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HomeMy WebLinkAboutAPPROVED 2102-0150 FL 17379.3211I2021 'Florida Etuilding Code Online N� aCIS Home Lap In User Registration Mat Top im Submit Surcharge Scats & Facts Publications Contact us BCI5 site Map Unks Search dbpr Product Approval I USER! Publk; User Product Aokr V-aI iN en,, > Plrc,duc[ or Aupl,ng tioo Search > Agwkica tion L,St n Application Oeta it FL # FL17379-R6 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext4305 iflesher@easterrimetal.com Authorized Signature lames Flesher jflesher0easternmetal. com Technical Representative Jim Flesher Address/Phone/Email 10030 Bavaria Rpad Fort Myers, FL 33913 (800)432-2204 jflesher@eaSte rnmeta I.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) AAMA 506 2016 AAMA/WDMAICSA 101/1.S.2/A440 2011 ASTM E1886 2012 ASTM E1996 12a TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect 1`L17379 R6 Eauiv EE,&N02345 Rev3 5?ries5000 Exteriorpoor 5a,pdf hitpsliwww.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwiDgsRyNwiNWOrYw7BekLe9lwkAGkpmLyBzPMAQ2PICWoBPA%3d%3d 113 2/1/2021 'Florida Eulding Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FL #t Model, Humber or Name 17379.1 5000 Series Aluminum Impact Double Dutswing French Door Method 1 Option A 11119/202❑ 11/19/2020 11/24/2020 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHI: Yes Impact Resistant: Yes Design Pressure: NIA Other: Design Pressures are as follows Without Add On SIII Riser: +30.0/-75.Opsf With Add On Sill Riser; +75.0/-75.Opsf Description 5000 Series Aluminum Impact Double Outswing French Door Certification Agency Certificate FL17379 R6 C CAC NI012134.02-RI.pilf FL17379 96 C CAC_ NI012134.03-Rl.p0 Quality Assurance Contract Expiration Bate 09/30/2024 Installation Instructions FL17379 R6 If EAS0004 R v - Verified By: Robert J. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17379 R6 AE PERNo2345 ReY3 5eries5000 Exteriorpoor ss.odf Created by Independent Third Party: Yes 17379.2 5000 Series Aluminum Impact 5000 Series Aluminum Impact Single OS French Door W/Sidelites Single OS French Door and Transom WlSidelites and Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17379 R6 C CAC N1012643-R2.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2023 Design Pressure: +80/-80 Installation Instructions Other: FL 17379 R6 II EAS000,5 RevA Single French Door with SL and Transom ss.p� Verlfled By: Robert J. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Reports EL173z9 R6 AE PERNo2345 ReV3 Series5000Exteriorboor ss.,p f Created by Independent Third Party: Yes 17379.3 5000 Series Aluminum Impact 5000 Series Aluminum Impact Single Outswing French Door Single Outswing French Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Design Pressures are as follows Without Add On Sill Rlser: +30.0/-100,Opsf With Add On Sill Riser: + 100.0/-100.0psf Certification Agency Certificate FLJ7�79 R6 C CAC NI012134.01-R .p4f FL17379 R6 C CAC NI012134-R3.pdf Quality Assurance Contract Expiration Date 04/30/2024 Installation Instructions FL17379 R6 11 EA50003 RevB SINGLE-PANEL-EIiTDOOR Qj& Verified By: Robert J. Amoruso, P.E. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17379 R6 AE PERNo2345 Rev3 Series5000 Exterior -door ss-ndf Created by Independent Third Party: Yes Rom 0 Me-t Contact U :: 2601 Blair Stone Road, Tallahassee FL 32322 Phone: 850-487-1824 The state of Florida is an weko em pip yer. LQ -ght 2007. 2013 State of Florida. - Ppya y Statement :: Access ihility Statement :: Refund Statement under Honda law, email addresses are public records. if you do not want your a - mail address released in response to a public -records request, do not send electronic - mall to this entity. Instead, contact the orrice by phone or by traditional mail. V you have any questions, please contact 85D-487,1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1. 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The entails provided may be used for official communication with the licensee- However email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which Can be made available to the public. To determine if you are a licensee under Chapter 455, F-S., please click I>ICL. Product Approval Accepts; = Is https:l/www.floridabuilding-vrg/prlpr_app_dtl.aspx7param=wGEVXQwlDgsRyNwiNWDrYw7BekLe9lwkAGkDmLyBzPMAQ2PICWaBPA%3d%3d 213 EASTERN ARCHITECTURAL SYSTEM SERIES 5000 FRENCH DOOR GENERAL NOTES. INSTALLATION ANCHORAGE DETAILS 1. THIS PRODUCT HAS BEEN TESTED. FVAL.UATED AND DESIGNED TO THE DESIGN PRESSURE(S) STATED HEREIN IN ACCORDANCE WITH THE REQUREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZJ. IO 1.1. PERFORMANCE STANDARDS USED IN TESTING. NON-HVKZ LOCATNS. 1.1.1. AAMNWOMAICSA 10111.S.21A440.11 1.1.2. ASTM E188"5 1,13. ASTMF1996-09 1.1.4, AAAMA 5G6-18 1.2. PERFORMANCE STANDARDS USED IN TESTING. HVHZ AND NON-HV`HZ LOCATIONS: 1.2.1. TAS 201-1994 1.22. TAB 202-1994 t2.3. TAB 203-1994 2 THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO. CTLA NO. 301OWA AND CTLA NO. 3016WD AND ASSOCIATED LABORATORY DRAWINGS By CERTIFIED TESTING LABORATORIES. 3. THIS PRODUCT EVALUATION DOCUMENT CAN BE USED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ)- INSTALLATION NOTES: I. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUOING BUT NOT LIMITED TO STUCCO, FOAM_ BRICK VENEER AND SIDING. 2. SEE WSTALL4t7ON ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR, ANDIOR MANUFACTURER'S ANCHOR SPECIFICATIONS. INCLUDING MINIMUM NOMINAL SIZE, MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE DISTANCES. 2.1. EDGE DISTANCES SHALL BE MEASURED FROM GENTERUNE OF ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. 2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WINO FORCE RESISTING SYSTEM SUBSTRATE. 2.3. ALL INSTALLATION ANCHORS SHALL BE MADE OF A CORROSION RESISTANT MATERIAL OR HAVE A CDR RISION RESISTANT COATING. 3. WOOD BUCKS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN THE CURRENT EDITION OF THE FLOR IDA BUILDING CODE. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS 4. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING SHALL A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT HAVE BEEN PROTECTED AS DEFINED IN THE CURRENT EDITION OF THE FLORIDA SUILDiNG CODE. LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF 5. SEE SHEETS 3.4 AND 5 SPECIFIC ANCHOR INSTALLATION DETARS. ' INSTALLATION. 5. ONE 11 j INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN ON SHEETS 3 AND 4. 5. 1 X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED] AND ANC HOREO TO PROPERLY TRANSFER ALL LOADS TO THE STRUMRE. BUCK DESIGN AND MISTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. S. WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST.THIS PRODUCT REQUIRES OPENING PROTECTION IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE USING AN APPROVED IMPACT PROTECTION DEVICE. 7 SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRE ❑ BY THE AUTHORITY HAVING JURISDICTION. 8. MATERLALS 8.1. FRAME MATERIAL. 6063-T8 ALUMINUM 8,2. 82. LAMINATED GLAZING INTERLAYER• KURARAY AMERICA, INC. SENTRYGLAS PER LATEST APPROVED MIAMI-DADE NOTICE OF ACCEPTANCE (NOA) 0.3. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300.04E01 AND EXCEEDS THE DESIGN PRESSUES BELOW. 9 DESIGNATION "X" STANDS FOR OPERABLE PANEL. 10 INTERIOR AND EXTERIOR FINISHING AND SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY. THESE DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY, WATER PROOFING OF THE INSTALLED DOOR IS NOT PART OF THIS INSTALLATION CERI IFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER ANDIOR THE INSTALLER 7, ANCHOR QUANTITIES AND SPACING 1 EMBEDMENT AND EDGE DISTANCE 7 1 THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE IED) AND THE MAXIMUM ON CENTER IO.C.I SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON SHEET 3. 7.2, END DISTANCES AND D.C. SPACINGS LESS THAN THAT SHOWN IN THE ELEVATIONS ON SHEET 3 ARE ACCEPTABLE. 7.3. FOR DOOR SIZES SMALLER THAN THOSE SHOWN, ANCHOR QUANTITIES CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C. SPACING RE GUIREMEN7 S. 7.4. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON THE LOWER OF ANCHOR SPACING USED IN TESTING OR REQUIRED BY LOADING AT DESIGN PRESSURE. 7,5. SEE EMSEDM ENT AND EDGE DISTANCE DESC RIPTIDN ON SHEET 2. 8. MAXIMUM ALLOWABLE SHIM THICKNESS IS 114 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF WOOD COMPOSITE, HIGH DENSITY PLASTIC OR SIMILAR LOAD BEAR NO MATERIAL. 9. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 10.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INS TALLATNONANCHOR Sq+EDULE ON SHEET 2. PERFORMANCE RATING GLAZING DETAIL DESIGN IMPACT RATING MAXIMUM DOOR 512E (SEE SHEET 6) SILL RISER PRESSURE NON-HVI-Lz HVHZ WITH ITEM NO-6 +1-100 39' x 97 1I10' FRAME A OR B SILL RISER WIND ZONE 4 LARGE MISSILE WITHOUT ITEM NO. 35-314' x 94-1W PANEL MISSILE LEVEL ❑ IMPACT B SILL RISER +301.100 TABLE OF CONTENTS SHEET SHEET OESCRIPTIOH 1 GENERAL NOTES, INSTALLATION NOTES, TABLE OF CONTENTS 2 ANCHOR SCHEDULE- EMBEDMENT AND EDGE DISTANCE 3 SERIES 5000 ELEVATION AND ANCHOR LAYOUT 4 VERTICAL CROSS SECTIONS 5 HORIZONTAL CROSS SECTIONS 6 GLAZING DETAIL AND GLAZING NOTES MILL OR MATERIALS f 11k1I Row,;. Amo .PE. FhX4m P.E. No. 49M2 Digitally signed by � Robert J • =q�E� Amarusv _ •J7 ir� Y .r: s, =� Date: 2017.12.17 17:50:52 -05,00, FASTENER HFAp MANUFALT11RE8 ANOIOR MIN. MEN. EDGE ANCHOR CAPACITIES BASE❑ FASTENER SITE SUBSTRATE {4} FRAME COMPONENT IYPf. SPECIFICATION EMBEpMEHT [RI!} DISTANCE [INJ ON CONCRETE HEAD,5ILLANDJAMgS 17W TAPCONS[Ij i-112 1-i12 MIN.2500PSICONCRETE ./a STRENGTH CONFORMANCE TO MASONRY IAMBS ONLY 1TW TAPCONS {1} 1 2 ASTM C-90, MEDIUM WEIGHT, {BLOCK/CMVJ DENSITY � 117 PCF FLAT HEAP -SILL WOOD WITHAMINIMUM Na. 14 WOAD HEAD, 5lLL AND iAMgS ANSI g18.6.1 [WOOD SCREWS [2J 1-i12 f SPECIFIC GRAVITY OF 0.55 {HVHIJ OR 0.42 {NON-HVHIj. PAN HEAD -HEAP AND IAMBS MIN. WALL THICK. = 0.0451" 3 THREADS {18 GA} No. 14 or 114' STEEL STVD HEAD, SILLAND JAMBS ASME g18.6.4 jTAPPING SCREW) j3J 318 BEYOND MIN. FTY = 33 KS! ! NTERI OR FACE MIN. FTLJ = 45 ksI MIN. WALLTHICK. =0.07" OF SVPPORTlNG ASME g18.6.4 {TAPPING SCREWJ `3j No. 10 or 1/4" STEELOR ALUMINUM HEAD, SILLAND JAMBS SUBSTRATE 3/8 MIN. FTY = 16 K51 3D4 SERIES STAI N1E55 STEEL MIN. FTU = 22 ksi NOTES; 11 WHEN ITW TAPCONS ARE USED FOR CONCRETEIMASONRYINSTALLATIDN, THEY SHALL BE THE ADVANCED THREADFpRM TECHNpLOGY TYPE. 2} FOR WOOD SCREW INSTAI1,ATiDN INTO WOOD SUBSTRATE; IF SPOTTING IS A CONCERN, DRILL 0.149" PILOT HOLE iDRiLL512E 25j. 3J SEE ASME Bi8.6.4 APPENDIx FOR MINIMUM HOLE SIZE BASED DN WALL THICKNESS AND SCREW THREAA TYPE, 4 FDR CONCRETE CMU SUBSTRATES iX WOOD BUCK IS OPTIONAL C r: w F g S a V7 E ui U w to V m x Q4 N F Off+ ❑_�€ z�sw: �aLL�~ I 'J W [=jm� mZ a¢ 'z W agCcCcz x 0�0 m �^ w �(f J �1p e N W f�1 U p IIIN. EDGE M F➢GE 2 ,p ¢ a pST,INC•E pl$TAN(E � (Y FRAME ANCHORAGE e MINIMUM EMBEDMENT LM AND EDGE DISTANCE THROUGH -FRAME INSTALLATION' WK. EWJEAIIENr Robes J. Amo .. P F Flmda P.E. No. 4975J Digitally signed by Robert J EXTERIOR INTERIOR Amoruso :.:� Date: 2017.17.11 17:51:05 -05'00' INSTALLATION ANCHOR SCHEDULE 1 25 1/2' 97 1 / 16" (Typ. ) O.A.O.A. FRAME ' HEIGHT s 94 1 / 32' MAX. PANEL HEIGHT 9 5/8" 39' MAX. O.A. _ FRAME WIDTH 35 3/4' MAX. O.A. PANEL WIDTH 30 19/32' MAX- D.L.O. WIDTH 4* p`1 42" c 86 9/32' MAX D.LO.HEIGHT c e SERIES 50M FRENCH DOOR EXTERIOR LAYOUT EXTERIOR VIEW HINGE LOCATION NOTES: 1. 94-1132' PANEL HEIGHT - 4 HINGES SPACED AS SHOWN IN ELEVATION ABOVE REQUIRED. 2. 90' AND LESS PANEL HEIGHT - 3 HINGES SPACED AT 8" FROM PANEL TOP, 6-518' FROM PANEL BOTTOM AND CENTERED BETWEEN TOP AND BOTTOM HINGES APPROVED BASED ON TESTING. 3 112" 3 1 /2" SERIES 5000 FRENCH DOOR ANCHOR ELEVATION CONCRETE (HEAD. SILL & JAMBS). CMU (JAMBS) ONLY OR WOOD SUBMATES (HEAD. SILL & IAMBS) (SEE ANCHOR SCHEDULE ON SHEET 2 FOR SUBSTRATE RFQUIREMENTS) EXTERIOR VIEW C C R G 3 112" 3 1/2" SERIES 5000 FRENCH DOOR ANCHOR ELEVATION ALUMINUM AND STEEL SUBSTRATES (SEE ANCHOR SCHEDULE ON SHEET 2 FUR SUBSTRATE REQUIREMENTS) EXTERIOR VIEW r W a Aoher J. A--. RE Vi.m. PE No "762 Digitally signed by Robert J Amoruso Date: 2017.12.11 17:51:14 -a5.00' SVI SVRATE VARIES. SEE ~ EXTEFWR nN&I er ANCHOR SCHEDULE ON OTHERSSHELF 2 FOR 41 0 W RCAVIREMENTS. W;o JE PERWEfEA SEALANT a g er OTHERS 1 5 25 1 1 13 133 2 a a EX'I'!":RIQR 13 INTERIOR H n 1 5QoNa SHOWN 7 L p a }w=�- 7 sm�z- m Ix WCO jr to s In I A VERTICAL CROSS SECTION - HEAD 4 WI'rH 7/16" NOMINAL 10U (ITEM NONOMINAL (rrEM 17A) SHOWN w� u V' w= EXTERIOR INTERIOR 19 We SHOWN 7 9 ekc f 76 19 13 5 5 PERKIER SEALANT er OTHERS EXTERN rw ar SUBSTRATE VAFSM SEE OTHERS ANC*IOR SCHCXU ON SHEET 2 rM REQUkVnIDl15. Ro n J. Amm.w. Y 1 Fkn P.E. w aVV. 17 Digitally signed by A VERTICAL CROSS SECTION - SILL " `' Robert J 4 WITH 7116" NOMINAL IGU (ITEM NO. 17A) SHOWN r Amoruso Date: ..Awe 2017.12.11 17:51:24 -05'00` a a r v 0 o aa W a fY 9 SUBSTRATE VARIES. SEE ANCHOR 9 SCHEDULE ON SHEET 2 FOR SUBSTRATE VARIES- SEE ANCHOR REQUIREMENTS. SCHEDULE ON SHEET 2 FOR REQUIREMENTS. H m 3 3 314 �, 25 INTERI 2� Q LL y INTERIOR v a 0) o 7 W 2 V 4 14 13�=� Wx $o�oA yyA W ? �4 b� ¢ p GN �o �� 17 17A 14 7 10 78 10 7 W ask; EXTERIOR: ` EXTERIOR SHOWN SHOWN EXTERIOR FINISH BY 20 2� FINISH BY OTHERS OTHERS PERIMETER SEALANT EXTERIOR BY OTHERS PERIMETER SEALANT BY OTHERS B HORIZONTAL CROSS SECTION - JAMBS %b�J. .P.E WITH I" NOA41NAI. LAMINATED IGIJ WEM NO. 17B) SHOWN FWda RE Nu 49152 Digitally signed by RobertJ Amoruso ;? Date: P ug 2017.12.11 17:51:35 -05,00, BILL OF MATERIALS REM PART NUMBER DESCRIPTK)N MATERIAL MANUFACTURER 1 52839 FRAME HEAD ALUMINUM 5063-76 SAPA 2 52942 FRAME HEAD INSERT ALUMINUM 6063-75 SAPA 3 52038 JAMB ALUMINUM 6063-TO SAPA 4 5284Q JAMB COVER ALUMINUM SD53-T6 SARA 5 5W44 SILL ALUMINUM 8063-TS SAPA 6 52W SILL ADD -ON ALUMINUM 6063-TO SAPA 7 54351 HINGE STILE ALUMINUM 6063-T6 SAPA 8 53419 TOP RAIL ALUMINUM 6063-76 SAPA 9 53420 4' BOTTOM RAIL ALUMINUM 6083-T6 SAPA 10 52553 1' GLAZING BEAD ALUMINUM 6063-Ta SAPA 11 52654 1/2- GLAZING BEAD ALUMINUM SM-T6 SAPA 12 30442 .187 X .330 VINYL WEATHER STRIP VINYL/RUBBER TEAM PLASTICS 13 30602 LARGE BULB VINYL RUBBER TEAM PLASTICS 14 30 60T GLAZING. WEDGE VINY RUBBER TEAM PLASTICS 15 3/11' X 2 1/2" THREADED ROO STEEL 16 6 X 1/2- PANHEAD TEK SCREW STEEL 17A LAMINATED GLAZING - SEE GLAZING DETAIL A ON SHEET 6 178 LAMINATED ICU GLAZING - SEE GLAZING DETAIL 8 ON SHEET 6 18 TOP CORNER KEY MADE BY EMS ALUMINUM 6063-TB 19 BOTTOM CORNER KEY MADE BY EMS ALUMINUM 6063-T6 20 SHOOT BOLT GUIDE MADE I3Y EMS PLASTIC 21 3/8- NUT STEEL 22 HINGE PLATE ALUMINUM 6063-T6 RECENT 23 4" X 4 1/2' S.S. BLM HINGE STAMJMS STEEL REGENT 24 INTERLOCX MULTIPOINT HARDWARE W/ SHOOT BOLTS STEEL IHTERLDCK 25 INSTALLATION ANCHOR - SEE SCHEDULE ON SHEET 2 GLAZING DETAIL NOTES: 1. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. 2. SETTING BLOCKS 2.1. ARE NOT REQUIRED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE BECAUSE MAXIMUM GLASS WIDTH IS LESS THAN THREE (3) FEET. 2.2. IF USED, SETTING BLOCKS SHALL BE NEOPRENE 70-90 SNORE A DUROM ETER HARDNESS OF APPROVED EQUAL. 3. GASKET MATERIALS (ITEM NO. 14) 3.1, SHALL BE EDPM WITH A MINIMUM 6D SHORE A OUROMETER. 3.2. SHALL COMPLY WITH ONE OF THE FOLLOWING STANDARDS AS APPLICABLE7 3.2.1, ASTM C864 3.2.2. ASTM C509 3.2.3. ASTM C1115 3.2.4. ASTM E2203 INTERIOR A" HEAT STRENGTHENED GLASS 090 SENTRYGLAS 14 INTERL4YER BY KURARAY AMERICA U fl" HEAT STRENGTHENED 7/16" D.A. GAS THICKNESS 11 EXTERIOR GLASS BITE GLAZING DETAIL A WITH 71f6" NOMINAL GLASS W/PV0 IN7'ERLAYER HORIZONTAL CROSS SECTION SHOWN — 3 � 4 14 13 090 SENTRYGLAS 7 INTERLAYER BY KURARAY AAMERICA — 20 1}" HEAT STRENGTHENED GLASS r ." HEAT STRENGTHENED GLASS ]� �' TEMPERED EXTERIOR CLASS D CLASS 5/8" GLASS SITE J" AIR SPACE WITH XL EDGE SPACER BY CARDINAL GLAZING DETAIL B WITH I" NOMINAL GLASS WIPVB INTERLAYER HORIZONTAL CROSS SECTION SHOWN 1 " Q.A. THICKNESS Bobo J. AmuWp. P I. Fb PP. No. 49751 e c'I•n �f � '. Digitally signed by Robert J Amoruso Date: 2017.12.11 17.51:54 -05'00'