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�.- <br /> -- - - --- ------ - - _ - <br /> � � <br /> o � <br /> N � <br /> X <br /> i. <br /> o i - - � � Framin Le end Framing Notes � � .� <br /> ; Beam Schedule � Joist Schedule ; <br /> w ' f___ -_-_-_-- -__.____-.T FLUSH BEAM _ _ _ PER SHEET S1.20 ' <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 � <br /> c.� yp___� <br /> � --- ----�- -bB a ARE TYPICAL I <br /> cn HR-1 ''4x8 J2 (2) 11 7!8"TJI 210 ! 16" FOR REVIEW PRIOR TO PERMIT SUBMITTAL. ROOF OVER-FRAMING AT � Q <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 <br /> m R ' 3. JOISTS UNDER AND PARALLEL TO BEARING AND SHEARWALLS SHALL I � o °�n° <br /> FB-6 Parallam0 PSL 2.0E- 5 1/4 x 11 7/8° '' J7 '(2)2X6 16' C � N <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�� " <br /> � �'� ��f � �� �/�" ��/� 4. WALLS INDICATED ARE BELOW THE FRAMING LEVEL.SEE BEARING WALL L o c.� � <br /> a �--� SCHEDULE THIS SHEET. 14. ALL BEAMS AND HEADERS SHALL HAVE A MINIMUM OF(1)FULL HEIGHT j � � ��� <br /> W STUD AT EACH END FOR BRACING TYPICAL UNLESS NOTED OTHERWISE. j V � �.n� <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 � <br /> 1/S9.00 FOR MORE DETAILS ABOUT TYP.HEADER AT WALL. <br /> 7. SEE ARCHITECTURAL FOR DRAFTSTOP AND VENTING LOCATIONS. C,,,� <br /> 16. BALCONIES SHALL BE DESIGNED BY OTHERS AND SUBMITTED TO CT <br /> ENGINEERING FOR REVIEW. <br /> ��\ �� ;'-� ��,, j--� �� �� �� ��� i��V ! �'' j��`�, <br /> ; 1 ; 2 � 3 � � 4 �' ��4.9 i ��; 5 � ;,5.3 ; �� 6 �6. 1 ) (,6.4 �� �, 7 � ' 8 � N � <br /> � � _ ���� N ` <br /> � � � � � � � � :� , . � _ <br /> ! ; -�-. �' ����\�, o <br /> � � � � � � � � �� � l�\ <br /> i � i i PREFABRICATED � i I `� r � � <br /> ' � ' � ; BOLT ON DECK � E � � i -�-',� ' . �,`* <i� <br /> �,r <br /> f�\1�f <br /> I i i W/BRACES(BY OT�ERS) �1� � /j'� ( �'� �� <br /> I i i RE:ARCH.&SHEE S9.02 � � � <br /> i � 1 �-2� 1 , i i TYPICAL i _ � �2 � � 9.0 i � �, <br /> 9.0 9.0 9.0 � � ---� `S9.0 i �� 1„� ,� �, � <br /> ! � �i ; � � � i <br /> i ; i ii i ! i i <br /> ' 0 j' 6'�% 6�.�, 6'��' ; i I i 6��i 6'�� j 6'�% 6�% I <br /> FB-5 CONT. �� � i � CONT. � � FB-5 CONT. � � FB-5 CONT / I <br /> � i � i i i � � <br /> � � � � � I , w c�.� � <br /> -� � �; , I i ; � ; { � � ' , A ' � i 1 l �� � ! � I- rn o o , <br /> I 2 2 1 ; i � I � ! i 2 � � 2 ! ' 2 � 2 I, � I i � � � ' ���, <br /> -+----� - - ' ' - - j- ' 1 i � i -� ' - � -t--�- - - - - - - i I - --f-- �t,-1- i - I - � ' - -�`r- -{ - i- - -� ��-- - � N o 0 <br /> H ---- = i � �� � i i �; � �'� I� � � i � � I � � ►� .- M � <br /> _- j I � ' I i j 'I ' ; � � \ i o o; o <br /> ! <br /> � i � N � � I , 6�� � I � <br /> � ( i ; 6 � J2 � m i i i 9. ,� � J2 ' � � <br /> �1� �, ' 1 I � 9. � � � /i�` ,� � i ; ' j , � <br /> � � ' i � , i i ' ' J1 j ' � i � I <br /> 9.Ov' � ; � � � � � I �I i 9.0 � ( I I � i i <br /> i ; I i i � � � ; <br /> � i � <br /> i � <br /> � i � i <br /> � <br /> i <br /> i � <br /> ; , � I I � i <br /> � � � p w <br /> i ! i i 4' � i 4 � ; � � 9.0 i i i j i i 'r 4 i i Z ; c�; <br /> ; � I �FB 3 � � B- ( i I ( � � F -3� ( � 4 , p� � o z� <br /> � ' � I I I i � ' i i � � i 4 , � � � HR-1 N; ��, � ai <br /> � � I � i � �i ' <br /> � 4 � � � 4 � ' � � � 1 $ , i 5�' u.i� }� �, <br /> , 1 � I f I � � i , i i i i M i FB 3 w� <br /> i wi <br /> � � <br /> i � 9. i � <br /> � � ! � F- <br /> Ili 4 � � { � � � i , = I � z � � I m , i , I � �i - �� <br /> � I �', i � , '; i � � � � � i Z U i <br /> � <br /> ; i i � i � H <br /> i /�� . <br /> 9. i <br /> � I ( � ' I� ' i i 1 I � � � ! ( � I i � � � <br /> � i i 9. ; <br /> � 9.0 � i i , I � i i ( � i �' � I <br /> � � i � I � <br /> � � f i i ; I � I �i I I I I Z � W <br /> i n- <br /> _ � � ' � � ' � � J6 � i � i � � mp � <br /> i i � � � <br /> I' <br /> I � <br /> i � <br /> � I i � <br /> � <br /> � , <br /> � ! � i i O <br /> � � � � � 6'�� 6'�% ; � 6'�� 0'��� � � �� z z i � � � ( O w� � � <br /> � I i I .�/ <br /> i � <br /> �� J6 � I j � � I FB-5 NT. � ;� FB-�CONT. z ' HR- I �i � � �a � I <br /> i I I � FB 9 � J1 � �i � o �� <br /> --\ ' , j ' !, I ' � � � I i � I � ��' i � I � � � � I ; Z Q wI � <br /> ` � � - - <br /> G - -- - , - - -1--i- ;-� - - - - - -� - - - - - - - - -r -�-- - <br /> � � i r J1 � i � � <br /> i <br /> I � I \ <br /> - � <br /> � <br /> I <br /> ! HR-1 i � FB-9 � � <br /> � <br /> _ � � ' ���,� /� � � � � � � � � � ' � �IM. c� �Fg�3 � � i R � � j �� I W °° o' � <br /> � �.�Q�, f � i I �,� �, � J1 I � � � � ,/ cY' � � � � 1 � I � ,�I �� i Q o 0 <br /> � � � i I � N N <br /> I m � � <br /> I Cp i O , <br /> Z N <br /> , � <br /> � i <br /> , <br /> i i � <br /> I ao� c <br /> � � <br /> � ,, 7 ,, I -7 � � � I ' '',i � �I � , I I i ?j II L _� Q O O) <br /> � <br /> I v � J1 � � i ! � ' , I '��� ( ' � I I I FB«3 ' �R- � I I i °`�! �'i, Qi a�i � `r' o v o m <br /> i � � � J2 { � � ! � ' � 'i � I � � j � <br /> 7 , , � w cn � <br /> m � I 9• � � � � � � � ' '' � H -1 ! � I � I I � � � � i m C� o Q � _ <br /> � <br /> , � � <br /> I � ! -- � ' i I p z Q U w o o o w E- <br /> � <br /> � 6�� ' i i I � � � � � FB-9 �� i � � � � w U t� Y v� o c.� a. o <br /> � � � I � � i � ' f � � I � �� � � � � � - <br /> 1 � <br /> i S <br /> i <br /> i� i i i � � . ; j <br /> � 17� ' � � --. <br /> ; � � <br /> 3 � � � ; � � � i I i , �� ��� � i � ' i i � I <br /> i � � jz i ` ; 17 i ' ' iJ6 i r J7 � � ;7 �� i J6 i � i i ' � i � <br /> - ' � ; F -3 � 6 I ' �� ' � I I 9.0 � i � � �5 .0 '� �� � � i <br /> � � , � � � - � , � <br /> I I , I ��. i <br /> , � <br /> I I <br /> � <br /> i <br /> � � i � c <br /> � � I � i I�- I � I ' � � �- - - - - - - - --- ! <br /> -- - --i- - - -+ - - - - -�- - - - - - - - - - - �r- � � <br /> - . �� <br /> - � <br /> F H =1 I <br /> f <br /> � <br /> 3 <br /> � � ; -- _ � FB-3 � HR-1 ��� I <br /> , J1 <br /> �, , <br /> � <br /> i � i <br /> � � � <br /> M \ <br /> \ <br /> i � <br /> � ; i � � � �17'�,_� � , ao ��o ; ' p � /� � � � � =,-1- HR-1 HR-1 _�_ I I <br /> � CD � � M M� � � �D"3 � I <br /> . � � � � i LL � LL m � / '7 � � � LL I -. <br /> i � � � <br /> \ m i c+� \ <br /> �, I � \ �y � , I <br /> � � m A � � j 1 <br /> � - � � � �� � � - <br /> � � � I M iFB�3 � M� � �� � �M � � � M . <br /> i � <br /> � �M�I mi � j � � ` I m �' m %� m m 1 I <br /> � � HR-1 I � � f � - � m� `� � � � FB-3 '� - � � � <br /> E - - -- _ _ _ - -- _ - _ _ _ - _ _ - - _ - - - � - - _ - _ _ - _ `- _ - - _ - - ' - - - - - - � _ - - _ - ( <br /> /- ; B 3 ; i - i I-!` ; i F&3 � � i � � � i <br /> � <br /> ���� � � a J6 � � 1 � i ' J6� � � ' ' �7 � J6 '� J7 ; ,J �- ' _ _}� i � �� i <br /> , , II � <br /> �� -- I J 7 � , � � � � ��� ; - � M V ` i <br /> - i <br /> , � � <br /> , , <br /> � � � � , `-{D.9 <br /> . , , � - - - � <br /> D.9��- , � , , � � � �� i � � � � � � , � � �� � � , <br /> _ � <br /> _ i �HF�-1 R��� I � �, � • <br /> R 1 H -1' , ___ -- <br /> , � i _-. � <br /> i j /� i -- i i � - ' i� <br /> , , <br /> � ` ` 3 <br /> � � � � � � i, i <br /> ------ � �� <br /> f � , � <br /> - - -- - - i i : � i 9.0 ;' 9.0 <br /> ' �J i i i �J <br /> �' ; � i ' i i <br /> I , � <br /> i =� J <br /> 1 <br /> o , I II � � <br /> S l - <br /> � <br /> i � <br /> LI <br /> i <br /> , � <br /> -� S 1 � � . <br /> i i , i � �. . <br /> � r� <br /> � � <br /> i ; <br /> - - / <br /> - - � 1 ! � � <br /> �- i i <br /> � �� � - - � 5 " 5 � S1 , � ALIGN J1 � j ' i � � <br /> 3 3 ; 9.0 9.0 TYP. ' i � � <br /> 9.0 ' ` 9.0 ' � . S1 � <br /> a <br /> i � i J 1 i � _� 3 � i � ¢ i � <br /> i � <br /> � � - J1 J1 S1 - i � � w � <br /> � �� � ` � i <br /> - i vi <br /> -- - , z <br /> - ----- -� J1 <br /> -o- � �u, � <br /> � - <br /> i i = rT I <br /> _ ; S 1 � S 1 � �,� � °- o � � F� <br /> � - � <br /> � ��� ' ---- - � _ J1 - - -� - - - - - - - - - �� � - - - � � FB-3 � _ � � - - - o � F- <br /> � S1 � i �� J4 � � -� �- w '�-' �u -� � <br /> �� ` , FB- � � i �� � � � � �_� � � - <br /> ���� ' - V J4� j j � i -' � i � � � � g �i i o� Q � <br /> � - I � <br /> �- I f I Cq J / <br /> � N ;�.� � � <br /> I i - 00 � i <br /> il i <br /> � <br /> � <br /> = FB-3 � <br /> � i � � N � ...� N i C�y . �� � � � � . <br /> � � - � <br /> �� B.5���� -, � , � � - - � - - --- - - - - o � _� B.5 � � � <br /> i - - - - - - - - - - - - - - - - � <br /> � � 3 -- � i � � � �r <br /> - - -- ; I 4 ; � ��� -� ; !, !, � � � � � � �'� � <br /> � � � ' ` � � � ( � I � � o � � <br /> � � � i � I ; � � o <br /> I I � � i � � I �-� � <br /> � /- i � i� i� ' -�i I � � i I�i � I N i x8 ,6x B i6x8 � i m C -5 I m a � I � <br /> ? � .�6� .�67- , FB-3 �� � 'a' � ' =�i � � ' �� FB-2 ! .-, <br /> , ' �x8 8x8� - " , `� � � � �--� � <br /> � �- - - , - - ,- - - � - o <br /> � B - V ; � ,� - � � - r , - - - � _� _ i - i � ; � � � <br /> , � � <br /> � -- � �� ! `, 1 J4� � i ��-6 6 \ / e '\ i 6 �l �� � � � i � 00 <br /> � <br /> �� i � -5 CONT. - � �� � � I i' I � _ � .5 � � `6x8 X � i '� � 9.0 i.0�' 9A `�g.p�' i ; � i 1 i � � <br /> � ;� m m � ! � FB � \ 9.0 <br /> ✓ u. � i � � I � I TYP. � O <br /> i <br /> �I � � <br /> � � � t � � I � _ � � I I I � � <br /> q -- - - -_- -_ ---- <br /> 16 _�_ r�� � <br /> _ _ _ - - - - <br /> FB-2 � \ FB 5 ; _ - - - - - - - ---- + - - - - - - - - - , <br /> �� <br /> � - - - -- __ -- -- 6x8 6x� �6�� �6� 9.0 ��i i � i� � i � � Q� +� <br /> � _ _ � 6x8 6p�8 �"� 16� 9.20I i � ' � i � � � <br /> � 59.0 �S <br /> w' � PREFABRICATED � '�� �i �g� � 9�0� � " ' i� PREFABRICATED CANTILEVERED � � \ PREFABRICATED � I � �+ � ,� � � <br /> � ' BOLT ON DECK 9•� �' � � `- FASCIA ;, BOLT ON DECK (BY OTHERS) ; � ��)BOLT ON DECK � � � � �,, � � � ,� <br /> �'� W/BRACES(BY OTHERS} � E� BY OTHERS i ; RE:ARCH.&SHEET S9.02 �/W/BRACES(BY OTHERS) �� � � N � <br /> � R E:A R C H.&S H E E T S 9.0 2 ! R E:A R C H. ' i T Y P I C A L ' � �. R E:A R C H.&S H E E T S 9.0 2 i I � � <br /> o � TYPICAL �� � i TYPICAL �' � � � �TYPICAL - � � � ' � � N W <br /> � � li ; PLACE J4 JOISTS AS SHOWN i �� , � j i �� <br /> � i � : , , i i i <br /> � � � � i� PROVIDE DOUBLE JOIST W/DECK CONNECTIONS RE:6&12/S9.02 ! � � <br /> � � �` � � � � ��� � <br /> � � _ - �� � � �� � � � �� , � <br /> � .� s�A�E: ,�$„ ,. o,. � , � � , 3 � � 4 � 4.9��� 5 !� ��� 5.3� 6 6. 1 � i,6.4 ' 7 i �, 8 ; <br /> � Level4 �--� � � <br /> c° F � � �� �_/ <br /> o � ��/ <br /> o � 1 ' -- �����-�`����-��-��� -�����`�� � ' ' <br /> � � - i <br /> M U �.. _- -__ _----_-- - _-__---____________ -- - <br /> I <br />