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R40F I�iAMING 1�TE5: <br /> I. 1hLL DtMENS►ON5 P�ND ��.�VAT{ONS ON TH� STRUGTURA�. P�.�NS AR� <br /> �oR G�N�RaL IN�oRM,4TION aNLY AND SHALL B� Y�RI�IE� BY rH� <br /> GONTRt�GTOR WITH THE f�RGHIT�GTURfi��. DRAWINGS B��ORE <br /> GONSTRUGTION B�GINS. ANY D15GREP�NGIES SH�LL BE BROUGHT TO � <br /> O� � 2 I 3 4 5 THE ATT�NTION OF TH� RRGHITEGT P�ND ENGINE�R IMM�DIATEI.Y. � p� <br /> ao-a � <br /> 2. FOR STRUGTURAL GENERAL NOTES, �EE SHEETS SI.O TO 51.2. z p� ; <br /> 4'-8° 2a'-4° 32'-O° 2Q'-4" 5'-4" 5�� SH�ETS 54.0 TO 54.2 �OR TYPIGAL WODD DETAILS. � � � <br /> � 3. TYPIGAL R00� �RRMING GON515T5 0� 15/32" f�PA RRT�D SH�ATHING � <br /> I I A � 5 5�4.2 �'i I 0� y�. I I E- F' � � . <br /> �ST � � ��"6� Q � (INDEX 32/I6�, LA�ID F�GE GRA�IN P�RP�NDIGULAR OYER PR�- L � � z z <br /> e��h' fi �a 54.3 FABRIGP�TED ROOF TRUS5�5 � 24" O.G. OR 16" TJI, U.O.N. HANG J015T5 � � � 0 � <br /> G _ _ _ _ _ _ B6 � _ _ _ _ _ G WITH LSSU �AG� MOUNT HANGERS, TYPIGA� AT ��USH BEA�MS <br /> � (5�E THE STRUGIURA�L G�NERA�L NOTES �OR TRU55 D�SIGN GRITERIA . <br /> f'P�D � ) <br /> I I SHEA�THING PER a/54.3 � 8/54.3 � SHEATHING PER I I <br /> � �/54.2 � •9 r r� <br /> NOTES 3 � 4 NOTES 3 � 4 <br /> � 6 -� a�54'2 � J4 �4 `r'm. v 6'-0" � 4. TYPIGA�. ROOF JOIST SHRLL BE I6" TJI 210 c� 24" O.G., U.O.N. HANG aj W v z � <br /> � II/54.1 � ��Sp � 5 3 QO�� II/54.1 � � JDISTS WITH LSSU �AGE MOUNT HRNGERS TYPIGAL A�T FLUSH BE�MS, U.O.N. ct5 p � � � <br /> ��0 5/54. I / 4 p� 10/54.3 0 cr - cn cy <br /> F - - -r - �� � �� ��' �- _ F 5. N�I� ROOF SHEATHING TO �RAMING WITH Sd NaILS (0.131"� x 2.5° <br /> = 10,.3 J3 DROPPED o ^ � DROPPED � "'- ROPP�D LONG} fi�T 6" O.G. f�T ALL PP�NEL5 �DG�S AND Sd NAILS AT (2" O.G. AT <br /> o (E� R00� LINE / � � I V5`4. 5/54.3 � � � � J3 o INT�RM�DIfi�T� �R/�MiNG M�MB�RS (UNBLOGKED), 5�� D�T�tIL 6/54.0. <br /> '�• � <br /> � BELOW m cr�j p�` � 8/54.3 c� o p 12/5 .I o �qg�s 1�i <br /> - ,,�� Q� ,�v �� � �s� `� - 6. PRO�(ID� SOLID BLOGKING B�TW�EN ERGH ROO� .1015T OR TRU55 RT ,,' �'� ,,�, <br /> .� �. � 12�154.1 I I m � � t �/54.3 � � SUPPORTS. PROVI DE �4N HI GL I P OR H2.5 GL I P RT �YERY MEMBER TO <br /> E �- _=_ - - - - �- - - - - - - - E TOP PLAT�. <br /> __� �__- - - - - - - - <br /> �( (�� DROPPED - _� c=_ - - <br /> ! ,b p� � ,a �� ��.��`����� <br /> � 7/S 3 o P �� 12/54.3 q ^ 12/54.3 � os r�'� i �. ALL HE�DERS NOT SHOWN ON PLRN SHALL BE (2) 2x12 �OR EXT�RIOR �s,� L � <br /> � I Q efi�o�T 2/54.3 ��� ���+b S/54.3 O.Ff. fi<o T e� �,0� �� B�ARING W?�LLS �ND (2) 2x10 �OR INT�RIOR BE�RING WA�LLS. toNAL �' <br /> � I � � �y � ! � I �y 2/54.3 � �� � � I SEE 10/54.1 �QR H��D�R DETA�IL. <br /> i O <br /> � _ Q ^ q/54.2 o S. PROVIDE SO�.ID OR BUILT-UP WOOD P05T5 BENEA�TH THE ENDS 0� ALL � � <br /> � � Q/54.2 v o <br /> � cv R00� B�AMS FOR �ULL BEARING. ` <br /> I I �I I I III I <br /> � � �� �2 J2 i� � <br /> � q. �OR TOP PLRT� SPLIGE SEE DETRIL 6/54.1. <br /> � U <br /> m �r <r d-: _ � Q � � <br /> � �' � � � I �' �� OV�R�RAMING P�R �� m 10. A�TTAGH NON-BEARING INTERIOR WALLS TO BOTTOM OF TRU55E5 WITH �� N � <br /> � � ` <br /> Q �;� "' d' � p � 12/54.2 �m p „ 5TG GLIPS �tT 4S" O.G. INSTALL IN AGGORDANGE WIT�f M�R. o � ,N � <br /> 4J �.1 � U � NN <br /> I^ I/54.3 � a � � R�GOMMENDA�TIONS. 5EE DET�IL 4/54.2 FOR NON BEARING WALL N � � <br /> GUT B{�GK (�) �AY� , B3 �- - - - ; -� ' � �i f v � � SUPPORT AT TJI. � > �, � <br /> ,� r- - - - - I f ,� - �� � //.� `�ii�.� VATOR Q � n TOP i� ST�P c� w � � <br /> OYER�RAMING PER � QO �. � 7/ 4.4 � � , f . ' <br /> 12/54.2 � � �? �.0 � I �.�,,s,���J ���1 �� P�R �/5 4J . <br /> / o � ��1 �Q � f //////, ��i,%1ri� .'4 �� <br /> � �a � V� . /l , / I � �� � ' <br /> /���,%/i . i� , i � i ,� i . - - - <br /> � $ c-= < ,i � - � D : <br /> ;�/ < ' � � _ _ � <br /> . . ., x <br /> � �� � B3 0 2/54.4 �p�ST JI JI Q��� � a/54.2 � <br /> � ;; c� y' _ c� `� _ � <br /> �� �� p � �p \.� O <br /> � �� <br /> _ . <br /> � �� // 4 e ��'yU `v I I � , � - - - - � - - - - - - - - - - - - - - - - - - - - - - �� - - - - - - - - - - - - - - - - - - fll v � <br /> i ��� , � � / _ <br /> � � � . � �//� <br /> � � ,,,, ; f r � ,� ' �n I f! /'i,r�� i� �I ^ I I I I d- <br /> � <br /> , 6/�.� r ,, � <br /> ' -,j�- " i �,� � ��'�� � i/i 'i';� �o I Ii/54.2 � �I _ <br /> %� � Q4 ��y � ��0 u i r . �fi S�. �I� 6/54.3 I �0 O� �� �� �� I/54.2 � <br /> / � � � a Q '� � � � o a/54.1 � �,�. i i � � _ <br /> �/� '` i � ��,� o � � i e�4 � ► i� � � .� �i �� I I v � <br /> f ` �, <br /> j � B3 I � Q� �� � <br /> � - �' � _=_ ' �_ _ _ = = _ _ = _ _ _ _ = i B8 P ii ii � <br /> i� , /� . - - ,�, ,� _ - - �- � - - - <br /> C , ;: / � i ii ��` �^ ii ^ ii C <br /> � i � '� JC?IST � BEAM SGHEDULE <br /> % � 3 � 4/54.4 � � V54.2 � 6/54.2 � �j ,�`� 8/54.3 �� p�s r �� 8/54.2 �� <br /> /,�� I I � I � i i <br /> ✓i J B3 � ►i ��+ B��Di�, I� u I I MA�RK SIZ� NOTES <br /> �� � a/54.( j i ���a ►� JI I6" TJI 210 � 24" O.G. . <br /> PR�-M�R. WOOD TRU55 � 24 O.G. � PR�-M�R. WOOD TRU55 � 24" O.G. <br /> � I� � � J2 16" TJI 230 � 16" O.G. <br /> <t- cA,� � � 5/54.4 � � i� I �-� ^ 3/54.3 m �c��( �� n � � , <br /> ry c� � SHE�THING PER �� � � ,� �� 3/5q..3 v P vp�J �� ►� � .13 2x6 D�#2 � I6" O.G. . . <br /> I NOTES 3 � 4 � �� �� <br /> ' �� 1 � �FoT j� _� �G�Q J L I I .14 I3/q,XS%2 L�/L 2.2E � 12" O.G. <br /> - - -�I <br /> � � c�Q �Y ji � s S� � S - - - �- - - - - - _ _ _ _ _ _ _ - - �I BI 3�x12 24F-V4 DF G� . <br /> 6 ! I B' o �' B�'6 0 �' �F �s�, O I/54.2 �� I I i <br /> j HUG HGR. --�n � ��G� � 5/54.3 fic���Y II/54.4 � v I� B2 3�8x1� 24F-Y4 D� GL • Q U A N T U M <br /> � ��54.2 A , B3 L, �c in II B�J 5%Sxl2 24�-V4 D� GL . cor,su �r� Nc ENGINEERS <br /> B _ --�--- - - - �I - - - 8� 7' ���� l/54.3 � �� Pp �� _ B B4 5�8xi2 24�-YS D� GL . <br /> � � � �1 �oh, � pa 5/54.3 �4 8/54.3 J4 � � ��-�� �i� � �' I SU TE 323 D AVEN U E <br /> I LL _� � _ _ _ _ ] �_- J �n B5 5/8x15 24�-Y4 D� GL <br /> A -I- - - � - - - -7 =_� _ � _ _ _ � _ �_ _ � � _ A ' SEATi'LE,WA 98101 <br /> �" �" �� , � 7/54.3 7 ` B6 5/SxlB 24�-Y4 D� GL . TEL 2�.957.3900 . <br /> FAX 206.957.3901 <br /> 3/54.f - � q/54.2 \ � 3/`�'.I B7 5�x18 24�-VS DF GL . www.quantumce.com <br /> I l � 3/54.2 � � v � 3/54.2 I I <br /> BS 63/4x33 24F-V4 D� GL <br /> L <br /> � 5/54.2 Bq 4x8 D�#I . � Z <br /> � � <br /> I � I I I I m ~ - <br /> 4�_S�� 2��_4�� 32�_��� 2q'-4" 5'_4" � <br /> �r M <br /> O � L � <br /> O = O �, <br /> ao�-8�� � C) � � o . <br /> UW > W �- z <br /> Q 01 1 2 3 4 5 o � � � Z a <br /> � � � W = c� <br /> � � � oQ z <br /> � � = Wo � Q <br /> � <br /> 0 <br /> � � � Q � W � <br /> ; <br /> � � <br /> � ti > � °o <br /> .� zQ � oW <br /> QZQ �nw � � <br /> o a <br /> � V <br /> 3 Drawing: <br /> � <br /> �'40� �fi��M11�G fi�L�1� <br /> 0 <br /> � <br /> � S2 . 2 <br /> � <br /> SGA�LE: I/8" = I'-0° <br /> � <br /> � <br /> Job Number. <br /> 16411 .01 <br />