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<br /> X Framin Le end Framing Notes ;
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<br /> " Beam Schedule ' Joist Schedule '
<br /> o FB FLUSH BEAM _ _ _ _ _ _ _ _ PER SHEET S1.20 i
<br /> SHEARWALL NOt2: 1. MECHANICAL EQUIPMENT ON ROOF PLAN (IF NEEDED)SHALL BE SUBMITTED 8. FRAMING MEMBERS AND SHEATHING SHALL BE PER STRUCTURAL NOTES j �
<br /> W Type Description Type Joist Description SPA --- - DROPPED BEAM �, PLYWOOD UNDER A SEPARATE PERMIT AND MUST BE SUBMMITED TO CT ENGINEERING AS NOTED ON SHEET S1.01 &S1.02. i �
<br /> DB a ARE TYPICAL FOR REVIEW PRIOR TO PERMIT SUBMITTAL.ROOF OVER-FRAMING AT ! U o
<br /> w J1 11 7/8"TJI 210 16" -- HEADER:SEE 1(S9.00 ALL SECTION CUTS '
<br /> � - - MECHANICAL AREAS SHALL BE 2X8 HEM FIR N0.2 AT 16"ON CENTER. 9. SOME SHEARWALLS REQUIRE 3X FRAMING AT PANEL EDGES.SEE I z �
<br /> i HR-1 4x8 J2 (2)11 7/8"TJI 210 ! 16" HR #BUNDLED STUDS
<br /> cn SHEARWALL SCHEDULE ON SHEET S1.20 � �
<br /> , FB-2 1 3/4' X 11 7/8"LSL J3 2 X 8 24" SHEET S1.30 2. ROOF FRAMING FOR THIS BUILDING WAS DESIGNED USING FLOOR DEAD �
<br /> z ` � � , BELOW @ SUPPORT - - - - - - - � -
<br /> � i FB-3 131/2"X 11 7/8"LSL J4 1 3/4"X 11 7!8"LSL 16" � HOLDOWNS LOAD AND LIVE LOADS INDICATED ON SHEET S1.01. 10. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE. � °' ii
<br /> � i FB-4 ';51/2 X 71/2"GLB J5 �1 3/4°X 7114"LSL 16" "�P "�P PER SCHEDULE 11. PROVIDE JOIST OR BLOCKING ATOP SHEARWALLS. � 1 � � o0
<br /> v � FB-5 '51/2 X 11 7/8"GLB J6 12X6 16" 3. JOISTS UNDER AND PARALLEL TO BEARING AND SHEARWALLS SHALL '!; � � N o .
<br /> Q �: � BE DOUBLED TYPICAL UNLESS NOTED OTHERWISE. BLOCKING AT BEARING 12. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. ' o �
<br /> m F B-6 ;P ar a ll am 0 P SL 2.0 E- 5 1/4 x 11 7/8" J7 ;(2)2X6 ; 16" � BEARING WALL i N M o0
<br /> � RE: 7/S9.00 FOR STRAP AND SHEARWALLS SHALL BE PER BEARING AND SHEARWALL SCHEDULE.SEE I C a� N
<br /> Z FB-7 Parallam�PSL 2.0E- 5 1/4 x 7° � S1 PER S2.106 FLOOR JOIST SCHEDULE.FLOOR SHEATHWG SHALL BE GLUED AND NAILED. 13. BUNDLED STUDS FROM THIS LEVEL SHALL BE CONTINUED DOWN TO � �� N �
<br /> v> ; FB-8 Parallam�PSL 2AE- 31/2 x 14" F�� CORRIDOR FRAMING REVtSED TO SAWN WOOD � FOUNDATION OR SUPPORTING BEAM (SEE 4/S9.00 FOR DETAILS). j � � � �
<br /> o `, FB-9 5 112 X 6"GLB � 4. WALLS INDICATED ARE BELOW THE FRAMING LEVEL.SEE BEARING WALL � j W � �
<br /> w �� -J' r f�✓ SCMEDULE THIS SHEE7. 14. ALL BEAMS AND HEADERS SHALL HAVE A MINIMUM OF(1)FUL�HEIGHT I j � � >��,
<br /> �'
<br /> Q ���� �� STUD AT EACH END FOR BRACING TYPICAL UNLESS NOTED OTHERWISE. I f � o �.�
<br /> a 5. PLUMBING,MECHANICAL,AND EtECTRICAL SYSTEMS SHALL BE DESIGNED ' +� a� v �'
<br /> � AND BUILT TO ACCOMMODATE 3/8"PER FLOOR WOOD SHRINKAGE. 15. BEAMS OR HEADERS WITHOUT SUPPORT BUNDLED STUDS SHOWN ON THE � � ��
<br /> a PLANS SHALL BE SUPPORTED AT EACH END BY MINIMUM OF(2)2X STUDS � o � �
<br /> Z 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 (A °O � �
<br /> g 1/S9.00 FOR MORE DETAILS ABOUT TYP.HEADER AT WALL.
<br /> � 7. SEE ARCHITECTURAL FOR DRAFTSTOP AND VENTING LOCATIONS. �
<br /> 16. BALCONIES SHALL BE DESIGNED BY OTHERS AND SUBMITTED TO CT U
<br /> ENGINEERING FOR REVIEW.
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