|
t o nwc
<br /> �;� �'�.un;aAwviceo' oj , .
<br /> �� �4J ��..' �� BACKFILL � > . .
<br /> � _ ... �__—r _ SS —-- WI i �', .
<br /> — K
<br /> -- �- —�—_----- ._� IZ� i
<br /> � �
<br /> � I -8�� 'y<�c8 - S� `� 4xiJDFtl2 ��-- "' ax70DF#2 S�Y1 � I � , . I
<br /> I �- I �_ _�j I I II I �� �'�i I i
<br /> I I I II I 2x BLOCKING OVER `� � � �
<br /> � I I � II I I I ' � I I li I WALL FRAMING I � �BEAM BELOW o .I. �_ � 'I
<br /> I �� � / �4 VERTICAL z FROM E �' ,�-'"<�za TOF 8AR 2x OVER BKEAM� /�T� :
<br /> il� .. . I I, ' � � � , II I BEVONDOPENING _MUDSILLPLATEWi ..'T&GAPA%s�TEOPLYVJD I I �
<br /> I 1 � , 0 THICY.WASHEft A�T 6"O.C3& 4�� p EATHING GLJED 8 NAILED � I
<br /> I . III I BHR AT 48'O C. ND OF EACH MEMBER.�� F_OOR.OISTS Q
<br /> � ; �'.. L � � � ' �II I t,.N.O.IN SHEAR WALL SCHEDULEI 84 HORIZOryTP.L . ---�
<br /> I I I / M!il(.SPAC NG ( - � ' ,'.
<br /> ^BAFS @ 10"O.C. � _
<br /> , I , � . . III II � � CONCRETE SLA9& / CONCRETE SlA6 8 � I� �� .
<br /> ' . , ��, . �. , E%TERIOR REINFORCING PER �'.
<br /> 'i � , . � . . . I - � _ _. - / / �ftEINFORCINGPER ' , .
<br /> ' � ' ¢ I II � i , i PAVEMENT� � � r`UUNDATION PLAN � ` ' � FOl1N�ATION P':AN � --
<br /> . . .. �` I \` � �-- BEAMPEft ,'I \ ~f-LOORJOISTS
<br /> .
<br /> /
<br /> I . , w O i �: J ...: \
<br /> __—
<br /> � � � I ' �� ���� �PER FR4MING °'�
<br /> I . . I � - :�..
<br /> I �, '�. �U . �, � . � � I ;: "�.� . Z BAR AT?2"O.C.: � RAMING PL4N5 PLANS ���
<br /> II I . . ' .. #4 VERTIGAL � - -� .
<br /> I W ry , ._ ...�. -
<br /> � iv o ;
<br /> d 1 F
<br /> z � �
<br /> ' � �..: � ..: ! � � ��'`l�� � y��"`�.�1'� ��° '°� � 'V� o° �oo SIMPSON PB POST BASE OR I SIAIPSON PC COLUMN ��Z
<br /> �<,}?F° N,$o�� . �g� ? � CAP MATGH TO PCST ^
<br /> 3u
<br /> � q ^�I � EQUN.DRIFT PIN.WIDTH TO-, N"'N
<br /> I I w� r` � &BEAM�IMENSIONS a v U
<br /> ' �I . ' ��. ��. a I � � )\. �/ � ' MATCH POST DIMENSIONS � ---3
<br /> � I ��. � � `I� �. . { I ! ---- 1 -POSiPERPLANS � W �
<br /> _ � N
<br /> qI . . i I � ' ^'' ¢` �' �4"PERFOR4TED ' i, 2�GONT.YG BqRH Z�w
<br /> n �-1.
<br /> �J U / AT 90TTOP.1 OF�G N^� ��� � �
<br /> ' � -"' FOOTiNG DRAIN J ' z�� , s LL
<br /> u � ' a� � ���.�
<br /> � � '�� I � � ' SURROUND Wl GRAVEL � I
<br /> ,, _. " I I �, . �II� I 4 PEFFORfiTEO , I I� �� � ';21COM1T R46AR5 ' �
<br /> ' r �I � I �OOTING DRAIN J j Ii Hr 60TTOM OF FTG En . I ��.g''I I EO F�1 -� �
<br /> �I ._ SURROUND W:GRAVEL � 1'-0" � � I, �2)itb g.4RS M1iIN EACH'NAY �
<br /> ;p� �—`—, —'-- �� �. —. --'---- - —. 'I--.— ��-� Ea. I g�. � E0. � '� WIDTH ATBOTTOMOFFOOiING Z �
<br /> U
<br /> ,� i , I Ll �i^ . '. I I. I I 1 4 . _'_PER PLAN I N.N.O.IN PIAN$j �� 2 l
<br /> � , I � , �� . �.. ''� i, � W w �
<br /> ! � li � —� � I �1 �\ PERIMETER FOOTING AT OPENING 2 TYPICAL STEM WALL W/SLAB �3 INTERIOR SPREAD FOOTING � ; � � ��>
<br /> --I' ,
<br /> '� � ��.� u' a.0 � �SS�+SCALE�.3'a°_;.�, -__ '— _ .�� SCALE 3�G'._1'n. __'_ '_ I . .. -_-- __ O � Z �o�
<br /> I I
<br /> � \� S5 � S5 s�A�E�34_ 3�:��; -���
<br /> i i �_��T\\ �Q I
<br /> � � , �
<br /> 68 6
<br /> 6 � ii � �. �r -_ , � I 4'.p'MN( �
<br /> I i I I 11NBALANCE� � Cq
<br /> ��� � /� � - - � �i � � sacKFa� ��� ,.M
<br /> / � I <,G
<br /> SHEAF�NHLL `CII �
<br /> PER PLAN� � �'
<br /> I ^'�� � . �\.� � � I �I, �I V�.._I'_ 2x_BASEPLATE - � �
<br /> - I� . /�� I �'� I � �' ��. * � �, '' ' I I I' WALII SCHE�U EEAR %E'APA%F RATE�OSB NOO NG PFER NIOTES GE SHEATHINC W!6tl Q B'O.C_ �$S wr �v�
<br /> P.T 2x MU�SILLPL4TE1Ni ' ♦
<br /> � / I SHFATHINGW/8d�8"OC �EDGE112"OCFIEL� /� �
<br /> � � I , . � j I Yz 0 A.B.MIN/�EM6EO VJ/3 x 3 x ia �i / EOGE 8 12"O.0 FIE�D NAILING�� OVER SHEAiHED TRUSS . ryqILING(U N O.IN NOTES) `�`
<br /> I lil / --- -'- --�... -._— - ....�- . \ � .. , � THICKWNSHERAT48"O.C8t2'-�\ � ' iUNOINNOTE51 \ � /
<br /> / I �. , ,i � I FROM EN�OF EACH MEA^,BER. � �
<br /> I _ . . < p I SCHEDULEI RqTE� , ., . �� .
<br /> I � ��. - GIROEF.T I55 _. \\ �� 4x10 DF#' ��' i (U.N�O Oft S N SHEARhWALL CHED EE� I._ !/ 8��W ED TO FLOOR JOIS S U.N.O IN SGHO DO E��\ / I RDOF TRU55 PER I I~I I
<br /> u / �
<br /> i / �
<br /> ..., / .. . ��� � �SbW. � $W7 ��. I ` _� �fRLMINGPL4N I,
<br /> I
<br /> � � , 4x10 DF#2 � � . '. J lil R4 TOP&4R L--_ i
<br /> , �_--"_-__—____""""_ .
<br /> , - ' _ __._ ._ _a .._ _ __.- F ._._..�
<br /> I ' -'"'_ -__—'_...__.
<br /> , SW1 -.... SWt z� '-
<br /> � �� i �
<br /> �---- --- --
<br /> � H1 CLIP AT EACH TRUSS MANUF.GABLE � �
<br /> � �- - -� . �� ._ VENT^1300 SQ FT ,_� � h--� TO DBL TOP P(ATE!HERDER END TRUS5 i��, I
<br /> . I : I 50%60°o AT EqVES c4 � T'ICAL � m I i' � '.\ OR BEAM CONNEGTION Ll �
<br /> I i 40°/50%WITHIN 3 FT 0�RI�GE g FLOOR JOIST
<br /> I '0'C'#2 - ': I Z BARAT4"OC � - 1� I
<br /> �—��";��L_ � I PERPL4N �I
<br /> SWt SVJ1 I � h^.A%.SPACING � CRAWLSPACEGRA�E � OVERHANG �, I .
<br /> � �__ ____ ___'._ ___ ', } v - ,(. , •./ --- I PER PIAN '� � �D9L TOF P�TE _ \
<br /> CR HEADER �
<br /> ' f' m' �� O6LTOP �ftCOFFRAMIh'G
<br /> naErneE�s Pea
<br /> ROOF FRAMING PLAN/UPPER a`aea�oanreo /� i �' i '�c-�cotir aasnRs SHEARWALL� �z*_sTuos P�TE sooFP�nN
<br /> FCOTING DRAIN� ! � AT BOTTOM OF PTG PER PLAN @ i6'O C. SHEAR WALL
<br /> __ _ SHEARWALL PLAN s�RRou"owica^ve� eo �b'y.j eo
<br /> PER PLAN
<br /> SCALE:1�4"=1'-0" ��.q� 2x STUDS
<br /> ��- �A 16"O.C.
<br /> �4��TYPICAL STEM WAL.L W/FLOOR �5�TRUSS TO SHEAR WALL 6 GABLE END TRUSS Tp SHEAR WALL
<br /> �— – ' +- _ c�
<br /> SC SCALE31a'=�'-G �C ' SCALE�3�4"-t--0' L+C � SC4LE�.3;<.'=1.p"
<br /> � J JJ
<br /> END OF SHEAR ENO OF SHEAR /�
<br /> �//�WALL PER PL4N WALL PER PLAN��,r
<br /> r y ,� HANDRAIL //
<br /> � PERR311]� %�
<br /> S� �`.,_STM�_STRHP OESIGNATION PCD-R FLAN�� SW/ � I � �
<br /> OESIGNATION PER PLAN / �
<br /> �, SHEATHINGPER SHEATHINGPER � M
<br /> —sc�eou�e AS SHOWN ON PLANS scr+eou�e— i,�racaan-i,rurFo N
<br /> D6L TOP PLY`PJD SHEATHING z
<br /> PL4TE DJUBIE STU'J OR 4x 3/4"x 1-i/4" �gL i01ST OR GLUEG 8 NAILED �
<br /> h1EC16ER STI? ATTACH TO POST W� NOSING BEAM PEft PLAN� �70 FLOOR JOISTS J
<br /> CH�OUeLE SU?PLIEO WJOD SCREWS- / I
<br /> �"--"" STUDS ACCORDIUG TO pER SItdP50N SPEGS "� �
<br /> (i)2x_STUD END NAIL TO STRUCTURAL NCTES - � o� ✓"CD%R SYN/� I � Y
<br /> HEAOER — ��HEA�ER(5)ifid NAILS MW. I ��� HDU.FHD AN�H�Q TYPE HOLD OOWN '��;� � �
<br /> PERPLAN - SEGUREDT04x DFk2MEMBERPER 1C"MIN
<br /> � SIMPSON SPEGIFIGATIONS RUN '
<br /> I STHD TYPE HOLD�OWN INSTALLLD OVER �{�� -�I /� �SIMPSON JOISi HANGER �
<br /> i DOUB:ESTU�PERSIMPSON .1I PERPLANN,'HEHEJOISTS
<br /> } ��SPECIFIGATIONSUSE"STHDRJ"FOR m;���l � \ AR�PERP_TOSTAIftBEAM
<br /> I/ II / RAISE�FLGOR APPLICATIONS � SIMPSON A�5 CLIP EACH
<br /> I/ i I � � %"GDX n / \ S�DE OF EACH STAIR
<br /> ANCHOR BOLT OR ALL THRE.4D ANCHOR ROD '� � \ �STRINGER AT EACH STAIR
<br /> 1 PER HOLD DOWN SCHE�ULE.CONSU�i SIMP. ' I TR�p LqN01NG 8FAM11
<br /> I i r �i CATALOGFORPROPERORIENTATIONOF��.�' � ISi�xi2STR�NGERS
<br /> � ANCHORBOLT y ���
<br /> � — SiLL PLATE SIL:FLA7E�I� = t �U N O IN FP4MING PWNS
<br /> �--� � �r—coNc.FouNOAnoN coNc.FouNoqnon � ROOF FRAMING
<br /> � (1)2x_SIUDFOROPENINGS -- ' r �FIReELOCKINGATtOP,BOTTOM PLAN,DETAILS
<br /> -1-- F:AT hflD SP�N AD�YfIONAL FlRE
<br /> �LESS THAN 6-0"AND(2`�2x_ i � BLOCKING ABOVE W�LLS IN
<br /> STUDS FOR OPENINGS -� LOCATE(t)#4 LONG BAR A80VE �'� CONTACT W;STRING�RS
<br /> GREA'I'ER THAN G'-0"UNLESS � ��� Et16ED�ED PORTION OF STRAP/ANCHOR REVISION __0
<br /> NOTED OTh1ERWI5E IN PLANS -- -- �
<br /> � !1�2"h11NE�GE S'MIN.EDGE DRAWNBV i 6BM6
<br /> '' DISTANCE C,:.STANCE , __ __._
<br /> .-_ '_"- � �. --� .__
<br /> 7 TYPiCAL HEAQER COLUMN $ E�evaTioNs scA�� ASNOTE�
<br /> PROJECTNO � VV4226
<br /> ' �TYPICAL HOLD DOWN !9� TYPICAL INTERIOR aTAIRS
<br /> ' SCALE�;/a�=1'�' '� : .g:-_i - '-- — ~-- '-- -'---- SHEETNO'.
<br /> �,� � s���E < _ �� �ss� s�A�E�3-<�_,.��� S5
<br />
|