Laserfiche WebLink
�'' _ _ -- —-- _ _____ T ___ _ _ __ _ _ __ _ _ : <br /> -__�_. - . _ �: ` <br /> , ••:.�.� . i _ <br /> : _ �, <br /> , , <br /> ,. ; ; <br /> ; ' . <br /> ,` _ : � ' <br /> , : <br /> . a . . . . . ... . . . . . .. . . ... �.. . � . . . .. �. � . . ,� � � � . � � � . . . . . .. . � . . . � � - .. . . . � . . .� . . . �.. . � . . . . � . . . � . . � � . . . . . . �. � �. .� . i���.. . .-.. �... <br /> , , . . . � � . , . . .. - .. . . . ...�. . . : . .. . . . . .. . . . . � . �_... . .. � . . , .. . . . � . . . � . ..�� . � . . � - .. . . � .. . � . .. � . - � . . . � � . . . n � � u . � � . .. . � . � � . .��. ' <br />. . . . . .. . . . . . . . . . . . . . . . . . ..'� .'��:��.'. <br /> 1 �� �r 1 1 1 1 I <br /> _ � g 3 5/ 6 5/ 6 ; : <br /> � � <br /> � <br /> � � " <br /> + + + + + + � � _ <br /> � � � <br /> - � � � �� <br /> _ 3 I ;: <br /> c� i <br /> � , � � o ; <br /> 16 iD . <br /> ,; � <br /> � � 1 W <br /> ` � _� �� 1 3/g N . <br /> �� i � � W �p <br /> , : i i � � ; <br /> � 13 GA. 14 GA. � � (l� �- . ; . <br /> � 1 E i i _ tn a <br /> 4 i i � <br /> �� �r 2 ��` �i � <br /> � „ i i 1 2�d ANCHOR 2 t <br /> � 8 i i � <br /> � f-- - � <br /> GA. i i � <br /> 13 � �� ; <br /> 1q SLAB ON GRADE i i <br /> � � _i 1C � �� <br /> , � 3,, „ . �� . . a 4B DOUBLE DIAGONAL BRACE oc �W `; ' . <br /> . ... �.'a :a :� . • :. . . ," ... . <br /> � i � : �� i � (d5/8° Q)5/8° <br /> i �,�.�� 13 GA. 14 GA. f�5/8 . . . . . : • °a: ° a3 1/2' MIN..� � <br /> . � . . . . . WTw <br /> .a � � a , . • •� N . � <br /> � I i� I � � ad . • ° •. <br /> � . . l � � � . . . . . + . . . � . . .�. � � � + � . . • a . �.:d�d a• 4' . .Q ; EMB T . . . . C <br /> C <br /> . <br /> a l I I � � ii . . ' . , . Q " �ri . a.'. W j <br /> 1° P. 1 p, � 1 P. � . � � .. <br /> ' � � _ 2A 2B �� 2C . e . :�a� . .� ` �:� 4. � a ;:a 15/16° W � � <br /> � � a. ! <br /> _ = o <br /> 1 TYP. 3/8 THK. TYP 1�8�� 1��TYP. 3/8"THK. SOIL Q I <br /> � 4 TYP 1/8�� 1"TYP. 3/8"THK. TYP 1�8�� " " � <br /> � 8" _ 1 3 8° <br /> 8 � �16 GA. <br /> ., <br /> 4 ANCHORS REQ'D PER BASE PLATE I <br /> � O , <br /> �" �� <br /> , <br /> � USE @ TYPES B, B1, C, &Ci .USE @ TYPES A&A1 USE @ TYPE D ! <br /> �� �� R. 5 BOLT I : . <br /> ATTACH W/ (1) 5/16 f?�X 3 G <br /> I <br /> BA E PLATE 2C BASE PLATE <br /> 2A 'BASE PLATE 2B S <br /> i � <br /> DIA NAL'BRACE <br /> - TYPICAL BRACE T0 COLUMN CONNECTION 1 A COLUMN 1 B BACKER 1 C COLUMN 1 D <br /> BACKER 1 E COLUMN 3 ANCHOR 4A <br /> HORIZONTAL & GO <br /> , � , <br /> V-B ., . <br /> .� <br /> �'��' <br /> ��.� <br /> . <br /> : �� 1/8° TYP. ' I <br /> ( TYP. �� TYP. <br /> �� <br /> TYP. 1/8 1/8 �1 11/16� �1 ��2���1�� � i <br /> 6 ° <br /> 7/16"fI�STUD 1/8 1 11/16° 1 11/16° � <br /> �� �� 1 1 2" 1�� ------- �q <br /> �1 11/16�� y 1�2��' 1�� '` � �1 1�2�1 � � ------- � / � i 1�, „ i `:� � 5 <br /> � �- -�-- , ------- � , �8 ��, �:, � , ; <br /> � 1�� <br /> ------- I 1 u 1 $� I 1 �su � I �(`\\\ `:� � ��%i% I <br /> i <br /> � I ° � I i � ------- � \\ �� � , <br /> 5 � 1 1 /8 � / � � ------- �� I�� \��� l�^ � <br /> 2�� P. � i � ------- i ==_=_=_ � � i i1 ��� i i i , <br /> � ------- � � 12 GA. I ��� <br /> � <br /> � ___=__= � �� i �� i 1�M ��� �i i � <br /> � �� I � I �� I(+ ��� I I I , I " <br /> �' � �� I � � I \\ JI <br /> i 16 GA. 4 1�2 � � <br /> � � I �� �� � j �� �� I i���� \\��1j 6 I <br /> v <br /> , „ � � � �� �, �•,, � �� <br /> a� <br /> i i i -��� �.. i <br /> � � � 13 GA. � �� 14 GA � i q�� ��� <br /> i i �, i i i��`�� 1i <br /> i i - �� - { <br /> �� i � iiM � iii � <br /> i i � i �� , . <br /> � i i � ii , <br /> i � � i -iii ��� iii a a a a a <br /> i ------- � <br /> � � � m � � � � � �n `�� ��� ; <br /> _. / � i w 6A i 6A i i ------- �� i�y ��� i i i i <br /> / // 5A i � i i i� �� iii <br /> � 6A i I i ------- _ ------- i i i R.`� ��t i i : , <br /> � // � �� I�I� �� i 5D � m i u ��� ��i i , <br /> � �l/ 3 3 16 7 GA�` �3 3/16� � i w ...�i V-A <br /> 1 I�I� 7 GA� � / � � .. i <br /> 7 GA�1` �3 3/16��--�, 5B TYP. 5C TYP. ��' 6B i � ��i i <br /> � � 1 8" 1 B � <br /> TYP. 1/8° : : <br /> / � <br /> 7 GA.� �3 3/16"�' � 4 <br /> � <br /> � USE @ TYPE b TYP i „ � <br /> � � USE @ TYPES A&A1 USE @ TYPES B &B1 USE @ TYPES C&Ci 1/8 <br /> �J z <br /> 6A CONNECTOR 6A CONNECTOR 6A C O N N E C T O R 6 B C O N N E C T O R ' 2 3 ° <br /> � � <br /> � <br /> � <br /> -B TYPICAL BEAM TO COLUMN CONNECTION 5A BEAM 5B BEAM 5C BEAM 5D BEAM GENERAL CONFIGURATION . W <br /> : o <br /> , _ <br /> , . _ <br /> . ,, ; <br /> � ; <br /> ,;. <br /> � <br /> ; <br /> , {: <br /> � <br /> r I ; <br /> , ._, _ „ ,, �, „ m <br /> . /4 1 1/2 24 1 1/2 I � ' <br /> � <br /> � � � � � i <br /> ------------------- , w �; <br /> _ _ Q : k <br /> � � o E <br /> _ 16 GA. ` <br /> : �� �� <br /> . 4 <br /> - 3 /8 : <br /> _ w <br /> � <br /> a � aa <br /> � � �; , <br /> ATT'ACH W/ (4) 3/8��0 BOLTS SEIZMIC ; <br /> EST. 1985 i ' <br /> TYPE A TYPE A1 TYPE B TYPE B1 TYPE C TYPE C1 TYPE D sEizMic <br /> ENGINEERING, INC: I <br /> 6„ 6�� 2'� 24" 2�� ,1�-144"—�' .�-144"—�' .�`-42"-�`24"�42"�' ,�`--154"—�' �-154"—�' �42"-�`24"�42"-�' .�-180"—�' �42"-�`24"�42�,� 1130 E.Cypress$t. �. <br /> n n _��-__�� _�r---�� 91724 I <br /> � � � � � � � � I <br /> „ -�r--1i 1 -�r-`�i 1� n n 5 100# 1�- n n Covina, California <br /> 4100# 1� i -�i - ik---�i ik--�i ik--�r TeL(909)869-0989 � <br /> � ik . n n � uqq � ii �\ nq.q � ii �\ ii4q i ,. <br /> ' " ii � 4A �� ii � 4 ii � 4 � '; <br /> 4 � 4 � n � ii <br /> II I �� �� � �� �� II _ I 7 �� II _ I DRAWN BY: �.S.I R.F. <br /> „ , �, �� _ �I� , 7 - 7 � �� �� ,,� -�, 7 ROW SPACER (ALIGNMENT PURPOSE{ONLI� <br /> � ��� �� �� �� �� �� <br /> II�� �li II II �� �� � \♦ DATE: 03�21�18 I' <br /> , 4 �� i � u �� � 4 n � n 4 u � n <br /> 4 n � u 5100# <br /> 4 100# yI \� il II � II II � II II �I LAST REV.BY:' I <br /> i --�i ik--�i ik--�i k-- . ' <br /> k - I �( ' �� �� °_ I � II �� �� _ I � II NOTES. REV.DATE: <br /> �� „ �� _ i � n �� �� _ � 4B 2 p 2 p 2 0 �� - � 2 0 2 0 �� � <br /> 20 - _ 20 20 20 „ �, . �� u 4 �� �� <br /> 2 0 2 0 „ �i � ii � „ 4 � „ �� 4 � n ` u 1.'DESIGNED PER SECTION 2209 OF THE 2015 IBC. rvPE: H ` ,' <br /> � ;� � ;� 4 n `\ n 7 7 ii � n 7 � ii --�-�� u � UM <br /> n --�� ij�--yi : i�� ii 4B il��-�ii Fa = 1.0&Ss = 1.44 sca�E: N.T.S. <br /> i�� n ii� n �� ii � ii �� „ ii � 4B . . <br /> SEISMIC DESIGN CATEGORY. D , <br /> 4 I Il � Il l 1 4 4 I I �` I I APRV'D BY: SAL E.FATEEN <br /> 4 100# 4 �� in �� ni 4 ,� �n �` ni �� iii � n n n . ; <br /> 24° ili �iu 24° i�i �ili 24 1 000# 2.STORAGE CAPACITY. SEE ELEVATIONS <br /> 1000# _- 1000# , iik--�u �� uk-- i �� ik--�i ' ; <br /> � ' <br /> � iik '��i�„ 7 �� , ili� ili � � ii � �� 3. STEEL•ASTM A1011 FOR SHAPE F = 55 000 PSI GRADE 55. I <br /> �� III\ III 'G, �� �� � ill♦ 111 �� 2 �� ♦ y a ; . <br /> „ 2 � 2 1 000# iii � �li 7 1 000# 4 �� iu � ili n ii <br /> 7 � 1 000# 4 �� ��� �� �I�BACKER � 4 " i � �� BACKER �� iii ♦ i�i BACKER 4 u �� n 4.ALL BOLTS:A307 (UNLESS OTHERWISE NOTED). tiE.FAT� <br /> 2 �, 1 000# =�ii ��ii 2 1 000# =�i�_.��u ��2 1 000# �, =�ii_��lu �� =��=-yi . _ ` _ gF' oF wasql�rjr i <br /> „ „ ---� �� �� 5.ANCHORS. DEWALT POWER STUD+ SD2, ICC#ESR 2502. �� , ,�� , ` <br /> FRONT VIEW FRONT VIEW SIDE VIEW FRONT VIEW FRONT VIEW SIDE VIEW FRONT VIEW FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW 6. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING �e , o • <br /> ANCHOR INSTALLATION. � `� � <br /> _7. CONCRETE: 5"THICK x 5,000 PSI. �'' <br /> 8. MODULUS OF SUB-GRADE REACTION: 50 PCL '0!p �29sss � �c{,`�' ' <br /> ' ��' RECISTEBti � <br /> �ssI�NAL���� <br /> : EXPIRES I <br /> , 04-12- 02 ' <br /> : � . <br /> - - ; <br /> _ : ` ' �' <br /> rE * <br /> : . , - j <br /> DESCRIPTION: , � <br /> i <br /> : - STORAGE I <br /> � <br /> . <br /> :RACK i � <br /> . ' DETAILS � . <br /> 1 , <br /> _ ; <br /> � : <br /> DRAWING NUMBER: I . <br /> I ' <br /> � <br /> STORAGE RACK ELEVATIONS : - 18-0665 A ; <br /> _ <br /> , <br /> _ � <br /> :, <br /> . <br /> ; ,. <br /> , <br /> ,. <br /> : <br /> ; <br /> : - <br /> , <br /> . I , <br /> - � —,� <br />