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� - -- <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 />