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<br /> Beam Schedule Joist Schedule FB FLUSH BEAM PER SHEET S1.20 �
<br /> w� SHEARWALL NOte: 1. MECHANICAL EQUIPMENT ON ROOF PLAN(IF NEEDED)SHALL BE SUBMITTED 8. FRAMING MEMBERS AND SHEATHING SHALL BE PER STRUCTURAL NOTES � (j o
<br /> - - - - - - -
<br /> � , Type ' Description Type Joist Description � SPA DROPPED BEAM �.,, PLYWOOD UNDER A SEPRRATE PERMIT AND MUST BE SUBMMITED TO CT ENGINEERING AS NOTED ON SHEET S1.01 &S1.02. Z ao
<br /> Z � � J1 11 7/8"TJI 210 ; 16" �B °- ARE TYPICAL FOR REVIEW PRIOR TO PERMIT SUBMITTAL. ROOF OVER-FRAMING AT - Q
<br /> - HEADER:SEE 1/S9.00 ALL SECTION CUTS MECHANICAL AREAS SHAL�BE 2X8 HEM FIR N0.2 AT 16"ON CENTER. 9. SOME SHEARWALLS REQUIRE 3X FRAMING AT PANEL EDGES.SEE � � �
<br /> � ' HR-1 4x8 J2
<br /> (2)11 718"TJI 210 16" HR #BUNDLED STUDS
<br /> � FB-2 1 3/4"X 11 7/8°LSL J3 2 X 8 24" ; SHEARWALL SCHEDULE ON SHEET S1.20 j ��
<br /> x --j-- -� BELOW @ SUPPORT - - - _ _ _ _ SHEET S1.30 2. ROOF FRAMING FOR THIS BUILDING WAS DESIGNED USING FLOOR DEAD 1 � �
<br /> c.� ; FB-3 ;3 1/2"X 11 7l8"LSL J4 ,1 3l4"X 11 7f8"LSL � 16" ' � HOLDOWNS t� � °O
<br /> LOAD AND LIVE LOADS INDICATED ON SHEET S1.01. 10. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE. ! L � �
<br /> m FB-4 51/2 X 7 1/2"GLB ; J5 �1 3/4"X 7 1/4"LSL 16" "�P "�P PER SCHEDULE � N o
<br /> ' 11. PROVIDE JOIST OR BLOCKING ATOP SHEARWALLS. � o �
<br /> Z FB-5 51/2 X 11 7/8"GLB � J6 2X6 16" 3. JOISTS UNDER AND PARALLEL TO BEARING AND SHEARWALLS SHALL ; �,
<br /> u� FB-6 Parallam0 PSL 2.0E- 51/4 x 11 7/8° J7 (2)2X6 16" , BEARING WALL BE DOUBLED TYPICAL UNLESS NOTED OTHERWISE. BLOCKING AT BEARING 12. SEE ARCHITECTURAL DRAWINGS FOR DIMENStONS. I C�"' N o
<br /> = i FB-7 'Parallam0 PSL 2.0E- 51/4 x 7" � S1 RE:7/S9.00 FOR STRAP PER S2.106 AND SHEARWALLS SHALL BE PER BEARING AND SHEARWALL SCHEDULE.SEE
<br /> � FLOOR JOIST SCHEDULE.FLOOR SHEATHING SHALL BE GLUED AND NAILED. 13. BUNDLED STUDS FROM THIS LEVEL SHALL BE CONTINUED DOWN TO � W � o,
<br /> w ' FB-8 Parallam�PSL 2.0E- 3 1/2 x 14" � ��
<br /> � -_ '�F �CORRIDOR FRAMING REVISED TO SAWN WOOD � FOUNDATION OR SUPPORTWG BEAM SEE 4/S9.00 FOR DETAILS . in j�L
<br /> Q FB-9 5 1/2 X 6"GLB � � �
<br /> a. � 4. WALLS INDICATED ARE BELOW THE FRAMING LEVEL.SEE BEARING WALL � _ �, �
<br /> a � ,�� ,�1�,�,�����"������'�-J"U��� SCHEDULE THIS SHEET. 14. ALL BEAMS AND HEADERS SHALL HAVE A MINIMUM OF(1}FULL HEIGHT , .� � �'�
<br /> � STUD AT EACH END FOR BRACING TYPICAL UNLESS NOTED OTHERWISE. ; V � � °� -
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<br /> 5. PLUMBING, MECHANICAL,AND ELECTRICAL SYSTEMS SHALL BE DESIGNED ! L 'z °"
<br /> Q AND BUILT TO ACCOMMODATE 3!8"PER FLOOR WOOD SHRINKAGE. 15. BEAMS OR HEADERS WITHOUT SUPPORT BUNDLED STUDS SHOWN ON THE � � N �
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<br /> PLANS SHALL BE SUPPORTED AT EACH END BY MINIMUM OF(2)2X STUDS
<br /> ��� ��� � �-� � � �� �� � �� � 6. SEE DETAIL 1/S9.00 FOR TYPICAL HEADERIBUNDLED STUD CONSTRUCTION. AT LEVEL 7,6, 5,AND(3)2X STUDS AT LEVEL 4&3.REFER TO DETAIL �
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<br /> S9 00 FOR MORE DETAILS ABOUT TYP. HEADER AT WALL.
<br /> � � � I ( � % 4 �i 4.9 j' ' S � �5.3 1 � 6 �6. � � I 6.4 J 7 ' \ 8 � 7. SEE ARCHITECTURAL FOR DRAFTSTOP AND VENTING LOCATIONS. U
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