Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL PANEL WALLFlorida.Building Code Online Page 1 of 2 BCIS Home Log In User Registration ."Hot Topics . Submit Surcharge Stats &Facts ' Publications Contact Us 8CIS Site Map : Links O 1 Product Approval USER; Public User Product Aoorovai Menu > Product or Application Search > Application List > Application Detail 6 Pv "._� • - ` FL # FL21899-R2' Application Type VI f��� I Code Version r GGG YYYYYY 2020 Application Status Approved CODE COMPLIANCE Comments L�BOC CIE COUNTY Archived C/�/ Product Manufacturer EGS-International, LLC Address/Phone/Email 3133SW 25th Street Pembroke Park, FL 33009 (954)964-1441 - engineers2501@ msn.com Authorized Signature ]alal Farooq veronica@afceng.com Technical Representative Gary Zack Address/Phone/Email 3133 SW 25th Street Pembroke Park, FL33009 (954) 9644441. gary@egsintematiorialllc.com . Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Storefronts . Compliance Method Evaluation Report from a Florida Registered Architect or a License Florida -Professional Engineer Evaluation Report _ Hardcopy Received Florida Engineer or Architect Name who developed ]alal Farooq the Evaluation Report Florida License PE-81223 Quality Assurance Entity National Accreditation and Management Institute 'Quality Assurance Contract Expiration Date 12/31/2021 Validated By IAVAD AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of. Independence FL21899 R2 C0I SS - Certificate of Independence,pdf Referenced Standard.and Year (of Standard.) Standard year AAMA 501 2015 ANSI Z97.1 .2014 TAS 201, 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FI.2i899 'R2 Equiv SS - Equiv Ltr template AAMA'501-15 ANSI 9 mhtml:file:/C:\Users\Ardicon\Documents\EGS Rampart series NOA.rnht 8/15/2021 Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Method I Option D Date Submitted 12/16/2020 Date Validated 12/17/2020 Date Pending FBC Approval 12/30/2020 Date Approved 02/09/2021 Summary of Products FL * Model, Number or Name Description. 21899.1 I Rampart Series 5500, Aluminum Window Wall System Limits of Use Approved for use in HVHZ: Yes: Approved for use outside HVHZ: Yes Impact'Resistanti Yes Design Pressure: +100/7100• Other: See attached drawing W36-66 for span vs load combinations and installation instructions. 21899.2 I Rampart Series-5500 Aluminum_ Window Wall System Limits of Use Approved for use in HVHZ: Yes Approved for use outside.HVHZ: Yes Impact Resistan Design Pressur +100/-130 Other: See attac 6-68 for span vs load combinations and Installation instructions. Large missile impact resistant aluminum window wall s Installation Instructions _ F1_218399 ' R2 -II SS -'RAMPART SERIES 5500.WW (LM: DWG W16-66 (2020).pclf Verified By: ]alal Farooq PE #81223 Created by Independent Third Party: Yes Evaluation -Reports FL21899 R2 AE _SS - RampartSeries 5500 Alum WW PAE 2020.pdf .Created by Independent Third Party: Yes Small missile impact resistant aluminum -window wall s Installation Instructions FL21899 R2 II SS - RAMPART SERIES.5500 WW (SM DWG W16-68 (2020).odf Verified By: ]alai Farooq PE # 81223 . Created by Independent Third Party: Yes Evaluation Reports FL21899 R2 AE SS - Ramoait Series SS00 Alum WW PAE2020.gdf. Created by Independent Third Party: Yes Back Neict Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:; Privacy Statement ;: Accessibility Statement :: Refund S Under Florida law, email addressesare public records. If you do not want your a - mall address released In response to a public -records request send electronic mail to this entity. Instead; contact the office by phone or by traditional mail. If you have any questions, please contact 850.4f 'Pursuant to Section 455.275(1), Florida Statutes; effective October 1, 2012; licensees licensed under Chapter 455, F.S. must provide the Del with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addres public record. If you do not wish to supply a personal address, please. provide the Department with an email address which can be made availa public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®®FOW Eh" Credit Card Safe. mhtml:file://C:1UserslArdicon%DocumentslEGS Rampart Series.NOA.mht 8/15/2021 4 Y r C 5 D 5 N O y 0 B 4 2" 4 1/4" MAX. /I ' I ANCHORS TYPE A, B OR C I ANCHORS TYPE A, B OR C O--3 AT EACH JAMB 1--3 AT EACH SIDE OF MULLION SEE SHEET 2 SEE SHEET 3 RAMPART SERIES 5500 ALUMINUM WINDOW WALL SYSTEM (S.M.I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A S IMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MMMLS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT .APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND 'OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASO)'. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION 'IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. TYPICAL ELEVATIONS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 CHECK DESIGN LOAD CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEET 2 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 3 USING CHARTS ON SHEET 3 SELECT ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED THRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM. STEP 5 FOR SYSTEMS WITH UNANCHORED JAMBS, USING SHEET 5, DETERMINE THE MIN. & MAX. GAP DIMENSIONS. D.L. OPNG. WIDTH A 4 I I I I I I C 5 x lJ wV. / v=i z a 0 0 B 4 4 1/4- MAX. j HEAD/SILL I\ ANCHORS TYPE A, B OR G --3 AT EACH JAMB SEE SHEET 2 DAYLITE OPENINGS SINGLE •0• PANEL: DLO WIDTH = FRAME WIDTH — 4.50" DLO HEIGHT = FRAME HEIGHT — 5.50" PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT. F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. Sealed:12/16/20 FL #21899 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION \\ V'�..,•HI��' PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED `\\0��;•�TGENSF '•, ON THIS DOCUMENT. INVAL B.- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED ID IF ALTERED BY ANY MEANS. NO. B1223 C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED - ( ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R,) — FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED pa •��°A°'f""M ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. F®�� 0- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF //���® •� \\ THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 4 V m z m Z % N F ^t Z N GO V o O W cl N X O � LL 0 tNM, V p Mi 'I a 0 m °o Qaoo.+ G alz 0 N N Q W 7 LL N J`�f0aw Q Win 1- i • � o crowing no. W16-68 DESIGN LOAD CAPACFTY -PSF NOMINAL DIMS. MULLION 'M1' MULLION 'M2' WIDTH (VO FRAME HEIGHT EM.(}) INT.(-) EXT.(+) [MT.(-) 36" 42" 48" 54" 60" 66" 72" 72" 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 90.9 118.2 90.9 118.2 83.3 108.3 83.J 108.3 36" 42" 48 54" 60" 66" 72" 78" 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 90.9 118.2 90.9 118.2 83.3 108.3 83.3 108.3 36" 42" 48" 54" 60" 66 72" 84" 100.0 130.0 d00.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 90.9 T18.2 90.9 118.2 83.3 108.3 83.3 108.3 36" . q2" 48" 54" 60" 66" 72" 90" 100.0 130.0 100.0 130.0 10D.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 90.9 118.2 90.9 118.2 83.3 108.3 83.3 108.3 36" 48" 54" 60" 66" 72" 96" 10D.0 130.0 100.0 130.0 10D.0 100. 130.0 130.0 100.0 100.0 130.0 130.0 100.0 100.0 130.0 100.0 130.0 100.0 130.0 90.9 118.2 90.9 118.2 83.3 108.3 83.3 108.3 36" 42" 48" 54" 60" 66" 102" 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 90.9 118.2 90.9 118.2 36" 42" 48" ® 60" 66" 108" 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 1J0.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 90.9 118.2 90.9 118.2 u W m m Z n i u~ m _ W 1 �y I / / IY IL G N O i IL 54" U ♦Y. C IL Ot ==j =00: �! p, .i _ W7 W2 W3 0 al' t e aa�$ppp INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. W ] LL N WIDTH (w) = W1 W " = 4 z0f r AT FRAME JAMB J i ra < w Q W M 2 . Li WIDTH (W) = W2 + W3 1/4" TEMP. GLASS AT FRAME MULLION 2 .060" Interlayer SILICONE Tro. 0l PVB n REMCO SPECTRM 2 By Kuraray America, Inc.' J 1/4" TEMP. GLASS J a 3 U 0> z 'w p J O m m � � Z F 0 < n / p Q 0=J Z f 0 n Y F=- a' v MULLION 'MI' MULLION 'M2' z N d i Ix IN"4 Sx IN" 3 LY IN-4 S. IN�3 g N F Y m 15.440 5.50 ALUMINUM 15.440 5.50 W F.. Z O a STEEL _ 1.42 .945 tt \ N TOTAL 18.485 O \ 10 I.Aw NS1Lx 2.9 \ / U � w -1 of GLAZING DETAIL NOTE: GLASS CAPACITIES ON THIS SHEET ARE o BASED ON ASTM E1300-09 (3 SEC. GUSTS). ` U N C N O 0. iii j 7\Ill 1T/y7y' c No. 81223 I I Sealed: 12/16/20 ®' sr o®���� drawing 9 no. FL #21899 7j�rI1111�i11111�`` sheet 2 of 7 DESIGN LOAD CAPACITY -PSF NOMINAL DIMS. MULLION 'MI MULLION 'M2' WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) IM.(-). 36" 42" 48" 54" 60" 114" 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 � 130.0 100.0 130.0 100.0 130.0 100.0 120.6 100.0 130.0 36" 42" 46" 54' 60" 120" 100.0 130.0 100.0 130.0 100.0 130.0 100.0 130.0 100.0 123.0 100.0 130.0 100.0 111.3 100.0 130.0 100.0 102.2 100.0 129.2 JAMB/BULLION ANCHOR LOAD CAPACIT D. ANCHORS l l�lll�l�/ VCEI`7Sg •••,• No. 81223 Sealed: 12/16/20 =�®' sT �10 ° FL #21899"III tn111ttt�` �W aN m e O �1 m Z "w Z F W Z ry Q 00 4 O O O W ry V U N % IL G; FaF1 G 0 U "D M, ci w .t Q a�Im7 O Gaon ° O 0u) Q C i N W ] LL N JzW%jW• Q W 0 E F n V J J a 3 J rn O m 00 J O .. Z - M 3 J LJ o Z x v� OM N Y a a N d I N W LLj F 2i Y Z ln0 h Q a U � w -j W M a ]ABH/MULLION ANCHOR LOAD CAPACITY -PSF 0 U v o0 1,11 c i 0 I drawing no. W 16-68 sheet 3 of 7 Y -PSF NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'H' ANCHORS TYPE 'C' WIDTH (W) FRAME HEIGHT EXT. c+> INT. - EXT. c+� INT. - Ezr. c+) INT. - WIDTH (W) FRAME HEIGHT EXT. c+) INT. - EXI. IM. - (+) INT. - 36° 42" 48" 54" 60" 66" 72° 130.0 130.0 130.0 36" 42° 48" 54° 60" 114" 98.9 130.0 118.7 130.0 1J0.0 130.0 84.8 130.0 101.8 117.5 170.0 130.0 74.2 130.0 89.1 104.4 1J0.0 125.3 66.0 127.2 79.2 130.0 112.8 59.4 114.4 71.2 F.5-,l 1J0.0 102.5 36" 42" 48" 54° 60" 120° 94.0 130.0 112.872" 130.0 94.0 80.6 130.0 96.7 36" 42" q8" 54" so" 78° 130.0 130.0 130.0 70.5 130.0 84.6 124.0 130.0 130.0 62.7 120.8 75.2 108.5 130.0 130.0 56.4 108.7 67.7 96.4 130.0 115.7 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS fis.s t3o.o loa.t EDGE1 BY OR 28Y EDGE DIST. TYPICAL ANCHORS OOD BUCKS SEE ELEV.- FOR SPACING 6 O 5 < n 1 ELEV. TYPICALANCHORS SEE FOR SPACING O i z z a I NPICAL ANCHORS SEE ELEV. J. FOR SPACING mrF n15T WOOD BUCKS AND METAL STRUCTURE NOT BY 'EGS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- �/16" DIA ULTRACON BY 'DEWALT' (Fu-177 KSI. Fy-155 KSI) THRU iBY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. L INTO WOOD STRUCTURE = 1" MIN. TYPE ' - 5/16 DIA ULTRACON BY 'DEWALY (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1,/2" MIN. TYPE 'C'- DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL) (3) THREADS MIN. TO EMEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR 'PAINTED) ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. L — — L— — — — — WOOD AT HEAD OR SILL SG = 0.55 MIN. CONCRETE AT HEAD OR SILL Vc = 3000 PSI MIN. jI F.B.C. APPROVED -- --- ----,I j I, MULLION & MUWON ANCHORS �I i Sealed: 12/16/20 FL #21899 FOR SPACING � ��:'v10ENSE No. 8122. � •n � b c u i drawing�no. W16-681 W b W O Z �Y Q Q [L Z N REINFORCING AS REDD. C O ` p oO 15 SEE SHEET 2 O W N V U FOR CAPACITY d w #12 X 3 4• TEKS © (2) AT EACH END O 4 O N tq .LL 4 (1) T BETWEEN 3 14 (LENGTH = 2/3 OF SPAN) O C > m, iBY of O aO<.oi WOOD BUCK O .0 b m O a w D e N �ZN-n G j Z M Q W m F a In in O m 7 EXTERIOR O J O O I- n 16 17 16 3 J W M D.L. OPG. D.L. OPG. _ Z U w SILICONE DOWSIL 790 Q F v 1/2" MIN. DEPTH = 1/4" MIN. 1/2" MIN. w Z D1 Q 1• MAX. 1" MAX. o: N d v GAP FRAME WIDTH _ GAP N LJ SEE NOTE SEE NOTE ' F Z N 0 BELOW BELOW o: — m m 1 OD a (7�w LuMo r NOTE: MAX. MOVEMENT CONSIDERED=10D% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL MATERWL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY 10 ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4- MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. d c m o 0 N IIIIJ,, 0 V\GENSF• : i •o No. 81223 n Sealed: 12/16/20 =�®�, •.• ST `��e�: drowing 9 no. FL #21899 7j��/T1II11111\\� sheet 5 of 7 2. 4 1 E-! FRAME HEAD/SILL 4.115�{ .094 1.235 L�.�I 1.020 F- GLASS STOP MALE MULLION MULLION 1.500 187 3.000 REINF. TUBE 1.352 .570 445 1.09, Ilo- 1.812 RETAINER CLIP �— 2.354 —1 1.375 125 3.979 ANCHOR CLIP ITEM N0. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 EGS-F3 AS REDD. FRAME HEAD/SILL 6063-T6 - 2 EGS-F4 AS READ. GLASS STOP 6063-T5 - 3 EGS-F2 AS READ. MALE MULLION 6005-T5 - 4 EGS-F1 AS READ. JAMB/FEMALE MULUON 6005-T5 - 5 EGS-F6 AS REOD. ADJUSTMENT RETAINER CUP, 3" LONG 6063-T5 - 6 EGS-F5 AS READ. ANCHOR CUP, 12" LONG 6005-T5 - 7 EGS-F7 AS READ. EXTERIOR VERT. SPACER EPDM TREMCO, DUROMETER 60±5 SHORE A 8 EGS-FB AS READ. EXTERIOR HORIZ. SPACER EPDM TREMCO, DUROMETER 70±5 SHORE A 9 EGS-F9 AS READ. INTERIOR WEDGE GASKET EPDM TREMCO. DUROMETER 70±5 SHORE A 10 EGS-F10 AS READ. SETTING BLOCKS AT 1/4 POINTS, 4" LONG EPDM GLAZING RUBBER, DUROMETER 80±5 SHORE A 11 3/8-16 X 1-3/4" 1/ CUP ADJUSTMENT FASTENER AT SILL ST. STEEL - 12 3/8" 1/ CUP NYLON LOCK HEX NUT AT SILL ST. STEEL - 13 #14 X 1-1/2" 4/ CORNER ASSEMBLY FASTENERS ST. STEEL PH PHIL. SMS 14 HSS3X1-1/2 AS READ. REINFORCING TUBE (LENGTH = 2/3 OF MULL HT.) STEEL A36 15 #12 X 3/4" TEKS AS READ. REINFORCEMENT TUBE FASTENERS ST. STEEL (2) AT EACH END & (1) AT 15" O.C. IN BETWEEN 16 EGS-F12 AS READ. 3/4- X 3/4" X .062" ANGLE ALUM AT TOP & BOTTOM OF JAMBS & MULLIONS 17 EGS-F11 AS REOD. 4" LONG GLASS SPACER, 6" FROM TOP & BOTTOM EPDM DUROMETER 80t5 SHORE A .420 0 .280 .350 V- O EXTERIOR VERT. SPACER SCALE 1:1 .280 oI 407 .125--I 0 EXTERIOR HORIZ. SPACER SCALE 1:1 V59.623 .9 O .zso 9 INTERIOR WEDGE GASKET SCALE 1:1 Sealed: 12/16/20 FL #21899 N � J I J � 3 3 a O J 0 3 J w o Z�� '0 O n � Y a 0 K d•Na a � H-3Ya ? Uri 0: N Q rn M DO a0 w w � W,0 o_ r .@a„ �� i o No.81223 s M Ax— a a e 5 ® ST I� drawing no. 16 N W m b m / 0 q �V Q 13 ` F W 2 q I Q f 0_ a <. s U N C.G� 0 U 'w M LL a0rrm s Oaoo� 1a /" 0 0 b / p / ¢z� n Q m Z 9 N 13 / .�00_QJ Q wQii 3 m J ��CCTT o w p V) Z �MLL Jw 3 o Zoe voi O N Q 1=- c dNa" a N w Of m JAMB/MULLION CORNER MULLION CORNER ^ w w TOP & BOTTOM TOP & BOTTOM < w M o 0 w c m o I w o No.81223 n _ : gt $ Sealed: 12/16/20 %�® sr ' CS/ drawings no. ////���111111�ti�� FL #21899 sheet 7 of 7