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� �I■w�■�� �
<br /> , Ytii�ftten dlmen�lona on this dr=awing shcall have.� prr3ceden�.e over
<br /> 5caled dlmr�nstons: Gvntac.tor� �}-�afl verlfy all dlmensfons,
<br /> c.onditton�, c:.tc., pertcalntnc� to the tntork before proceeding. �4�_��f
<br /> The Owner'must br3 notlfl�d of any varlatfons frorn- the �
<br /> _....__.-w____ __--- ------
<br /> dfinenslon5 analor �ondltlons SFIONJ/1 on thr��e drr�wings. Any •
<br /> such varfatlon 5hall be resolved by the Owner prlor to
<br /> proc�eding wlth the work, or th� Gontrcactor �hall acc.ept ���""��� , �� -� �
<br /> full re5pon5ibllfty for� the co�t to reotl�y 5ame. '- -- -'-"�-- -`"- V
<br /> -_ . --- . ...._..., , ��...__= '�� r;<r���J ... �„ . . .
<br /> �- -- - - - - - - 24X2 K8 GC�1�1G_ Q'��� l!j �� c J a ���' t_�., r��r
<br /> _ +(i
<br /> ' i�P�IJ / �2.) #'4 �.1'"d. -- � ��'� t�x °i a.J��T
<br /> ■ � �<`k' � t1�{fia7�i� �
<br /> FOUNDATION NOTES._ � � � � ;_ .� 4•��� �� -� � ;,
<br /> -a"� ,+" -�" r 3�th'�1'��s�b�"��'
<br /> 1. CONCRETE TO BE 5 SACK F�3000 PSI FOR .�s'`�` J� L._ ._� p 3 �i �+y!�
<br /> � � � � �r��r � �<,��
<br /> _ ����� � 4'+ . . . . ��,➢S�ki$. �„f� 7�'I�i2Y1+`�S.�i;,113 , .
<br /> 24X ul-X� GONG. ��,x_ .,x_> �,�,r�,..�,..� .
<br /> � WEA'THERING � 28 DAYS � � � � +•«�•��
<br /> 2. REINFO�tCING STEEL TO BE ASTM A-615 GRADE 40 OR � °`4d PaD ,�v ��� #4 �_�. � '° ..---_. �` �.� �-�x-�
<br /> -�.._.__�e�rFc�oraru�a���N�C
<br /> BE�ER 4" GONG. SL.A�3 ON � � 4' �����
<br /> - 4" GR,4�/EL �I1� ON =
<br /> 3. FOOTINGS TO REST ON 1500 P.S.F. UNDISTURBED O GOI��PAGT EARTH t°"
<br /> s�a�� '�4��'�T. � DETAIL AT GAR/�GE DOOR
<br /> SO�L '� #x4 S"Tt�B STEEL m
<br /> 4. MIN. CONCRETE COVERAGE OF STEEL YO BE: 0 � '��� ".�.. "'�`"' � ��-��
<br /> 4.1. 3" CLEAR � BOTTOM OF FOOTINGS � t"� �"� �;; � �
<br /> � w .•��PL?.TESD� jC2JP �5 U�5
<br /> 4.2. 1 /2 CLEAR � OUTSIDE OF WALLS �"'�
<br /> Q ��. ,-��
<br /> 4.3. �/d" CLEAR � OUTSIDE OF WALLS � � � I �� I I I I I I , �A���a� � r 1 �
<br /> 5. ALL LUMBER IN CONTACT W/CONCRETE TO BE _ _- - - - -_-- --- _ -_� - � u
<br /> � r - I- -�-�• -���. -{- -�--i- -E___._,_�__ _ ,�,. 2�4 P,1'.PI,AICt� �
<br /> -- P
<br /> PRESSURE TREATED - -=` I �___ -_ - -- i= _ _ __� -T � , , ` � �_ --, �- .��.� �
<br /> . (�� .
<br /> 6. PROVIDESOLIDBLOCKINGOVERSUPPO�tTS � j � �" � - - - - � - - � - ^ �"" � - � v - - - � ��- - ��� -� �! I j I I � ^
<br /> ?. INSTALL FLOOR DIAPHRAGM $ REMOVE ALL FORMS $ � � I � I I J � � � �� `
<br /> �., . . ...
<br /> 36X36X12 GONG. = L- + Cti �
<br /> WOOD PRIOR TO COVERING I I � P,4D wf �4� �4 �.w. m I I � .
<br /> �_ � ��
<br /> 8. FOOTINGS LOCATED INSIDE OF CRA'WL SpACE WILL � Q� I � � � � � ! � �"`' � � �"� �
<br /> BE 8" BELOW GRADE. EXTERIOR FOOTINGS YO BE 18" ' `�`' � � � - - - I � �� �«m�osc� . � �
<br /> � I � '1 I �� � 4� SAI�AE A8 4EYA�.BEt�YY �
<br /> -�'.."---.._
<br /> MIN. BELOW GRADE U.N.O. � � � (` ' � � ,�, � C/� N �
<br /> I l ' , I �
<br /> 9. ALL �OOF DRAIN DOWNSPOUTS SHALL EMPTY INTO A ,,_�,,� � I i �-+-- � � Q�y r 1 �' �
<br /> 4" TIGHT LINE THAT SHALL RUN THE PERIMETER OF � � # I I � f � GARAGE WALL DETAIL � v � � �
<br /> L- �- _J
<br /> THE FOUNDATION AND EMPTY IN AN APPROVED _ � � � I i I ��''''°' � � �
<br /> MANNER _ � I NOTE: � ', I �/� � �
<br /> - C- � I. 4 C.ONG. S{�AB ON V J � �
<br /> 10. P�tOVISIONS SHALL BE MADE TO PREVENT 1NATER � � - 4�� GRA�/EL �ILL ON I � �' e�� �ONG. Fol1NDATION ��L� � �
<br /> � GOMi�AG'I" EARTH. ""' ..��__�....�
<br /> F�tOM COLLECTING IN C�A1NL SPACES AND FROM � t � t � "'- �-''�- � �-��T, R-�"
<br /> I I � �AR MILRVAPOR ( I
<br /> LEAKING ONTO BASEMENT FLOORS - � 2. R-�o RIDC�ID �Ns. � , , I ���Xe�� GOhIT. GONG. �00 'IN�_ ; � �
<br /> � ( I PERIMETER � SLAB �` � `�` TY�'. � 2-�'aT f2Y � �" MIN #4 VERT. HC�{IKBAR �
<br /> ' �I_ _ � EDGE, 24" TOTAL. I I � GRADE � �. �48��.�.� CENTERED IN WAL� -- -
<br /> ANCHOR BOLT INFORMATION:_ � _ � � � _, � '� � _ ���,�, �. .,:
<br /> � � � � � � �T i� � . . .
<br /> I fi � - � I � � ��' d �� _-#4 HORZ. CONT., 12" MAX. .
<br /> 1. CHECK SHEAR WALL SCHEDULE FOR SPECIFIC � � �,_2 , � �, _��� „�_3�< < , � ���� � BELOW TOP OF 1NALL
<br /> ENGINEERING THAT SUPERCEDES THE FOLLOWING. ( � � '� -�� �-- ��- �� ! �� ry �'�I ;. �' FOR H>8' (2)#4'S IN TOP 12" li�
<br /> 1.1. %2" DIA.A,B. PER DETAIL THIS pAGE ,�� � � t I � I � '� ;.'� -�"' � ��� �
<br /> 1.2. EMBED MIN 7"� NOT MORE THAN 6' APART FOR ,.� � I � �o.�-� x�2 ��"�. I . I . � �
<br /> F',a,D L «J #4 �,vwi. ,,.
<br /> . ONE STORY OR 4'APART FOR TWO SYO�tY �4; � I � I ' �
<br /> A � � �.
<br /> 1.3. (2) A.B.'S PER PIECE MIN. �� � � I 1 i I = � � ��
<br /> 1.4. (1) BOLT LOCA�'ED NOT MORE THAN 12"OR LESS r� � � � ` r- -i � - - [^ -=� � � � ` GRAWt.GRADE � � 0��
<br /> THAN ? BOLT DIAMETERS FROM EACH END PIECE j � � I , I I _ ' I ' � j I "`�' ,��: `�; - _ � 0 6 cv .
<br /> FOR TWO STORY CONSTRUCTION U.N.O. ' C R � I � I � I � � � � 11� I I I I� � �� .��
<br /> � � � ' _ � I � ��� � �_ � fi� 1 � � ,. - C -II�.�.� ;�` �w��
<br /> 1.5. USE 3 X3 X�/� SQUARE PLATE WASHE�tS AT � � � � � � �
<br /> �°I ' I-- - - { �-- - -. _ _- -- - [�-�-�I_ � . : I I I -f I 1- - �,.,
<br /> EACH BOLT � I , � � _ a � : ! I� H W �'���
<br /> O I i � �z( . �-- --- _ _ _ ---U-- _ _ -- _ ! + � � ._: � �- I -' 0,--�4;--j:1�,�- ���� ,
<br /> ti I I � p� y�! � � � ! I 0 . . �' 4'-S' 20' � ��
<br /> � � � �� ����� � dt � � � � � --- �� ' a _8'-1 t?' � 24"� 0 �
<br /> � 4 ��,I I �.�, r g • ry
<br /> , �-, ��� � � -�-�� ,4Bv. 'T�' �-� � ! I . ..�: .
<br /> I � 1 � ; � (2)#4 HORZ. CONT.
<br /> , � � .
<br /> :
<br /> � � � � I � �� � 1 i I
<br /> FOUNDAYION VENTILATION: � � ' , ► _ __ � �� �r � � � , _ _ _ _ _ _ J � � 4
<br /> �- _ �----��--- - - - �--r - -- -�
<br /> _ -- - � �
<br /> ;� � `" � - .� � - -- � L � � F04TING WIDTH (V1n
<br /> x � i � �._ � . i �� � _ ._ _ . �
<br /> r- -��-��� _. .._ � �� � I
<br /> • PER WASHINGTON STATE AMENDMENTS R408.2 '�; I I I � ` -� � PRESCRI PTIVE FN D. WALL
<br /> _ (2J 2X STUC�S (21 2 X STUD I I
<br /> � R PC.A'7'�5 a PL A7�-5� I
<br /> Q; � � � � � �
<br /> , -- _
<br /> �
<br /> • DO NOT PLACE FOUNDATION VENTS UNDER SOLID "`� � � '- - - - --� I � m �,�,�°T��� � i � 1/2" - 1'-0" �
<br /> BEARING ;� � i , , BOLLf�RD i � �
<br /> --------- ,� �- -I- -I � v�►-���L� I
<br /> • FOUNDATION VENTS SHALL BE PLACED WITHIN 3' OF �� - � � I �'°``��'�� 1 � � -- _- -=- � �
<br /> ,
<br /> 90 DEGREE BUILDING CORNER ��,7 I I I I � I I ` � 1 � �
<br /> I 1 � � � I � � {�
<br /> 4" GO'NG. SLAB N "�
<br /> � 4" GRA�/EL FIL ON I ! I I I I �L1 �
<br /> GOMPAGT EAR H I � 4" GONG. SLAB ON I I � �fj°`� STUD WALL � � � � � .
<br /> �
<br /> CRAWL SPACE. = , ,
<br /> - � SLOPE I!4'/FT, I 4" fsRANULAR. BED ; � � f'� �
<br /> t *k4 STUH STEEL I I I ON TAMPED GRADE I ! IL� ' � ;�
<br /> 1. 18" MIN. C�AWL SPACE / R319.1 � � »" �.�. M�x � � I �LOPE 3�� To o.�+. DR. I _
<br /> , � I � � � �
<br /> 2. R-30 INSULATION IN JOIST SpACE j I ��'� � I � I � ----- 1� �
<br /> ��x�-x � c.ouc.. I -t- � FLQOIR JflIST ,..._ u �
<br /> 4. 6 MI N AIR SP CLY VAPOR BARRIER ��n r�} ��- �.w. I � � � � 0 FINISHED GRADE� �. � � �
<br /> � �- -) � _ � N �. -:. PEFt PLAN � �
<br /> E AT BEAM ENDS , -�� � ; I � I I I ;,
<br /> � I #4 HORIZ. CONT., 12 MAX � � � �
<br /> . ' � -� I i � r � � I � s BELOW TOP OF WALL � � �
<br /> I I � , . :
<br /> GENERAL NOTES._ ���� � , , , a . .
<br /> �} w -� � l� �
<br /> K I I � a -
<br /> t '
<br /> � ! � � � � � � �
<br /> 1. ALL HOLD DOWNS, FRAMING ANCHORS AND � � I �� � I ' � j �
<br /> SHEARWALLS MUST BE INSP'�ECTED BEFORE � � � � �-'� � � w ` � � 4� � -.
<br /> �� .
<br /> COVERING I � � 1 I � � fl �Q
<br /> � � I I � C� �� � �
<br /> 2. PROVIDE SOLID BEARING � BOTH ENDS OF ALL �oX� u��2 GONG. I � I � � �� '` #4 VE_RT. HOOKBAR(r�3E�"O.C. �
<br /> PAD C�) #4 E,YV. , '� GON"f. FC7CJTlNCs I '
<br /> BEARING BEAMS AND GIRDERS TRUSSES TO THE -- � a � o.+-�. Da�� I � � ;: CENTERED WITHIN WALL
<br /> � �� �-- -- - - - - - - -- -- - - - - -- - - - � � a�
<br /> , I I . . . c.:►rate: os-os-�4
<br /> FOUNDATION � �p�� �� ��.,� _______ � - � �, �- :.� per�mtt:
<br /> 3. UNDER F''LOOR INSPECTIONS REQUIRED PRIOR TO � '� '�LL � --=- ��-==m-- - -_----- --� =-l-=_-^_ --- --� - - _ '�'�ll_^��'^'-- " ' ���� ' � , r�:�t��on�:
<br /> INSTAL�LATION OF ANY FLOOR SHEATHING OR � - --� n� �CJ �,1 ��'�� � ��° -FO�TiNG FO�TINGT io-o8-i4 �
<br /> DECKING �Qo� � .V �` m���: . oEPn� wiorH
<br /> r r � �,►�„�,� � ,� :� � 10�_�2� 2�-a" ` dt^e�v�iri � : r���
<br /> , , : .-�. GI"i�:G{CE'i� bl�:
<br /> , �����i���^���s���:� �'.�.��.������
<br /> � �`F�" Gc�-�'� R..o. � ,`�-, ,� ����6� �6����I�� �t��l����� MIN.�3�#4 FOR- �F� �����
<br /> _ __- -- ��� iV�� ���.�� 2U" 8�24 OOTING
<br /> s�-o�� ���-o��
<br /> -� -------- - -- ------ - �����'����� �� ����'���� FOUNDATION EXTENSION
<br /> �4F ��� , � � -
<br /> - TO SUITABLE BEARING
<br /> �----- -- ___
<br /> �.___-�
<br /> � o�
<br /> e 'I/2" = 1',-0.
<br /> � �
<br /> SHEAR NOTE: HOL-DOlN1�1 �GH�DUL�
<br /> _ _-__
<br /> I. �X M,�.�`��RIAL �.AN �3E USED F�?R NOTES. MARK NOLDOlNN1 ��5��!y�RS 7'0
<br /> ALL MUDSII._I.�S STi2.L��' C2) STUI�S IY11N. U�N.O.
<br /> z. SET A DOUBLE zX STIJI� BEHIND �LL INOOD IN GONT.AGT WITW GONCR�TE
<br /> SHALt_ BE �'RESSCJRE TREATED OR GEDAR. T--I STHG7I4II4 R..I �����C�C��-���
<br /> EVERY STHD14 F-t�LDOWN GALLED OUT �__��_ ___ �_..,_�
<br /> ON Tt-iE FOUNDATION PLAN. SET HOLDO��tN PRO�/IDE �RAI^�L DRAIN � Lov�t �oiNT
<br /> J./z" MINI3�UM A1�1AY Fi�OM WALL GORNERS, �N �R'°`1�lLs�'°"�"e. T--2 1�1ST48 (�4�--16d
<br /> }�EIhtDOW Ah1D DOOR HEADERS. IT IS IMPORTANT SOL'iD BLOGKING u�vr�er� A�.�. ��,�R.I�v� Yv,6,L..!_s.
<br /> ,._ ------ -
<br /> THAT THE F=OiJNDATIOP�I Gp1�17"RAGTOR HAS THE T-� MSTA�� (26.�-IC�d �
<br /> SLOPE AE_L GONG. STOOi�S AND/OR PA"f"IOS
<br /> MAIN FLOOR PLA.N �f-fEET TO PROPERLY 3t4�� PER FOOT A!^!AY F°ROM DOORWAY"�.
<br /> LAYOUT HOLDOI�lNS. T-4 MST�48B�
<br /> (�f3)-l Od
<br /> �HE F UN�ASION�ES A� PR�) I/z" BOLTS INTO `, aefar�iN� �y�,L1� P.�ove __ .rr.......� �
<br /> .
<br /> �PER FIX FOR � �� � -��- ���j �� �����}
<br /> A MISPLAGED STHDl4 HOLDOWN. = GENT�R LINE ' y `T-'� ���8 �C��- ��4
<br /> �
<br /> SEE SHEET L-I �OR SHEAR 1NALL SGHEDULE �O U I �l��T ! O I �i I �� I �l
<br /> SEE �ENEF2AL NC�TES SGALE: I!�" = I:'-�"
<br />
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