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<br /> - � t p jp Joist Description ; SPA FB - - - - - 1. MECHANICAL EQUIPMENT ON ROOF PLAN(IF NEEDED)SHALL BE SUBMITTED 8. FRAMING MEMBERS AND SHEATHWG SHALL BE PER STRUCTURAL NOTES j �j o
<br /> w I - --- ------ ___ _ SHEARWALL Note: �
<br /> T e Descri tion T e '�
<br /> � 11 7/8"TJI 210 16' I� DROPPED BEAM �,, PLYWOOD UNDER A SEPARATE PERMIT AND MUST BE SUBMMITED TO CT ENGINEERING AS NOTED ON SHEET S1.01 &S1.02. I Z �
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<br /> o -- HEADER: SEE 1/S9.00 ALL SECTION CUTS MECHANICAL AREAS SHALL BE 2X8 HEM FIR N0.2 AT 16"ON CENTER. 9. SOME SHEARWALLS REQUfRE 3X FRAMING AT PANEL EDGES.SEE �
<br /> z FB-2 1 3/4"X 11 7/8°LSL J3 2 X 8 ' 24" ' --- -
<br /> � ____ __ _ __ __ ; HR #BUNDLED STUDS SHEARWALL SCHEDULE ON SHEET S1.20 a?,1
<br /> p FB-3 31/2"X 11 7/8"LSL J4 1 3/4"X 11 7/8"LSL 16 ; BELOW @ SUPPORT _ - _ _ _ _ _ SHEET S1.30 2. ROOF FRAMING FOR THIS BUILDING WAS DESIGNED USING FLOOR DEAD � N � �
<br /> Y FB-4 5 1/2 X 7 1/2"GLB J5 1 3/4"X 7 1/4"LSL 16" "'�I, �3 HOLDOWNS LOAD AND LIVE LOADS INDICATED ON SHEET S1.01. 10. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE. � � �
<br /> Q FB-5 51/2 X 11 7/8"GLB J6 2X6 16" �� "�P "�P PER SCHEDULE 11. PROVIDE JOIST OR BLOCKING ATOP SHEARWALLS. � �" o
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<br /> BE DOUBLED TYPICAL UNLESS NOTED OTHERWISE.BLOCKING AT BEARING 12. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. �s o
<br /> z FB-7 Parallam0 PSL 2.0E- 51/4 x 7" � BEARING WALL �� �, �
<br /> v� ---- i, �^� RE:7/S9.00 FOR STRAP AND SHEARWALLS SHALL BE PER BEARING AND SHEARWALL SCHEDULE.SEE C o
<br /> � � FB-8 Parallam�PSL 2.0E=31/2 x 14" �F\CORRIDOR FRAMING REVISED TO SAWN WOOD S� PER S2.10B FLOOR JOIST SCHEDULE.FLOOR SHEATHING SHALL BE GLUED AND NAILED. 13. BUNDLED STUDS FROM THIS LEVEL SHALL BE CONTINUED DOWN TO W � a,
<br /> o ti. ; FB-� j 51/?�X 6"GLB ; ` � FOUNDATION OR SUPPORTING BEAM(SEE 4/S9.00 FOR DETA►LS). � ca j�� "
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<br /> a 5. PLUMBING,MECHANICAL,AND ELECTRICAL SYSTEMS SHALL BE DESIGNED L Z N "'
<br /> N AND BUILT TO ACCOMMODATE 3/8"PER FLOOR WOOD SHRINKAGE. 15. BEAMS OR HEADERS WITHOUT SUPPORT BUNDLED STUDS SHOWN ON THE � � 0 3
<br /> QP L A N S S H A L L B E S UP P ORTED AT EA CH END BY MINIM UM OF(2)2X STUDS � � `V 3
<br /> a 6. SEE DETAIL 1/S9.00 FOR TYPICAL HEADER/BUNDLED STUD CONSTRUCTION. AT LEVEL 7,6, 5,AND(3)2X STUDS AT LEVEL 4&3. REFER TO DETAIL �
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<br /> 7. SEE ARCHITECTURAL FOR DRAFTSTOP AND VENTING LOCATIONS. C,,,�
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