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I � �z.x y'�-• �: ,�,5,�,sn��y.a� "s is� '� ea�r�,'��{�y�Y,`�'.'{„'� <br /> I . . i.+`.,�zC" :J���F,'`�a,';�.��� atY:��/Y`�'°���;�7!''�ii ' <br /> ' - ''iG�;�:.r '+:y ':.ffii;:i.'•L,V:;).�:::+., vn ;�....,,,..1'•:.:..� <br /> I l 19 '�� !`:��`�t`%i�;1�►€isk�����:��:,���;�� � <br /> 59.1 I � , �.�� F� ir.+°' . <br /> 19 � S9.1 k�����'k��{��'��y�'���''��$:,; <br /> � � :." .i1 d 1P.�f NS l _'�':• ` <br /> ' y,k i � _3, �-a1," %`4 �U'. �.M. <br /> `%�?��=1�����i"J:ri�i�. ,ii�.�ti���i;�''^`z�`�t��>:::,, ° <br /> $ 19 �_ ` � �,< �:<�.��::�>:::�;��<`::,�,:<.:;����t.;, - <br /> � <br /> s�.2 sg.a �6 i <br /> Ps i <br /> BLOCKED <br /> D(APNRAGM � � � 5052 REGISTERED � <br /> MST37 MST37 I i I � ARCHITEGT <br /> PSL 5 ax16 HDR CAN LEVER � ;. � � <br /> - - - ------------ <br /> I ' <br /> � 1 RQB�RT E. IN�IBLE � <br /> `- � STAT� OF WASH(NGTON <br /> � I <br /> � I <br /> nw � . ! <br /> � x (2}11�"� TJI � � ' � <br /> � <br /> �- I � <br /> „ <br /> � <br /> ---------- -- � � �. : - - . - _- - <br /> d <br /> � `� � y 4 4 � �I I�j i�-�- = \ �I =`J _ , a <br /> o J :' il I� i� � ..,� 4 r: sTHD1�FtJ Q, . <br /> 0 <br /> ,; � .. ;; � _ � _ <br /> �� STH 14RJ -== -- -�' 3 "� <br /> 59.0 "'• ' <br /> E SIM. '� � <br /> � pg , , '� z <br /> �� 3 i AB � ._ <br /> _ � s9.0 ► � <br /> (�� � i `� `� i � o ¢ � v <br /> L-� ^ �.t � � ' � � <br /> . � �� N Ci � I <br /> � I i 00 0 <br /> 1 s{ I p N � <br /> � I m � ��!X RE B _! � v � <br /> `} � � I I o <br /> N � I o <br /> ` `� I N <br /> LL.' � / \ � � <br /> � I I � � � s <br /> X ' � I i o '� <br /> N � ! I � ,� <br /> � � �..+ <br /> � .." I ^ j S9.0 z 0 <br /> I � • <br /> P6 � 9 � - <br /> : , t � � , <br /> � S9.0 � <br /> � � �f LB 1�x1 HD � QQ � � <br /> > ' S9.0 . �p <br /> :. <br /> < <br /> N <br /> . - - - - - - - -1 � <br /> ✓ . � o <br /> 3 , .. .. __^.. --- -- � � <br /> - ----=-=--- ---- ..,_ ,'' . OO <br /> � ���'�� i�� +�- tfl <br /> . � � �`� �f� ''`� � � <br /> � $ � � �� � " � � <br /> � � S9.0 � ..-� ^� `'��, P6 <br /> � (� <br /> P6 z i --�`��OPEN STAIR FRAMING'�� �' ,v � <br /> . � � � . ;" ; e � <br /> I ~ �'-1�. � / � ` � <br /> _"-� 2x RQQF �-- Q � � � ` . .' �'� t- <br /> . , � � <br /> --- FRAMlNG - `- ' `,' � �` � . <br /> I � ; �' o <br /> . +- <br /> � 24" `O � v � , x .� � . � � � <br /> 0.C. � j � � � S .0, : �.�` �! � � o <br /> F--I-- � � - r � ~�''�. �'. ■� - , <br /> 2 . I ' i �� I o � <br /> , � �- � - - --- - �J; <br /> 59.0 � <-- f - - � � <br /> � � � �- - --� <br /> � � <br /> �-- i i i� m a <br /> 2x LED�ER � }� i � o = . <br /> �, � � o � <br /> � - -- - - � <br /> i � - - -- � ,� FIXTURES <br /> o i � ABOVE L � <br /> Q (2)2 8 H R (2)2 8 H R ( 2x8 DR � _ _ -= J� o <br /> . .. ;� <br /> � ❑ <br /> r. :s -. -,��-_ - ' _ _ = --- _ _ .�s J � o <br /> (2)2 NDR 2x8 R I t2)2x8 HDR _' ° <br /> P6 P6 P6 STHD14 I � s a� r <br /> � STHDI I N II <br /> � <br /> ALL EXTERIOR i P3 � r <br /> SHEAR WALLS SHA�L � . <br /> BE PGTN U.N.O. � 4x HDR 4x8 H R � <br /> - � �_ __,. __ __ _ .._, _. _._ _ I 2x LEDGER <br /> I � <br /> � � . <br /> L--- --- --- --- --- --- --- - ..r �._� --- .�,T _J <br /> ROOF TRUSSES � 24n �.�.. <br /> ALt EXTERIOR ST{1D WALL HE(GHT 9'--1" ALE EX7"ERIOR . <br /> SHEAR WALLS SHALI. ABOVE FiN. FLOOR SMEAR WALtS .SHALL <br /> BE PGTN U.N.O. BE PGTN U.N.O. <br /> UPPER FLOOR FRAMING PLAN �' <br /> . _ � - & LOWER FLDOR SHEAR WALLS o �. <br /> Z�D U UPPER FLOOR SHEAR WALLS 26 4 <br /> yL� � � <br /> �1/4" = 1'-�" 1 J4"= 1'-0" � L � � <br /> . ; � V <br /> �i � .� <br /> � � � � <br /> SHEA � WALL N4TES ROOF FRAMING NC� TES FLOOR FRAMINC NQTES � � _ <br /> TRUSS SPACING: 24" O.C. - Tl`P[CAL � y � � <br /> P6 SHEAR WALL TYPE - SEE 14/S1.1 FOR NAILWG FB �.usH eEaM L E G E N D SF STRUCTURAL FASCIA (2x4) U.N.O. HANGERS INDICATEQ ARE S(MPSON STRONG-TIE SEE SHEETS S9.0, & S9.1 FOR TYPICRL. WOOD � � L Z <br /> � �RAMING DETAILS. " <br /> HDR HEADER �B FLUSH BEAM FLOOR �HEATHlNG SHALL B� AS 1NDICATED ON � _ � _ <br /> P 6 SNEAR WALL WlTH FORCE TRANSFER R O O F T R U S S E S SHEET S9.0. FLOOR FRAMING - 11� TJI 270 C� 16� OC �., � W O <br /> AROUND WINDOWS. SEE $/S1.2 FOR GL8 GLU-LAMINATED BEAM . HQR HEADER UN�.ESS NOTED OTNERWISE. SEE FRAMING PLAN � � � <br /> DETAILS. SEE DETA(f� 10/S9.0 FOR TYPICA� HEADER AT WALL FOR EXACT LAYOUT & SPA�ING. ■�- ._ <br /> GT GtRDER TRUSS STICK FRAMING G� GIRDER TRUSS DETAiI.. TRiM STUL? REQUIREMENTS GREATER THAN � O <br /> HD HO�DOWN T.YPE - SEE 10/S1.2 FOR SCHEDULE SF STRUeTURAL FASCIA (2x4) U.N.O. PER 10/S9.0 ARE SNOWN ON PLAN. PLUMBING, M�CHANlCA� AND E(.ECTRICAL G. <br /> �- SYSTEMS SHALL BE DESIGNED AND BUILT TO <br /> SEE DETAIL 10�S9.0 FOR �YPICAL NEADER AT WALL DETAIL. TRIM - : OVERFRAMING GLB GLU-LAMINATED BEAM PROVIDE MIN (2) STUDS AT BEAM AND GIRDER ACCQh4MODATE 1/4� PER FLOOR WOOD <br /> SHEAR WALL- INQICATES EXTENT OF SHEAR WA(�L STUD REQUIREMEPITS GREATER THAN PER 10/S9,0 ARE �HOWN ON PLAN, ' SEE NOTE TO LE�T SHRtNKAGE. � <br /> � Q POST SIZE & NUMBER QF BUNDLED STUDS �USS BEARINGS, U.N.O. � <br /> Q <br /> ROOF SHEATHING SHALL BE AS INDICATED ON S1.0. `����' � <br /> t �� I ATTIC ACCESS PANEL � <br /> WHERE SHEAR WALLS REQUIRE PLYWOOD, IT SHALL BE APPLlEQ TQ SIDE OF ,�__„ N � <br /> STUD �IALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. SEE ROOF PLANS FQR VENTiNG AND D4WNSPOUTS. POST SIZE AND NUMBER OF <br /> � O BUNDLED STUQS. � ' <br /> SOME PLYWOOD SHEAR WALLS MAY REQUIRE 3 x 4 STUDS. SEE SNEAR SEE SHEETS S9.0 AND S9.7 FOR TYPICAL WOOD FRAM►NG DETALS. N <br /> WALL TABLE SHEET S1:1. o Job Mo.: 14-38 <br /> SEE DETAIL 7/59.1 FOR OVERFRAM(NG. PROViDE BLOCKED EQGE ° <br /> SHEAR WALLS CALLED OUT ON THE PLANS SHALL EXTEND TO THE 2'x4' HOL� IN SHEATHfNG FOR AT11C VENTILATlON. <br /> - P�RIMETER �OUNDATION WALL. � Sheet No.: <br /> 0 <br /> PROVIDE M(N (2j. STllDS AT BEAM AND G1RD�R TRUSS BEARINGS, �, <br /> U.N.O. `� <br /> _ _ <br />