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16 3 <br /> S9.1 S9.1 <br /> DRAG TRUSS BEYOND - 250 � �} <br /> P�F U.N.O. PER PLAN �g,2 S9.2 6' <br /> 0 <br /> .-i <br /> � <br /> �j1 --- �j�n DRAG TRU S - 250 PLF °' <br /> �1i ��1 U.N.O. PER PLAN � <br /> II lil <br /> 19 ( ( DSC DRA��S�fRUT DSC DRAG TRUT SEE 14/S9.1. C� � <br /> S9.1 ( � SEE 1/S�.� � Z ,� ' <br /> TRUSS GIRDER/DRAG STRUT I I I � � <br /> � <br /> SIMPSON DSC2 W/ I I I � <br /> (20) SDS 0.25"X3" 'i� I I ( o � <br /> -. . - . .�. . . � <br /> 28' 0 3� " ( � 28' 0 3 4" � o <br /> �J � <br /> � __ _.��___ _.,�_. � � � � <br /> I � � � <br /> ����� <br /> ���t�� ���a��a� . / . . <br /> a I I � � o <br /> ����� �' � � <br /> 0 o Q Q ,,. �, , <br /> 0 00 00 0 �o a / - (- -+-� <br /> 0 0 �� / � - i » oo6oaea� _ '- � <br /> o°o 0 0 °° PL. 26'-10 � � ^ PL. 26-10 0°0°0°0 0 0 � , �� a� <br /> � � -; <br /> � �" .� � - W U1 '-. <br /> � <br /> � � � I 1 I H �" <br /> � � I I I � � �' ' <br /> � � � <br /> � SEE 20/S9.1 I I � � � <br /> I II � � � <br /> � CLOSET WALL � � � '� � <br /> , � o � <br /> � � � <br /> SCAI E: 1" = 1'-0° SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0° _ <br /> 01 'DSC" DRAG STR�T CON�lECTION �]2 ROQF ABO�E TECH R00�1 3 ROOF ABQVE TECH ROONI 4 ROOF AB01/E UPPER �AND �1G 5 ROOF ABO�E UPPER �A�1DI�1G �--- ; f <br /> 0 � ❑ <br /> � � � � � � � U ; <br /> NOTE: SHEATHWG NOT STRAP RE: PLAN �� ; � <br /> SNOWN FOR CLARITY , <br /> 4 : <br /> MST PER PLAN MST PER PLAN <br /> 0.131" DIA. @ 3" O.C. CONTINUOUS DRAG STRUT 1'-10" NOTE: WALL SHEATHING NOT 3'-7 1/2" <br /> TO BLOCKING SHOWN FOR CLARITY - <br /> PER PLAN - SET INTO - <br /> � <br /> . T . FLQOR SHEATHING PRIOR TO CONTINUOUS DRAG STRUT » �� 5 � �, <br /> 0.131" DIA. @ 6" O.C. ° � � { SETTING UPPER FLOOR r� o <br /> PER PLAN - SET INTO 0.131 DIA. � 3 O.C. � � <br /> . � , � WALLS. FLOOR SHEATHING PRIOR TO ,y �, ���''�a <br /> B OCKING EA. 0.131" DIA. X3" C� 6" O.C. - . 4 LTP4 � � ' . a � <br /> ` � � � SETTING UPPER FLOOR t ) � � . <br /> SIDE OF BEAM � ' - 4 °. , CLOSET WALL � - WA . . _ ' �g � ,� <br /> LLS <br /> ,> 2X BCKG. . . . � � � (4) A35 I-I•II { 1 I I ! �o �o <br /> LTP4 � 16 O.C. TO <br /> 1111 Illl 11{I llll 11l �•I:�I l I ! I <���� � �' <br /> BEAM AND BLOCKING �, 2X10 LEDGER W , �.I��I I I I I `���;� <br /> JOISTS RE: PLAN � � 0.131" GIA. @ 6" O.C. ' ; <br /> • Illl Illl Illl Illl � , Ill / <br /> I � _>._.,..� ___e_ �._�� _��T_ _.��� .�.._. ^:_. :a_�.-- -_m:� .._� PLATE 19'-1 3/4° � > � i . . (2) 0.131'X3 @ 8 �'�•�� � ( � <br /> _ � <br /> . <br /> , _ <br /> `��a i � _ > > _ I � - T -L� _ -. T . <br /> �.� - - -- - - - � UPPER 18'-9" . . C UPPER 18-9' . � .i <br /> . : . <br /> = _._ _ = = = _ - - - - - - - - - � _ _ _ = _ _ -. - _ _ T � T <br /> �� � lil II I �I I' �I � � z � <br /> -- ;-� � " � � � <br /> � - - - - - -- � . <br /> PLATE 17'-11" E PLATF 17'-11" ° I PLATE 17'-11" � PLATE 17'-11" L - -1 I.� I Q � `` � <br /> � - - - - , - - = -- = - - - - - - - - - `- <br /> 11{ Il � . <br /> _ - _ � _.- _ - - - - _ _ - _ , - T � _r_ � - - :� � � <br /> ' ..:. .• ..:. .• ..•.. .• ..•. N <br /> . - - � � � <br /> t - . I <br /> ( � LANDING 17'-6 1 4" � - - - - i �� LANDING 17'-6 1 4» \� � '� r� �i- - - - � � - - o � r-- <br /> g ; JQIST PER PLAN AT RAISED � 7 � � _ / \ . � � <br /> , <br /> � z � <br /> LU210 EA. JOIST 59.2 ' FLOOR AREA � Sg,Z ( f � � � � �� �� i�o:�� � � � <br /> HU3.25X10 AT GLB � ( ( I �.-_ , . . � - - - - - -T � - - <br /> w �, <br /> ' I I I I �.°•II I I I I I I <br /> 2X10 LEDGER AT BEDROOM �; ( > I ( I ( ioo.�l I I � <br /> I II I � <br /> FLOOR W/ LEDGER AT BEDROOM F�OOR BEYOND 2 LSL 1.75X14 u � � ,� <br /> BEAM PER PLAN ' (3� 0.131"X3" � EA. STUD �� 6 � � <br /> 5'-5" NTS 1'-8" 5 ��2,� <br /> 1 SEE 15/S9.0 �9.2 59.2 59.2 �' <br /> z F-; <br /> 7'�l" NTS BEAM BEYON6 PFR PLAN . � � <br /> � � <br /> SCALE: 3/4" = 1'-0" SCA�E: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" � <br /> [� DRAG STRUT/BI�K'G TO BEANI 7 DETA � 8 D�TAIL AT TECH ROONI F�OOR 9 DETAII_ AT UPPER �Af�DI�1G 10 DETA�I� AT �PPER �.Af�DI�1G ¢ � <br /> ❑ � ❑ ❑ <br /> � Q <br /> � � <br /> PLATE NAILING PER SHEARWALL SCH�DULE CONNECT PER SHEARWALL SCHED.- 2'-6 1/2" HOLDOWN STRAPS PER 3'-7 1/2" m v <br /> HDU14 HDU BEYOND HDU PER PLAN PLAN. "' <br /> _ - �-- <br /> BEAM PER PLAN � W <br /> 14" DEEP JOISTS AT RAISED POWDER ROOM FLOOR � � <br /> MSTC BEYOND 14" DEEP RIM W/ (3} Q.131" o o i - a- � <br /> X 3 TO EA. STUD � <br /> ° E I f � t � � I II II II i z � � � . <br /> SHEARWALL PER PLAN ; <br /> � � I ' I I I � �X10 W/ HUfi10 EA. SIDE I -'�- BEAM PER PLAN I I I I ( I ( � _ � <br /> 2Xa RAFTER � 24" i � I I I - I I - I I � � � �1�I I I I I I I i <br /> � _ �_ I _ �_ _ _ 2X10 JOISTS � � ALIGN CLOSET �•I � � � � � <br /> STUDS W/ JOISTS � � 2x BLOCKING �' •� ; <br /> �- ^� � � � - ��� � � � <br /> PANEL EDGE NACLING I ���� <br /> ii ii ii 0,131" DIA. � 3" O.C. ( � RE: 9/S9.0 �;I•�I I I I I I I ( <br /> II ii � � � ii �� � i� � '� � :I:�I I I I I I I I <br /> „ � � � �� II II � I �� III II �.I,�III II 1I I � � <br /> � �� N �� M N N � �� IN <br /> I C � '� I " , 'l l �1:11 1 1 i l I I I � <br /> (I �� � �� II ll II II �� Iil <br /> ii u ii >, � » ( � � <br /> i� i i MAIN 8'-11 t - MAIN 8-11 � <br /> _ , <br /> __--=4-_-�-. �--- - -- - - - - ° . <br /> o ii - - - - - � <br /> °� " I f �� I I I I I 1111 fUl ;; I I �f � ;� :� � �„i <br /> ° o II <br /> °�°�°� � °� �� I � PLATE 8'-1" PLATE 8' 1" �� • � I 1 I I �11� ��1) i i PLATE 8'-1>, - � - - � - � ' PLATE 8'-1" I LL- � Tl �� I � � . <br /> � _. <br /> �� �f g \ -.� -.- � �. ` �� �. \ <br /> �I �. I � <br /> � 1 ; - - - - i � \ �' .� (G r� <br /> � � � ' � � L�-_-- ; • � <br /> � � � 3 13 BLOCK AS REQUIRED I � I 11 12 � - - - - - � ^l� �� � <br /> E �s�s-= S9.2 �1)�� ! E � � 59,2 S'�.2 ' , » , „ �� �� �° �� � <br /> � 1� 12 ( I I �2 LANDING 7-0 1 4 LANDING 7-0 1 4 � � �)_ _ - - � T - - - _ _ � <br /> , <br /> I �� ECCQ66 S1.3 T � I I � S1.3 BEAM PER P�AN � ° B. BEAM. . - : B. BEAM \� I• .I . . � � . . . N <br /> z� 1,� j { � I � 6'-8 3/4" � � 6'-8.3/4° ,� - - - . I. . <br /> � ;� BEAM PER PLAN s � � � LS� 1.75X14 .�.� <br /> I€ ' S'-5" NTS �: 15 6 14 0 <br /> � , , � �_ " �� SEE 15�S9.0 S9.2 S9.2� � S9.2 <br /> 2-0" 5-2" NTS � <br /> 14" DEEP RIM THA29 � EA. JOIST <br /> SCALE: 3/4" I 1'-0° SCAI.E: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 6X10 SCALE: 3 = 1'-0" �� SCALE: 3/4" = 1'-0" POST PER PLAN � <br /> � <br /> 11 DETA � 12 DETAI� AT E�lTRY PORCN C G. 13 DETA � AT E�1TRY PORCN C G. 14 DETAI AT �OWER Af�DING 15 DETA � AT �OWER �A�1D �1G o � <br /> � <br /> ( ABU66 ( �� � <br /> 12" SQUARE PLINTH <br /> 1/ " W/ FTG. RE: PLAN � � � <br /> � � <br /> �I -- �-' <br /> , P�AN �-' <br /> 3;� �� 4.) � <br /> i�=�� ��� i � <br /> -� 4'-11 1/2" NTS 2'-1 1/2" a <br /> � � <br /> �(I 1� SHEARWACL PER PLAN/SCNED. � � .r-, ' <br /> i .S' <br /> 3X MUDSILL - BOLT PER SCHEQ. � � <br /> �! E� � I <br /> �� !# ABU66 � � 5 • �I � <br /> ii � ll „ � � � � <br /> �3 �� 12 SQUARE PLINTH � � � � � <br /> �� �F W/ FTG. RE: PLAN ( � <br /> i; ;1 � � � � � <br /> I� °� ;I � I " � � � <br /> (1 . � Il. GROUND 0, �,� , ° �T� <br /> � o , <br /> GROUND 0'-0" _ _ _ _ _ _ _ , , GROUND 0'-0" GROUND 0'-0" � <br /> i i -�- �� -� - - - -._ i I-i1 <br /> ii . � -�- - - i °� u <br /> II - - - - - - - - - - � - - - <br /> II <br /> I 1 -+I- - - - - II <br /> � � - - - - - - � 4 � I il - - - - - -- - - - �� <br /> II II <br /> I �- - - - - - ir�i I II I . <br /> U <br /> � <br /> SCAL,E: 3/4" = 1'-0" SCALE: 3 j4" = 1'-0" SCALE: 3/4" = 1'-0" <br /> 16 � ' ,�-o�� DETAI 17 NAf�GER SUPPORT AT BEANI 18 DETAI� 19 �10T USED 20 DETAIL AT FOUNDAT 0�1 <br /> 0 ❑ � . <br />