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GABLE END GIRDER TRUSS <br /> i <br /> QRAG TRUSS 250 PLF U.N.O. <br /> i PER PLAN 3 <br /> S9.3 <br /> i � � � o <br /> i ^ <br /> � <br /> w <br /> i, I I � <br /> II II I I I I <br /> � f C� � <br /> � - - - II II II II II II � r <br /> - - - - - - - - --� z � <br /> f f I U2 rs <br /> II I � II ( I ( I II I PL2 �. . 3/4�, r <br /> I _ _ � � � <br /> i 6'-Q" � � o �' <br /> II I II II II II , � � o <br /> . <br /> I I I I II II � �� � � <br /> MST PER PLAN MST PER PLAN I 4 °�' � <br /> i � _ PL. 26'-11" � � � <br /> i � . , <br /> HEADER <br /> (U o <br /> — — — — — �- +, �? <br /> , . . . . . . <br /> — — RE: ARCH, FOR HT. � <br /> 2'-2" g'_6" 4,^8,� TYPICA� �� � <br /> l.TP4 W � ^ <br /> > <br /> i <br /> PLAN � � � , <br /> � - � �, �' <br /> SCALE: 3/4" = 1'-0" � ,� � <br /> ROOF ABQ1lE ��IIT E3 MSTR BDRM NEAOER <br /> U � � <br /> 4 � z � <br /> RE: ARCH. FOR NT. <br /> MST PER PLAN M5T PER PLAN TYPICAL i i- o � <br /> �i i � � o <br /> � U) .-, � <br /> i <br /> �: <br /> L ,� <br /> I• ;I �. .� <br /> ' i � z � <br /> � � s <br /> NOTE: SHEATHING NOT ' ; ` ' � <br /> �. �I I. •I s <br /> SHOWN FOR CLARITY $ C� <br /> � (' I (• ,I ' � _ GIRDER TRUSS ABOVE ` <br /> PPER 18'-9» , . � — — — — — -- — — — — — — — — �"� _ <br /> . <br /> , , » <br /> � <br /> � <br /> . - — — — — � <br /> �. �, — —�'=8'=R.4— — — — — — —1--- i � ` � L f , <br /> � <br /> z ;.�.. .. , ..�^'�,� � . 5� <br /> III IVI IUI II(ill IIIIIIIIiI IIII IIiI IIII IIII IIIIUIUI lll I�.I .� Iill llll Illl ;I4 MST P�R PLAN ^ <br /> P�AN � <br /> - - - -- - - - - - - <br /> ,>��i i��i ifir �f�ii� ini�ifii ini i�i� ini u�� i���t�ini in t i �i ir�i ini ii�i ,,i. � <br /> PLATE 17'-11 ' ' SHEARWALL � N � <br /> �. . i <br /> . . . . . . . . . . . . ,. . . . . . . <br /> . . . � �� <br /> ;.o ,o � <br /> I (. .I I, •I TECH RM � � — � — � — � � — � ' �° �t� c <br /> I' .) (• .� 20'-0 3/4" ti r��� <br /> � . �- . . . . . . = T -._. �. - '�, <br /> I• :i �. •� o — �� � . <br /> a <br /> � 6X6 � �, � ,� <br /> ' ' ° � w . _ o <br /> ° . I'`� • - a <br /> �°' — __Y_� — �,�?�y � ,��� <br /> . : � • � � � <br /> � � UPPER 18'-10'� " • : ��,� <br /> i <br /> ° , PSL 3.25X9.25 CONT. <br /> ( - ' � PLATE 18'-0" i�.�.� r'.�.•. ' �`�`� � `� � <br /> �.� �"":"`., �:"'s`, i. r. �3 <br /> � ���� � �J 6X6 '�� •o` ti.� _ � C9 z � <br /> � \ � � <br /> � Q N � N <br /> I I ( aoe 7 a � O N � <br /> I � f I I I .� 59.3 • � . <br /> 1 i — � � � . � � <br /> II I I ) II I ) I ) � � <br /> , I I ��-o° R•�•I I I _ � <br /> ... <br /> - n � <br /> � - _ MST PER PLAN MST PER PLAN CONT. DOUBLE TOP PLATES o <br /> I II II , I I I � <br /> S�A�E: 3�4�� '� °�� D E TA I L A T U�1 T E 3 TE C N R M�B D R�1 F�L 0 0 R LTP4 � 10�� � o 0 <br /> 0 � <br /> � o <br /> � a <br /> � �, ,. <br /> , ; <br /> 2'-2" 8'-&" � <br /> 2'_�„ 1�_��� ��_g�� I w <br /> � � <br /> Q �--- <br /> f- .. <br /> � Q . <br /> _ _ _ _ _ _ _ PSL 3.25X9.25 CONT. _ _ _ _ _ _ � � v <br /> — — — — � <br /> � — — — — — — — — — — — — — — — v' <br /> � <br /> MST PER PLAN 1'-6" 7'-0" R,O. 1'-6" � <br /> POWDER ROOM i U, � � <br /> i MST PER PLAN FLOOR FRAMING MST PER PLAN z � F- <br /> _ o � <br /> � . — — — — — — — — — <br /> P�A�1 - - - . � <br /> - , . <br /> i. .i ,2 , � o , W <br /> � �, e� s�.3 - - - - - - � � —. — - -. <br /> SHEARWALL <br /> MAIN 8`-11" J �I PWDR RM <br /> _�. AN <br /> � i� 10'-1" - <br /> VI / I�ll / Illl � Iilllll f llillillll �� Illl �� IUI �� Illl �� IUI � 11�1111 � IIIII�J �) �� Illl �� IUI �� IVI !111111 ''' � � � — � \ <br /> � _ <br /> , lli / Ilif / IIII � Illllll � 1111111111 � Illl � Illl � Illl � Illl � Illlll�lll � Illll�l =� � illl � Illl � �IU/ Illlll " � �.,., <br /> PLATE 8'-1' � /� �. .�. �.�.�. � �i�,�.�. � W�, ��,�.�� � .. . � ._. � � , i� � i ii 6X6 Q � <br /> �. . . . . . ..�.�. •.•.•. '�'�' ' ' ' ' ' . . . _____ __�:'��-.�_.�"----. �. ���=-:_�� — _ <br /> _._�V� L�G_ ,1 � � w �-1 <br /> . . . ��•- � � � I( �1 <br /> . . . . . . . . . . <br /> PROVIDE LAP FROM STRAPS . ''s , �-� 'Y � _�-i ii <br /> Iv..Ie �r��_._ ` � f ! MAIN 8'-11 � � <br /> ' ABOVE PAST PORTAL STRAPS i•'.� � � � I � # � � � �� � M �i <br /> •� �, TO SWSB BELOW RE: � ' ' ' ' � i � i i �i 2X10 LEDGER <br /> � . .o o. , ��..__�_____�.�_____.___�__�____�.�_ .��._�..e.___.�� �� , <br /> . . � <br /> � • SCHEDULE, DO NOT NAIL OVER ' , �•�•�� ° � 1 ; i i�� '� � <br /> ° • PORTAL STRAPS : . , . ': ! � _ � >_ „ a : . � O r <br /> '°.o 0 0 0.°• g CONT. DOUBLE TQP a� o. � �----------- -�--------- -- ------� �� � PLATE 8 1 BEAM PER PLAN s . � <br /> , . . . . <br /> I I . LTP4 PER SCHED. �o o � � o o -�_-- � . ' <br /> . , . . . . . . <br /> � _ _ ' . ' '_ `'�'�"• '; '•'� � <br /> i . . 59.4 PLATES . �-�--_.�___.__- � <br /> � � i . . �. <br /> ,o• I I •o. FURR DOWN TO � 1 � g 1 . . . . . . . . . . . . . . . . . . � <br /> . . . . . . . . . . . . . . . . . . . . . . . .• <br /> PSL 5.25 X 16 � � ` � <br /> � � U.N.O. PER PLAN DOOR R.O. �� � �' � j � S9.4 � � . <br /> - � <br /> i BEAM PER PLAN ^ <br /> � ���.A� <br /> � HDU PER PLAN � <br /> � � � <br /> � , � <br /> , , MST PER PLAN CONT. DOUBLE TOP PLATES CONT. DOUBIE TOP PLATES ! <br /> � , SCALE: 3/4" = 1'-0" � <br /> 'L J ' 12 DETAI� AT U LTP4 C� 10�� <br /> � � , 0 NIT E3 PWDR DIN NG F�OOR , <br /> � / I � <br /> , , <br /> _ ' o <br /> � �, <br /> _ � � <br /> r i � _ _ _ _ _ - _ _ _ _ _ � _ _ _ _ _ _ _ _ <br /> r � r � r � <br /> � . — ._ � T _ T — _ _.,— ..— _ _ .� .._ — ` , - - - - - - - - - - - -�- - - - - - � � , � � � a . . . - - - - -,- - - . - - - - - - .. -.- - _ _.__ —� - - - - • !� . <br /> • T..i <br /> r � � <br /> .., — f � - - - - - - - <br /> I � I - - - - -- - - - - - - - - - - - � .. .. ... . . . . - - - - - - - - _- - - - - - - - - - - - - _ - - J . <br /> 4 � <br /> - 2=6" - - - - 5 0" R.O. 3r 6,> i . <br /> — � — � � T � T _ T � —._ — — .�, _ � _ � .� <br /> � z � � <br /> . f � BEAM ABQVE PER PLAN o � <br /> ( — — — — — � � � � <br /> r � r � r� � r -i r- � r -i r � r -i r- � N � <br /> ( ( —� � <br /> L L J L J L J- - L - -L J J L J � <br /> � <br /> � __ � - _ <br /> SWSB PER PLAN SWSB PER PLAN i � ' � ; i � P�A N 3 PROVIDE BLKG. AND � � <br /> ( :.. i .. :: :: 9 � � I { � I 2'-3" 5'-0° STRAPP NG PER 8/S1.3 3'-3" 1'-3" � � •r-+ <br /> � ... .. i . � , � � i � � �, .-L� <br /> :: � :: A.BOLTS PER SBA-3 f S1.4 A.BOLTS PER SBA-3/S1.4 ;: ::: � � I � � $ � i - S EARWALL PER PLAN � �^ � � <br /> ` C� <br /> I �� .. � :: i � � � ; _ -- - _ - 1 PLAN � <br /> � � II � 11 ( � <br /> � ; <br /> GROUND 0'-0"� �� ;: i ,..-i �_�_�.�__. 6X6 - - - _ _ _ _ _ - - - -_ � +-� <br /> o ; � <br /> ' '.o._--_ � -- -- 9» � ��� 1 �, „ 1, 4„ �, 4„ � o e � <br /> I ABU66 z 1' 1'-4' 10° 8" 9" <br /> � . . . . . . . v o N � � � . <br /> � � , „ �� _ 1 N I �, � � ry <br /> � ^ � GROUND 0-0 �� � •+� �� ' � W <br /> � - - - - - - - - - - - - - <br /> iii iii o yi qi iii ii� qi iii iii yi qi iii {{{ <br /> II II 1 I II II II II I! il kl Il I( II _ i � _ <br /> I • <br /> - - - -II - - - - i - - - -Il - - - - <br /> T �N T E GARAGE E�lTRY 4 � — ;p — �- - -�� - - �� �� �- - - - �� �� �- - �'� — � ;�, <br /> SCALE: 3 4" = 1'-fl° - - - - - - � MUDSILL/ANCHOR BOLTS PER i0! i �� <br /> � � �-- � SHEARWALL SCHED. � <br /> � _ � — � � T — — T — — — � � ^ _.__ —.. — i SCALE: 3/4" = 1�-0" i i <br /> � � AA gg }5 14 13 ' <br /> S9.� 59.� 16 59.3 59.� DETAI� AT U�11T E3 E�lTRY BDR� �OUNDAT 0�1 S9.3 • <br /> � <br />