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COLU�IN: **SEE DETAILS 89, 94, 95, 99 AND 100fSD5 FOR FIRE SPRINKLER � a <br /> 3j4"x6 3/8"x1'-0" BASE PLATE ATTACHMENT OPTiONS** a a' <br /> W/ (2} 5/8"� x 4 3/4" K83 ANCNQR BOLTS, <br /> 8" MIN SPACING <br /> {'�''�`� (y�,) �a� LONGITUDINAL NON-BEARING SHEJIRWALL (INTERIOR}: <br /> - 'U' 4 3/16"x3"x16GA CQNT 6ASE TRACK, <br /> ,' �t7 'HSS' 6"x6'x3/16" STRUCTURAL CQLUMN: 'C' 4"x2 1/2"x16GA POSTS AT 30" OC <br /> __ ,, �,, , __ , y-\l - , _ , 3/8Mx1'-Q BASE PLA Wj 5/8"�x4" MIN E A7 24 OC , <br /> �'' 7 f 8'x6 " TE �ABED KB3 ANCHQRS " 6AAX <br /> -1 2 ,'3,, ;4\, 5.,�� �,6 r 7,� $\3 i'9,i �10� � �l , ,12; i 13,j ,14 i ��15; 1,��� ., �� ;; . ,`�I�; VY/ (2) 3 j4 � x 5 1/2 K83 ANCHOR BOLTS, U 4 3/16 x3 x14GA CQNT T4�P `�RACK, v, <br /> r ~T- Y ���J l 12b'-$ 3/1 S"TOVERALL � T ��_ !,i � � _� ,��� p+ ` ��y,, ,� 8" MIN SRACING 24GA U-PANEL PARTITION BOTH SIDES OF STUDS PER 21/SQ2, a <br /> f <br /> ,' ; , � SCREW PATTERN �2 Wf �14 STffCH AT 8" flC � <br /> � � � � I I , �, � �i `�� -�_ ALLOWA�I.E 5HEAR - 1�17� {Pt.F) � <br /> 10'I�0" I 25'-0" ! 20'�-0" � 20'�-p" ' I 50-8 3 f 16 i i sr; , � & � • <br /> , � � i��� � E'9� C�3 �S� 6 x6 x3�8 STRUCTl11�A1. COLUMN: � <br /> � * �, ,,�' � f 3f4"x12"x1'-(?" B,ASSE PLATE r <br /> I 1� f 11 f A 1 f! I f p 1 p t M ! N f U i R ' ! M I 1 R � /O� N � <br /> 1 Q-0 10-Q 5-� 10-0 10-0 10-0 10-0 10-0 10 -� 10-Q 10-0 10-� \ ,.. ��� ��* W/ (4) 3�4 0 A36 7�iREADEE� ROq �� �.ONGlTUDINAI. NQN-BEARING SHEARiWALL (IPfTERIOR}: � <br /> CA�1'-IN-PLACE ,tWGHQR BOL7S U fi 3/16 x3 x1 fiGA CbNT �ASE 1RACK <br /> , <br /> U <br /> �� � <br /> f <br /> �� i "�� ' �'��j 'C� 6�x2 1 j2"x16GA POST5 AT 3�" QG s <br /> '� i� •�`S' �� � W� �/'$"�x4° MIN E�iBED K83 ANCH4RS AT EA POST, t� <br /> ,_ <br /> '`,� � `' ��" '` C14 'HS5' 8'xfi"x1 j2' STRUCTURAL �43LtlMN: 'U' 6 3/16"x3"x14GA CQNT TOP TRACK, z <br /> � � �� �� �� , � `o� 1'x16"x1'-4° BASE PIATE � � <br /> ,. <br /> ;� STU PER 2 <br /> _ <br /> , <br /> r---- ------- � -_ __ _ _ __ - - ___ -- - - - ----- -- - - - ____-- -- - -- - -�-�---- - , -,- -- ,96i W/ (4� 1"0 A36 THRfADED ROD SCREW PAATTERN �2 W/ �1�2�STITCHEATQI2" OGS /SQ2, a <br /> 1 _ 1 <br /> -� � CAST-IN PLACE ANCHOR BOLTS <br /> � �, <br /> �� �� � ��� �rk �� ALLQWABLE SHEAR = 820 <br /> ,5 <br /> , <br /> „ <br /> , � ,� ; � .{�� (� <br /> � <br /> , <br /> ��� � <br /> ��o ��. �.� �. �'� ,_ � <br /> ,� �° <br /> � � ��'`� �� �, , C"9.�i 1� L{�NG�TRAhiS NON-BEARlNG�NflN-SHEAR (INTERIOR}: ��� � <br /> ' � �� %� � � �'; , __ 'L' 2' Z" 18 T� 5' 0� OC MAX a r o o .� <br /> , ti-. � , ;'� Q�w o <br /> _.__--.-- - _ � ._-----..___. --- ---------- -- ------------- -... __ ___._.____.._ _ . _...�. _.._._____ ._,_ _..___.__._m___ ___ _____ _. __� __.___.___._._ <br /> x -_--- -- ------ ---- _--_---_--- -----�_-- __ -- -- ------- - - ` .- `� -' Cf 1 ' C11 `�� W� �2� 0.138 x1�SHQT P NS AT EACNSUPPOR7'� Z�� N ti <br /> _ � � <br /> `� �� °� �'� Ta 'C �� � � <br /> �� �- � � ,, �,. <br /> - ,, - EXC�R7 WNERE ATTACH�fl POSTS <br /> ( ) �, Q � <br /> �� j ,� '` �"�� ��� �� �� � ,�;���� � �� ,.,�'� ��� 29GA U-PANEL �NE SIDE OF SUPPORTS PER 21�SD2, �o� � �� <br /> , � ��� cs �•� � � \ �,� �;� �p, �" �s,. SCREW PATTERN �2 <br /> � ��Q � � <br /> , <br /> � _ . �' <br /> � �si q <br /> �- <br /> I � � � : � k. . ,.- L f I�£� f � , \O4 �O'k ��� � � <br /> � <br /> -_ � <br /> ��� <br /> -- - -� e� - s-- - S� - --- _ - , - > n�� >C <br /> : <br /> - < <br /> - - — - - ---- - � � . <br /> ;' C�� <br /> -� 1��1 <br /> '� — i � �1� �. � n � <br /> __" R I I �1� � �, �,�.'` �`� �''� �� `� �����/ \� '� y/ ,'y�.,� I'��� 111 LONGITUDINAL NON-BEARING SHEARWALL (INTERIQR): ��� �� <br /> � ; ' ; s � ' � ( � ,�;F � � �,` � �" ;�-� ' �Q, � (1) HOUR RATED ASSEMBLY PER UL DE51GN U425 � <br /> � � ��� �.�� � <br /> �y 4 ,, ;� o <br /> i '� 11 � I', � .' ! 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C11 �; % C1 <br /> � ` <br /> ; <br /> ` � � C 6 x2 1 2 x16GA POSTS AT �0 QC <br /> � ,, ,, <br /> r � � � 2� � 2„ �AI <br /> � i �� i� '��� ; ;, i ��, C� C'� � '�ti��`�� � , ���. O�' :;�, q' ./� �`°,� ''.,� ,�, '� ��� ,,',� ,, l�,. � W� 1,/ �x3 1,l ORS AT EA POST, <br /> I� C <br /> �' � ; ' ; `a 'i� ' � � � i� ! '; �p ''� �l 11 ����'�,�� � �9 � ,'' ����3�, ,�; ����?`�� ���'` �� (/�� y �" ��•�, , ��1 ��� <br /> , <br /> '� �� % N Eh�BED K63 <br /> � � �� ���, o{ � U fi 6 x4 x14�A CONT TOP TRAC <br /> � � �"' ; ; � � � , �. b ; ' �, / ��,;�,. � ti,� � �� " ,�.,,; (2) Rt3WS 2flGA NQRZ MAC-GIRTS EQ SPACED <br /> , ��_���.. � � <br /> d - - ___ �- ._�-�:__r-_ �-� �--=�x-���-�--r_- � �-�-���-x�iz--�--��-�_ �_r-., -�- "---r---�- � -r- � •. . �'cP�, ,,_,, O� ., JI C11 \ ,' C11 AT NON CORRID4R CONDITIONS, <br /> � Bll ;� 15i ' 151 ,� I� 151 iq', I \ �j '' , �". �' � � � ' ,� ,. �` 26GA U-PANEL PARTfTION ONE SIDE OF STl1DS PER 21 jSD2, <br /> I I �, "'� ��`!�`, ef . �� .?� � � �i%�. � a� ���, �� x <br /> i jl, I , � i ' �i '� . 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ATfACH fi0 'HSS' CQL WING FLATE AND BEAM STI�F PLATE '� � <br /> ' "`� W/ (4) 3f4" A325 BOLTS EACH EMD � W10x22 FLOOf2 SUPPORTING BEAM: � � <br /> �� ;cy"�} ATTACH TO HSS CQL WING PLATE AND BEAtut STIFF PLATE <br /> ! `� W� �3) 3/4" A325 801TS EACH END OR � <br /> � <br /> 0" 7'-8" 28" � 17' 4° WELD 70 BEARlNG PLATE IN CMl1 POCKET, � � <br /> � � M ' I ' a , tl , b , N , tl + „ , M ' tl ' p ' p i a -, } ��l W18x35 FLOQR SUPPORTING BEAM: AZTACN TO 'HSS' COLUMN T4P PLATE � �?_ fi <br /> ATTACH TO CONC EMBED HANGER WING PLATE „ �� £c����� ti� <br /> 30 10-2 � 10-0 1 D-0 3 0-0 10�-0 10--0 1�-4 10-0 1 Q-0 1 Q-0 10-(} 10-0 �.�.�`� W/ (5) 3/4" A325 BOLTS EACH END W/ (4) 5/8 A3Q7 BOLTS AT MID-SPAN �ssl�Iv�L���'� <br /> � � �� � <br /> 5'-0" � 30'�-0" 4�' 0" , , , I ! ! � I <br /> � I I � j 1 � ,� -� W18x86 FLOOR SUPPORTING BEAM: 13 W12x22 FLOOR SUPPORTIryG BEAM: EXPt�ES: t?5-i8-1S <br /> � , � , i j � , � I ( � � ? '�J �18 , , � RTTACH TQ 'HSS' COLUM�! W1NG PLkTE, <br /> ,`�s ATfACH TO HSS GQLUMN WING PLATE <br /> � � � } � i �15�'-0" a I � i I - „ Ct�it1 EMBED HAMGER WtN� PLRTE QR BEAM �'flfF PLATE <br /> i ; <br /> i � W� (5) 3�4 A325 BOLTS FACH END DATE t�4-3p-13 <br /> � �. � ' ,�� ,_, ' ��, i <br /> - - - .� -� l� - <br /> � 1+�f (3) 3/4" A325 BOtTS E'ACH END, <br /> 1 2 3 ; �: 4'i , 5 ; � 6.i ;7 ; 8 � 9 ? � 10 � 11 ; t,12! � 13; �14; �f 15 i r1fi 7 �'17; !18,�� Arrae� ro 'Hss' COLU�AN Tt7P PLATE DRAWN PJPH <br /> �� � � � � �� ; � `-' �`=-.' W� (4) 5f8" A307 BOLTS AT MID-SPAN CHECKED MRD <br /> - _. __ _, _ _. _ _ _. _ � ._ � v- �_ .,,. <br /> JOB N0. 1211 <br /> SCALE 3/32� = 1'-Q" <br /> DRAWING No. <br /> BIJILC3I�G� 1st FL�C�R �ARTITI�N PLAN <br /> FOR 1s# I�..C?C�R N�4St)NRY` 1N�C3 I�K?T SI-f�WPI SEE "F=4UNDAl1CJN PLAN' ON SH�ET S2.1 sca�. s/32' _ �'-o° <br /> �� a <br /> REV. �� <br />