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<br /> � � � ROBERT �. 1NEIBLE
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<br /> 2X FRAMING ABOVE FIN. FLOQR �
<br /> ALL EXTERipR SHEARWALLS (� 24" O.G ALL EXTERIQR SHEARWALLS
<br /> SHALL BE P6TN U.N.O. SHALL BE P6TN U.N.O. • .
<br /> 3 �5 " SECOND FLQOR SHEARWALLS 3�15 — �''' ���' s
<br /> SECOND FLOOR FRAMING P'LAN � �,, . .
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<br /> P6 sHEA _ TRUS� SPACENG: 24" O.C. - TYPICAL L E G E N D � � s d . .'
<br /> R WALL TYPE SEE 14/5�.1 FOR NA1LlNG FB FLUSH BEAM SF STRUCTURA� FASCIA (2x4) U.N.O. HANGERS INDICATED ARE SIMPSON STRONG-�11E SEE SHEETS S9.0, & 59.1 FOR TYPICAL, WOOD � � � �
<br /> HDR HEADER FRAMING DETAILS. � � ._
<br /> Q6 SHEAR WALL WITH FORC� TRANSF�R FB FLUSH BEAM FLOOR SHEATHING SHALL BE AS lN�ICATED ON '� �
<br /> AROUI�D 1MNDOWS. SEE 8/S1.2 FOR GLB GLU-LAMJNATED BEAM ROOF TRUSSES SHEET S1.0. FLOOR FRAM(NG - 11�/s TJI 210 C� i6" OC � ■N +�+ O �
<br /> pETAILS. HDR NEADER UNLESS NOTED OTHERIMSE. SEE FRAMING PLAN � i Z � ` "
<br /> GT GIRDER TRUSS SEE DETAlL 10/S9.0 FOR. TYPICA� HEADER AT WALL FOR �XACT L.AYOUT & SPACING. G� � � �
<br /> ��--- HD HOLDOWN TYPE - SEE 10/S9.2 F�R SCHEDULE SF STRUCT(.1RAL FASCIA (2x4� U.N.O. STICK FRAM(NG GT GIRDER TRUSS QETAIL TRIM STUD REQUIREMENTS GREATER THAN � � > � �
<br /> PER 10/S9.0 ARE SHOWN ON PLAN. PLUMBING, MECHANICA� AND ELECTRICAL � W �
<br /> SEE DETAtL 90/S9.0 FOR TYPtCAL HEADER AT WALL QETAIL. TRIM : QVERFRAA�ING GLB GLU-LAMINATED BEAM SYSTEMS SHALL BE DESlGNED AND BUILT TO � � �,,
<br /> SHEAR WALL- WDICATES EXTENT OF SNEAR WALL STUD REQUIREMENTS GREATER TNAN PER i0/S9.0 ARE SHOWN ON PLAN. : SEE NOTE TO LEFT PROV1DE M1N (2) STUDS AT �EAM AND GiRD�R ACCUMMODATE 1/4" PER FLOOR WOOD � � � �
<br /> � ����� � �X POST SIZE & NUMBER OF BUNDLED S1UDS TRUSS BEAR(NGS, U.N.O. SHRINKAGE. �� a �
<br /> WHERE SHEAR WALLS REQUIRE PLYWOOD, IT SHALL BF APPLIED TO SlDE OF ROOF SHEATHING SHALL BE AS INDICATED ON. S1.0. i�>��i ATTIC AGCESS PANEL V�
<br /> STUD WALL SHOWN AND SHALL CONI7NUE ABOVE AND BENEATH OPENINGS. '�--" .�
<br /> SEE ROOF PLANS FOR VENTtNG AND DOWNSPOUTS. POST SIZE AND NUMBER OF � �
<br /> SOME PL,YWOOD SNEAR WALLS MAY REQUlRE 3 x 4 S1UDS. SEE SHEAR SEE SNEETS S9.0 AND 59.1 FOR TYPlCAL WOOD fRAMING QETALS. � O BUNDLED STUDS. �
<br /> WALL TABLE SHEET S1.1. �, � .
<br /> �
<br /> St1EAR WALLS CALLED OUT DN THE PLANS SNALL EXTEND TO THE SEE DETA(L 7/S9.1 FOR OVERFRAMING, PROVIDE BLOCKED EDGE � ,
<br /> PERIMETER FQUNQATION WALL. . 2'x4' HOLE IN SHEATHING FOR ATTlC VENTILATION. o ��° �
<br /> M . .
<br /> PRQVIDE M(N (2) STUDS AT BEAM AND GlRDER TRUSS B�ARINGS, 0 1ob No.: 14-38 '
<br /> U.N.O.
<br /> U
<br /> - � Sheet No.:
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