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t <br /> ti -------- ---------------- -------- ^ A91N.EMBEDMENT StIBSTRATt ------- ------------- ------------- C�aiS2S4�LCVl1//�• <br /> TYPICAL HEAO ANCHORAGE SEE TABLE 1 BY OTHERS <br /> SEE TABLE i WIPdDOW SYSTEMS� <br /> ' 1t4'MAX:SHIM M�N.EOGE OIST. SUBSTRATE <br /> ' �MIN.EDGE DIST. --ii�� SEE TABLE 1 BY OTHERS 7900 SW 44TH AVE <br /> � 3EETABLEI I SEE?ABCE�. �OCALA,FLORIDA34474 <br /> � SUBSTRAT68YOTNERS t!4'h1AX.SHIM 4VWW.CWS.CC <br /> SEETqBLE1 � 'S ETABLE�1�� <br /> MIN.EMBEOMENT `� 610.PVC <br /> y BEf�IMETER SEACNNT SEE TABLE 1 INSTALCATION.ANCHOR. � - <br /> S BYINSTALLER SE•ETABLEI SfNGLE HUNG <br /> � INSfDE AND OUT ,p -MIN.EMBEDMENT <br /> b, _ �Q. s�rna�, NON-IMPACT <br /> " 3EALANTBEHIND <br /> � FLANGH BY INSTN.LER �•1/4'MAX.SHIM. a� <br /> � o � a m� � <br /> �oo PERIMElER.SEALANT N � � � <br /> � :� PERIMETERSFJLL�WT �m�m BY INSTALLER. 'o � � � <br /> M BX IN57'ALLER "INSIDE AND OUT' <br /> , INSIOE AND OUT tNSTAL1AT10N ANCHOR m `� Y <br /> hSEETR8LE1 �W w m <br /> f SFAtANT�EHIND <br /> ( FLhNGE BY INSTALLER �SEALI4NT 9EHIN0 <br /> INSTALIATION'ANCtiOft FIN BY�INSTpLLER ��d J O <br /> B � HORIZONTA4�SECTION .0 'HOR¢ONTAL:'�SECTION� "m � � <br /> SEETABLE�1 6� TYp�CRLJAA1f3ANCHORAGE 6� TYPICALFINANCHORAGE � � � y <br /> � HEAD AND SILL 31MICAR FOR FIN IN3TALlAT10N <br /> � 'z � � o � <br /> � CONTINUOUS DBL 114"BEAQ OF SEhLr1N7 NOTE:ADD11lONhL THRU�FftAMEAPICHORS(AS Z � � ~ <br /> f� .hROUND PERIMETER @'ALL INDICATED SHOWN IN OET,Q�}REQi1 AT MTG RAIL FOR UNIT ai � � � <br /> tI ' PaINTSBE7WEENFRAM6ANOSlJBSTRATE <br /> VI � _�__� BXIN57ALLER �YdIDTHS OVER 37',SEE SHEGT S�ANCHOR LAYOUT,' '� Q � � <br /> � <br /> , � � � � � o <br /> �! .. <br /> 1/4'MAX.SHIM �V m Q O <br /> Z <br /> 3EAUINT BEHIND <br /> i FLANGE BY INSTALLER � � (1 ��1��4C1d�RE4V l���i <br /> �{ � �.�``��;c�nis r�`''�,. <br /> 1� PERIMElERSEAUWT "�4' � �•�� <br /> jj BY INSTALLER �v; IVo 5$7D9 '�p� <br /> � INSIDE'AND OUT . b�t; ,k, ��,t� <br /> !� SEETABLEEBY�OTHERS � � �9; STATE.OF •�!„ <br /> q .VER7ICALSECTION " <br /> 6� TyPICAI,SILL'ANCHORAGE ��O'��'•�( �p:��Z�'� <br /> NO SILLANCHORS REQUIRED �r��i�SIONA��y����, <br /> __..._._. _. _.._._. .�. .� .�.. _. �. ,. . �� Z� <br /> TABLE'I:APPROVE6INSTALI:ATION FASTENERS' � <br /> FRAMETYPE SUBSTRATETYPE ANCHOR.TYPE MIN.EMBEUMENT MIN.EDGEQIST.' 8/5/2018 <br /> FIANGE CONCRETE(2.0 KSI MIN.) 311G'ITN 7APCON 1" 1-'I!8" Q. LUCAS'A.TURNER,P.E. <br /> FLANGE HOLL•OW OR GROUT-FILLE�CMU(117 PCF.MIN.} 3116":ITW TAPCON 1" 2" FL PE#5820.1 <br /> FLANGE. CONCRETE(2.85 KSI MIN.) 3116"ELCO UL7RACON 1" 1" BY�INS AILER ALANT 4239 JABARA AVE. <br /> FLANGE GROU7F�LLED CL1U ASTM G90' 3l1B`ELCO�ULTRACON 1-1l4" . 2-1/7' .INSIDE AND OUT NORTH PORT,fL 34288 <br /> � ( ) PH.941-380-'1574 <br /> �p, HO.4IZONTAL SECTf01�1 <br /> 3116"ITSN TAPCOtJ sHeer oescwario�: <br /> FIANGE 2X�MIN.30tJ'iNERN PINE(G=0:551 OR:ELCO ULTRACON ���8� 718 6 5 MXU1R FOR SILLAND JAR BS FOR,BOX INS7ALLATION <br /> FLANGE 2X'MIN.SOUTHERN PfNE(G=0.55j #10 WOOD SCREW 1c318" 7!8" INSTALLATIDN DETAII,S <br /> FLANGE' 1G GAUGE(O.OGO")MIN.'STEEL STUD #10-161iILTl KWIK•FLEXOR I1W FULL 17-iREAp �t��„ F6ANGE:REMOVAL NOTE:PARTIALCY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE. <br /> (33 KSI.YIELD MINy. TEK3'SELF-DRILLING SCREW THRU 0.060" UP TO'Al�lD WCLLIDWG-A BOX=FRAME APPGCATION ISACCEPTABL£PROVIDED: <br /> t/8"ALUM.(6063-T5 MIN.)OR #10 GRRDE 5 3ELF-TAPPING I FULL THREAD SJB 06/27/1G. <br /> FIANGE ��g��STEEL(33 KSI.h11N.� DRILLING SCREVJ TNRU 0:125" 7C1� -.MIN.1J4"FILLET OF CONSTRUC71bN-GR4DE ADHESIVE CAULK IS APPLIED ��'�'aN� ��� <br /> FlN; 2XMIN,SOUTI�ERN PlNE(G=0.55) #10 NlOOD SCREW 9-112" 11T' INSIDE FIN�OUT;FULL PERIMETER,BY INSTALLER. CWS-1099 C <br /> -PRO�UCTANCHORAGE'IS IN ACCOROANC@ WITH REQUIREMENTS AS scuE: SHEET <br /> NOTE:U NI•FRAME OPTIONS NOT SHONM' SHOWN'FOR FLANGE WINDOWS. 1:2 8,OF 7 <br />