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- 1L- _ __�_. -1-_'I'L_I1_ <br /> U <br /> � <br /> � <br /> � � <br /> � � <br /> � � � <br /> l_1J o � <br /> z � �- <br /> � � <br /> �J � N <br /> z � � <br /> � � x <br /> W � <br /> � � � <br /> MAIN FLOOR FRAMING NOTES: O <br /> 1. ALL HEADERS TO BE (2) 2 x 6 HF # 2 U.N.O. � � <br /> 2. PROVIDE (1) 2 x _ TRIMMER C� ALL HEADERS U.N.O. � � <br /> 3. PROVIDE (2) 2 x _ POST � ALL BEAMS U.N.O. (2) 2 x 6 HF # (2) 2 x 6 HF # 2 � � �.O <br /> 4. PROVIDE ITS HANGERS � ALL FLUSH FRAMED FLOOR JOISTS U.N.O. � <br /> 5. EXTERIOR WALLS SHALL BE 2 x 6 HF # 2 C�? 16" O.C. U.N.O. 3 t/s x 9 GLB (24F—V4) (H1) � _ � <br /> 5. INTERIOR WALLS SHALL BE 2 x 4 HF # 2 � 16" O.C. U.N.O. � � C� <br /> 6. PREFABRICATED WOOD JOIST SHALL BE AS MANUFACTURED Z � CS� <br /> BY TRUSS JOIST MACMILLAN CORPORATION OR APPROVED <br /> EQUAL, JOISTS SHALL BE FURNISHED AND INSTALLED IN O N � <br /> CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS � N <br /> 7. FLOOR SHEATHING: 3/4" CDX T&G MINIMUM APA RATED PLYWOOD (32 / 16) <br /> NAILED AND GLUED. NAILING SHALL BE 10d COMMON AT 6" O.C. AT PANEL EDGES � N � <br /> o v <br /> AND 12" O.C. AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE s t/2" JI 23 � is o.c. _ � _ <br /> ON THE PLANS. PLYWOOD SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO <br /> SUPPORTS. GLUE SHEATHING TO ALL FRAMING MEMBERS & BLOCKING WITH a X 4 P.T. W/ AC4 & ABU44 I..L� �. <br /> ADHESIVE CONFORMING TO A.P.A. SPECIFICATION AFG-01 ,� <br /> 8. SOLID BLOCKING iS REQUIRED AT BEARING WALLS, POINT LOADS, AND SUPPORT � <br /> BEAMS � <br /> 9. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. � — � <br /> 10. ALL CONNECTORS & FASTENERS FOR PRESSURE TREATED WOOD TO BE STAINLESS ` �� � <br /> STEEL OR HOT—DIPPED ZINC COATED GALVANIZED STEEL THE FOLLOWING r ~ii i� <br /> APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: ALL WOOD FRAMING � a� � LUS26-2 HNGR. <br /> DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THEMINIMUM �i� �i a X 4 P.T. W/ AC4 & ABU44 <br /> STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING UNLESS � S5 i� ii <br /> OTHERWISE NOTED SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL N ii i� <br /> BUILDING CODE. J m <br /> HU9 HNGR. (2) 2 x 6 P.T. (B4) <br /> HDR � <br /> JL JL JL L p_ <br /> �r �r �r � <br /> 3 1/2 x 9 1 2 LS (65) cD <br /> {B6) L " <br /> 1 3/4x91/ S � <br /> � <br /> m °� II <br /> J <br /> � � �� 4 x 4 P.T. W/ AC4 & ABU44 <br /> J <br /> \ N II <br /> � 2x6P.T. � 16" O.C. <br /> a, °' II w/ LUS26 HNGRS, TYP. (� DECK � <br /> x � <br /> x � <br /> � M I� O <br /> 3/4 x 9 1/ (B8 �"'� <br /> — � <br /> �� <br /> HU9 H GR. HUC9 HNGR. ( \ <br /> �� <br /> � <br /> 3 1/8 x 9 GLB (24F—V4) (H1) � <br /> (2) 2x6HF # 2 (2) 2x F # 2 ' ^ <br /> VJ <br /> ..�. <br /> ...i... <br /> � <br /> � <br /> � <br /> � <br /> � <br /> � � <br /> � <br /> MP�IN FL00� <br /> Ffi�P�MING <br /> 2�2�,8 <br /> 4`���w�;'a'�Ell <br /> �::.�o Ni�'�....,c�' <br /> �,:P� ��;...� <br /> ���: DATE: 2 / 2 / 18 <br /> �.����.. �' <br /> D1�AWN P>Y: MW <br /> . aos I o :. ��;' WC OB #: 18-006 <br /> �'�FGISTER��S�•' J <br /> AL� <br /> DRAWING SHEET NO. <br /> S2 OF S5 <br />