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<br /> w Beam Schedule Joist Schedule FLUSH BEAM !
<br /> PER SHEET S1.20
<br /> w ' Type Description Type Joist Description SPA FB SHEARWALL NOt2: 1. MECHANICAL EQUIPMENT ON ROOF PLAN pF NEEDED)SHALL BE SUBMITTED 8. FRAMING MEMBERS AND SHEATHING SHALL BE PER STRUCTURAL NOTES
<br /> DROPPED BEAM UNDER A SEPARATE PERMIT AND MUST BE SUBMMITED TO CT ENGINEERING AS NOTED ON SHEET S1.01 &S1.02. U o
<br /> w � J1 11 718"TJ1210 16" -�g - � PLYWOOD
<br /> � I HR-1 4x8 J2 2 11 7/8"TJI 210 16" -- °- ARE TYPICAL FOR REVIEW PRIOR TO PERMIT SUBMITTAL. ROOF OVER-FRAMING AT
<br /> I � � -�R - HEADER:SEE 1/S9.00 ALL SECTION CUTS MECHANICAL AREAS SHALL BE 2X8 HEM FIR N0.2 AT 16"ON CENTER. 9. SOME SHEARWALLS REQUIRE 3X FRAMING AT PANEL EDGES.SEE � z �
<br /> o FB-2 1 3/4"X 11 7/8"LSL J3 2 X 8 24" #BUNDLED STUQS Q
<br /> SHEARWALL SCHEDULE ON SHEET S1.20
<br /> � ; FB-3 3 1/2"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 �
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<br /> I FB-4 51/2 X 71/2"GLB J5 1 3/4"X 71/4"LSL 16" 3 HOLDOWNS LOAD AND LIVE LOADS INDICATED ON SHEET S1.01. 10. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE.
<br /> � `�P `�P PER SCHEDULE
<br /> Y FB-5 'S1/2 X 11 7/8"GLB J6 2X6 16" 11. PROVIDE JOIST OR BLOCKING ATOP SHEARWALLS. � � L � r°
<br /> m I FB-6 Parallam�PSL 2.0E- 51/4 x 11 7/8" J7 (2)2X6 16" 3. JOISTS UNDER AND PARALLEL TO BEARING AND SHEARWALLS SHALL o
<br /> � BEARING WALL BE DOUBLED TYPICAL UNLESS NOTED OTHERWISE.BLOCKING AT BEARING 12. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS. N � o
<br /> Z I FB-7 Parallam0 PSL 2.0E- 51/4 x 7" RE:7/S9.00 FOR STRAP PER S2.106 AND SHEARWALLS SHALL BE PER BEARING AND SHEARWALL SCHEDULE.SEE "'
<br /> � �, F B-8 Para l lam�P S L 2.0 E- 3 1/2 x 14° � C O R R I D O R F R A M I N G R E V I S E D T O S A W N W O OD S� FLOOR JOIST SCHEDULE. FLOOR SHEATHING SHALL BE GLUED AND NAILED. 13. BUNDLED STUDS FROM THIS LEVEL SHALL BE CONTINUED DOWN TO �cn N o
<br /> � FB-9 51/2 X 6"GLB
<br /> o ; F O U N D A T I O N O R S U P P O R T I N G B E A M(S E E 4/S 9.0 0 F O R D E T A I L S). ; W �, �
<br /> LL► ; � ^ � �����'� 4. WALLS INDICATED ARE BELOW THE FRAMING LEVEL.SEE BEARING WALL �' �
<br /> � � �� SCHEDULE THIS SHEET. 14. ALL BEAMS AND HEADERS SHALL HAVE A MINIMUM OF(1)FULL HEIGHT N `n � a�
<br /> a STUD AT EACH END FOR BRACING TYPICAL UNLESS NOTED OTHERWISE. � N � �
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<br /> a S3.00 5. PLUMBING,MECHANICAL,AND ELECTRICAL SYSTEMS SHALL BE DESIGNED V Y v �
<br /> � A N D B U I L T T O A C C O M M O D A T E 3/8 P E R F L O O R W O O D S H R I N K A G E. 1 5. B E A M S O R H E A D E R S W I T H O U T S U P P O R T B U N DL ED STUDS SHOWN ON THE i L Z N�
<br /> Q 3 PLANS SHALL BE SUPPORTED AT EACH END BY MINIMUM OF(2)2X STUDS +� � 0 3
<br /> a 6. SEE DETAIL 1/S9.00 FQR TYPICAL HEADER/BUNDLED STUD CONSTRUCTION. AT LEVEL 7,6, 5,AND(3)2X STUDS AT LEVEL 4&3. REFER TO DETAIL � � � N �
<br /> 1/S9.00 FOR MORE DETAILS ABOUT TYP. HEADER AT WALL. �
<br /> ��� � � ��\7. SEE ARCHITECTURAL FOR DRAFTSTOP AND VENTING LOCATIONS. �--
<br /> � � / � � 4 � 4.9 J ' S.3 6 6. 1 6.4 7 r 8 1 16. BALCONIES SHALL BE DESIGNED BY OTHERS AND SUBMITTED TO CT
<br /> xS3.04 l ENGINEERING FOR REVIEW. U
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