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<br /> DIAPMRAGM � Y � 5052 REGISTERED �
<br /> MST37 MST37 I I I � ARCHITECT
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<br /> R��� If\UJS1�S l� .G4n Q.li.
<br /> ALL EXTERIOR STUD WALL HEiGHT 9'-1" ALL EXTERIOR '
<br /> SHEAR WALLS SHALL ABOVE FfN. FLOOR SHEAR WALI�S SHALL :
<br /> BE PGTN U.N.O. BE PGTN U.N.O. '�'� '
<br /> � UPPER FLOOR FRAMING PLAN 0 =
<br /> Z�D��-F UPPER FLOOR �HE�R WALLS 2����� & LOWER FL�OR SHEAR WP�LLS � � �.
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<br /> SHEARWALL NaTES R40F FRAI�I � NG I� QTES FL4C� R FRAMING NC� TES � � � �
<br /> t� � _ .
<br /> � �
<br /> TRUSS SPACING: 24" �.C. — TYPICAL L E G E N D �
<br /> P6 S H E A R W A L L T Y f'E — SE E 1 4 S 1.1 F O R NA(L1NG FB FLUSH BEAM S� STRUGTURAL FASCIA �2x�-) U.N.O. HANGERS INDIGATEQ ARE SIMPSON STRONG—T!E SEE SHEETS S9.Q & S9.1 FOR TYPICAL WOOD � 'y � Z •
<br /> � FRAMING DETAILS. L
<br /> HDR HEADER �B FLUSH SEAM f LOOR SHEATHING SHALL BE AS INDlCATED ON � � � _
<br /> P6 SHEAR WALL WITH �ORCE TRANSFER ROOF TRUSSES SHEEfi S1.0. FLOOR FRAMING — 11�/a TJI 210 � 16" QC � (� 4
<br /> AROUND WINDOWS. SEE 8/S1.2 FOR GLB GLU—LAMlNATED BEAM HDR HEADER U�iLESS NOTED OTHERWISE. SEE FRAMlNG PLAN � � �
<br /> DETAILS. - SEE DETAIL 10/S9.0 FOR TYPICAL HEADER AT WALL FOR EXACT LAYOUT �c SPACING. �
<br /> GT GIRDER TRUSS STtCK FRAMING GT GfRDER TRUSS DET�AIL. TRIM STUD REQUIREMENTS GREATER THAN � � a
<br /> ND HOLDOWN TYPE — SEE 10/S1.2 FOR SCHEDULE SF S�FRUCTURAL �ASCIA (2x4) U.N.O. PER 1Q/S9.0 ARE SHOWN ON PLAN. PLUMBING, MECHANICAL AND ELECTRICAL ^
<br /> e�— SYSTEMS SHALL 8E DES1GNED AND BUfLT TO
<br /> �EE DETAtL �0/59.0 Ft?R TYPiCAL HEADER AT WI�LL DETAIL. 7RIM .: OVERFRAM1NG GLB GLU—LAMINATEQ BEAM PROVIDE MIN (2) STUDS AT BEAM AND GtRDER ACCOMM4QATE 1f4" PER FLOQR WOOQ "�
<br /> SHEAR WALL— (NDICATES EXTENT OF SNEAR WALI. STUD REQUIREMENTS GREATER THAN PER 10 S9.0 ARE SHOWN ON PLAN. ' ' • SEE NOTE T0 LEFT X POS�t SfZE & NUMBER OF BUNDL�D STUDS SHRINKAGE. o
<br /> / � O TRUSS BEARINGS, U.N.Q.
<br /> . m
<br /> ROOF SHEATH(NG SHALL 8E AS IND(CATED ON S7.0. j`�<'i ATTlC ACCESS PANEL � '
<br /> WHERE SHEAR WALLS REQEJIRE PLYWOOD, IT SHALL BE APPLIED i'0 SlDE OF ,�__�, o
<br /> STUD WALL SHOWN AND SHALL GON7INUE ABOVE AND BENEATH OPENlNGS. SEE R04F PLANS FOR VENTING AND DaWNSPflUTS. ;
<br /> POST SIZE AND NUMBER OF o
<br /> SOME PLYWOOD SHEAR WALLS MAY REQUlRE 3 x 4 STUDS. SEE SHEAR SEE SNEETS S9.0 AND S9.1 FOR TYPICAL WOOD FRAMING DETALS. � O BUNDLEQ STUDS. �
<br /> N
<br /> WALL TABLE SHEET 51.1. o Job No.: '14-38
<br /> SEE DETAIL 7/59.1 FOR OVERFRAM(NG. PROViDE BLOCKED EDGE �
<br /> SHEAR WALLS CALLED OUT ON 1NE PLANS SHALL EXTEND TO THE 2'x4' HOLE IN SH�ATNIN� FOR A7TIC VENT1LA710N. � Sheet No.:
<br /> PERIMETER FOUNDATION WALL. o �
<br /> ' PROVIDE M1N (2) STUDS AT BEAM AND GIRDER TRUSS BEARlNGS, �
<br /> tJ.N.O. .
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