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� <br /> 1 2 3 4 � � � <br /> � ; � � <br /> NOTE: 150'-0" N M;N °' <br /> PROVIDE TROWELED CONTROL JT. <br /> ' � v;r�:c%� � <br /> AT ALL CORNERS OF CLOSURE ' ` ` <br /> POUR AND AS A CONTINUATION 50'-0" 50'-0" 50'-0" ; ' <br /> _ - - - - - - - - - - - - - - - - _ - - - - - - _ 1 - <br /> R 1.1 OF ALL SLAB JOINTS � � H 1.1 � EQ EQ _ ' 6" � J ; � <br /> A ; ,. � �� ; ,� . � SIM � 0 � A-1.1 � w , <br /> A . �., , ,� » � � <br /> - - - - - - - - - - - - -�- - - - - - - - - - - - � - - - - -1 -6%a�� � ��a w� H-1.1 � � H-1.1 W"�Q -� -63�4" I � � • <br /> � � � � � � - - - - - - - - - ;- � A-1.1 �.� F-t.t I ;� F-t.t G-1.1 _ �� � �, z > <br /> _1.___�_._ _ _�....._ _._.___ __r.._.r..�j. ._.... �.._.�.. � ..__.....___.. _.��..�...� _._...�..�..___.___�_�_.___..._.___._� - - - - � - - - - - - - - - - A o. � <br /> � , � <br /> µ��� � f , , � J SEE MEZZANINE -Y _ . �-- , -Z � s i L <br /> I <br /> ��� I � � 3 ' � HDU-4 ; FOUNDATION PLAN I � W� �_ r � �. ' � �_ �_.�.� c� F6.0��-� -�-----T : - -s �-- --: - F6 0�- _ __ �______ � �'c.a � � � w <br /> � � � I � � C.S. � � � w � �� FA � � w.. C.S ,,� ���� ; � <br /> �._�._. ____.__w rn._. �_. <br /> , THIS SHEET � c� �. <br /> _ ' �.-.1. 1._. • �i �' � �� _ ... _ _ _..... ��_._..._._________ � . <br /> � � � _._..�u.._.__�______._._._.�_________ __ _ � ____.�� _. �__�.�__�.��. � L ._._____.___ � ._.__� . : � <br /> � -,i � w Z <br /> � <br /> I ' i ; siMj �W 2 I � �� �� � �� � c.s.. � � I I I --_`__ __� S � �3 i � � � o 0 <br /> 1 � � � � 1 � �j � ? W '��Z <br /> � � � , S.J. � � I = S J <br /> _ _ , » _,___ _�_ .....r._..-- � <br /> � 1 <br /> _ � � , > <br /> o I � � � � 3 _� � � I �.__ . �.___ �.__ . _.. ___�___.i ____ __ .._......_.�..._ ____.._____._.._.... �..__..... � F' � <br /> __.__. _.______��_. <br /> � j <br /> _I ; � ; � 3 = THICKENED � N I �_._,..�_.______._ � �; � -�; L � - ��__ ��,.. � `:. I ' [ E Wr^ cwi� 0 <br /> M 4 jj <br /> '^ `^ '^ I '^ '^ I # <br /> E V <br /> W - � O <br /> 3 ) <br /> I S 1 <br /> I V/ V/ V/[ V)� V); <br /> c.� ` � ; � SLABI I � N 1.1 I � � E J� �� � o � ° z � c� <br /> : <br /> � <br /> _ , ; : <br /> _ � ; � _ , ' _ <br /> .;._ __...W..�. _._... _�_....� _...._ ___.._. . . _.._...._ __._._. _ ..._.�._._._� _._.... . _.___..._ _ -- f <br /> . f ; r �� � �. . �.._.. __._._ . ..__.. . _.._ _ ___....__ _._._._.._��__.�_�_�.. �______Y._.._.__._ _.__....._.._._ . __ _.._. .. . ....... ___ _,. _..__._... I � � � ° � � : � � ` A-1.1 � [ o w'� <br /> _ � � � � ' � - - L. � ! S.J.� , 3 -- - ----- ' __. � �_ _ ._�_. ' __M__ _. . ` . ___.._ S�..... ' __.�. o � � >'���� <br /> �. z i � . --�..--��-��- � � °�_ _ -, � ;_ �_.. _ , _,_ _ <br /> I � w � � � '� � w o - - � 3'-0" �- - -��- -� �-�-�- - - - - - ����-- - ;�- - - 3 �� _�� �� � = m � ° <br /> _ _ �: _ __, <br /> > ! o > > I -1.1 2x6 STUDS C� ; I � ' ; ' , i ' ' �` <br /> ; � ' <br /> } <br /> o � <br /> � � u� z I ; - � CONT. � - � - - � - - ' - ' � � . <br /> , , � �, = o �, „ � » , ; _ � � - - � - - � -�- � , ; E ; a o <br /> � �� o � �- mQ � o � E �� o � o � F- mQ � N-1 1 16 o.c. ON 1 -0 FTG. � � ( � � �€ � � � <br /> : <br /> ' � • � _:. � � � � • THICKENED SLAB � ; ( I � � `` ; cni i I <br /> i <br /> � �_o z , , z �_o � 2 6 STUDS C�? _ � £ S J. �' I � +�' � -�- S � I <br /> � ; ` <br /> �- cn � w s w [ cn- � N-1.1 ( ._�..__...� ....__.� . ____�__. _..�� _ ,. ... . _..._ �_ _�_ 3 4i��._.��_�__e_ 4__. . _ � � <br /> cD Z f- a Y � � � Y (D Z I- n e n � J � �_ A m� e �A � �- � + <br /> _ I � ...__�.__.��_ �.__��_....�.._�..�...��..��.,..� ._o� _ _.I o <br /> � � c� cn � ovm z � � o � m � � c� c� 1 o.c. ON 1 0 - � i� � 1+ I � � � �� t j � � [ ! <br /> I x -� p � � g # � � � '� I g � x � T ICKENED SLAB � � � � � � � � � , ' � � � cfl <br /> � - c� � Q -� � � �n R 11 � � � ;- � v� � Q � 2x6 S UDS � � � � I ` � � ,�,�' ; i � � �� � I �,r� o � � � <br /> i� � € � � <br /> - - - - - - - � � �- - - - - - - - - - - - - - - - - - - - - - - - - J � C� 16'o.c. � ----� - � � � � � � � J ' � � � � <br /> _ - -m - � - - - � - - - - - �� - - - - - -`- - - - - - - - - - - - � ;'�� I � � `, � � �� ; ; � r � � c� '� � � a <br /> -- S.J. ' ��� � S J i � o c� �' -� � M <br /> � -1 , � ALIGN WITH C-1.1 � ��__ � � , _ _ . _._� _.�__ ___ _ _ . _�.___ ��_ _�_ ,_�_�_- - - - . �, � � <br /> � N�1.1 � N-1.1 � N-1.1 � ---- � � _�� 1�-�.�� � � - z __�_ ___��J � � o <br /> ._ <br /> � � � � JOIST ABOVE) � 3 � �J ' � ; C-1.1 <br /> � � �a ; <br /> » F6.0 � ' � ' F6.5 � i i F6.5 � }�. � �� F6.0 � o <br /> I ; 3'-0" HDU-8 (-1'-6%4�� ? < � ` ; � ( £ �1+� ; � -1'-63/4��) •°i� o0 0 <br /> I € � THICKENED� I � THICKENED SLAB � �_ _ _ � _ _ € �� $ � f ; E �� i � � � � <br /> N N <br /> SLAB � S.J. I S J I � v o �r <br /> � � � �_ _�_ �� _._�.. ... ....... ..�__ _.__._ # _...___� --_. _._. .._ �.....__._.��_� �. _, , , __.._ �_�_._.. � O � � �O N <br /> � � 2x6 STUDS 3 � � � � ' � ` .� �� � o �n � <br /> � _ � �� <br /> . <br /> , „ 3 <br /> ' � � <br /> . <br /> , <br /> .__....._ � ....._____�_.___.__..._ _.�..�._... ..�__..__..�_. ... __ 2 0 � <br /> I <br /> �._w_. <br /> � , � , �---,�� �:-�:-,___ 1 M EZ ZAN I N E � � � � ,�� � ; � ; � - - � � � . <br /> ��� � � NT = � ` E ' � ' 3 " ER "�'.� <br /> `� ' ' w I � P-1.1 �� = S.J. � ; _ _ � _ ` __� _� � .._.___._.�..� _.� ____ ' .._��.. _ _. ._ _., _�. __. 5��� ' �I y��`' ��'`��'� <br /> i � � > � �.__._��_.____._._._�.�________._��. �_____ __�. ;,_ - _ __��. � � ,, <br /> � � � � . _ � � � N FO U N DATI 0 N P LAN , ; �_______�_ �_ , _ �_ � _� o � <br /> � I � ! o � m �I � ' � ; ; � � 5'-0" "' -, <br /> � � z I �_o � � � � SCALE: ys,�_�°-p�� � � � � � ; ; s .� .��y. <br /> ' ; i � ? � CLOSURE d '►'�s ` � <br /> � w � v�- � � HDU-8 � ; � <br /> � L [ o v m � � CO � n � NOTES: 1) TOP OF EXISTING FLOOR SLAB IS REFERENCE I � I S � ' ��� ; � �� ; ! � � ; � POUR <br /> � � N Q Q . .� ..._._._.m._.,._. . ,..�....q._........._..__._....., m , a �- ...._.......,. ._.. ......,,,.,,,, . ,,,.,_, .....,........�._.._.......� (� � <br /> , . z � ! I DATUM 0'-0" . ; __. ___ � �� �---____..._ �� _ _ . � � <br /> � �- v� 0 ��- � � ..�_._._..____ � �. _�>_�1���(��f� _._�___ � p cc <br /> B - � - - � - - - � � I � � � ��+ ISOLATION JT. ( ,�0+ � � � � � o o � � <br /> 2 SEE ARCHITECTURAL DRAWINGS FOR ALL ; ; � � ,Z, � � � ,Z, � � � � � A-1.1 z p� �,o o �° o �' <br /> ° ) � A-1.1 � ' � ��' i (TYP��) t c�� i f l � .��n � � � <br /> r � N-1.1 �ER � _ � R�1.1 'i' DIMENSIONS NOT SHOWN. ARCHITECT TO <br /> � i �RCH. w � ;Y, I � I �� i �� � x H w .���, � = w <br /> �- ,� � � vERIFY DIMENSIONS PRIOR TO CONSTRUCTION. I 3 S.J. ° � � �.__ ___; .._.. ._ _ � , . ; S� . ..,...._._�. - - - W a W ��°'�' � �3 �' <br /> � TYPICAL FTG. REINF. _ __ ...........___ �___� _ _ ._ _._. _._ __ �� ��_.._.... __._ _,_ _..._..._ ._ �_.�_�. _._ __.. _._ �_.__� �_� .,_. .. �, <br /> � <br /> � � s � ' � � a � Z v� p►n � ��� <br /> � ( � - - � ; L ` J L = J i � � � . <br /> ; 3) �DENOTES PLYWOOD SHEAR WALL. HDU -� � � � E'' � �-+ ��, o � o <br /> DENOTES HOLDOWN. SEE SCHEDULES BELOW. � � � F6.5 � F6.5 f � I 2'_0" x O Z `� ��. � T� <br /> � RAIN LEADER � � � � � � ' o,� � � � <br /> ��' � P E R A R C H. � � � I � , � � � ' C O N T. U 1 U W a.�� o �.r <br /> Q <br /> � • <br /> Q �n � <br /> � <br /> 4 ALL HEADERS SHALL BEAR ON TWO CRIPPLE � <br /> �, �P� �,+,� QO �, Q. > �_, � �._ __� s� �_�_.� .� _ e__ ____ _.��_� ��� ��.�_ _______.�_, _ � _____e �_ a__ ___� � �. �� �G. �� � o � <br /> � � ,,� tij � P� �-� STUDS & ONE KING STUD, UNLESS NOTED ( � S J r=, r v, <br /> 0 <br /> ��JD� h���p O� �0,,� �1 OTHERWISE. � � ; k � � ; � �" °'o Z � m <br /> ���P00�`'����+�` �J�O�'0�� 5) BEAR LVL BEAM ON 3 CRIPPLE STUDS. USE BLOCKOUT AT : G-1.1 �I � � 6" CONCRETE SLAB REINFORCED w/#4 � ; � � �� z c 3 <br /> L���,� y��P 0�' �� LOCATIONS PER �j I I ; S � � � 2 4 o.c. E.W., O N C A P I L L A R Y B R E A K & : � 3 � S � � o �,.��o �; - � <br /> 0 � � � � � �' -- ---� -� SUBGRADE PREPARED IN ACCORDANCE ------- � ._._. . _ �._ �.._____� W_ � ' I � o �,�n � -� �� <br /> � ��0�'� 6) LAMINATE ALL KING & CRIPPLE STUDS WITH ARCH., IF REQ D �� ° � WITH SOILS REPORT. PROVIDE VAPOR � ' �� � ��^ �� � `� <br /> � , � i � i ; ,n � � o�o �n <br /> 2 ROWS 10d COMMON (0.148'0x3' LENGTH) I I � � BARRIER AT LOCATIONS PER ARCHITECT. � � ; � ; I � Q € <br /> 28'-0" � 4"o.c. 7Y�"P.C. � � , � 3 � � 7Ya��P.C. `%�a � a <br /> I I P/�,NEL � � ' <br /> � � � � � � � PANEL <br /> 1 � I , S.J. � _ _ __ ____ ' __S� __. � <br /> ��_ �.�._..._ �� }._�......__�._��� _ .��_._... �...... . _..�__... <br /> � <br /> � i � ' � +•�� _ __.� � � �a a +��, _ _�_ _� � <br /> t I <br /> P.C. PANEL �..�._.._.__. � f £ ,�O f , ,�O I7 <br /> I I I I I ` i �� S r� ` ? � E I 7/ <br /> ] ` <br /> � � � � r� � E �-�- � � ? ? � o <br /> � S.J._ <br /> ��__.� _ .____� � __ � __ ._� _ ,��.._____ �_ . �� _ �_ �_ , ,�� __ .__� __ _ �_ _ __� �_ S � _ _e�� - - - o p <br /> MATCH TOP FTG. � ; �_� � � � , � : o <br /> REINF. THUS � � 1 ' E F6.5 F6.5 � ; � ; "� � <br /> P.C. PANEL ` 5 -0" _ � G-1.1 <br /> , ,> JOINT LOCATION � CLOSUR I, � ; ; � ; ; ' I <br /> 1Y4'�'s SOFF CUT � PER PLAN N � I POUR � � ' � � <br /> M EZ ZAN I N E �°'N� �SEE � � <br /> : S.J. �. _..�...._.�. � __� �__�__ _�_ ___.�._.�. .. � � ' � � S.J.�._..�____ <br /> . �._.._ ._.._ �_.� I <br /> I � .......�........_...._.._.._.� _�_. � __, _..�_..� m..__ .._ � I z <br /> STRUCTURAL NOTES) � `O ___ T � � [ � i � <br /> � CONC. SLAB o � CONT. FTG. � � i ! ; i � � � <br /> HOLDOWN SCHEDULE _____ : 3 <br /> PER PLAN � - � O <br /> � r- _ I � � � � � j � � � �. <br /> - . <br /> a. � � . . � ` S J. ' _. �.... _ � �.., . ..._e. � ..... _...� . ..._._... _..S � .�...��..._..�. �I <br /> SIZE OF REQUIRED � � � � � � �� �-�------------ � � �-��-� ��� � <br /> � .._ . ..,......,__. ...g ,..... _�.._.��..n. �._.._.�., <br /> ._e_ <br /> ,.�.. _ _.__ �... <br /> � � � Q Z <br /> RAIN LEADER a I � I � � ? 'n � � W <br /> • ' .� • • F � � # i i ' L� <br /> MARK SDS2.5 SCREWS SIMPSON PAB SIMPSON PAB PER ARCH. d A-1.1 � 9 � � = j = <br /> THRU STUDS ANCHOR BOLT ANCHOR BOLT o ° ° o ; ; 6 <br /> THRU PLATES EMBEDMENT HOLD ����;� #4 EACH SIDE -I I 1=1 I 1=� i � � i � � � ' � � W <br /> /A/A/A OF JOINT -1 I 1=1 � I � � <br /> TO FOUNDATION INTO FOUNDATION 2" CLR. /�//�//�//� � � S.J. � �� � � I ' � S J � � � � � � <br /> ����������; ; �._ _ ._�_ __ ,_ �-� __..___��_._ _ . __ __� ��_ ____ _ ..� ___ . _ _ , _ � �/ <br /> 4" CAPILLARY 'V�/V�/V�/� ������ _ �.. __ �._ <br /> _ �+� i � � ��+� �....__.�� � � Q <br /> BREAK �//��//��//�� SUBGRADE PER I � ¢ I � � � ; ; .� � � <br /> 10 SDS Y4x2Y2 5 � ' � SOILS REPORT � � �,� � � � ���' � � � � <br /> HDU4-SDS2.5 THRU 2-2x6 /8'� 12' I li��I �i�� - �� � ��� ����� � � B ���j K � � � r ° � 1 � � <br /> � � . <br /> � � S.J. �� � r � � Q � <br /> , <br /> C0N TR 0L J0I N T S. J. 0 UT AT RAI N LEAD ERS ��_�_ __ _ _�_ � _ _. __ _ __ �__L J�__ 3 ___ _ ___€__ _ ___. ; _ � _�_L � _ . _ 3_ ___ _ � s � _ ;____� - - - � � w <br /> E <br /> HDU8-SDS2.5 20-SDS Y4x2Y2 �j8'>� 18" � l � ` � ' �}- <br /> THRU 3-2x6 3 " CONT. I ' � � � � F6.5 � j � F6 5 ; � i � � _�( `^ W <br /> �4 l ' € ( �, � I � �'`� �v <br /> P.C. PANEL GROUT (TYP.) � � S.J. � � � ', � S.J. � � <br /> ; ` <br /> � ....._.._,....,..,.W........................3 ..�,,.,,.,.._,,,,,,,_.,,,,...._,,,,_,,,,.,,,.,,,,,,,.,, .,,,, . 3.....,_, ..,_,_..,_.,,, '�.,,,,.....,...,.. _..,....o._.........,,,......_....,..,.. ......_..,....... . ._,,...,.,,, <br /> _--________�__-__.__________ �____�_.�__�___�. O <br /> �___.___._.. __ _ �__r____ } , z w <br /> NOTES: � <br /> 8 <br /> 1) DO NOT USE EXPANSION BOLTS FOR HOLDOWN ATTACHMENT yz"�x3'-0" SMOOTH JOINT LOCATION AS REQ'D � � � � i � ' � � � I �� <br /> � <br /> DOWEL � 24 o.c. G-1.1 � � � ' 1 S E ; o <br /> TO FOUNDATION. � " FOR SLAB PLACEMENT. ,� � � ` � ; � � I <br /> CUT BOTH ENDS MUST BE LOCATED TO (PER PLAN) ; � , ? � � I � <br /> 2) LAMINATE STUDS AT HOLDOWNS w�2 ROWS 10d COMMON WITHOUT FLARE & REPLACE A S.J. SHOWN �__.__.�.....�.�...��.�.M.m.�.n�.._ww..S.J. _�._,�... __...._.m__.�.�. ___.� _._. __�__ �..._._�_r...�..�...�...____ W. ......_ _. __ ___.__.. � __.__S � .�--.�...�. I <br /> (0.148"�x3") � 4"o.c. GREASE ONE END � ON THE FOUNDATION PLAN. �� � � ; � � � i ! � � io [(� Q � <br /> � � <br /> CONCRETE SLAB � E <br /> 3) SEE SECTION R-1.1 FOR HOLDOWN INSTALLATION. HOLD 2" CLR. � PER PI�N iI � � �� � € � � F�" � <br /> PER PLAN - � <br /> ( ) I � ; � E ; N <br /> 4) SPECIAL INSPECTION REQUIRED. � ' � _ ��._ � ___ _ __' S J. _ �_�_ .. ..______�.______. _ _ _. _ -� . .. ___.. __ .__ � _��. _.. _ -��?� __.. . _ _..,_S ��._._�..._......� Q � <br /> I l���l l l�i�l l l- �� _ __ � �_ _,��_.b__ __ _ �� �_ , i _ ��._ __ _ � � <br /> � ' <br /> d-' o o (-1'-63/4„ I ��1+ i � 3 ���+ ' � i ��`�+ i � � I A-1.1 U � <br /> oo� �o #5 TO MATCH F6.0 L � ' ; `Z`� ! `Z`� E ; � � J F6.0 O v <br /> ��'��' ��� #4 EACH SIDE CONT. REINF. ��-��� ' <br /> MEZZANINE - � �� � �� ' E ' <br /> REINF. PER PLAN �/�/� � __ - � STEP � 3 S.J. : ` f S J ' r N <br /> / �j �j � OF JOINT i i �-i i i- _._._ ...� ___._.�_.__ _.. _._.��e.� __ _. _,.�, _�.�� �_ ___ .__... ° ��. ._� _ y... . ........ . � <br /> (STOP EACH SIDE �A�j�Aj�A�j�A FTG - . + _ _ q � �� . � . �.. �_ �.._. €.. _ 3���. �-1.1 - - - � � U� � N <br /> OF JOINT) ��/��/V�/� CONTINUOUS i�_p�� ; L J � � � ��� J � � �� W � � <br /> S H EAR WALL S C H E D U LE �,��,��,�� ,. RE�NF. �nP., . ._ „ � ; F6.5 � ; � ; F6.5 ; � � ; � � � <br /> / / / 4 CAPILLARY 1 -6" 1.5 H 3 gj4 F � ( � � � _ � +� � -1'-63j4") Q <br /> SUBGRADE PER �/��/�\/�� „ �- I = ; � <br /> SOILS REPORT -i i,I ( I�i il I I- BREAK �h JOINT �µ ��� � ? _.....__ � _w....� _�__ ._ _. '........��'��S J � � Q � � <br /> MARK SHEATHING EDGE NAILING SILL f� � � ��._...�_�s.�.____._____._.__._____�_._� �€ _ __�_ , . ___ ,. ....�..___.__ , � � � - <br /> � B�K� AnA��MENT CON STRU CTI ON JT. C. J. TYP . STEP FOOTI NG DETAI L �� �� � �� �� �� � � �� �; �;�� �; ���� ' � �/ � � <br /> g � ,� I �U (�F (n (n (�i (�� N' (n (n (n (�' (�E �j, ( � 3 (� LL Q <br /> o Yz„ CDX PLYWOOD ,> 2x PLATE w Yz"� (-3 -63/4 � 3 � E r ; � � -1 -6/4") w <br /> � S J. .�. ___.__�... .. ___.�. E _.___ __. �,._ S J U) W W cn <br /> � � ONE SIDE 2x 10d � 6 o.c. EXP. BOLTS � 48"o.c. __�.._� __� e �_ �.�__.,.�_ _ , _�_. , _ _.__ __ __ <br /> __ _._ _.� � <br /> f { € � <br /> a STEP � F � , STEP � <br /> ^ #4 EACH SIDE FTG � � ' � � ' „ � - FTG � J <br /> � OF JOINT JOINT LOCATION PER �_4,_63/4„ � � � 6 CONCRETE SLAB REINFORCED � � � J � o <br /> � Yz" CDX PLYWOOD ,> 3x PLATE w�Yz"� FOUNDATION PLAN � ; ; � i w�#4 @ 24"o.c. E.W., ON � � _4'_g3j4 � Z � N <br /> o � 3x 10d � 3 o.c. » ' S.J. � � _ CAPILLARY BREAK & SUBGRADE � 5.�. = O w <br /> , ONE SIDE EXP. BOLTS � 24 o.c. ___ <br /> � FO U N DATI 0 N P LAN _____________� ____ _. __ �� ____ - � <br /> � #4x3'-0" DOWEL i ��i � � PREPARED IN ACCORDANCE WITH � � ; � ] � <br /> � � 24"o.c. P�R CPLAN B N A-�•� � � o N� � � SOILS REPORT. ; � � <br /> B ; V � <br /> � Y2" CDX PLYWOOD 3x PLATE w�Yz"� ; - � <br /> � � p E <br /> _ <br /> 3 3x 10d � 3"o.c. �� SCALE: ys„_�°-0" � � � ir��� { � � w 3 �� . � � � W I <br /> � O ONE SIDE EXP. BOLTS � 16 o.c. �___� C.S ' � ` Q- z `j z� _„ ; C S � w � <br /> NOTES: _ .._.. ._, .. _�� _ ..��� e<..._ _ � _ 3 - <br /> � a 1) FINISHED FLOOR SLAB AT ELEVATION 555.0' IS 4'_63/4„ �� r J ��� �.�� _._ � �__ . . _._. � � p� _ _ _� __ � _ �� � �,1,� � o <br /> , � a REFERENCE DATUM 0 -0" . �- - �- - - - -j= _- '� - E ___�- - - 3_ i- - - � (n U w <br /> � -- - ---- --- --- --�--- -- -�- - <br /> � a ,-- -- -- -- -- �---- --- - -_�-� -- - -- -- G z � <br /> � SHEAR WALL SCHEDULE NOTES: o 0 0 0 2 ELEVATIONS SHOWN THUS: '- ' INDICATE � � • � •{ f ! { •� � j 3 > m Q Z � Q <br /> � �- -�) A-1.1 I B-1.1 -� -� A-1.1 �:B-1.1 -�� �� �� -�� B-1.1 -�;� �� E-1.1 A-1.1 -4'-6/4') � <br /> � 1 NAILING APPLIES TO ALL PLYWOOD EDGES. SPACE NAILS Ca? 12"o.c. ALONG ����%� HOLD 2" CLR TOP OF FOOTING ELEVATIONS BELOW �_�,� i � � �� �, � �� �; �, �; �� i _ _ � J Q <br /> � ) �/\/\ \ i o� o� c� o o � <br /> � INTERMEDIATE FRAMING MEMBERS. /��j��j� � REFERENCE DATUM. i _ � � +� S J € +� ! i +� � � � .J Q � <br /> � , � ,� . � L-1.1 <br /> v v v � �me ._ � �_ _ _ ._ _� � ___ , _. �__�_�._ � � ; _ �._� � � <br /> o ���������� �-�.i , �+ �_- - , + ; � __ �,.. � �+ �_ _ �-- - � �+ � o o � <br /> SUBGRADE PER \�\�\� 3 BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE �' M-�•� � � ` � ' � ; I � � <br /> °' 2) NAILS TO BE 10d COMMON (0.148"�x2" LENGTH). �j\�j\�j\� » � „ I � SIM. � �-��� ��; M-1.1 9 �� M-1 1 �-�•� � G' M-1.1 `V w <br /> � SOILS REPORT // // //.� 4 CAPILLARY 1'-6 MINIMUM BELOW LOWEST ADJACENT F�},5 _ � F�4.5 : " = F4.5 _�_ �- <br /> �-,�\.�\.,� - - OPP. � �� � � SIM. x � SI'te2t � <br /> � - BREAK GRADE. - - �- - - � - - - �-� - - -- � �� � _- - �- , � _ _ w � � , <br /> 3) IF NAILS ARE LONGER THAN 2" IN LENGTH STAGGER NAILS IN MARKS 2�& 3�. � ' r '- ° ` <br /> � , -i i�-i�i- ;-- ---- ----- ---- --- -- --_- --_--- - =�_- - ---- - - - u <br /> " r 1 4) SEE THIS SHEET FOR STEP FOOTING & SV�B F4.5 � FTG & CO � �fG & COL . n � <br /> � 4) EMBED EXPANSION BOLTS 3�/8" INTO EXISTING CONCRETE SLAB (SPECIAL C LO S U R E S TR I P J T. ` C. S. J JOINT DETAILS. � 1'-0" 1 10'-0" EXTERIOR SLAB 1 '-0" 4 � Z <br /> $ INSPECTION REQUIRED). K-t.t K-1.1 J-1.1 � � � <br /> E I <br /> g 5) SEE SHEET S-3.0 FOR FOOTING SCHEDULE. , „ � � � � O <br /> � 16 -0 42'-9 32'-6 32 -9 26'-0' LL 3 OF 10 <br /> 0 <br /> �; <br /> � <br /> Y <br />