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WEIBLE <br /> m� STATE OF WASHINGTON <br /> � . <br /> F— <br /> P <br /> \, ♦ <br /> �- 3 � . <br /> � �� S9.0 � . <br /> � 4 e: � > <br /> � � 2 x8 D � ---� ' <br /> _ S1ND14RJ � <br /> � - �, <br /> (2) 8 H R � -� - � <br /> � <br /> ' 'L <br /> � Q <br /> y � ( � <br /> ' .4 = ' ( N 'H . <br /> � I I <br /> X � � �� z <br /> N <br /> /�\ I � �j <br /> _ N `� ,,",, <br /> a� <br /> � � <br /> 2x LEDGER r _ i - �� _ `` � <br /> a <br /> � <br /> _ i i � <br /> 2x ROOF j � � <br /> FRAMING ` i � � , P6 � <br /> AT 24 � � - o Z � � . <br /> O.C. � � L ---� o <br /> I T <br /> � �'j ' o <br /> Z � -� �' - <br /> S9.0 � � a o, �' <br /> o 'a � <br /> L.__ `•�� o <br /> v <br /> f z Q • <br /> � <br /> S9.Q <br /> QI � <br /> � e' <br /> x 1 <br /> N .a <br /> N 9 , <br /> � c° <br /> � �—� S9.0 � � <br /> a � <br /> � _:::, GL 3YS 12 DR 0 � � <br /> � � # � <br /> :. <br /> � . <br /> `� <br /> ' <br /> ' � ---------------- � <br /> S9.0 x.> i� ,,',11```` ' ',',�—, <br /> � �`�, — " <br /> _� { ,�^� - , y � <br /> cY ,� ��—�`', ` r- <br /> Q i ��QPEN STAIR �� = a � <br /> _ � ,� Q �` ✓ � � o � . <br /> oq � `( Z , �� � A •' � <br /> � � ��iE � <br /> N 1 . i� <br /> �1 � � 7 � `�� % ■� � <br /> H �. �. ( � � � � ���� <br /> ' � O � � •r ` ``` � � <br /> ( � w � `� <br /> X ' � � � i� �� � <br /> � r � .. ' <br /> ' N i � v -- - - -- - � � m a <br /> o � � -- � � � _ � .� 3 ? <br /> #'� _ ' i F- � � � a ' �� <br /> ' F I � � <br /> � I � I I � <br /> fi ;.. �� � •-- I I � $..� � � <br /> � `V I 2)28H RCN L iR� +I — —I " —� . <br /> I — — 1 ;� � <br /> \._...�/ `�'�/ � � � � J� o •� ' <br /> (�) s H � c Nr. r __ � _, . <br /> STHDI4RJ <br /> — — � di �— <br /> p � � (2)2x8 HDR,. N t� <br /> HDU11 _ -o � -� .� -- � - � � � <br /> MST37 MST37 I r . <br /> _ � P2 HDU11 S D14 FIXTUR�S ABOVE <br /> I ! �2 <br /> P6 � 2x LEDGER :� . <br /> - � 4x8 H R C�N . t <br /> - . I — —� -- -- �-- —� -- I <br /> � f � <br /> L— --- ._,� --- --- —_.— - —�—_... _.r, ,-- -- —J <br /> 2645�A UPPER FLOOR SHEAR WALLS 2��5—/� UPPER FLOOR FRAMING PLAN �� � <br /> & LOWER FLOOR SHEAR WALLS >, <br /> 7 w � w � � <br /> i/4 � 1 -0 � � � � . ' 1�4e_ ��_On . . . . � � , <br /> ALL EXTERIOR STUD WALL HElGH7' 9'-1" /�LL EX7ERtOR � O C � � <br /> SHEAR WALLS SHALL ABOVE FIN. �LOOR SNEAR WALLS SHALL � � � 0 <br /> BE PG1N U.N.Q. - BE PGTN U.N.O. � G� � � <br /> :� . <br /> �� � � <br /> � N <br /> SMEARWALL � � °' <br /> NOTES ROOF FRAMING NQTES FL4t� R FRAMING NOTES � 3 � . <br /> � <br /> � <br /> TRUSS SPACING: 24" O.C. - TYPICAL L E G E N D p� 'y � o � <br /> P6 SHEAR WALL TYPE -- SEE 14/S1.1 FOR NAI�ING FB ��.USH BEAM SF STRUCTtJRAI. FASCIA {2x4) U.N.O. HANGERS INDICATED ARE SIMPSON STRONG-TfE SEE SHEETS 59.0, & S9.1 FOR TYPICAL. WOOD i� � L Z � <br /> HDR HEAQER FRAMiNG DETAILS. � � ; � , <br /> P6 SHEAR WALL WITH FOREE TRANSFER FB FLUSN B�AM FL�OR SHEATHING SMALL 8E AS INDfGATED ON <br /> . AROUND WtNDOWS. SEE $/S1.2 FOR GLB GLU-LAMINATED BEAM R00� TRUSSES SHEET S1.0. FLOOR FRAMING - 11� TJt 210 C� 16" OC � � W � <br /> DETAfLS. NDR HEAQER UNLESS NOTE� OTHERIMS�. SEE FRAMING PLAN � _ � <br /> GT GIRDER TRUSS SEE DE'TAI1. 10/S9.0 FOR TYPICAL HEAD�R AT WAL� FOR EXACT LAYOUT & SPACING. � 0 <br /> HD HOLDOWN TYPE - SEE 10/51.2 FOR SCNEpULE SF STRUCTURAL FASCfA 2x4 U.N.O. STICK FRAMING GT GIRQER TRUSS DETAIL. TRIM STUD REQUIREM�NTS GREATER THAN a <br /> �— � ) PER 1 f}/S9.0 ARE SHOWN ON PLAN. PLUMBlNG, MECHANICAL AND ELECTRICAL :� � <br /> SEE DETAIL 10fS9.0 FOR TYP(CAL NEADER AT WALL DETAlL TR[M � • OVERFRAMING GLB GLU-LAMI�JATED BEAM SYSTEMS SHALL BE DESIGNED ANQ BUILT TO . <br /> SHEAR WALL- IND(CATES EXTENT OF SHEAR WALL STUD REQUIREM�NTS GREATER THAN PER 10/S9.0 ARE SHOWfV ON PLAN. = •' SE� NOTE TO LE�T PR4VIDE MfN (2) .STUDS AT BEAM AND GIRDER ACCOMMODATE 9/4" PER FLOOR WOOD � <br /> � X� POST SIZE 8c NtJMBER �F BUNDLED STUDS 7RUSS BEARtNGS, U.N.O. SHRINKAGE. � <br /> � . <br /> WHERE SHEAR WALLS REQUlRE PLYWOOD, IT SHALL BE APPLIED TO SiDE OF ROOF SHEATHlNG SHALL BE AS INDICATED ON S1.0. j`��'j ATTIC ACCESS PANEL � <br /> � STUD WALt SHOWN AND SHALL CONTINU� ABOYE AND BENEATFt OPENINGS '�--" N � <br /> SEE ROOF PLANS FOR VENTING AND DOWNSPOUTS. POST SIZE AND NUMB�R OF �n <br /> �r <br /> SOME PLYWOQD SHEAR WALLS MAY REQUIRE 3 x 4 STUDS. SEE SHEAR SEE SHEETS S9.0 AND 59.1. FOR TYPICAL WQOD FRAMING DETALS. � Q BUNDLED STIJDS. � " <br /> WALL TABLE SHEET S1.i. N • <br /> o Job Na: 14-38 <br /> SHEAR WALLS CALLED OUT ON THE PLANS SNALL EXTEND TO THE SEE DETAIL 7/S9.1 FOR OVERFRAMING. PROVIDE BLOCKED EDGE � <br /> PERIMETER FOUNDATION WALL. 2'x4' HOI�E IN SH�ATHING FQR ATT(C VENTILATION. � Shee#No.: � <br /> 0 <br /> N <br /> �0 <br /> PROVIDE M!N (2) STUDS AT BEAM AND GIRDER TRUSS BEARlNGS, � � .; <br /> U.N.O. <br /> : . _ . <br />