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SERIES 5470, NON-IMPAC7 RESISTANT SL{DING GLASS DOOR TABLEA: ,
<br /> Mln.EdOe Mln.
<br /> INCLUDING P�CK�TS &90°/135° CORNERS ����P Anchor e�a��e FramcMem6er Dletanw E[n6adment 'MIN.OF3THREADS
<br /> BEYOND TNE MEfAL
<br /> P L sout em Pine ea SIIUJemb 16' �e' SUBSTRATE.METAL
<br /> GENERAI_NOTES: tl12,atee13M8 {5�=0.65 Rhook 9H6' �-�g' SUBSTRATE TO'MEET MIN.
<br /> N�enlnum,6063-T6• Hoed1311V,&mb 318' B
<br /> 1)GLAZING IYPE OPTIONS:SEE GLAZINO DETAIL3 ON SHEET 10. (06)or410 S.S. 0.12b'min.lhicknase P•hook yB` ��g• STREPIGTH AND THICKNESS
<br /> 2)DESIGN PRESSURES: sMs, yyeel,A38' HeadlsflvJamb 310• 0.080' REQUIREMENTS PER
<br /> A.NEGATIVE DES10N LOAD3 BASED ON TE6TED PRESSURE AND GLASS PER ASTM E1300. {min.11 o.oso'm1n,throknoee P-hook 318• o.08tl' CURRENT FLORIDA BUILDIIJG
<br /> B.POSITIVE dESIGN LOADS BASED ON TESTEQ PRESSURE,WATER TEST PRESSURE AND GLASS PER ASTM E1300. A threndsl'm) Slaef Sfud,A853�c 33' FleadI5111IJamb �e' 0.071'14 Oo. CODE AND TO BE REVIEWED
<br /> 3)ANCHORAGE;TFiE 93-1/3°h STRESS INCREASE HAS NOT 6EEN USED IiJ THE DESIGIJ OF THIS PRODUCT.MATERIALS, o.D71'min,Ihiokrrees P-hook 3!e` 0.071' 74 oa. 9Y THE AUTHORITY HAVING
<br /> re
<br /> INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITF{O7HER DISSIMILAR MATERIALS 1/4'Etco P.L soumem Pina Jamb 1" 7-310• JURISDfCTION.
<br /> SHALL MEET THE REQUIREMENTS OF THE FLORIDA 9111LDING CODE(FBC). �niB�°^ 3a�• P"h°°k 7' �arB�
<br /> 4)SHUT7ERS ARE REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE, il4•Efco 47o P_L Southem P�ne HeadISllUJemb 1' 1-3/6' ' FOR STEEL STUDS,
<br /> 6)INSTALLATION SCREWS&FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT. S.S.GeteFlex (90=0,69 P-hook 7' �''��e' MIN.FU�45 KSI&
<br /> B REFERENCES(NOA'S1:ELCO ULTRACON,GRETEFIEX 8�AGGREOATORANCHOR NOA'S,VISION EXTRUSION,LTD, B Nt2,steel rrood P.T.southarn Pk�e Headlst�ldomh 9116 73�8• MIN.FY=33 KSI.
<br /> WNITE RIGID PVC NOA.VE 1000 7AN 202 AND LIGHTER SHADES(NON-WHI7E)RIGID PVC NOA AND BROWN COATED sorow o6 SO•o.65 � P-haok s/78' 't3re'
<br /> (PAINTED OR LAMINATED)WHITE RIO1D PVC NOA ��'B� P�k i� ��g. °UNGROUTED CMU"VALUE3
<br /> REFERENCES(TEST REPORTS)�FTL-8337,8338,86468649,8652&87�7;EXOVA-10-002-792 A &10.008-10231; ���'��00 (min.2e5ke1 Headlslludamb 1-311G ��e� MAY BE USED FOR GROUTED
<br /> t � Ullraoon Ungrouied Ch1U, Jamb 7' 1-1I4'
<br /> CAMBRIDGE 535753-09; tM cso p.hoak t^ �aia• CMU APPLICATIONS.
<br /> 7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY W ITH THE REQUIREMENTS OF TNE FBC, INCLUDING THE Unprouted CtAU, Jamb 13/4' 1-11d'
<br /> HIGH VELOCITY HURRICANE ZONE(HVHZ).THE RIGID WHITE,BROWN�TAN PVC MANUFACTURED BY VISION tr4�e�coaio tn�cao P•raok t-ara• 1-1�a•
<br /> EXTRUSIONS,LTD.HAS BEEN TESTED TO COMPLY WITH THE FBC FOR PLASTICS,(COMPONENT REQUIREMENTS). C S.S.GeteFlex conorolo Hoadl9fNJamb 1-3I56° 1�3Ip• 1MPACT RATIrlG
<br /> 8)DOOR SIZES MUST B6 VERiFIED FOR COMPLIANCE WffH EGRESS REQUIREMENTS PER THE FBC,AS APPLICABLE. min.335kei P-haaic 7' �-�4' NOT RATED FOR MISSILE
<br /> 9)ORAWINGS OEPICT EXTERIOR-GLAZING,HOWEVER INTERIOR•GLAZING MAY BE SUBSTITUTED, conorele HeadtsBVJemh t-t/Y 1316' IMPACT RESIS7ANCE
<br /> 10)THE 6470 SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS 7HE 470 SERIES, min.z,zz kai P-Fwak 7-7YY 1�B'
<br /> 1I4•Elco tee Ungmute cMU, .�mb 2' 1-7/4' OESIGN PRESSLIRE RATING
<br /> � s.s.n�re•Qa�ar nsnn cso a-rwatc r t-va•
<br /> ANCHOF2 NOTES; P.T.SoulhemPine Flead/suu�amb 1' t-3re• SBE 7ABLE51.2&B1,B2
<br /> 1)FOR CANCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DAbE COUNTY �so-o. P-Mnk 9• 1-�e' ON SHEETS 7 8�8
<br /> APPROVED ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE ANO SUBSTRATE conc�we Ha �SIIUJemb 2,11Y 1�318'
<br /> REQUIREMENTS. t/4"Elco min.2a6 ksq P-faok 2-tlz t�o'
<br /> 2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON TH15 SHEET. uluncon Ungrotnetl cMU, .lemb 2•�12' 7•7!4'
<br /> nsn�cao P-hook avr �•va•
<br /> 3)WOOD BUCKS DEPIC7ED AS 1X ARE LESS THAN 1-1/2"THICK,PROPERLY 8ECUREp,1X WOOD BUCKS ARE OPTIONAL D ��rete eed151�Jamb 2•�IY 131q• PRODUCT RENEW6D
<br /> IF UNIT IS INSTALLED DIRECTLY 70 SOLID CANCRETE OR CMU.WOOD 6UCKS DEPICTED AS 2X ARE 7-1/2"THICK OR 114•Elco 410 min.3.35 ksi P-hoak 2-11Y 7�31e' as eomptyln wllh the Flarida
<br /> GREATER.1XANb 2X BUCKS(WHEN USED)8NALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. Bul�ding cmPe
<br /> BUCK DESIGN AND INSTAL-LATION 1S THE itESPONSIBILITY OF THE ENGINBER OR ARCHITECT OF RECORD&TO BE s.s.creteFlex Ungmutod CMU, Jamb 2-7�2 7-v4' xoa-No. 15-1210.02
<br /> AS7M 6'JQ) P-Iwok 'k1�7 �'�4 expiratlon�ake 04(2112021
<br /> REVIEWED BYTHE BUILDINO OFFICIAL.
<br /> 4)ME7AL SUBSTRATE TO MEET MIN.STRENGTH AND 7HICKNESS REQUIREMENTS PER THE FBC AND 70 BE REVIEWED sy
<br /> BY 7HE AUTHORITY HAVING JURISUICTION. GEr1ERAL NOTES.............1 M�amo ade Produok Confrol
<br /> 5)IE SILL IS TIGHT TO SUBSTRA7E,GROU7 OR OTHER MATERIAL IS NOT REQUIREO.IF USED,NONSHRINK, EXAMPLE CONFI43,.........2
<br /> NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(pONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE IN3TALL D[TAILS..............3-6
<br /> LENGTH OF THE SILL 7HAT IS NOTTIGHT TO THE SUBSTRATE,AAlD 7RANSFER SHEAR LOAD 70 SU83TRATE.IF DP/ANCHOR TABLES.,......7-8
<br /> SUBSTRA7E IS WOOD,301t FELT PAPER OR MASTIC IS REQUIRED BE7WEEN THE GROUT AND WOOp SUBSTRATE,OR AS EXAMPLE............................9
<br /> APPROVED BY THE AUTHORITY HAVING JURISDICTION. GLAZINO DETAILS............10
<br /> DA DS USED: ANCHOR LOCATIONS.._....17-16
<br /> 2074 FLORIDA BUILDI(VG CODE(FBC),57H EDITION pqNEL TYPES........ .........17
<br /> INSTRUCTIONS: ASTM E1300-09 EXTRUSIONS.....................16
<br /> 1)KNOWING THE RHQUIRED pESlGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR ANSIIAF&PA NDS-2012 FOR WOOD CONSTRUCTION SCREEN DETAILS.............0 ������,YNN Au����i
<br /> THE SLIDING GLASS DOORS MAY BE DETERMINED FROM AESIGN PRESSURE TABLES 7 OR 2, ALUMINUM DESIGN MANUAL,ADM-2010 `� �y !�F�i�
<br /> DEPENDING ON T'HE REINFORCEMENT LEVEL DE5IRED. AISIS100-071S2•2070 PARTS LIST.............
<br /> ...........21 ��Z,O�.�`�ENSE�'-:����:
<br /> 2)LOCATE THE SLIDING GLASS DOpR SIZ�ON THE TABLE,USING THE FRAME HEIGHT AND THE . ;Q:� ;
<br /> NOMINAL PANEL WIDTH IF YOUR EXACT SIZE IS NO7 LISTED,ROUND UP TO THE NEXT(iREATER LISTED �� �VINYL SLIDING GLASS DOOR NOA � 70/05115 :.�: No.5e705 ;
<br /> WIDTH ANDlOR HEIGHT. �: �- �
<br /> 3)CHOOSE WHICH ANCHOR GROUP(A-D)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE A, GENERAL NOTES � J ROSOWSKI =
<br /> THIS SHEET.ALONG WITH THE CpRRESPONDING SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM � - '•��'�5 I� ;�Lu�
<br /> ', � . < ''4-•. SGAZ oS- ; `�.
<br /> 4)ROM T7HE DE510N PRESSURE TABLES TABLES 1 OR 2,VERIFY THAT THE OPENING'S REQUIRED � � �� '�����'•���R��?(�r���`
<br /> � � GER7,OF�U7H.R28298
<br /> DESIGN PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. 1070 TECHNOLOGY DRIVE � �� ��'�+;SS�UP�AL��`�
<br /> 5)INSTALL AS PEft TNE GUIDELINES OF THIS SHEET-SET. N.VENICE,FL 34276
<br /> 8)ADDITIONALLY,SEE THE EXAMPLE ON SHEET e. (941)-480-160D SGD5470� N7S � 1 OF 21 �q� MD-5470.0 �� A•LYNii MILLEP,P.E
<br /> p,E.iF 69705
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