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P i <br /> POST, CAP & BASE SCHEDULE U <br /> SYM. POST CAP BASE NOTES: � <br /> P-Ol (1)2x_STUD w/(1)TRIMMER (4)16d NAIL(DBL.TOP PLATE) (4)16d NAIL(TOE PLATE) 16d NAILS STAGGERED @ 12°O.C.(8)16d NAILS STUD TO HEADER � o � <br /> � <br /> P-02 2x_STUD w/(2)TRIMMERS (4)16d NAIL(DBL.TOP PI.ATE) (4)16d NAIL(TOE P�ATE) 16d NAILS STAGGERED @ 12"O.C.(8)16d NAILS STUD TO HEADER � Q s , <br /> P-Q3 �2)2x_TRIMMERS <br /> (4)16d NAIL(HEADER) (4)16d NAIL(TOE PLATE) 16d NAILS STAGGERED @ 12"O.C. � Y= �, <br /> P-04 �2)2x_STUDS (4)16d NAIL(DBL.TOP PLATE) (4)16d NAIL(TOE PIATE) 16d NAILS STAGGERED @ 12"O.C. W a 'u, <br /> ��� <br /> 4 2x_STUDS 4 16d NAIL DBL TOP PLATE 4 16d NAIL TOE PLATE 16d NAILS STAGGERED 12°O.C. � � `� m <br /> P-05 O O ( ) O ( ? @ � �r _ � <br /> � � � <br /> P-06 6x6 DF#2 SEE 14lS2 PBS66 � p � <br /> � N_ <br /> P-07 (3)2x_STUDS (4)16d NAIL(DBL.TOP PLATE) (4)16d NAIL(TOE PLA7E) 16d NAILS STAGGERED @ 12"O.C. � � m <br /> � O � <br /> p_pg PT 4x4 HF#2 PC4Z PBS44A � m • <br /> A @j � (� � D E F NQTE: SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKWG TO BE EQUAL TO OR GREATER THEN THE POST ABOVE � °- <br /> � <br /> � �r. �' <br /> � � � � ` <br /> i i i i �EAM SCHEDULE ����;��� ,;1�� _ . <br /> I I � � � I . , f. . <br /> SYM. BEAM -:� , & � <br /> � � DBL. IM I I I � BM-Ol 4x8 DF#2 OR BETTER � d .,�� � <br /> �, �� <br /> L�. --------- ------------- ------------------------ I BM-02 4x10 DF#2 OR BETTER '��' r, ��l. - �� '- `� � . <br /> _ �, a <br /> '�...'—____'____—'_'.__— <br /> � � ( ONCRETE�NDW f I �1 _ <br /> A �' R A � A A STEPS TO IGRAD � � � �' <br /> BM-03 3.5"x9"GLULAM �t' `!'` ' '� <br /> �� r � �'�'� '?�t ,� ��� � <br /> I ' � . '��� <br /> �` �O �O �p PER 1R�C. � f BM-04 3.5"x9.25"PSL � '��;�� H' � <br /> �`� �i��:��� � <br /> � M-1 i i f � i i � � BM-05 7"x9.25"PSL �.�` � �7���f 11I iifli(���f(fl��� � � <br /> � OLID BLO KIN � ( � I � � I j BM-06 3.5"x10.5"GLULAM � ' ���t� � <br /> m� <br /> � P.T.2 8 J01 �TS I I I I I I I I BM-07 5.5"x10.5°GLULAM �� ���1 !��� ����� �, <br /> H2.5A ALL JOISTS TO °� 6�' '' 5) .T.2 1 STAI � � �`' � � � <br /> C <br /> BEAM AT THIS LINE � � � � I � BM-08 5.5"x12°GLULAM ��. ` �� � ��� �.' ,s F � y �.$ ,` <br /> I � �TRII�G�R�S � � � _�'.�-����'��_�.�� ,��r , <br /> � � � BM-09 W8x18 <br /> I I i I I � <br /> � � I I � I � I I � � �W � � �o _� � � C4Ns0 ' , <br /> I BM-10 W$X28 zc� E �y:s� pr ��a� o..._ <br /> i � � BM-11 W�OX30 cv¢Zm� QN � �,o ° ��c� E@o <br /> AI A i A A ��� Qo °� o` m� c�.� o� �o� <br /> � N S1 U�� lU � N O � N C <br /> �0 I �� �� �� I I � BM-12 W10x54 `��m ��o� � �NOL�� �. 2 <br /> =O J N 'O N'O �.(0 @ l9 �U t0� N U . <br /> � i i � BM-13 PT4X10HF#2 aZu. ° � c � � n �s�� � a o � ' <br /> M�� . � O K U O � j��N m._ C �.'YO O <br /> W J�..fn N <br /> U <br /> OLID BLOIKIN P.T. x4PO Y � � � UF�oN��or�� ��F �� � <br /> ' o:. o-�v <br /> c s � E m— m <br /> � P.T. x8 J01 TS WAL @16" .C. , � �--�- �¢ � °~ ° @ <br /> � @ 6"0. ., STEP � I <br /> i � � i ISTEI? � P,T.2 6lAN w� i i HANGER SCHEDULE . <br /> P.T. x12 S IR , @16" .C. <br /> � RING RS I I I I ! � � SYM. HANGER <br /> � � i TE � � I � H-01 J6210A(field verify) <br /> � � ,. � <br /> � � � \ �^�� � �` � � � fA � � I H-02 JB210A _ <br /> A �j I I <br /> A O> I ��sr A O A � � ��/ � r �� � BM-01 Q��� I � H-03 LU210 / LUC210 ,y : <br /> � � �/ ( Y ) <br /> , _ <br /> � ----------- , - �:f-� ��; f�-,, - -- - ven__min. - --- --- -- ------------- _ LU28 / LUC8 <br /> , <br /> , `` -- -=-- --- '�_; . - - - - -;-_.-.... - - .....- ,. ;. . . ` 5 HUCQ410-SDS <br /> , <br /> H 0 <br /> � _ .-_------ - - - I -,. ..� . ---�-� NEW 2x6 PONY WALL H 0 <br /> �-�- --- -- �- �'� . I O� I ' <br /> : ..... <br /> 'i I � Q� Q� ` � � � � : @16"O.C. H-06 HUCQ610-SDS � <br /> HANGER NEW JOISTS `� � � �,�. ,F'� � I existi tair� � i .: � <br /> =� I 2x 0 HF 2 J01 TS I �S � �s ' � : I � 2x10 F#2 OIST , p�0 H-07 HUCQ410-SDS,SEE 18/S2 <br /> TO EXISTWG RIM ,,{ i @16'O.C. ( �!2C �i�C � � 16��0, • � NOTE: HANGERS NOT CALLED OUT IN ROOF <br /> A �:i ' �O � I qO � A ( � � ��, ,S,\ � � : Op� PLAN SHALL BE PROVIDED BY TRUSS <br /> ��2p$, ;i I )"A� � I s� s� I �2 I i i Q �"A�� I j : Q� ENGINEER • <br /> � �.... <br /> �--- <br /> - , <br /> =-- --------------- <br /> --------- <br /> --- -- - - - - '- --- -- <br /> ---�_=�-___-�- -- :, <br /> -< : - - -= <br /> j I NE ACCESS �j� Fi�, � j I �-- _ - BM=03 NEW ACCESS i I � � � <br /> ��� T�i�, � � � � �> (rep lacE� exis ting) � :I e - <br /> ;>� <br /> ;� , <br /> I j �j� .o � F � � � ;j ALL FLOOR FRAMING MEMBERS TO BE �— <br /> .<<. <br /> I I�I � �`�'� � +S'�� � Q � I - . - i j 2x10 HF#2 OR BETTER � , <br /> � I �i�� � � i m i � I @ 16 O.C. (U.N.O.) <br /> lil Q I 'Oo i Q i I I :I � <br /> I � �i�m � s� i m Z i ' j ;j �` <br /> I - I , , <br /> � F Ijlz I � � c� n i j ,: ; � 'I � � .. <br /> I � �S Ijl� � i Z ^� X j I � <br /> �- r+�.o,ow � I l::: I <br /> T I N � � I N <br /> � I /2C'� I j I W � � w s�`%j��O � � � I EXISTWG 2x4 PONY WALL FLOOR PERIMETER ` <br /> '� � �s�lil � � j 9J I I : . <br /> ; <br /> ; : � : <br /> , : : <br /> F-�- <br /> A I i I � i i � < I ; I FLOOR JOISTS <br /> I I � <br /> \�� � I � �+5�, i ��pA Os r1.��7 � -� -- ---- ------� ,.�1 DECK JOISTS � <br /> �/ji I •Oj � t:f� � � - - - � <br /> I � I � ,p �'A I� � �c� iIi I I : - STAIRSTRINGER ;y� _ <br /> i A� I i � O,��� p s II �--1 ( �OJ if;i i I : I -- 'T WALLS UNDER � <br /> I s I �r, S T I� � _� ( �[, , B M—0 5 � I -- -- . <br /> �-- ----- � � — — � — i �_� �`�� �-- ---- -----�n_floor�_ ----- � _ - ------------- HEADERS&BEAMS � W <br /> ----------- - <br /> � � : <br /> 1 i=-�---------- -�-------i �--_ _ _ _____________- i _ _ i � <br /> a I � T�A�v' c� � Qi � i i -: . Qi0`�' I EXISTING � <br /> L . <br /> Q ' � °o (existin airs) � � � O�'� I ---------- EXISTING HEADER&BEAMS � w - <br /> N � g � ( � I `i � � > <br /> _ � �r fn � �Os � � � � � _. _ . -- - - <br /> � __ � � <br /> ^ I - EXISTING WALLS UNDER <br /> '-- - - ------ -'- � <br /> Z I ! o ' � ' ^ CUTAND HANGER-EXISTING -1 � � � I <br /> __ , _ REMOVAL �/ <br /> `�' A I FLOOR JOISTS TO NEW I ( I � � � <br /> �rl_� � �., i � INFLOOR BEAM � � � � � NEW WALLS OVER <br /> N � i � N � � � I I � EXISTING WALLS OVER � U <br /> I I �n 1 � �N � j �- cn ^ F�, I I j i � � � _ <br /> J,. <br /> , m �; �L ; � I ' _.. , � f� <br /> II (I I � a °' � ° �A � � E _ � I <br /> �I I j � a � �: os�, � � I i:.. l � � ' • <br /> z � j � �' i � � I I I N <br /> I I I� � � � V ( � I �' � � I I � <br /> I � <br /> iI 1 "' �, � � j �A m ' 'u � II I � j � <br /> �.��_� F�,p I F�o � � 11 _ _ _ _ _ i � <br /> � ' j G�•o I ��.o Q i � i:.. _ _ _3 � i a� <br /> o �5�, I �s� � I j I I � <br /> a " � , <br /> _ ; � I I � I I II <br /> � ; � � � � � � � � <br /> z ' f � _ � II I � ( <br /> .. � � _ f{ � � � I . <br /> , <br /> .,. <br /> 12 I 12 � � I I j <br /> i j S 2 I S 2 � � I I I , <br /> I Iil I i ) o <br /> � � j � � j � � g <br /> � I � II I iI •L . <br /> � <br /> I � � Ij � � � I o <br /> ! I � I '� � � � <br /> I j DA I �A ; � !� I i j <br /> � ��,S I ��,°s ' I }I I I I <br /> L� ' --- ---- -- - --__ _i----- - ' ------- -- - - - -� �_ ___------ - ---_ __{ J� <br /> _�_.__�-- - --- -- - - --- - - - ---------_ -__ -.--.�. <br /> � i _----- ---- � � � I <br /> I j rnN I rnN I I � ` <br /> I t- v3 I r v� � � I ° <br /> j ' z , <br /> � � '" 1 j ', ' j � <br /> i 1--- il �j � I I <br /> I j ,� � , j � <br /> I j j I� __ __ _ _ j I � � i <br /> � I �._._� .... __.. . _. _.... _..__ _��_._� � I PROJECT NO. 170811 <br /> � I � I � j '������f� DESIGNEDBY TL � <br /> C i I I I i <br /> ��u�'`�. .��� DRAWN BY TL&RM <br /> � `��, �'�' CHECKED BY TL <br /> �`��' �;r,� �., • <br /> ���� ...-..- , 1 q. <br /> p��,�� �� �. SH EET: <br /> � , ...,,' � <br /> '�''�����:, °� � _ <br /> �'��-����i���' , <br /> ��'��,.�.�� 4�� <br /> ' "��'S���rt�i..TM���` • . <br /> ��P <br /> SCALE: 1/4�� _ ��-O�� ELECTRONIC COPY <br /> ORIGINAL IS ON FILE • <br /> AT ROSS ENGINEERWG � <br /> �I� i �� �`����9� <br /> ���d�NV�� ��� ������ <br /> PRINT DATE 3/12/2018 5:13 PM <br />