M p 0 n SHIMS SHIMS p N1 n LOAD BEARING Z 3 iO SHIMS z WOOD STR IC RE FI N u1 O ° VA N N N O w e ¢O TYPICAL ANCHORS SEE EL 3 FOR SPAC NG N ,•° a Oo EXT. w o EXi. r EXT. u' EXf. 1f2•MAX. III EaA n y o 0 0 IJIII LOAD BEARING - SHIMS o a m WOOD BOR UCK .'i..�'........:-.. ....,...- .�,. (SEE NOTE SHEET I) J�Os .... ...... CEN i........ 1 .............. �g :.•,^ .CONCRETE NO. 3 ;{7= I • S EDGE ��%ve:1.:,.'. 3 KSI MIN. `e 3 DIST. MIN. �„�.• �` '' 3 Q'•, ST F drawing no. 3 TRACK FRAMES ` W16-73 ANCHOR LOCATIONS �1 �� sheet g oT 23 /I11111I 16Y OR 2BY wx METAL STRUCTURES xZ_rn V/8"THK. SEE SHEET 15) ....3 3 5/8- OD BUCK (SEE NO1WO..EE1 IK 16GE•8W. 8. EDGE DIST. EDGE DIST. 0 MIN. W MIN. oW fJ00 0 L) TYPICAL ANCHORS m H 0 ti TYPICAL ANCHORS SEE ELEVS. EIB I C SEE ELEVS. FOR SPACING FOR SPACING 010 TYPICAL ANCHOR 0 M. SEE ELEVS. ------------ 0 FOR SPACING ---------- - ---- --- �M,��---- --------- - -- _�,p M _ II MIAMI-DARE R'D ULUON FOR SPACING ra App M W:I SEE SEPARATE NOA'S H'ET I." C. SEE 5 ......... ............ j Cis ,11 -- ----- -------- --- TYPICAL ANCHORS T. vi SE E ELEVS. FOR SPACING 0 PRODUCT REVISED o piling with the Florida 09 com Bullifin TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS N0A-No- 20-1118.06 SEE ELEV. SEE ELEV. SEE ELEV. SEE ELEV. 8 FOR SPACING FOR SPACING FOR SPACING FOR SPACING E pliration Date 07/20/202 z L'i 1/2-MAX. 1/2"MAX. 0 x 13: 15f-7 1, 3/8-MAX. zi P N.7; LOAD 13EARING LOAD BEARING . U) Miand-Dade Product Control SHIMS S.LO ,rIN. SHIMS S 0 ;7,G o -j WOOD STRU TURE Ed I In .w Lj "N Lo E3B FOR 4SPA z ago FiN TYPICAL ANCHORS S Es SEE ELEVS. O FOR SPACING --L.1 LU LE E2B EXT. EXT. EXT. EXT. 1/2"MAX. 1BY OR 2BY LOAD BEARING WOOD BUCK ......... SHIMS (SEE NOTE SHEET 1) CEN .. ..... .. ........ ............ ........ ..... .................. ................ ................. .............— ...... ...... rll�3 ' CONCRETE EDGE S'-7/161,-.1m 3 KSI MIN.DIST. DECdrawing v no. 10RI 4 TRACK FRAMES] . ..... ..... ANCHOR LOCATIONS JW16-73] ITEM A PART g REQD. DESCRIPTION MATERIAL. 1GLNF./SUPPLIER/REMARKS �U � El ES-EL400-001 1 FRAME HEAD(2 TRACK) 6063-T6 - ETA ES-EL400-201 AS REQD. FRAME HEAD(3 TRACK) 6063-T6 - Br `o E1B ES-EL400-205 AS REQD. FRAME HEAD(4 TRACK) 6063-T6 - Z m @@m E2 ES-EL400-002 1 FRAME SILL(2 TRACK) 6063-T6 - W aZ E2A ES-EL400-202 AS REOD. FRAME SILL(3 TRACK) 6063-TES - a Z E28 ES AS REQD. FRAME SILL(4 TRACK) 6063-TES - �,p C`c U E3 ES-EL400-003 2 FRAME JAMB(2 TRACK) 6063-T6 - d H E3A ES-EL400-203 AS READ. FRAME JAMB(3 TRACK) 6063-T6 - 1%p E38 ES-FL400-207 AS READ. FRAME JAMB(4 TRACK) 6063-T6 - G E4 ES-EL400-004 1/PANEL TOP RAIL(INSUL LAM.GLASS) 5063-T6 - v p w E5 ES-EL400-005 1/PANEL BOTTOM RAIL(INSUL LAM.GLASS) 6063-T6 - 0 a C E6 ES-EL400-006 AS READ. JAMB STILE(INSUL LAM.GLASS) 6063-T6 - C 16 tj E7 ES-EL400-007 AS REQD. INTERLOCK STILE(INSUL LAM.GLASS) 6063-T6 - a T 6 E8 ES-EL400-009 1/PANEL TOP RAIL(LAM.GLASS) 6063-TES E9 ES-EL400-olo 1/PANEL BOTTOM RAIL(LAM.GLASS) 6063-T6 - :1 O m J E10 ES-EL400-011 AS READ. JAMB STILE(LAM.CLASS) 6063-T6 - Q u=i m Ell ES-EL400-012 AS REQD. INTERLOCK STILE(LAM.GLASS) 6063-T6 - PRODUCT REVISED as complying with the Florida E12 ES-EL400-013 AS REQD. ASTRAGAL STILE(LAM.GLASS) 6063-T6 - Building Code E12A ES-EL400-008 AS READ. ASTRAGAL STILE(INSUL LAM.GLASS) 6063-T6 - NOA-No. 20-7'178.0B E13 ES-EL400-014 AS REQD. JAMB COVER 6063-TS - Expiration Date 07/20/2022 m E74 ES-EL400-015 AS REQD. POCKET JAMB 6063-T6 - By I i1--7 I.14an.1. o , E75 ES-EL400-016 AS REQD. SILL TRACK 6063-T6 - ml Dade Product Control o N E16 ES-EL400-017 AS REQD. HEAD COVER 6063-T5 - yq E17 ES-EL400-018 I AS REQD. SILL RISER 6063-T6 - cs V E18 ES-EL400-020 I AS REQD. FIXED PANEL BOTTOM GUIDE 6063-T6 - ..J z -J w E19 ES-EL400-021 AS REQD. INTERLOCK REINFORCEMENT 6005-TS - E26 ES-6011 AS REQD. SCREW COVER 6063-TES - N tn�a h OrnN1 M1 ES-EL400-COI 4/PANEL GLAZING GASKET(LAM.GLASS) SNCONE DUROMETER 70tJ SHORE A p z 3 J m M2 ES-EL400-G02 4/PANEL GLAZING GASKET(INSUL LAM.CLASS) SILICONE DUROMETER 70±3 SHORE A a Z LL o M3 ES2020-GO4 AS REQD. INTERLOCK BUMPER PVC OUROMETER 60t5 SHORE 0 M4 W33271NK AS REQD. PILE W'STRIPPING(INTERLOCK) WOOL - w Lai n M5 W33181NK 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 MB PS01-1036 AS REQD. MORTISE 2 POINT LOCK ST. STEEL - FASTENED TO LOCK STILE TH (2) fJ8 X 1/2"FH SMS M2 E2 M9 GT-R34/3-01-A 2/PANEL ROLLER ASSEMBLY ZAMAK - SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK M10 6844.1 AS REQD. BUMPER ALUM/NYLON - 44"FROM BOTTOM g o M11 ES-EL400-FPI SL AS REQD. FIX.PANEL CUP ST.STEEL FASTENED TO LOCK STILE WITH - (2) 810 X 1"FH SMS - M12 #8%3/4" AS REQD. KEEPER FASTENERS ST.STEEL P.H.SMS m a SURFACE MOUNT METALLIC KEEPER AT 44"FROM BOTTOM m M13 #10 X 1-1/4" AS REQD. PANEL ASSEMBLY FASTENERS ST.STEEL P.H.SMS FASTENED TO FRAME JAMB D 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 12 M15 Q6 X 3/8" AS REQD. FIX.PANEL CUP FASTENERS ST.STEEL P.H.SMS m N R 0_ M76 BB X 1/2" AS REQD. FIX.PANEL CUP FASTENERS Si.STEEL F.H.SMS '0v; M18 #10 X 1/2" AS REQD. ROLLER FASTENERS ST.STEEL P.H.SMS `111111 I11 f/TAA m a m M19 #10 X 1" AS REQD. LOCK INSTALLATION FASTENERS ST.STEEL F.H.SMS �V �� F.61,n. Ai�A M20 88 X 1/2" AS REQD. HANDLE INSTALLATION FASTENERS ST.STEEL F.H.SMS ` ��b VOIJYyF � I n o SEALANT: DEC 3 p 20 i = ALL JOINTS AND FRAME CONNECTIONS SEALED WITH O B drawingo no. WHITE/ALUMINUM COLORED SILICONE. �., `s •�Dletv,. �\\� W16-73 AAAAA/,o(y@L7��� sheet 20 of 23 .743 .062 I 11�k 4,�nU r--4.575 -5.666 7.496� .062 p hyjT+�, Z 1.151 rPT1jrTifl:J , O r W3 a'o m^ o O W N`o V E1 FRAME HEAD (2 TRACK) EtA FRAME HEAD (3 TRACK) E1B FRAME HEAD (4 TRACK) 0, a OG�� DI V�g m .062 .062 I .07o p ma o poi 2.000 2.000 2.000 0 a!ruo .656 F�--4.762a1 k5.894 7.704� j O wmg J Q f j FRAME SILL (2 TRACK) E2A FRAME SILL (3 TRACK) E2B FRAME SILL (4 TRACK) _ 1.360 - N m ry 1.360 PRODUCT REVISED $ as complying with the Florida o 0 .072 .062 NOBuiIA-No.ding Ced20-1118.06 v Expiration Date 0 7/2 012 0 2 2 J Dy Is�71.Lb,a. o J LLJ 3.715 MIa.l..de Product Contra N (n N N 4.565 5.666 5.525 7,496 7.335 3 M"N .062 a a'in.072 a m o Z3� ° 0 a 3z `o .062 - .072 O O E3B FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) FRAME JAMB (4 TRACK) o 1-062 1.1 1.732 1 433 o m y O o �176 2.750 Eta ��:VCENBP• m ,° o POCKET JAMB \ � No.81223 DEC 3 0 2020 = n �.,`�ss��zoa�_..• G\�� W16-73 �///oNAl�l�l\\ sheet 21 of 23 c 1.340 1.340 1.875-1 �1.875-1 970 4 I .Ofi2 2.686 MI .480•9 29 7211 .062 .094 '622686 062 .052 L p3rO0. 1.340 1.904 0 GLAZINGSGLAS PANEL TOP RAIL PANEL TOP RAIL 3-I O G LL Ee (LAM.GLA55) E4 (INSUL. LAM.GLASS) k+---3.422 W-J.422 V p w ei 1340 cr -{.866 I=-- yh2 Q a.OIIASTRAGAL STILE ASTRAGAL STILE O d t (�.CLASS) 1 (INSUL LAM GLASS) �i C L OJ n r �] 1.7321 Q W 7 LL N 2.993 .062 I I 1.732�{ .062 1.075 J p M 2.993 rtn I .062 I I 040 Z L7- Q W 0 f 2118 M2 GLAZING GASKET 2.118 7�- 1.35� 125 21 .�7111-� O INSUL.LAM.GLASS ^ I I n 1.340 1.340 MATERIAL=SILICONE j .929 E16 HEAD COVER HARDNESS - 70±3 1O TENSILE STRENGTH- 1139 PSI o PANEL BOTTM RAIL PANEL BOTTM RAIL ELONGATION AT BREAK- 235R oo (LAM.GLASS) E5 (INSUL LAM.GLASS) E19 INTERLOCK STIFFENER 24J TEAR STRENGTH R X Lb/IN235rn n BRMLENESS TEMPERATURE_ -40'F 2.9.0 t2.051 926--yI ��� COMPRESSION SET 12.5�(22hD212'F) o JV .062 I 062 I z J w .050 1.791 0 - 1.aso �0 1. .3 o .087 a a PRODUCT REVISED n n 2,051EtB as 00mplying with the Florida o Z_ e Building Code o 3 FIX. PANEL BOTTOM GUIDE E1J JAMB COVER NOA-No. 20-1118.06 "' T'z V)�PANEL JAMB STILE PANEL JAMB STILE F�cplratlon Data 07/2012022 N C Elo (�.CAS) E6 (IrvsuL LAM.class) �71 W M a 287 t� BY sL 7 2.750 2.750 512 �050 d � I8. Miami-Dada Product Control .115 -.115 'A- .040--b- .711 T_ I 275 1.340 �8 1.340 � L .062 Ets TRACK INSERT E26 SCREW COVER F 1.622 rl 621 m g INTERLOCK STILE INTERLOCK STILE E11 (LAM.GLASS) E7 (INSUL.LAM. GLASS) y=r 0 0 r .500 2 551 i g 1.742 I C: NOT2 ,...�. DfC 3Big G62o no �Ilo- E77 SILL RISER 77775/,�NALt1,, sheet 22of 23 . � 1 / Lm Z q m 3 I / •/ Qi O p 4 V % M14 I�n 00 /• dot V��H pa o o cccggq W N pJ Q W 4 N 11.W .J OEE 0.5 J Q W Om F FRAME TOP CORNER 2 TRACK FRAMES(SHOWN) m 3 TRACK FRMAFS(SIMILAR)WITH(1)ADDL FASTENER 4 TRACK FRAMES(SIMILAR)WITH(2)ADDL.FASTENERS o PANEL TOP/BOTTOM CORNER LAM.GLASS RAIL&STILE(SHOWN) INSUL LAM.GLASS RAIL&STILE(SIMILAR) J z -I W o a w UIri Y OO d M ¢ Z n g 3z� M14 ° PRODUCT REVISED as eamptying with the Florida 0 J Building Code w W n f•' NOA-No. 20-1118.06 Expiration Date 07/20/2022 / MIamI-0ade Product Contra + c d=« 0 II11111111 It e � � o �, ��;••'C10EN3F•'• ,o i DEC 3 01010 FRAME BOTTOM CORNER 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES(SIMILAR)WITH(1)ADDL FASTENER 4 TRACK FRAMES(SIMILAR)WITH(2)ADDL.FASTENERS %��• ST .:��/c dfawing n3 ,;�5 •.�tomvl:'�`.� W16-7 Fi e. C®gy James Philip Drago, Registered Architect 333 NE 24"' St,Boca Raton,Florida 33431.........Sea!#AR009780 (561)361-7161 office (954)275-8834 cell (561) 36.1-8096 fax "WINDOW./ DOOR REPLACEMENT LETTER" Date: March 17, 2021 Project: Colby Door/Window Replacement Address: 965o S Ocean Drive, #2002,Jensen Beach, FL 349.57 - - - Dear: St Lucie County Building Official(s), I (James Drago, Registered Architect)have conducted a review of the proposed design pressures (PSF) for the above Commercial Property location to replace the doors and windows shown on the attached Floor Plan. Above 30'component height are as follows: (See attached Floor Plan for specific door-and window size and design pressures) • ZONE 4— 67.o / -67. ZONE 5 —67.o /-i2g:6 • Zone 5 is defined as 6.4' of building wall from building corners. • Zone 4 is defined as all other wall space. Design pressures calculated with 0 II occupancy category . • 16o mph ultimate design wind speed. a D asce exposure category 1 wind directionally factor(Izd)' • 1 topographical factor (Kzt) • 4_min. (least)building dimension • f8o' mean roof height, mrh 0 171' elevation of installation • Flat k10 deg) roof slope Therefore,please accept this letter as a formal certification that to the best of my belief and professional.judgment that the p,oposed.design pressures (PSF)to replace the doors and windows installation will meet.(or-exceed)'the-minimum requirements set forth byth d ,,ode th Edition. Thank you in advance for ur rstancean`th-s att m Digitally signed b 9 Y 9 Y y,, �Earr� s t , y q1` N, y,James P Drago AR ° ,''�Datt:2021.04.01 ARCHITECT SEAL: 10:30:26 04'00' James Philip Drago,Re ered Atclf 6 AR#009780