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POP-�UT ' <br /> ABOVE <br /> �--------- -------------� <br /> _ � .� .� _ ., � _ <br /> 10 <br /> 10 ' PT 4x8 FB <br /> 59.4 ': � I M <br /> S9.4 (2)2x6 GT POST !2'-7�4" 6� 3�� X Q <br /> TYP. <br /> (3) 2x?0 HDR 4 �'-9" BLQ K FL OR 8' 1" c � 14 P.T LE ER, TYP. <br /> I S9'a D APHR GM � 9.0 RE . DE AIL <br /> �_ ( � ' � � LVL 3.5x9.25 <br /> i GT ABOVc � T A VE AT POP-OUT �� <br /> ' <br /> � a <br /> ; � <br /> � LVL 3.5x9.25 . � 6X6 � � <br /> AT POP-OUT _ ,� / / r '� � '� � � � '� � ; <br /> �, ; 3 � � G� 5/a 12 H R 6Xq ' _� WN�� I� , <br /> ' --------- _ J � TYP. � � c.i 1 � � �� � � � I � � � � <br /> ----- — ' /� ' � � q c� � � � �� ' � >� ,� � � ; � i = .. <br /> � 25:C��tra! Wa�a� �uife 2l� <br /> tJPPER FLOOR �RA�ViING MIDDLE �LOt�R FRAMING ���s������-��������� �so�� ;� � <br /> U [� �1� E1 � �1 N 1�" E� � E1 �J �r E� F � �owER F�ooR s�EA�. ��������x�����tF,������ t��� , <br /> , E7 D �iC E7 � MIDDLE FLOOR SHEAR PLA.N � 4��=��—o" ��� ���,��,���������� �Q� ��� <br /> 1 j4"=1'—p" � � <br /> / <br /> 5052 REGISTERED <br /> - — ---_--�--_—�----�--� _ � � ARCHITECT <br /> � PT 4x8 FB � BL x � <br /> � � <br /> 10 �� � � �M STAOE� OF WA HENGTON <br /> 59.4 AT WINDOW <br /> S9.4 � � <br /> KING STUQS � _� 4�� 6' 3" i � 14 P.T LE �ER, TYP. .....�. �; , F��1,�' �"�,.��`"" <br /> � S9.0 RE . DE AIL '��,� ' ;, f A�� � �'��'� 1 <br /> � � LOC FL OR � � �..�, � ._. <br /> (3} 2x10 HDR S9.0 � � pl NR GM I <br /> � <br /> -- .. �.�. � � ,��;��°� � � ���� _ � <br /> > <br /> � � i � / � <br /> � <br /> � / k� l`� � � � _� 6X6 r=0j�,:'��.�� I " <br /> — — — � � -- — �:,9`�``�° C�� � <br /> N <br /> , . 3 � GL 5%s 12 H R 6X � �'��'1`�`tlt ���`'�l�;�� .,� <br /> � WH � ,� <br /> ., ' TYP.( ,i � c� � � �� � .�c <br /> 6 � .. , ; � � I j f � �; <br /> � , S9 0 ,� �� � I � , � TNIS FACE OF BEAM � <br /> � 'N �N t-- ( , � FLUSN WITN 6X6 POST �; � <br /> o � I I . .:. . �j I� Q �1 1 N N � <br /> � � � � � I 6 � <br /> ' � o a�l I rn X S9.0 *j <br /> � � I ( IJ IJ X u�1 1 u� � W •"- <br /> �� <br /> i I � : �J iJ � �I ( � > S9 0 AT STEP ¢ � <br /> � � � <br /> i . ... . ; � J I 1 _t J � . <br /> � U � <br /> i ' 1 W "c` <br /> � � i Z � <br /> , , . . . g I <br /> � i � � � 11 0 � <br /> �___ _ _� � I I � / � �_ TYP. ,� <br /> � � � ��� S9.0 e�, <br /> � Y � � � S9. <br /> , � � � �. i � f ' co .� <br /> 0 '� G 5%a X 1 HD ` �` � � � � , � ` � � � <br /> , O + ' � ; � � � o �' <br /> � - � � � � � � � � I 1 _�_ � � � � . . . •� � . <br /> � � O.� i � 4 � 61 .. <br /> ; C /�'\ .� I �� � � GLB 5�/a 12 NDR � � , <br /> ' {� � `� � 9 � `\� r�� 12 TYP. ; . . . I � ' � ' a Z Q <br /> E1 UNiT V�RIATIONS ,, _ � <br /> , - S9.0 2) 2x10 FB S9.0 I o o � <br /> A - SINGLE PORCH/ NQ POPOUT AT REAR ( I � <br /> � ��-`� _ � t-_-� , � <br /> _ _�,_ _ . . <br /> _ __ <br /> � - z <br /> �--- �_ __ _av__ _e� m � � CO� w <br /> - SINGLE PORCH POPOUT A T R E A R • <br /> I • � � <br /> C - DOUBLE PORCH/ NO POPOUT AT REAR ' ; F l� E S ; � �' ' I I �� � (2)2 x 1 0 � � <br /> D - D O U B L E P O R C H/ P O P O U T A T R E A R � I � AB V ) � � cv � � 3 0~ o NDR ' � � � <br /> '. .I S9.0 X � <br /> E - SMALL DOUBLE PORGH/ NO POPOUT AT REAR ,�, , , � ^ , _ I � <br /> � !�. . r cn � i� �. .- `V , � � t� <br /> F - SMALL DOUBLE PORCH/ PQPQUT AT REAR � a 2 � <br /> N � O STAIR „ J � <br /> I � STAIR FRMG. ' �► 1 a <br /> � V <br /> SEE BUILDWG P�ANS �OR WHERE � FRAMWG � I � � <br /> VARIATlONS OCCUR <br /> , . -- . . . . . ,�, � <br /> �=-- RAISED BEAM � � �;, POINT LOAD <br /> , .. <br /> � � 2 2x8 ' �F . . � 2) 2 8 ABOV� � l'�' � cfl <br /> � � Sl SO 3 � i 2x8 � 16" OC HDR 3 n � � � o <br /> GL 5/s g B GLT R A)S E D � RAISED BEAM C�} � � o � <br /> _ <br /> � — � <br /> � _ _ .. .. <br /> .�--- I I LANDING EDGE � � o � <br /> � <br /> 0 ---t LANDING NEIGNT �' ,� <br /> � � � BEAM �F � � 2 2x� � +7%s" A.F.F. � W <br /> � • . � <br /> . U � Fz �. — � � <br /> � � �� � � � � 3'�Y a���1 �� ^� r1 <br /> O '�y <br /> O � - W �� s "'9 � � �// <br /> � z I � ca � �x; �s �=s � <br /> � � m ��q ��s F �'� FACE OF o; � <br /> � -� Q <br /> 3: ST i <br /> ��- , � o €x�°x� � ����# �t�g�� BEAM �' � �t ' <br /> \ � � m U \ O � 0��''3g�'+ '�r8=�t 3€'=a` ' � C � <br /> � ' `�� � � o �,, � � � "' I cv X RIPPED 2x8 JOISTS � P +� 0 0 <br /> � cv " N x � Q o ' � N � Ca? 16" o.�. FOR LANDING <br /> � I N � � t � � � � ^� LANDING HEIGHT � W � y <br /> 'n I �-- r. -I-7/t s A.F.F. � � <br /> SHEAR WALL NOTES , � � Q- � , , <br /> ,:.�.;. ,..:,�,,;.� t,..�;.��.�. �, N �X� ' i ' i � � <br /> . : ..e >o, . ..;._:< . � <br /> h: .:::. �.$ ��, �. . � 6 I � � . <br /> � .. - <br /> �X SNEAR WALL TYPE � N ` -- _ X6 - � 4x6 k � (2) X10 HDR � 6 � ' 4X6 � � t <br /> SEE S1,2 FOR NAILI�lG SNEAR WALL WITH FORCE � ��� 1 � I � - - - e ,.,, _ <br /> � �� `� i i 2 2xl 0 HDR 8 12 I � j �) 2X10 HDR � �t' <br /> PX TRANSFER AROUND WINDOW � ` <br /> SEE 8jS1.3 9 '�_ m---� S9.3 S9.3 I � 12 16 P <br /> � i � ' 59.3 S9.3 <br /> �— HDXX HOLDOWN TYPE - SEE S1.3 FOR SCHEDULE � <br /> (2) 2x1 HQ � � <br /> I (2) 2X10 FB <br /> � � � <br /> THE WOOD SHEATNING DIAPNRAGM SHALL BE APPLIED � � � <br /> TO SAME SIDE OF STUD WALL AS SHEAR WALL TAG I I � <br /> AND SNALL CONTINUE ABOVE ANQ BENEATN OPENINGS. � � � <br /> � � � <br /> SOME SHEAR WALLS REQUIRE 3x PLATES AT TNE � PORCH RQOF BELOW_ J � � <br /> � � <br /> OUNDATION OR AT ABUTTING PANELS. SEE <br /> SHEARWALL TABLE SNEET S1.2. � � � <br /> SEE SHEET S1.2 FOR TYPICAL SNEARWALL DETAILS � � �� �� � UPPER FLO�R FRAMING MIDDLE FLOt�R FRAMINC � � <br /> � C � � E MIQDLE FLOOR St�EAR PLAN � �I I=T E�A E1 C � E1 E & LQ � � <br /> � W E R F L O t�R S H E A R c� � o <br /> �!4„_1'-Q" � �f4„=1'-0" U <br /> � cv �„�. ,.. ����„��, �— � � � <br /> FLOOR � RAMING NOTES � �- ��� " , ",,,�,,,� ,,L,�,, , � � ,�, " <br /> � � <br /> i � � ; i� +7�/ts" A.F.F. � � �' ' i� +7�ts" A.F.F. � <br /> , f � � � y � <br /> SF STRUCTURAL FASClA (5`4 x 8) FRAMING DIRECTION I � , 6 � � � <br /> FB FLUSH BEAM � �. (2) X10 ND� 6 6 �X6 � � (2) X10 ND 6 � . � � J •�+ <br /> � �. . .. 4X6 .� � �' <br /> � ��' - -� - - �. � � � L <br /> NDR HEADER � �) 2X10 DR� 2X10 NDR � � � Q ' <br /> EXTENT OF FRAMING � 12 16 � � O <br /> 12 16 � � <br /> ---- ---- --- -- , S9.3 59.3 � <br /> , S9.3 S9.3 � o W <br /> GT GIRDER TRtISS <br /> ---------- -- -- , � � <br /> �-PQRCH ROOF � o <br /> GLB GLU-LAMWATED BEAM (SEE SHEET �1.0 (SEC. 06185) � SYMMETRICAL ABOUT ■�„ � <br /> FOR CAMBER INFO.) TNIS LINE � <br /> � � 4X4 W/ ACE4 � � <br /> FLOOR JOISTS ARE TYPICALLY 4x8 DR _�_ � 4 8 HDR <br /> � (2) 2x STUDS UNO BY OX , WNERE X=NUMBER OF STUDS U N p�T 16" O.C. '� ' ' ^ _� � <br /> � j � � <br /> , I — , <br /> ' ----------,7 ----------- 4X4 W/ ACE4 � 0. <br /> NANGERS INDICATED ARE SIMPSON STRONG-TIE 4X4 W/ AC4 2x STRUC. FASCIAJ 4X4 W/ AC4 2x STRUC. FASCIA � ✓ <br /> FLOOR SHEATHING SHALL BE AS INDICATED ON SHEET S1.0. T <br /> TRUSSES AT 24" O.C. �' <br /> � � <br /> ALL BEAMS AND HEADERS SNALL BE SUPPQRTED ON DOUBLE � � <br /> STUDS UNLESS NOTED OTHERWISE. PROVIDE 3 BUNDLED STUDS � VENT DUCTiNG <br /> MIDDLE FLOOR FRAMING `� <br /> � Job No.: 13-47 <br /> UNQER BEAMS GREATER THAN 6" WIDE AND 2 BUNDLED STUDS 1 0 <br /> UNDER BEAMS LESS TNAN 6" WIDE. FACE NAIL SUNDLED STUDS ; � � � �� � �� � � � �� E�� � �� � & LCJWER FLOOR SHEAR �� Sheet Na.: <br /> TOGETNEr� WITH (2) 16d AT 12" O.C, TYPICAL. ---------a � PORCH ROO� FRAMINC „_ , „ z <br /> 1/4"=1'-0" <br /> 1 f4 -1 -0 � <br /> SEE SNEETS S9.0 & S9.1 FOR TYPICAL WOOD FRAMlNG DETA(LS. � <br /> Sheet Order: � � � F R � CJ � � � <br /> . . ... . . . . .. . . . . . . . . . . T ' <br />