|
� - --
<br /> �
<br /> 0
<br /> N
<br /> �
<br /> X
<br /> X Framin Le end Framing Notes �
<br /> o -_-
<br /> w i Beam Schedule Joist Schedule � FB FLUSH BEAM _ _ _ _ _ _ _ _ PER SHEET S1.20 1. MECHANICAL EQUIPMENT ON ROOF PLAN(IF NEEDED)SHALL BE SUBMITTED 8. FRAMING MEMBERS AND SHEATHING SHALL BE PER STRUCTURAL NOTES
<br /> SHEARWALL Note: Cj o
<br /> W �� T e Descri tion T e Joist Descri tion SPA I - DROPPED BEAM �.-, PLYWOOD UNDER A SEPARATE PERMITAND MUST BE SUBMMITED TO CT ENGINEERING AS NOTED ON SHEET S1.01 &S1A2.
<br /> � YP ---------p ------ Yp P I DB a. ARE TYPICAL Z �o
<br /> J1 11 7/8"TJI 210 16" i FOR REVIEW PRIOR TO PERMIT SUBMITTAL. ROOF OVER-FRAMING AT _ a,
<br /> o 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
<br /> Z HR-1 4x8 J2 (2)11 7/8"TJI 210 16" HR �
<br /> ________-____-__ , #BUNDLED STUDS SHEARWALL SCHEDULE ON SHEET S1.20 _
<br /> O I FB-2 1 3/4"X 11 7/8"LSL J3 2 X 8 24" BELOW @ SUPPORT _ - _ _ - _ _ SHEET S1.30 2. ROOF FRAMING FOR THIS BUILDING WAS DESIGNED USING FLOOR DEAD � V
<br /> ---- -----
<br /> � FB-3 31/2"X 11 7/8°LSL I J4 1 3/4"X 11 7/8°LSL 16" ' � HOLDOWNS LOAD AND LNE LOADS INDICATED ON SHEET S1.01. 10. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSQN STRONG-TIE. � N a �
<br /> Y - -- � '�P `�P PER SCHEDULE L � �
<br /> v FB-4 51/2 X 71/2"GLB ' J5 1 3/4°X 7 1/4"LSL 16" 11. PROVIDE JOIST OR BLOCKING ATOP SHEARWALLS. �, � N o
<br /> 00 FB-5 51/2 X 11 7/8"GLB J6 2X6 16" 3. JOISTS UNDER AND PARALLEL TO BEARING AND SHEARWALLS SHALL N M �
<br /> BEARING WALL BE DOUBLED TYPICAL UNLESS NOTED OTHERWISE. BLOCKING AT BEARING 12. SEE ARCNITECTURAL DRAWINGS FOR DIMENSIONS. C .� �
<br /> Z FB-6 Parallam�PSL 2.0E- 51/4 x 11 7/8° J7 (2)2X6 16" ', � � R E:7/S 9.0 0 F O R S T R A P A N D S H E A R W A�L S S H A L L B E P E R B E A R I N G A N D S H E A R W A L L S C H E D U L E. S E E m � �
<br /> � ,� FB-7 Parallam0 PSL 2.0E- 5 1/4 x 7" � P E R S 2.1 0 B c n N �
<br /> � ,- ____ _________ <� S� FLOOR JOIST SCHEDULE. FLOOR SHEATHING SHALL BE GLUED AND NAILED. 13. BUNDLED STUDS FROM THIS LEVEL SHALL BE CONTINUED DOWN TO � �, �
<br /> o >' ' FB-8 Parallam�PSL 2.0E- 31/2 x 14" �CORRIDOR FRAMING REVISED TO SAWN WOOD �� FOUNDATION OR SUPPORTING BEAM(SEE 4/S9.00 FOR DETA►LS). W °' �'
<br /> � � FB-9 51 2 X 6"GLB ,�' 4. WALLS INDICATED ARE BELOW THE FRAMING LEVEL. SEE BEARING WALL (p � ?��,
<br /> Q � � ,�-�� SCHEDULE THIS SHEET. 14. ALL BEAMS AND HEADERS SHALL HAVE A MINIMUM OF(1)FULL HEIGHT ; � � �,�
<br /> w '���'����`' � STUD AT EACH END FOR BRACING TYPICAL UNLESS NOTED OTHERWISE. � V Y � �
<br /> � 5. PLUMBING, MECHANICAL,AND ELECTRICAL SYSTEMS SHALL BE DESIGNED � L Z o i�
<br /> � AND BUILT TO ACCOMMODATE 3/8"PER FLOOR WOOD SHRINKAGE. 15. BEAMS OR HEADERS WITHOUT SUPPORT BUNDLED STUDS SHOWN ON THE i +-� o co �
<br /> ZP L A N S S H A L L B E S U P P O R T E D A T E A C H E N D B Y M I N I M U M O F(2)2 X S T U D S � aO � �
<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. E-
<br /> 7. SEE ARCHITECTURAL FOR DRAFTSTOP AND VENTING LOCATIONS. U
<br /> 16. BALCONIES SHALL BE DESIGNED BY OTHERS AND SUBMITTED TO CT
<br /> ENGINEERING FOR REVIEW.
<br /> ��-� �-�� ' ��V �� ;�\ /-'� �� �� /-�
<br /> V � ��'� j' / A ' \ � ` / �\
<br /> �� 1 2 ) 3 � 4 � �4.9 � 5 ( 5.3 ' ' 6 ( 6. 1 � %6.4� �� 7 � !, 8 ; �
<br /> � � � o
<br /> c%;/� N
<br /> � I � � � � � `����I �
<br /> i i i i i i i i i i r,
<br /> I � �` ����\J�= o
<br /> c f, � ,
<br /> :�
<br /> I I I � `
<br /> i i i i i i i PREFABRICATED i i i � � ' w '�
<br /> � g,- ,��
<br /> ��� �
<br /> i � BOLT ON DECK �'t\ �� Y ��
<br /> �� 1 � ' ; � W/BRACES(BY OT�iERS) -- � �� � .
<br /> �
<br /> i -' � i ; i i i RE:ARCH.&SHEET S9.02 � 1 �'� i � � i � � �1� �
<br /> � ,J' _ ����
<br /> ��� g� 9 0 ,� TYPICAL � 9.0 - � �`�.
<br /> �_� i , ' � �i
<br /> i i � � i i i i �
<br /> �� ��,0� � ��� � � ��� �� �.�� ��� �-,-�
<br /> �
<br /> i FB-5 CONT. i � � �5 CONT. i i , FB-5 CONT. i FB-5 CONT � i
<br /> , ' o 0
<br /> � - � �i i N NI
<br /> � � t � � I I� � I i � � �
<br /> �i O OI
<br /> j � � � � � � I i � ' � , � � � i � I � � � �� Q �� N Nj
<br /> � � I �
<br /> i I � �' r rnl
<br /> � - - -� - -�- - -�- � - - - - - I- - - '- - --- - - -` - - - � - � � -� - -� - -�-� � � � - � - � - I - � - - � \ N� o o(
<br /> z ; , � i � � � , � - --� H r; � c�,
<br /> � r f � i i
<br /> � � I � ; � ( � � 1 � �; �
<br /> � � � 000;
<br /> � � � ; , ' , ; ; ;
<br /> � � m i i i � i i ''� i i i i ! I
<br /> J2 "- � ' j 9.� ' � �2 � � �
<br /> J1 6 � � ��� � � r � �� .
<br /> 1 9 ; � I 1 � �
<br /> i.
<br /> J' �
<br /> .0 i � _ i i 9.0 � ; J1 � i I i I � i � � i
<br /> � �1 i C � � �
<br /> I i �
<br /> �
<br /> � i
<br /> i I i � � I ( i i i W
<br /> � i i i i FB�3 2 ' B_ 2 � i 9.O I i I � I 1 � I j i � I j I' F -3 I � ' � 1 i , ' i OI I OI p,
<br /> � ' ' ! � � ' i � I � � � 4 � � � � i� �3 I ; � � HR-1 � �; E-; �� a!
<br /> i I , 4' I � i 2 i �' � I �2 � i ;� � i i i = i � 9 I I � 2 � i i r' j I� � �jFBt3 I �'�J i � � � �' � �
<br /> � i I � i � i i � � I m i � Z; U
<br /> i � I � _ '
<br /> � �� i � a��'� � � i � � � �- i � � i o. ��
<br /> 9.
<br /> � , o -
<br /> i i I � ; �
<br /> � � � , I ,
<br /> �
<br /> I
<br /> i -
<br /> i i I � � � � � � � 9.p � i � 9.0 i i i � � i i � ' � � � �' �� w
<br /> � z; ~
<br /> I � j i i � ; � ; � , � j I � ; ' ! ! 3 �In.l
<br /> I z ; i ' � � , ( � � I � i I , � ( ' J6 i i ' �� °�� o�
<br /> I ' I i ! i - � ��
<br /> � -
<br /> i � i i I � � i i i i � � i i � � O
<br /> O;
<br /> I � � i I i , � , i , � � � � ��
<br /> , � ; � � I 6 0 � � i � I � � � i� p� wi0
<br /> i � � , �
<br /> , � � � � i .
<br /> � j i � i i � � �6 6 0/ 6 � i � i i � ' HR- � U; �� �
<br /> i � � .
<br /> I � I � _ �
<br /> � I
<br /> FB-5 NT. FB- ONT.
<br /> i I li I I J6 ' ! � i � i i _ � ' I i �
<br /> , i ; , I j i -�� � I � i I FB 9 , I ( Z ! �
<br /> 1 I � i � � I = ( i ; � i � � � � � � I I i J1 i I � Qi W I u-�
<br /> , ( i ' � I � I � i I ; � I � � \
<br /> �� �� i
<br /> � �j - - - -, - �_ - - i- - - - - - - - - -) - - - � , - - ' }- - , - -- - - (7
<br /> I
<br /> i �J 1 I
<br /> i
<br /> I � � �1
<br /> � HR-1 i �, i FB-9 __ �I , � �-- i � ; � , � _ ; IM. � I F 3 � R 1 `�� I v�
<br /> � � I i � � � � � 1 I , � � � ; �� � � � w � �
<br /> , � 6�� � i ( ' � ' i � �i j i I � i i J 1 � i I� 1 I � i i � 9' M 'i I � I � i, � I�n ' a Q c., c�
<br /> i
<br /> i
<br /> V O O
<br /> Z I co i '
<br /> � � I � � i � c� � �� ! I � � �� � � Q o rn
<br /> ,I ( w
<br /> i
<br /> � i 1 � � I �� � � �� N
<br /> OO � � � � � � i ' � � �I � � �� � �' Q Q � � � U o m
<br /> �; J1 ( i I � I � � �'FBf3 R- i � `-
<br /> � i �� � �` ' � i � � ( r i � i � � � � � u.i c�n �
<br /> �; i J2 1 �
<br /> i °�° � j 9 � ' ; f - ' I f , ' � I I I � ;i I , i' �* � - g w
<br /> ; p0 C� 0 Q } � _
<br /> i
<br /> Z Q U W
<br /> � i I _ l i � � H�'� i , I � '' I i i I i l i � w U c� 1 � o � a o
<br /> I i I � � � � � ' FB-9 �
<br /> i i
<br /> I
<br /> I
<br /> � �
<br /> , HR-1 � ' I � ��- '' � ! � i � I i
<br /> I i ! 3 = � I (� � 17 � I �J6 � J7 � '7 � J6 I � I � � i i I �
<br /> j I � � � rl F -3 ' � I � �.0 � � 9.0 � J7 � � , � ;
<br /> �� � j � � ��� � i � � � -- , � � � I i � �-�'' � � � � � �� ' �
<br /> F - - , - - - , �- --� - - � I ' _�' + - -� -- - -- - - - - - � ` - - ;- fi �F - - - �-.- � - - - � F i a
<br /> � � � � � � �� � `� HR�1 ��� � �
<br /> � I �
<br /> �
<br /> � -
<br /> �'�
<br /> �
<br /> �
<br /> �
<br /> \
<br /> � _
<br /> I „ FB i
<br /> , i��
<br /> ���
<br /> � J1
<br /> � � HR-1
<br /> 2
<br /> �
<br /> I I -� I - �.,� � �
<br /> � � � -,-�-- 17� oo�� �o � i� �� /� � � HR-1 � (
<br /> M I �
<br /> I -CO I
<br /> I �
<br /> M
<br /> _ �
<br /> I , m FB
<br /> I m 3
<br /> u..
<br /> �
<br /> T 1 ' i
<br /> I � I , � T � \ /i. ' �
<br /> / ,
<br /> i I
<br /> i -� LL LL -� m �p / M . � \ / !
<br /> I I LL. i i
<br /> � 2
<br /> � i
<br /> i
<br /> I I I �'- � oo --�- -- '
<br /> , I � i �
<br /> � ---
<br /> �
<br /> i \
<br /> ��
<br /> i
<br /> � i M
<br /> aO M
<br /> 1�'I � , � ; i , ! , i ! ; I �-M FB 3 M I m� � `� i � � � m � `�' m/ \ m m � � i � i
<br /> - - � HR-1 ! � ! ! - � m i �" , � ;� FB-3 � � � � - �� � -- - - � - � - �
<br /> � �
<br /> _ _ ,
<br /> E - - - -,- - - - - - - - - - - - -_ - - - - - - - , �= - - - E
<br /> � - �- - - - � �
<br /> � ��� � -- -- - J6 � � �, B 3 ' �� i 'fi � � � � -FB-� �, + ; --� ' - I i ' �� ���
<br /> � i � � � I I i � HR-1
<br /> - , - � v , 3
<br /> � ' J6 J7 � �r � � \
<br /> i
<br /> i
<br /> � � � - J7 J6 J7 � � i ' ��,
<br /> � I M � / 1
<br /> �D.9� �� � ;- I , I � ;� ! ; �� � ' � � � m � - -- � �D.9� �� .�
<br /> � ,
<br /> _��
<br /> ; � �
<br /> �
<br /> � i
<br /> H -1 •
<br /> R'-
<br /> 1
<br /> �
<br /> � i
<br /> �
<br /> i
<br /> R 1 H -1! ,
<br /> ___--------- -- i
<br /> i � � i � � � i
<br /> � � r�
<br /> � -
<br /> �
<br /> � � �
<br /> � 2
<br /> I i - -- �
<br /> �
<br /> , �
<br /> , --- - �__
<br /> 1 I
<br /> i
<br /> � � I ' i , � �/�3� �� �9'� I
<br /> I I ' I I I i i� I �
<br /> � �
<br /> i
<br /> � � i
<br /> , � I
<br /> ' ' .- i I --�� ;
<br /> � � i - --- i ; � � �,
<br /> --- _---� �- --- � �
<br /> o � � �
<br /> � ! � �
<br /> i 2 ` � ' '.
<br /> --- � ` � j � S 1 �� � • r�
<br /> � 5 �7 '� - -- - , E `
<br /> � ' � J1
<br /> � ' - i i � � � �i
<br /> �'� - � 5-� �'� � i 5 � � 5 S1 i ALIGN J1 � �
<br /> - - 3 3 , -
<br /> � i� 9.0 � -- 9.0 � . � 9.0 � 9.0 ; TYP. � � ( �
<br /> _ J1 � � i 2 S� Q ; � ,
<br /> ,
<br /> � -- - -�'--- - � �
<br /> ; �
<br /> �
<br /> � - � � �
<br /> - Q
<br /> �
<br /> �
<br /> �--,
<br /> � �
<br /> i J1 � J1 S� � � � c�w
<br /> � � i /� � - �'�� � cza ►-�-
<br /> /� - - i
<br /> _
<br /> S1 S1 i � z �
<br /> �� J� � I S1 . � � i � FB-3 � - -+- Q o � �� �
<br /> p - - - - - - � - - r - - - - - - - - -- - - - - - -- - , - - �'- - - - - - � � )
<br /> o N � �
<br /> � � S1 2 � -� ' F& _ J4 � � +�r + �� - � � � � � CI�
<br /> � �i I J4� j � � �� �� � � � "-' � �'i � o � Q �-, � -i,-�
<br /> �
<br /> i
<br /> �� � � ,
<br /> � I = I i I �I N I � I � � I ' I C� ��J
<br /> � � FB-3 � .+,
<br /> � B.5 '� - - - ; - - � - - - - - - - -�-� - - - _ - - � - - - � RF
<br /> ; �- + N � -{__� �
<br /> _--__ _- 1 � � I � � �; � � �,A: � ' �� � V.V
<br /> � �i � � `� J4 I ' ��'��� � � - � � t o � � �_� � �
<br /> ;
<br /> � �� � - , ' < � � �+�1 � a x8 �g �6x8� �� �� � J5 r. FB-5 �CONT. � � !FB 6 i � �
<br /> , �' i i -F , ,
<br /> , , 'I � v�
<br /> z - - ---- - � -- � '� ' � � � � � x i, - o0 0o J5 j ao I � +-�
<br /> �
<br /> � 6x8� ' � � � � � � � u; I � � �,, � ,�
<br /> , �
<br /> _ -
<br /> - ; .-.
<br /> Q � _ 1 I ��`� ���,� FB-3 � � � � x8 - - - - � - - - - - - - - -- -�-{- - � B I (tj � �
<br /> ,
<br /> �
<br /> , ,
<br /> � � � i � � � � ��� � .. ... _ _ . _ / � ��-y� - .
<br /> �--
<br /> . \ � ��1 W
<br /> � � ; - - ` _ J4 -' � � , � � � � FB-7 FB-7 V� (� � �. �`'
<br /> � i , i � � i 16 � �
<br /> ° �� � i � % T � � � i x � i �59. 9.0 5 1 i / � ` i � �.1.� � 6�
<br /> � -_� �y ; m � � m � ! { I I F8_5 `6x8 � 6 ,� .0 � ,� � 0 �E E\ 9.0 �� I � O
<br /> � � - �-_� - - - - - / - - _ 16 9.0 � � - � - - - - - - - - - - -- - - - \ I 1"�� � � �
<br /> � A � i �Fa-2 - _- - - � � - - - -- - -F- - - , - - - - - -f-, � - - ,- - - � - � - - q
<br /> \ EB-5 / 6x8 6x8 9.0 ' i � � ' � � � � � �
<br /> l 6 � � � � � I
<br /> > , �>- 6x8 6�8 1 6 , i � � � i
<br /> � �� PREFABRICATED � � � � � ' �6 9•0 � ��� � PREFABRICATED CANTILEVERED � � � � � � �-' �
<br /> � � � � I
<br /> � i 1 � , � � 9.0 � � i � i i i �
<br /> � BOLT ON DECK g p � \ ; �✓ FASCIA BOLT ON DECK (BY OTHERS} i �
<br /> � ' W/BRACES(BY OTHERS) / ; BY OTHERS � � RE:ARCH.&SHEET S9.02 � � � � N �
<br /> � RE:ARCH.&SHEET S9.02 , , , RE:ARCH. , TYPICAL �, , , , , i � � L�- � �
<br /> � TYPICAL -- ' � TYPICAL ; �� ; N W ;
<br /> � � E� 1 � i i PLACE J4 JOISTS AS SHOWN i �' � 'i i i �
<br /> r �
<br /> � o , � � � PROVIDE DOUBLE JOIST W/DECK CONNECTIONS RE:6&12/S9.02. I '
<br /> `�' � SCALE: 118" = 1'-0" �\, � �\ � � �� / �� � ( � �
<br /> � �� �- � 1 � 2 ; %� � F ( 3 ; � 4 � 4.9� 5 ( 5.3 � 6 6. 1 ' � 6.4 � 7 ; � 8 ` � ;
<br /> � � �� Level 6 � �� � � ��� � �
<br /> � � � � �� � �ti , � � � �, �� ��� '� �� i '
<br /> � � �'�� ��-'���� ���' ���/ �� �����' ���" ��� �� �
<br /> � v
<br />
|