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<br /> S9.1 S9.1
<br /> DRAG TRUSS BEYOND - 250 5 �
<br /> PLF U.N.O. PER PLAN �g,2 59.2 0 '
<br /> �
<br /> co
<br /> DRAG TRU S - 250 PLF °'
<br /> � '� U.N.O. PER PLAN �
<br /> �
<br /> � � � � �
<br /> 19 � � DSC DRAG�STRUT DSC DRAG TRUT SFE 14/S9.1. U �
<br /> TRUSS GIRDER DRAG STRUT S9•1 I � SEE 1/S�.� ( Z �
<br /> � ' III � � � .
<br /> SIMPSQN DSC2 V�t/ � � ( �
<br /> i III o �
<br /> (20) SDS 0.25"X3" � '
<br /> �e 28'-0 3� �� . . � � I 28�-0 3����. . / � o
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<br /> o�o o�o°°� PL 26'-10" �� � � PL. 26'-10" o°o°0°0°4 0°0 � �
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<br /> ( CLOSET WALL II .
<br /> � � � ° � .
<br /> SCALE: 1" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" •
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<br /> 2 ROQF ABO�/E T C �1DING 5 ROOF ABO�E UPPER LA�JDi�1G ; �;R:;.z.::. ..:;, :; ,� �:
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<br /> MST PER P�AN 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 PER PLAN -� SET INTO SHOWN FOR CLARITY
<br /> �
<br /> � FLOOR SHEATHING PRIOR TO CONTINUOUS DRAG STRUT �� �� - 5 �?�%� � � '
<br /> Q.131" DIA. C� 6° O.C. • � • � SETTING UPPER FLOOR 0.131 DIA. @ 3 O.C. ��,�(r1 �
<br /> P E R P L A N - S E T I N T O � o .
<br /> „ „ • I ; � WALLS. FLOOR SHEATHING PRIOR TO ,y �. l���a
<br /> CONT. 2x 0.131" DIA. X3 @ 6 O.C. 4 LTP4 '� '
<br /> BLOCKING EA. ; � WALI.S. � � ` . .��. �' � .
<br /> I ; I SETTING UPP�R FLOOR � ) � ,�
<br /> SIDE Or B�AM � CLOSET WALL • " r, ��, • - ,�
<br /> LTP4 @ 16" O.C. TO 2X BL.KG. � (4) A35 I;�.II I I I I �� �
<br /> JOISTS RE: PI AN ' BEAM AND BLOCKING 0.131" DIA. @ 6" O.C. �•I fI I I ( I �?�`�6 �� 1�
<br /> ivi i�i ivi ivi iu
<br /> ► � � � i n i � i n i i n i i n i � � i i� 2X10 LEDGER W/ ; i:i�►i i i i i � ��,�
<br /> � I _ PLATE 19'-1 3/4" � . ' . ^i (2) 0.131"X3" � 8" I.�•�I � � � �
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<br /> � .=-X=.� I �¢ � �� UPPER 18'-9° UPPER 18'-9" �' - - - - -
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<br /> PLATE 17'-11 � I , ^.- - - - - - - - - - - - - - - PLATE 17-11" � ' I ` - - _Cp,_ PLATE 17-.>> - - - - - - � PLATE 17'-11" � � - - - - - - - - - - Q � � N
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<br /> � LANDING 17'-6 1 4" � �f LANDING 17'-6 �4" \� - • '�� � T�- - - - � � - - � o � �
<br /> 8 � JOIST PER PLAN AT RAISEQ I 7 I I � ,�� �� ' � =�k '.
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<br /> 59.2 - FLOOR AREA I 59.2 ( I � I I �
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<br /> LU210 EA. JOIST '� �� � :Q.I I � O
<br /> HU3.25X10 AT GLB � I ( � ' �-- ' � - - - - - - - -
<br /> 2X10 LEDGER AT BEDROOM - �. I I I I �.°•�I I I I I I I
<br /> I I I I �' •�I I I I I I I �
<br /> FLOOR W/ �EDGER AT BEDROOM FLOOR BEYOND (2)LSL 1.75X14 � 'u � p
<br /> BEAM PER PLAN �3� 0.131"X3" @ EA. STUD T �
<br /> 5'-5" NTS 1'-8" 5 ��2» 10 6 9 0
<br /> SEE 15/59.0 59.2 S9.2 59.2 2, �
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<br /> 7'-1" NTS BEAM BEYOND PER PLAN v� � A ,
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<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4° = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-Q° � �
<br /> �6 DRAG STRUT/B�K'G TO BEAM 7 DETAIL 8 DETA � AT TECH ROONI F�QOR 9 DETA L AT UPPER LA�IDII�G 10 DETA � AT UPPER �A�1D NG ¢ � �.
<br /> ❑ ❑ ❑ �� �
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<br /> � ¢ �
<br /> CONNECT PER SHEARWALL SCHED. 2'-6 1/2° HOLDOWN STRAPS PER 3'-7 1/2" � v
<br /> HDU14 PLATE NAILING PER SHEARWAI,L SCHEDULE HDU BEYOND HDU PER PLAN - -- PLAN. �
<br /> � ~
<br /> 14" DEEP JOISTS AT RAISED POWDER ROOM FLQOR BEAM PER PLAN � �
<br /> 14" DEEP RIM Wj (3) 0.131" � - � �
<br /> MSTC BEYOND X 3° TO EA. STUD � -� �
<br /> ° I I I � i II � II II 1I I � � ��,, _
<br /> SHEARWALL P�R PLAN � � ` ( � � � �X10 Wf HU610 EA. SIDE 1 - BEAM PER PLAN I I I I I I I : ,
<br /> 2X4 RAFTER 0 24° � � � ( � I I � � ° ( I I �I � I � � � � i
<br /> 2X10 JOISTS ALIGN CLOSET `
<br /> I i - -L� - - - - - �- - - - � I n � � I'�•I� � � � � � � � ' ,
<br /> � �- � � - � ��� �-�
<br /> STUDS W/ JOISTS 2x BLOCKING
<br /> PANEL EDGE NAfLING ( - ���� �-� `� -` � �>
<br /> i i i i i i 0.131' DIA. � 3 O.C. � � RE: 9/S9.0 I• I
<br /> �� � � - „ I �� II •I.�III II 1I I
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<br /> �� ii � ii II II II � II �� III �� .� I ( I �
<br /> �i . , MAIN 8'-11. . . . . _ _ - _._ _ _ - - MAIN 8,_��». �
<br /> �
<br /> � `° i i � � �- - - - - I� I I I I I IVI IVI i i I I I� I' .I � �
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<br /> � -i-= o �� -'t�.' � ^ - - - -_ PLATE 8'-1" �. . PLATE 8' 1" .�_. ` r r i i � PLATE.8-1 i - � PLATE 8-1 \ �i : '� - �. r-�
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<br /> I !i , � - - - - � � �� - - - - - �� I�-- - - �� �� � ~✓
<br /> j � I 3 13 BLOCK AS REQUIRED vlul ( � � I 11 12 ' � ( Q� . ,
<br /> I f S . S9.2 j I � ( 59.2 S9.2 E „ �� �� �• '� � i
<br /> 111111 � - -�� I•a:l
<br /> LANDING 7'-0 1 4 LANDING 7'TO 1 4 ' �
<br /> ( (� 12 _ ; { I ( 12 � � _1.L ��_ _ - - _ � - - - - - � .
<br /> I I� ECC466 BEAM PER PLAN ; . . ,, 6�_8.3. 4„ \�. i i I•o:� . . ` i Q� .
<br /> S1.3 � � { � f S1.3 � � B. BEAM B. BEAM
<br /> . � I � � 6 -8 3�4 �` � - - - � - - - �- -
<br /> � �� BEAM PER PLAN � � � � � � - LSL 1.75X14 I �
<br /> � 1� 6 14 Q
<br /> � � 5'-5" NTS �_ SEE 15/S9.0 S9.2 59.2 S9.2
<br /> 2'-0" 5'-2" NTS �
<br /> 14" DEEP RIM THA29 Q EA. JOIST y--.�-
<br /> SCALE: 3/4° I 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4° = 1'-0" 6X10 SCALE: 3 = 1'-0" SCALE: 3/4" = 1'-0" POST PER PLAN �
<br /> 11 DETAI� 12 DETA � AT ENTRY PORCN C�G. 13 DETAI� AT ENTRY PORCH CI�G. 14 DETA L AT �OWER �ANDING 15 DETAI� AT �OWER �.A�JD1�1G o . .
<br /> � H
<br /> � ABU66 � � _
<br /> i 12" SQUARE PLINTH � �
<br /> 1/ " W/ FTG. RE: FLAN • � !�� �
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<br /> �-r - - -_� [ P�AN� � � � �, �
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<br /> �
<br /> fs _ ��, i � �
<br /> ' = _ _ --j 4'-11 1/2" NTS 2'-1 1/2" 0
<br /> � � �
<br /> � �-- -r-- SHEARWALL PER PLAN/SCNED. � 1 •� -
<br /> II I! � �
<br /> �� �I ABU66 I I 5 3X MUDSILL - BOLT PER SCHED. � W �
<br /> � � � • �� �
<br /> �� I � „ ^ . ,
<br /> II 1{ 12 SQUARE PLINTH �
<br /> F�-�i �
<br /> W/ FTG. RE: PLAN I I
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<br /> if �� I�. . . � - -� - - - - - - - GROUND 0' 0" GROUND 0' 0" �
<br /> 1 -�- -�- � �� -� _�- „
<br /> �� � _►_ _ _ _ _ _ _ _ _ _ _ _ _ _ ;°; � _ _ _ �;_ _ „
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<br /> - I �- - - - - - - - --• - �O� I fi � I�I
<br /> � � � � � � � III �
<br /> 1 „ SCALE: 3/4" = 1'-0° SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" �
<br /> -� I � . .
<br /> 16 � , -Q�� � DETA � 17 HANGER SUPPORT AT BEAM 18 DETAIL 19 OT �SED 20 DETAI AT FOUNDATIOf�
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