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1 Z 3 4 5 <br /> � ����'� �����ii � <br /> WALL SCHEDIJLE NpTES. � 9'-9112" 8'-3" 2'-8112" T� � <br /> �� EXISTING EXTERIOR WALLS . MUD-SILL PT. 2Xb w/5/$"�x10" ANCHOR BOLTS @ 3b" o.c. ` � <br /> � EXISTING INTERIOR WALLS w/GALV. 3"x3"x%4" PLATE WASHER � � — — — —— — — — — — — — — 1 <br /> — a- - � - - - <br /> r-----� EXISTING WALLSTO BE �� � ' � , a .. "_ , a ,,. a.. ^:� <br /> L----J REMOVED • ANCH(JR BOLTS @ 24 O.C. � I� -� . . : . . . . a .. — �-�- — — T — — .. �,� ;� <br /> • IF ACTUAL CONDITIONS ARE DIFFERENT THAN NOTED � � ' � � T u a � � ;� � <br /> �e� NEW FOUNDATION WALLS �p,. • �,�,�.ti...��.._.,�o�,...��.,�..�a�,�,e.���.�,�e..�,�L , ,�,.� <br /> s��THICK FOUNDATION WALL.DRILL&EMBED#4 OR SHOWN CONTACT REED &ASSOCIATES <br /> d BAR MIN 6"INTO EYST.FND WALLw/SIMPSON E N G I N E E R I N G L L C. & G E N E R A L C O N T R A C T O R I I f` �j �I �*'��• •� - <br /> EPDXY IN 3 PLACES EVENLY SPACED w/MIN 6" ' _I I I <br /> INTO NEW FND WALL � ALL SECTIONS ARE TYPICAL &SH�ULD BE USED AT ALL i, ;� ' <br /> NEW EXTERIOR WALLS SIMILAR LOCATIONS � 4 I � �� , J <br /> 2 X 6 STUDS @ 16"O.C.7/16"APA RA7ED I °� �'�� t �"��PROJ�GT1pEt�[��1 ��p�{"�� .� �:'�.: <br /> EXTERIOR SHEATHING NAIL PER SHERR WALL +� ALL ISOLATED PADS TO BE REINFORCED w/ �4 @ 8"o.c. �a : 1 I ; 'i) <br /> SCHEDULE 1/2"GWB INTERIOR R-21 INSUtATION „ I <br /> _ _ E.W. 3 F R O M B T M. O F F O O T I N G = ° I t ' � <br /> : NEW INTERIOR WALLS � � ' �I <br /> 2 X 4 S"R.JDS @ 16��o.c. �iz��GWB INTERIOR • ALL FOOTINGS TO BEAR @ MIN. 18" BELOW GRADE ON �" I� ° � � P ' <br /> BOTH SIDES NATIVE SOIL (N� FILL) 2 PLA E s°x� ^ • EP P � �I ���; 'I <br /> O C S1 8 x12 DE ^ � � JI <br /> / i N EW HALF WALLS PAD w14x PT PpST � <br /> Z X 4 STUDS @ 16"O.C. 1/2"GWB INTERIOR �` .` � � �. <br /> BOTH SIDES wlSIMPSON CCBASE& 3'-1314" 6'-2" 3'-1314" , ' � ( °� <br /> CCCAP �. ,. � I °,,I <br /> � � VIEW FtIDGE AQDITION <br /> CRAWLSPACEVENTILATION: �- - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - ° �I �° I <br /> CRAWL SPACE AREA = 365 SQ FT I � � �;'; � 1 J 4X8 P ,BEAM� l � �c ( � I <br /> i i i� � ) <br /> REQ,�D=365/�5Q=2.�� S.F.= 350.4 S.I, � � i (� Zx8LEDGERw1GALV.DR � I I f� ^ ,� �. <br /> V�NTS REQUIRED� 2.43/.51 = 4,8 VENTS REQ'D. i ,�____ � ; � caP�^f�GALV.LAGS F LL I f � � I� { I �I I � �� <br /> �� n I� Z ?Jc PTDE KJOIS S I � � <br /> USE(5)7 x 14 SCREENED VENTS @.51 S.�.net EA. I --� ; �� PENETRATION @ 1 o.c.2 � � � � � 16`o.c. ' ' ' ' f I I � �I ° <br /> (2}VENYS FRONT&(3)VENTS REAR � � � ��. _ = Rows sr GERED � I � Q� � ' '� <br /> * �� I I I � �il - ( I ( I 1 � I I �. I I� + ,�� <br /> VENTS MUST�E LOCATED A MIN.OF 18 FROM FOUNDATION � �J � r,;, � , , , , , , , , , �, I ! .; ;I <br /> CORNERS,EVENLY SPACE&�OSITIONED TO MAXIMIZE � II � �;' --� — -�- — —I—--� — -�- -I-- —LI—-� � � �_ ' � <br /> CROSS VENTILATION � , ;�I � � �e;� �I <br /> � � , < a_ <br /> i ir=— -_,? �.a i i� <br /> I � � � I i i� <br /> i i; ;� - - — � <br /> I i i'i ; � i� l I � i� <br /> I �� I li: � ' � � <br /> � � i,i �� ( . � � � � 6 il <br /> � � �� i� _ I - � - �� �: i � <br /> � �' li - - - �_�____ ___ I II <br /> � ------- -- --- ---- � � �; ` � -_---- -= � I ,I <br /> -- - -- --- i — ---� �� I[I_7 , i - e <br /> I L'J <br /> C I I i i �� � - - � F- - - � � I : I � <br /> J ; <br /> ( i i � i i ' — — — � — -_---� � �. �I <br /> r J � � � <br /> � --------,� � i �----------� - F- ---- SLAB-0 -GRADE I <br /> i i i ' �,i � ' I 4"CONC.SLA6 ON � Q. � <br /> -- - - - - � - - <br /> � _ � -- __; 1_ __ � i = � COMPACT BASE-314" I, �' <br /> � C— -- — --- ------ � _. <br /> - __--- ---... ------- <br /> -- -- <br /> i SCORES AS OWN SLOPE � � "' <br /> ( ( - - - - � ---- _' � MIN,11 "=1'�" �. <br /> � � _ �------- ----_-- i ( � � C <br /> � i i I � °� ° i I �� <br /> I ii ' <br /> . ___ ' _____....___J_L ..� _ _ - <br /> �_..__ _ <br /> ..__-_'__ - - ul � . 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( • �I - 'PERMITAPPL�CA ON g <br /> . <br /> I C-_ �� a � � ... ____� ._ • , I � I <br /> _ -� - I BIDpiNG <br /> � � I - - - - I ��_._.. _ •. ____.,_._._____ ; I ,I - �CONSTRUCTION <br /> I - � � ( � '' c.___toTd.`� ,-�._. ._ -- _..�. �_____� ° F. -- I <br /> � — — — — — 'i . � r ..a�t cf���s_T ;I _ =.1 <br /> iI �I �� � . ,�:,-n�� T:,.� ,, �' ' ,I <br /> � — i ; — � — — — — — ' � - I � � � ;. .��:,:t��-��s��. I� � ;� •- � <br /> � ; i �� �� � ��_...._._._._„ _ � }.i(1 t Jfl�T T�' � I. � ) -- <br /> ( � ! � .___--_ _--.�.._._-- .�._.. r 'i �� - <br /> �� � �� � � z�L(','!'G�SZt°) I a;l � - � — <br /> I <br /> � � i i i _ — — — — — _— — — —^� � � � c�,;�6�/h4'SQ.\�)!n,'rt1 �. i< �I - � <br /> — — — — — — - - - - - - - - - - - � � � .14.L�.I2ll 'I-ii�r� ; �;; ', t� <br /> r t � � �:. � i Sil <br /> '� � � � I � � I I � + - `c� `� if�1�f `�`�`�(7I_`;r?( '_ _ , ,I I PROJECTNUMBER: 116.28 <br /> ��'0 ''-'��'""� a� I I I' i �I APPROVEDBY: � <br /> c*�ri N �� I � I PROJECTDIRECTOR: � <br /> I I I I I I 1 I I I � 14"X 7"Ci WL SPACE � r I ,1 I 5 �� PROJECT DESIGNER � <br /> _ 4x8 BEAM _ 4x8 P BEAM , VENTS(5j PLA ES PER IRC � i i� CHECKED BY: � <br /> t� SE TION R408.1 � •( �= i � JOB CAPTNN: � <br /> `\��..'�� 'r✓�/'i� N I L — — — — — — — — — — — — — — � �. I� DRANlN BY: MAS�MAS <br /> 8 LEDGER wI GALV.DRIP � ° —r — �° ' �° iI �� <br /> � <br /> (2}PLACES18"x1$"x1Z"DEEP �• =-^�— '= -- - - - = - - - - - - - -^—�°— = — = - - <br /> CAP 2 �GALV.LAGS FULL <br /> A PAQ w14x PT POST PENETRATION @ 16"o.c.2 <br /> wISIMPSON CCBASE& ROWS STAGGERED <br /> CCCAP 6" 7'-3112" T�112" 8'-11" 4'-3" 12'-3" 4'-3" T Z R P S E D A <br /> _ FOUNDATION PLAN <br /> 24'-0" 12'-51l2" ,,20'9"-�� <br /> ) �I, ���� ��� <br /> G-� ' �� ������a�,�im��l���.s�a``3.��:� ����i����� nyVi�. i� a _ <br /> PI�C�POSED FOUNDATION PLAN � _ , � , r� {���� ������� �������� <br /> � 1��z �t�-.��s �r�� �-�� ��� ���� ���,�� <br /> i�4�� = i�-o�� �li��i� �l������'�� ��' ����'����� � � <br /> . 1 2 3 4 5 - � <br />