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16-17617
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16-17617
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Last modified
7/17/2017 2:08:52 PM
Creation date
7/17/2017 2:08:50 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
16-17617
Building Department - Name
GREEN TEAM COMMERCIAL SELLING SY
Address
5343 6TH ST
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INSTALLATION ANCHOR SCHEDULE m <br /> MIN.SPACING <br /> ELEVATION AND MANUFACTURER AND/OR MIN.EMBEDMENT MIN.EDGE (IN)Bk�1NEEN ANCHOR CAPACITIES q o <br /> INSTALLATION TYPE SECTION VIEWS FASTENER HEAD TYPE FASTENER SIZE SUBSTRATE SPECIFICATION (IN) DISTANCE(IN) FRAME BASED ON `t <br /> ANCHORS � <br /> O <br /> CONCREfE ITW TAPCONS(1) 1-1/2 1-1/8 3 MIN.2000 P51 Z <br /> $ <br /> CONCRETE V � <br /> HEX HEAD 3/16" STRENGTH � � <br /> MASONRY ITW TAPCONS(1) 1 z 3 CONFORMANCETO <br /> (BLOCK/CMU) ASTM C-90,MEDIUM a <br /> THROUGH-FRAME ANSI B18.6.1 (WOODSCREW)(2) WEIGHT ? <br /> SHEEfS 4,7 AND 8 WOOD WITH A a <br /> ANCHOR GRADE2 EQUIVALENT <br /> PAN HEAD No.10 WOOD 1-1/4 3/4 3/4 MINIMUM SPECIFIC <br /> ASME B18.6.4(TAPPING SCREW)(2) GRAVIiY OF 0.42. V p o 0 <br /> GRADE2EQUIVALENT ^ LL <br /> 3 THREADS BEYOND 18 GA.STEEL STUD <br /> F ^�� N <br /> 33 KSI STEELSTUD ASME 818.6.4(TAPPING SCREW) INTERIOR FACE OF ASTM A653 � <br /> PANHEAD No.10 5/16 1/2 3� � o w <br /> (18 GA.IN.) GRADE 2 EQUIVALENT SUPPORINT MIN.FfU=45 KSI � O� 3 � <br /> SUBS A N, =33 SI O w Zw <br /> ANSI 818.6.1(WOOD SCREW)(3) �>m r$�f <br /> WOODWITHA o�o�� o vi <br /> NAILING FIN ANCHOR SHEET53,5 AND 6 PAN HEAD No.SO WOOD GRADE2 EQUIVALENT 1-3/16 5/16 13/16 MINIMUM SPECIFIC ¢m��w m a ~ <br /> ASME B18.6,4(TAPPING SCREW)(3) �m x� �� Z <br /> GRAVITYOF0.42. �O�u,o � � � <br /> GRADE 2 EQUIVALENT p c�_�w o � <br /> NOTES: z m v z W N �@� <br /> 1jWHENITWTAPCONSAREUSEDFORCONCREfE/MASONRYINSTALLATION,THEYSHALLBETHEADVANCEDTHREADFORMTECHNOLOGYNPE. 3000w ��� <br /> 2)FORWOODSCREWINSTALLATIONINTOWOODSUBSTRATE;IFSPLITTINGISACONCERN,DRILL0.090"PILOTHOLE(DRILLSIZE43).FORTAPPINGSCREWINSTALLATIONINTOWOODSUBSTRATE;IFSPLITTINGISACONCERN,DRILL0.121"PILOT �N°'n'iio qq <br /> 3)FORWOODORTAPPINGSCREWINSTAUATIONINTOWOODSUBSTRATE;IFSPLITTINGISACONCERN,DRILL0.082"PILOTHOLE(DRILLSIZE45). � �_ ��LL� <br /> � � p <br /> � `���� <br /> 2 �� ¢ <br /> 2X WOOD FRAMING. SEE ¢ � �8 � <br /> ANCHOR SCHEDULE ON EDGE EDGE � � � � <br /> EMBEDMENT SHEEf 2 FOR DISTANCE DISTANCE SUBSTRATE VARIES. SEE � � � � <br /> REQUIREMENTS. ANCHOR SCHEDULE ON <br /> SHEET 2 FOR <br /> � REQUIREMENTS. <br /> EDGE DISTANCE <br /> • , EMBEDMENT <br /> EDGE DISTANCE � <br /> � Roheh J.Amoruso,P.E. <br /> aFloride P.E.No.48752 <br /> INSTALLATION ANCHOR. SEE ANCHOR � Digitallystgnedby <br /> SCHEDULE ON SHEET 2 FOR Robertl.Amoruso, <br /> REQUIREMENTS INCLUDING SIZE, NPE, <br /> INSTALLATION ANCHOR. SEE P•E• <br /> EMBEDMENT AND EDGE DISTANCE. ANCHOR SCHEDULE ON SHEET 2 , DN:cn=Robertl. <br /> FOR REQUIREMENTS INCLUDING :'e'��'•`���'"8e°��,-, o=P7CProduct <br /> SIZE, NPE, EMBEDMENT AND =�: � �s�sz •• <br /> a EDGE DISTANCE. _ �� `.,�,._Destgn Group,LLC, <br /> a ;s:, s e oF ,i�;ou=fLP.E.No. <br /> EMBEDMENT AND EDGE DISTANCE EMBEDMENT AND EDGE DISTANCE =°Fs�<.aq,oPo='�.- 49�Sz,FBPECert.of <br /> s/ONA�,E;o°° Auth.No.25435, <br /> - NAILING F1N FRAME 1NSTALLATION THROUGH-FRAME INSTALLATION ' email=robert@ptc- <br /> corp.com,c=US <br /> Date:2014.07.28 <br /> --- — � - - - _ _ __ 1732:08=04'00'__ <br />
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