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rn - - - -- <br /> 0 <br /> N <br /> X I i <br /> X <br /> X <br /> � Framin Le end Framin Notes <br /> w � ! ; <br /> Beam Schedule Joist Schedule FB FLUSH BEAM PER SHEET S1.20 � <br /> w� SHEARWALL NOte: 1. MECHANICAL EQUIPMENT ON ROOF PLAN(IF NEEDED)SHALL BE SUBMITTED 8. FRAMING MEMBERS AND SHEATHING SHALL BE PER STRUCTURAL NOTES � (j o <br /> - - - - - - - <br /> � , Type ' Description Type Joist Description � SPA DROPPED BEAM �.,, PLYWOOD UNDER A SEPRRATE PERMIT AND MUST BE SUBMMITED TO CT ENGINEERING AS NOTED ON SHEET S1.01 &S1.02. Z ao <br /> Z � � J1 11 7/8"TJI 210 ; 16" �B °- ARE TYPICAL FOR REVIEW PRIOR TO PERMIT SUBMITTAL. ROOF OVER-FRAMING AT - Q <br /> - HEADER:SEE 1/S9.00 ALL SECTION CUTS MECHANICAL AREAS SHAL�BE 2X8 HEM FIR N0.2 AT 16"ON CENTER. 9. SOME SHEARWALLS REQUIRE 3X FRAMING AT PANEL EDGES.SEE � � � <br /> � ' HR-1 4x8 J2 <br /> (2)11 718"TJI 210 16" HR #BUNDLED STUDS <br /> � FB-2 1 3/4"X 11 7/8°LSL J3 2 X 8 24" ; SHEARWALL SCHEDULE ON SHEET S1.20 j �� <br /> x --j-- -� BELOW @ SUPPORT - - - _ _ _ _ SHEET S1.30 2. ROOF FRAMING FOR THIS BUILDING WAS DESIGNED USING FLOOR DEAD 1 � � <br /> c.� ; FB-3 ;3 1/2"X 11 7l8"LSL J4 ,1 3l4"X 11 7f8"LSL � 16" ' � HOLDOWNS t� � °O <br /> LOAD AND LIVE LOADS INDICATED ON SHEET S1.01. 10. HANGERS INDICATED ARE AS MANUFACTURED BY SIMPSON STRONG-TIE. ! L � � <br /> m FB-4 51/2 X 7 1/2"GLB ; J5 �1 3/4"X 7 1/4"LSL 16" "�P "�P PER SCHEDULE � N o <br /> ' 11. PROVIDE JOIST OR BLOCKING ATOP SHEARWALLS. � o � <br /> Z FB-5 51/2 X 11 7/8"GLB � J6 2X6 16" 3. JOISTS UNDER AND PARALLEL TO BEARING AND SHEARWALLS SHALL ; �, <br /> u� FB-6 Parallam0 PSL 2.0E- 51/4 x 11 7/8° J7 (2)2X6 16" , BEARING WALL BE DOUBLED TYPICAL UNLESS NOTED OTHERWISE. BLOCKING AT BEARING 12. SEE ARCHITECTURAL DRAWINGS FOR DIMENStONS. I C�"' N o <br /> = i FB-7 'Parallam0 PSL 2.0E- 51/4 x 7" � S1 RE:7/S9.00 FOR STRAP PER S2.106 AND SHEARWALLS SHALL BE PER BEARING AND SHEARWALL SCHEDULE.SEE <br /> � FLOOR JOIST SCHEDULE.FLOOR SHEATHING SHALL BE GLUED AND NAILED. 13. BUNDLED STUDS FROM THIS LEVEL SHALL BE CONTINUED DOWN TO � W � o, <br /> w ' FB-8 Parallam�PSL 2.0E- 3 1/2 x 14" � �� <br /> � -_ '�F �CORRIDOR FRAMING REVISED TO SAWN WOOD � FOUNDATION OR SUPPORTWG BEAM SEE 4/S9.00 FOR DETAILS . in j�L <br /> Q FB-9 5 1/2 X 6"GLB � � � <br /> a. � 4. WALLS INDICATED ARE BELOW THE FRAMING LEVEL.SEE BEARING WALL � _ �, � <br /> a � ,�� ,�1�,�,�����"������'�-J"U��� SCHEDULE THIS SHEET. 14. ALL BEAMS AND HEADERS SHALL HAVE A MINIMUM OF(1}FULL HEIGHT , .� � �'� <br /> � STUD AT EACH END FOR BRACING TYPICAL UNLESS NOTED OTHERWISE. ; V � � °� - <br /> � <br /> 5. PLUMBING, MECHANICAL,AND ELECTRICAL SYSTEMS SHALL BE DESIGNED ! L 'z °" <br /> Q AND BUILT TO ACCOMMODATE 3!8"PER FLOOR WOOD SHRINKAGE. 15. BEAMS OR HEADERS WITHOUT SUPPORT BUNDLED STUDS SHOWN ON THE � � N � <br /> a <br /> PLANS SHALL BE SUPPORTED AT EACH END BY MINIMUM OF(2)2X STUDS <br /> ��� ��� � �-� � � �� �� � �� � 6. SEE DETAIL 1/S9.00 FOR TYPICAL HEADERIBUNDLED STUD CONSTRUCTION. AT LEVEL 7,6, 5,AND(3)2X STUDS AT LEVEL 4&3.REFER TO DETAIL � <br /> 1 � � � 1/ . <br /> S9 00 FOR MORE DETAILS ABOUT TYP. HEADER AT WALL. <br /> � � � I ( � % 4 �i 4.9 j' ' S � �5.3 1 � 6 �6. � � I 6.4 J 7 ' \ 8 � 7. SEE ARCHITECTURAL FOR DRAFTSTOP AND VENTING LOCATIONS. U <br /> � � � �' � 16. BALCONIES SHALL BE DESIGNED BY OTHERS AND SUBMITTED TO CT <br /> � � N IN <br /> � E G EERING FOR REVIEW. <br /> � � � <br /> � � � ' i � i i i <br /> � � <br /> � � , ; � � ! , o <br /> � i i i � i � i i � :, �,�`��'�. N <br /> , <br /> ' � � � � i i � i PREFABRICATED i /� i o ��: ��l�,�� o � � <br /> j � � BOLT ON DECK ' /� � m �� � <br /> ; 1 � � � � ! W/BRACES(BY OTIiERS) �l -�.�� ' �,- I� <br /> g p �2� 1 � � � � � � � � RE:ARCH. &SHEE�"S9.02 g� � i 1 � i ��� �/ <br /> �� � 9A � 9.0 ' ( TYPICAL � � 2\ � 9.0 � ��ll�� , ,��� - <br /> ,� I , �- �o , ; <br /> � i i i i i i % , ,� „` ��, <br /> ! � 6-�.� 6��, �.�� 6�0 <br /> � � <br /> FB-5 CONT. i � � �-5 CONT. � i i ! i i �'�� �0�� 6��' 6�� � <br /> '�, �, __ , , FB-5 CONT. �� ' FB-5 CONT � � i -- � <br /> � � ; �� � � � � � � � , , <br /> '. � , <br /> � � ; , � � <br /> � � i ' i , i 1 ' i �, i j I � i � � � � � � � '� � i � � � ��\ I-�-' o o' <br /> � I i <br /> � I � i i � <br /> � , � � � , <br /> , ' <br /> .- - - ' <br /> , ; i <br /> i i < < r � I <br /> H - � - � - - - � -� - - - - - �- - - - - - - � -�� - � - - � - - - - - � QI �� N N� <br /> �.,��`�� � i � -�- , , � i � � �-- - � � � c co; �, rn <br /> , � ' � , � � � � , � �� �� � <br /> , � <br /> i . <br /> � r- <br /> i ' i I ; i i . � � <br /> i I� M <br /> I � i �� <br /> � � � � � � <br /> ! � N I � <br /> � � I I I I I I � 6 �� � � � I i � <br /> � O O O � <br /> j� �� I J1 �' J2 � " � ' � . � i i � j 9 �� ; J2 � i <br /> a� �. � <br /> �.p�l � �� � _ � � � ' ii g� � ' I J1 , � i � , <br /> � � j ! 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' � � � J6 � � i i <br /> i � I 5 � - � f .0 � . , J7 7 � � � <br /> _ � � <br /> J6 � <br /> F i <br /> 3' <br /> _ I � � <br /> - � I � i <br /> i <br /> � � ; � i�! � E � i , � , , ,p J7 I � i � <br /> � � ' ;i� i i � � �� � <br /> ., <br /> I i � <br /> � <br /> � � <br /> ( �� I � � � i i <br /> � � � � <br /> � <br /> - - - - - - - - - _ _ ��' � � f I i I � i i� I <br /> - - - - � <br /> _ � <br /> � <br /> � - _ <br /> F - - ,e - - <br /> ; � - - - - - <br /> � I ,3 , � ; ' ; H 1 _� f�1' - �- - � F I <br /> i , <br /> � i - <br /> J1 ,i FB <br /> `� <br /> � � � <br /> i <br /> � , � , � <br /> � � , <br /> , , <br /> _ <br /> , _ <br /> j ' � � � i17 �o� �o� � ` � � ' l� �,,� _ �� �� / � - HR-1 / � <br /> r �I <br /> '� i / -- HR-1 <br /> � <br /> �, � � � � m m FB-3 <br /> i : � � � m' m M - M � I ; � I � -� i I �- � .i __ I .. _ .��__ __ I <br /> , � � � - � i -7 � l.L / LL m � � � J . I � � � � � i � <br /> ; � <br /> ��� � I I�� - �I '� -- I � m 1� . . <br /> � r LL � � <br /> \ <br /> , <br /> , , <br /> � �� � I ; I � � ; ��, �____ M �FB 3 M I -�-- i � I ��� 1� '"' �`/c� Qo ' ao r� - <br /> I <br /> . <br /> I I <br /> � r � � <br /> � � - - - - _ � � � I ; � � ch oo i� i� � C° u � co � <br /> � � - - - HR-1 - - - - - - - - - � � �� j°w°� �`� ,� / % FB-3 - � � / - - - - - � �°° °° _ � <br /> , - - - _ _ --�--- - - � - <br /> - - - - - �--�- -� - - - � <br /> - ,- <br /> �- � -�- � E � <br /> i J6 g 3 �- - ; � II i� , - ' FB-3 - - - , „ - - i - - - - i - � <br /> '"� % � � � !� � J8 � J7 J6 � � , ' E� � 5 ' - �/ <br /> �� ��� . J 7 , I �7 � ' � �- /-� � , <br /> ' `i' <br /> � <br /> I M <br /> I <br /> �.9 ;� - � , ; ; � , ; , �� ; , � , ; , � � � �; ,D.9 � <br /> � � - - � <br /> � <br /> ��� , � �H -� � � ' '� ' `` ' <br /> � ; , �\ <br /> , ; ; <br /> � <br /> R 1 H -1 -- ---� i <br /> -- ,-� _ <br /> �, ,� I � i � -�- � � <br /> �_ � � <br /> � i I 2 <br /> 2 _ - -----i---- -- - , � ' __ � <br /> -- � <br /> i � � _ � 9.0 <br /> i <br /> � ; <br /> '59.01 ' <br /> �- -- �i i ,� - � -. - ' - --, - � �''''� (� <br /> �� i � � �� - � ' , � � J1 -��� -� �.IKJ <br /> � <br /> o �_ --- � u i , I <br /> ; � i, � , _ � � � i i �- i <br /> i <br /> � � <br /> � S1 <br /> ' � - � � - i � <br /> I �-` � i - J 1 I '�'� <br /> -�_ _ I _ -� i _ � _ � i ;i iE <br /> - -- - ' 3 -��- g ����- i�I 5 \ � � 5 � S1 ALIGN J1 � <br /> 9.0 ' 9.0 TYP. � N J <br /> � - ;�9.0�/ ' � 9.Oti ' . � i � -� � <br /> , , i I <br /> i r � � ��� i �� i � � <br /> -� i � J1� i J1 - ' S1 � . '� ' � � � Q � � <br /> i , <br /> - - � - -- ��� i , � 'i c� z � i <br /> i <br /> � <br /> - � <br /> , � <br /> S <br /> 1 <br /> cn <br /> S1 - <br /> � _ <br /> � � z <br /> D - '��� � - -- - - - - _ - - - - - - - � - - - - _ _ - o � �, � <br /> J1 �S1 � �� <br /> ti a <br /> _ � � �B-3' � � i o F- � � <br /> ' S, -a- - - � � - - ' D <br /> „ -, <br /> -� '' - ���� II� ����_- - - -- -- � i � FB-� � �� �� � i � � �� � <br /> i' � <br /> kr <br /> I d' J i <br /> � i r i <br /> �� - I� 'i -� U � � <br /> ' 4 -� v o <br /> � W <br /> J � <br /> �.��`- - - - - - � - - - - �� FB-3 , �� � � � �N � �� ,� � � -��� - 6�� � � m va', � � C/� <br /> � - - - - - - - - � � ' i ; �' �, � _ -o � �v- - �B � -a-� <br /> c�.� ��-�� � _ � J4 ; � � ( i ��� i �� > � °_ �' � <br /> i � � <br /> � <br /> � , <br /> r <br /> i � <br /> � o <br /> � <br /> I i <br /> � o <br /> � <br /> , <br /> , , _ <br /> , � � , <br /> � <br /> , <br /> � � <br /> � - --- �--- � - - <br /> � , � � <br /> -� - g � �B 5 � <br /> � ��� - - - - - - I� ' ��,; �' � � � � '"' C , � -- - �� �� <br /> � � � <br /> � B - - � =�0�� - � - --- -r°�i' _ _-- i FB-3 �<v � � � � � � � i i i � i i, - _ i m � � m FB-2 ui � � � . <br /> � , � - �� � --� _� i �' �r r � - - - �- - - - -i -� -�- �- - - � i � � <br /> - . <br /> i i � I ; i - � <br /> ; ; ; � , <br /> � � <br /> � T , _ <br /> � <br /> � J4N , , '� � �� ,� g �6� i / � � C� � <br /> @ ' , � � 6 , � N <br /> � � � �FB 5 CONT. / � �, i -_ ' ' % �� 9.Q 9A � � � i i �, 00 <br /> � - �,, ; oo i oo ' i � g-5� '� / 9.0 116 � �� � I i 1 \ � � Cll O� <br /> � <br /> � A - - - i�= - -� - - - � - -� - - � �� � � � ��- - - - - - �- -�-- - - - 16 - � � -��.0 � � 1 9A � � � O <br /> , <br /> _ _ , ,� <br /> ; � . <br /> FB-2 - � <br /> � � � � FB-5 16 9.0 � -�--�- _ -�- _ i_ -+- _ _ -� A � �� � � � <br /> �� � <br /> � � � i � � � � <br /> � ' C 'j� 9A ' 6 �` I r �PREFABRICATED I I � <br /> � � PREFABRICATED � � g� �� l i g� i � FASCIA 9•0 i i� PREFABRICATED CANTILEVERED i i i i �OLT ON DECKS ] i i � � <br /> � BOLT ON DECKS ; � � � ; BY OTHERS BOLT ON DECK (BY OTHERS) � IBRACES(BY OTHERS) � /� � �' � � <br /> WIBRACES(BY OTHERS) / iE � � � RE:ARCH. RE:ARCH.&SHEET S9.02 !�E:ARCH.&SHEET S9.02 � i j,_.,, � � <br /> � � RE:ARCH.&SHEET S9.02 � /� � ' � i TYPICAL ' '� TYPICAL i i i �TYpICAL - � i � � � <br /> C� Q� <br /> � <br /> N <br /> � TYPICAL ' U � � � PLACE J4 JOISTS AS SHOWN� I � � � � , � �' � � � � <br /> � ' � ' _ � � � � � � NW . <br /> � � � PROVIDE DOUBLE JOISTS W/DECK CONNECTIONS RE:6&12/S9.02. � � <br /> � � -- � / � � , I I <br /> U � <br /> �- � � � � � , �� , � � � � �� <br /> � � SCALE: 1/8" = 1'-0° � � 2 /E 3 1 4 , �4.9 � � �� � � <br /> � .� - ' �) � ) �, 5 , 5.3 � 6 � 6. 1 , 6.4 7 � 8 ) ; <br /> � F ��/ �� �, <br /> N � 1 Level 5 ,�,,��,������� �� � i <br /> � � -- . <br /> M CJ - ___ - . __ '_ <br /> ---- - -- <br />