Laserfiche WebLink
ST�L FLOOR FRAMII� PLAN 1�T�: <br /> I. ALL DIM�N510N5 ,4ND �L�VATIONS ON THE STRUGTUR�L PLANS <br /> ARE �OR GENEi�L I N�ORMA�TI ON 4NLY AND SHA�.L B� YERI�I ED <br /> BY TI�E GONTRAGTOR WITH TH� ARGHiTEGTURAL, M�GHANIGAL, <br /> �L�GTRIGf��, AND MANU�RGTUR�R'S DRAWINGS BE�ORE �i <br /> 0'I 'I 2 3 4 5 GONSTRUGTION B�GINS. ANY D15GR�PANG1�5 SHALL BE BROUGHT � p � <br /> �0'-8" TD THE ATT�NTION OF THE ARGHIT�GT AND �NGIN��R IMMEDII�T��Y. � �' <br /> z � <br /> 4'-8° 2Q'-4° 32'-O° 2Q'-4" 5'-4" 2. ALL �X15TING IN�ORMATION IS ASSUM�D AND SH{�LL BE FIELD Y�RI�IED. � � � � <br /> ANY DISGREPANGI�S SHALL B� BROUGHT TO TH� �TT�NTION 0� TH� <br /> �, �, � � ARGHITEGT AND ENGINEER IMMEDIAT�LY. � f' � <br /> I I I I (� - � <br /> (� <br /> q/53.1 ��� �/53.1 � b q� O A z � . <br /> ���+ ,���+ 3. F O R S T R U G T U R A L G E N�R A�L N O T E S, S E E S H E E T S 5 1.0 T O 5 1.2. � m � � <br /> G - - - - - - - - - i - - - - - - -� 4. TYPIGAL TOP OF STEEL U.O.N.: -0'-5%2° <br /> � _� _� <br /> I I I I I I <br /> �� v - 5. 5EE 55.0 TO 55.2 FOR TYPIGAI. STE�L DETA�ILS. � � r r <br /> �? GMU R�TAINING W�LL ��. �f �� ��. �f � � � v w z � <br /> o B�LOW, TYP. d � 7/5 5,0 � � � '� � 6. TYPIGA�� ��OOR 5Y5TEM IS 2�" GONGR�TE OYER 3° 20 GA. GOMP051TE � � Q � � <br /> �` � �`` � M�Tl�L DEGK (5-I/2" TOT,�L) P�R 2/55.1. (125 PS� LL, U.O.N.) S�E � � � � � ' <br /> F � � � � ,�� <br /> _ ��. �- I �. - - - - - - - - - - - - - - - - - _ _=� � - - - ---F-� - -�-- - F f'I.AN �OR D�GK DIR�GTION. <br /> � <br /> o � �k�� ��� � � i `2�5�� ^ G12x20.7 2�a4.1 �2/55.0 �^ J� � � q � G ��c, � 0 7. U5E G12x20.7 (MIN.) FOR TYPIGAL STAIR STRINGERS t�T ALL �LOOR L�V�LS. � � <br /> o � ,�� � O i� Q � � ^ � TYP. 6/55.0 r 4 � � � � Q ��n � o �o�w,� r�p <br /> - I I �v; 7/55.0 � � �6J55.0 � � �6) l'LAG�S v o I � i 7/55.0 � �- ��, I - ti �''� ,� <br /> E sw-4 , sw-4 � � 5w-4 , sw-� m E YVDOD FRAMING fi'LAN NOT�S: <br /> - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � <br /> � G12x20.7 �� WISx40 (IS) �Q� G12x20.� ^i S. SE� SH��TS 54.0 TO 54.2 FOR TYPIG/�L WOOD �RAMING DETAILS. ''o,c�����a1�',� <br /> � � � � � � r� � � sf4NAL � <br /> �'� o`� yd �-' �`� 0`� � q. PROVID� WALL To W�LL GONNEGTIONS P�R 8/54.L <br /> ^ �U� <br /> �� � � WI6x31 (15) ��� I G'� WISx35 (I6) ��v i W16x31 (15) � � . <br /> I � 10. �OR 51LL PL�T� ANGHOR BOLT L,�YOUT TO GONGR�T� WA�LL5 RND � <br /> �� � 2�/2" GONG. OVER � ry N 2 SLABS, S�E D�TP�IL 10/54.0. OR TO ST�EL BE�M, 5�E DET�IL 12/54.0. ° <br /> � � ��`� � 3 META�L DEGK e S5 � I � <br /> � � �p`� ...� w ^ PER NOTE 6 �o � I II. aLL BEARING t�ND SH�AR Wt�LL5 SHALL BE 2x6 c� 16" O.G. INT�RIOR �ND � -� <br /> I I '� �t► � I I I - � r- � <br /> � � � WI6x31 (15) �`' WISx35 (I6) � W16x31 (15) � I d; 2x6 c� I6" O.G. EXT�RIOR, U.O.N. � Q M .�' <br /> m �� � �t- � � m Q � "' U <br /> `�'cs I ^ � 4 55.2 �/ 12. P05T5 INDIG,hTED ARE A80VE THIS LEVEL. �Q � N , <br /> tp+� � � � �2 ALL P05T5 NOT 5i'�G I F I ED 5HALL BE (2) 2x U.O.N. 50L1 D S�WN o � �n o0 <br /> 4/55.2 � � U � N N <br /> _ 6/55.2 � '�� � ° WI6x31 (15) � WISx35 (16) � W16x31 (15) v � I � I 2 M�MB�RS O� �G2UIYAL�NT 51ZE MAY B� SUBSTITUTED �OR BUILT-UP � � N � : <br /> ^ s, _ N MEMBER (5UGH A5 A 4x6 �OR (3) 2x4). � W d. � <br /> ^ � GI x 0.� IN ^ � � . <br /> 7/53.2 = `y <br /> � S/55.2 � � � g 4/5 5.0 � '�`SS � � 1 3. S W-x I N D I G A T�S A P L Y W D O D S H E A R W A�L L A T T H I S L E Y E L. <br /> � ^ �VSx24 (4 3/5 .I � � �O� 3/55.0 TYP. � � <br /> � ��5��2 TMP � I eFo� � � � U 2 f�L L E X T�R I O R W{�L L S S H P�L L B E S H E A T H E D P E R 5 W-6 <br /> �� L � � � <br /> 2�2 GONG. OV�R 2/5�.0 � �� WIbx31 (15) WISx35 �I6) WIbx31 �15) 2/�,p REQUIR�MENTS, U.O.N. 5�� SGHEDUL� ON 8/54.0. <br /> 3�� M�T,�L D�GK � 2 • - - - H 5/55.0 4/55.2 D <br /> _ <br /> PER NOT� 6 � G12x20. +6 �U� ,�g5 �`�� �g5 TYI', (4) P�AGES �2 SIM. � I 3. 5 1 T E R�T A I N I N G W A L L S P�R 8/5 6.0. W A L L L O G A T I O N � H�I G H T P E R A R G H. <br /> �°+ 5/55.2 , �I 5.2 � ^ � ���'�� � ���'�� ^ 6x8 �� HDU� � � W8x10 (3) � �--�R <br /> � �.. W16x26 � � �- WI6x31 (15) � WISx35 (I6) - 36 (22) 2/55.0 _ _ <br /> �� ��� <br /> o T! y p ro � V � -�r' S T E E I. L 1 C S E N D: ' . <br /> x _ <br /> �' _ `'� � ��� �dG �'` � x ,���`� �- X ; 8/5�.0 � <br /> ^ � py' c��s � 10/55.1 � o � � � � v L-, INDIGAT�S D�GK SpAN ORI�NT,4TION. � � <br /> t0/55.1 � '�" 5W-4 s `�� � 2/55.0 I � � 2/55.0 �� <br /> � G12x20.7 WIbx31 15 W18x40 16) � �,�, � <br /> C � ,�..�. - - _ - - - � _ _ _ � WIbx36 (22� r v C �'� INDIGf�T�S ST�EL GOLUMN BELOW. <br /> _� + o � 0 10/55.1 12/54.0 �. �55 ���5��. Q �?J � ^ j 2 " SIZE GALLED OUT /�T BOTTOM OF GOLUMN. <br /> � b � � � - V c� �,��I'� v 2kg - 12/54.0 i N <br /> r � 2�54'� �k �-_- � � W �� I � � � � w� � I I-- IN171GATE5 EMB�D PLATE GONNEGTION i'�R 2/55.0. <br /> = N1�� � W16x31 (15) � �-- WI2xl4 (ID) � �2 � 2/55.0 <br /> � � ^ � � WSx10 (4) '� � N k6 WI6x36 (22) v �- INDIGRTES FULL DEPTH GONNEGTION P�A�TE PER DETAII. IZ/55.0. <br /> 7/53.2 y� N ^ � � � ry � � 2 <br /> � 6a`6 � � ����y � IO/55.1 ,n � � � � QJ b � .� �� 5�. � E- -- INDIG�T�S DIAGON/�L BRAGING PER DET/�IL 2/5�.2 ' <br /> � � � � ��,° � z � ►� �o+ � sw-6 c� �' � P � <br /> � � � W16x31 (15) � � ���0 �P�i� 10/54.4 '�' � � `y <br /> � � WISx35 (6) _ w� � 2/55. G�OMP051TE BFr4M Ll�: <br /> 12/54.0 c� WIbx36 22 i <br /> i ^ � � � 10/S�.I WISx35 (I6) � o � �`D� � <br /> �� I � 4/55.2 � �� � 6 y/5�.0 � � ��,�� w� � ID/54.4 � � � BEAM 51Z� INDIGATES ND. OF U A N T U M <br /> W I b x 3 1 (1 5) x 6 � c� q j'� r � 2/5 5. �� �� Q <br /> y� G12x20. '�' W I bx 3 1 (1 5) � 3/4 D I�. x 4 I/2 5 T U D 5 �Q U�L L Y � 0 N S U L T I N G E N G I N E E R S <br /> � - - - - - - - - � � � B SPAGED A�.ONG BEAMS <br /> B � i � c� m � � � � � I I 6/55,0 i _ W16x26 (12) <br /> _� � � �u I S/S�. x� x� � � � i ^ � � � � � �� �� 1511 THIRD AVENUE . <br /> -' I � � � 8/55.0 y y 2/55, � 2/55.b _� c=I/2 L+I ] SUITE 323 <br /> �n I T _ 12x20.'1 � v � � d � � � � WIbx26 (15� � SEATTLE,WA 98101 <br /> A A - - � � �� �� �- � � � - � � - �� I _ _� - - INDUG�D GAMBER TEL 2�.957.3900 <br /> �� I A f�T M I D5PAN FAX 206.957.3901 <br /> 6 2/54.1 '�"6 I � www.quantumce.com <br /> �� p = ry � 7/55.0 � ry s +6 2/55.0 �, � L, _ _ _ _ _ _ __ ty 7/55, y (NO INDUGED GI�MB�R T.0.5. RELA�TIVE TO THE TYPIG�L <br /> �, d � d � � b � TYP. q L} - - - - ���' -_ - - - - G-� � d � I� BLANK) T.0.5. (5�E PL�4N NOTE 4) =�. <br /> � '�� � N Q N� N �6) PLAGES 2 N� NZ N L <br /> � z <br /> TYPIGA�L GOMPOSITE SLt�B DETAIL P�R 2/55.1. .� Q <br /> TYPlGAL GOMPOSITE STUD SPAGING PER 12/55.1. <br /> I I I I TYPIGA� GOMP051TE BEAM DETAIL PER 12/55.1. m C j - <br /> I 4'-S" I 2a�_4�� 32�_��� 2a�_4�� ��_4�� o � z N Z � <br /> o = � � Q <br /> q0�-8�� WOOD LEGEND: � U J � z a <br /> c� > � p � <br /> � INDIG�T�S WOOD B��RING W�LL OR SH��R WALL �BOY�. o � Q � c� z <br /> � 01 1 2 3 4 5 W Z Q <br /> � �� INDIGAT�S NON-B�ARING WA�L�.. 5E� 4/54.2 �OR GONN�GTIONS. � � �-. >_ c= � <br /> � v� Z <br /> '' .�e � u� � o � o <br /> ^ 'L INDIGf�TES 5PEG1,4L MULTIPLE STUD P05T ABOVE. -� = W o <br /> N `�`1 5�E PLRN NOT� l2. � 1- C> � � � <br /> 0 <br /> � . <br /> t + .. <br /> �, N <br /> w <br /> ,� �0 INDIGA�T�5 HOLDOWN TO GONG. W�LL BELOW P�R I D/54.0 z C� U o w Q <br /> � � Oi� STEEL Fi�MING BELOW PER 12/54.0 Q z Q � w � � <br /> o ° <br /> � <br /> � <br /> 5W-x INDIGATES SH�AR WP��L TYPE RT THIS I.EYEL PER 8/54.0 Drawing: <br /> b ��I I� ��OO� ����ING ���I�t P�ND PLAN NOTES II � 13. <br /> N <br /> y <br /> � SGfi�LE: Il8" = I'-0° . ' <br /> � <br /> � <br /> � <br /> Job Number. <br /> 16411 .01 <br />