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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 ��
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<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� ,
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<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� ���
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<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
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<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 /> _ _�,_ _ . .
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<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 �
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<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 �. — � �
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<br /> ��- , � o €x�°x� � ����# �t�g�� BEAM �' � �t '
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<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 />
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