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<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 �
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<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,
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<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 _ �
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<br /> P-06 6x6 DF#2 SEE 14lS2 PBS66 � p �
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<br /> P-07 (3)2x_STUDS (4)16d NAIL(DBL.TOP PLATE) (4)16d NAIL(TOE PLA7E) 16d NAILS STAGGERED @ 12"O.C. � � m
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<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 � °-
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<br /> i i i i �EAM SCHEDULE ����;��� ,;1�� _ .
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<br /> � � DBL. IM I I I � BM-Ol 4x8 DF#2 OR BETTER � d .,�� �
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<br /> A �' R A � A A STEPS TO IGRAD � � � �'
<br /> BM-03 3.5"x9"GLULAM �t' `!'` ' '�
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<br /> � OLID BLO KIN � ( � I � � I j BM-06 3.5"x10.5"GLULAM � ' ���t� �
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<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 � � �`' � � �
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<br /> BEAM AT THIS LINE � � � � I � BM-08 5.5"x12°GLULAM ��. ` �� � ��� �.' ,s F � y �.$ ,`
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<br /> � � � BM-09 W8x18
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<br /> � � I I � I � I I � � �W � � �o _� � � C4Ns0 ' ,
<br /> I BM-10 W$X28 zc� E �y:s� pr ��a� o..._
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<br /> � P.T. x8 J01 TS WAL @16" .C. , � �--�- �¢ � °~ ° @
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<br /> i � � i ISTEI? � P,T.2 6lAN w� i i HANGER SCHEDULE .
<br /> P.T. x12 S IR , @16" .C.
<br /> � RING RS I I I I ! � � SYM. HANGER
<br /> � � i TE � � I � H-01 J6210A(field verify)
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<br /> 'i I � Q� Q� ` � � � � : @16"O.C. H-06 HUCQ610-SDS �
<br /> HANGER NEW JOISTS `� � � �,�. ,F'� � I existi tair� � i .: �
<br /> =� I 2x 0 HF 2 J01 TS I �S � �s ' � : I � 2x10 F#2 OIST , p�0 H-07 HUCQ410-SDS,SEE 18/S2
<br /> TO EXISTWG RIM ,,{ i @16'O.C. ( �!2C �i�C � � 16��0, • � NOTE: HANGERS NOT CALLED OUT IN ROOF
<br /> A �:i ' �O � I qO � A ( � � ��, ,S,\ � � : Op� PLAN SHALL BE PROVIDED BY TRUSS
<br /> ��2p$, ;i I )"A� � I s� s� I �2 I i i Q �"A�� I j : Q� ENGINEER •
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<br /> I j �j� .o � F � � � ;j ALL FLOOR FRAMING MEMBERS TO BE �—
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<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.)
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<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
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<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
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<br /> SCALE: 1/4�� _ ��-O�� ELECTRONIC COPY
<br /> ORIGINAL IS ON FILE •
<br /> AT ROSS ENGINEERWG �
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<br /> PRINT DATE 3/12/2018 5:13 PM
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