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_____-- -___— ---_ ___ __-- - -- __. —_ _ _ _ _ -- --- <br /> _ __ ---- <br /> __------ ___� <br /> �—FOOTlNGS & P05T5 TYP. _ � Y� �,,:_. � � �� � ;� � <br /> � �� --( //J-- �7 %✓� Z�cG ��f./Lrc�rz.. Gr.tq�[.�' �� �' �� <br /> R-15 INSULATION °��? r ��:,�-��,r.��� ��. .� r...� ���.�- �'W � Q � a'�� <br /> s <br /> ��� � FINISH SIDING z - � <br /> � � <br /> ,_ , , � � <br /> � � � � �� <br /> o � <br /> o � <br /> � <br /> � � � � 1/2 GWB W/PVA SEALER � , � <br /> /�TTH ` 4X8 BE�M O/15# BUILDING PAPER � a, <br /> � - � �, I T AS PER PLAN I-JOIST OPTIONAL �I Q � � �� <br /> � � 3 %� T OI T5. TYP. '� � O/1/2 CDX PLYWOOD FLOOR JO S ( ) ,� w , <br /> 2X6 P J 5 � � _ <br /> � '�� --��. � D E GK ��� � O R OS B 2"X 6" PRESS U RE TREATE D S I LL PLATE '��� �������� ___ _ � p�� <br /> ���� �wEn�E � \ � �� � �� '-� � � �I GALVANIZED ANCHOR BOLT,3"X 1/4" SQ. � � � ' <br /> '� EX15T 25 -11 X 8 -1 �'2� , , � z . <br /> �3 ' �� ' Ne�,u fo d. starts here. 209 5Q FT �,:� ! WASHER 3/4" T&G PLYVi/OOD ! ° <br /> — - - — � - - - -- - - - - - - - -- - - - - - -- - -� — — '' ' <br /> r ' /� R-38 INSULATION GLUED & NAILED °' <br /> Ob 206 206 206 ZObV� 20b 20E 206 , 206 206 20b , 206V I j � F V'1S H'N� & � � <br /> ( _ _ - - _ _ - - - - - - - .� —_ _ _ — _ -- - - - - — -- j ', u1 <br /> � r- � � � � I WOOD TRIM (OPTIONAL) ; o <br /> � � � I I I I I I <br /> � � � � � � � � 6 M I L POLYETHYLEN E � <br /> ;._ _ � <br /> M L I O N 00 � <br /> - I � O/ASPHALT E U S Q <br /> � � - I I I I �. NEIN FND. Y�lRLLS FOR 2 X 61N�LL w <br /> ��xis-r. � � I I I I � 1 i ' � ILL SEAL I z � <br /> ' \ 5 I I I I � z ° w <br /> I <br /> — � � <br /> �� � � � <br /> �- - � � � �� - _ ry GRADE � _� 1- #4 REBAR CONT. � <br /> + �i� NG UP TO GOD� FOR FLOORINC� � � NEW � UNDA�TION FOR SHE/hR W,hLL YENT � _ �!, <br /> � __ I I ; C° � -� �� ONT. WALL .� � W <br /> � � ( � � ( I I � � 6 6 � ,, RIGID INSULATION TYP. i, � <br /> �- ;/WEDGE � �� 4x PoSt�,, ax4 �5 �, 4x?28e4x4 S q,_�„ � _8 � _ � . p <br /> r- S -3 �'-5" -- <br /> , � � � � � � �, 6 M1L BLACK POLYETHYLENE _ <br /> � �\ 3 �4 x 12 doug fir � � M = VAPOR BARRIER LAPPED 12" - W <br /> � � � � � �I I I x 12 doug fir typ I ry � Z � CV � <br /> � � � � � ► � X1 �IRB O I1�� TY�'. _ _ , ' � o ' Z <br /> � � � � � � � _ _ � � <br /> I I �- — ists t I I I I _ - � - I I r— —, °�° � 8" ', I -- - <br /> , <br /> ��b t � � <-- 2 x 10 hem-fir jo , � � �, �2 x 10 hem fir joists, typ � � � � , o o , �� , <br /> ��_�� „ , � I I I <br /> , <br /> �Ex�sT.' 1 I � � I I I I � I I I I ; I CLOSED DRAIN � � 2- #4 REBAR '' o���� <br /> �5 �' � � � � � � � 4 x 12 dou fir t . + � � � �COVER WMIATER CONT3" UP FROM BOTTOM ' � � ' <br /> 9 yp I I I i <br /> � <br /> �_� � d /''�� � � _ _ 1 _ _ — � /'�� I ! I I m '� '�,LEACHING MATERIAL 4" 4" 3" IN FROM SIDE , ' ' � �� <br /> m - - ( / \ x4 Pos 4x4 Po5 x� � � � �� ! ' � <br /> � 4x4 Post - -4x i 2 Bear — <br /> I �- _ _ -� `-' — — — — � � � I I L— —� � FOU NDATI4N DRAI N � <br /> O � � � � '� SEE REBAR SCHEDULE ''�d i <br /> � � �T I 1� �' <br /> z � �O U � � O DRAINS ONLY IF REQUIRED <br /> � � EXISTING ROUND TO BE EXG�YA�TED ( � ry ', <br /> i - r � '� 1�ENTING 1 SC�.FT.-150 SQ.FT.TY I TY� . <br /> , ( � �ND NEYV i'_'�OOR J015T & BEA�M /FLOORI G INST�L D � I' F Q U N DAT I O N I <br /> EX15T. � � �, I I I I � , . <br /> �5 I I TO BRING P TO GODE � � '� <br /> , �X� ting fou G�at�O I I � � N 1N BLA�GK 6 MILL Y15QUEEN ON GROUND TYP. � _2X6� , <br /> �_- I I I I I I f � 5 � � D ETA I L # 1 NTS <br /> � I I n n � � n � � ' — - - - <br /> � � � ry - . __ .._ . __ _""-"_ _' .- � ' <br /> m �_ __ _ _ _ _- - - - _ - - <br /> 4x4 Post 4x4 Post 4x12 8ea x4 Fos 4x4 Pos x4 Pos -- -- — -- - - - -- . --- - - ---- <br /> o � �� �/ I ! �FOUNDATION NOTES: <br /> , � <br /> � x 12 dou �It" t . � �� � , � �� x 12 doug fir typ. � � �I 2x6 TRE P E =4 � ` si��sEA� i SLOPE CRAWL SPACE TO DRAIN. MAXIMUM SLOPE IS 2 HORIZ., 1 , <br /> I I 9 yp _ <br /> ��� I � �LOOR\ �2 x 10 hem-fir oists, t . ( I I I fi I � �;� VERT. BETWEEN FOOTINGS AT DIFFERENT ELEVATIONS. <br /> � yp NEW FND. W,�LLS FOR 2 X b Y�IA�LL� � �' � � E CAST-IN-PLACE GALVANIZEDANCHOR BOLT � <br /> wEDG� � � 5 I I I I - , <br /> �_ _ 1 ( I I, ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. I�, � � <br /> �� 3 � � � • `�' � � TI N FOR SHE�R 1^lAL I I I ►t? I I ��; ; �� �� s°x 2a°corvcRErE Fourv�arioN wA�� BELOW F�I I�SH GRAD�UIRED TO MAINTAIN REQUIRED DEPTH j �— � <br /> � � I craw opening � NEIN FOUNDA� O I I I `�' I I � 4@ � � 2 � .�. � <br /> � � � ' �2 x 10 hem-fir joists� �p. � I I COMPACTED SOIL I � � ' <br /> � ( ; ; �—Psi O P(jCTI as Q. CONCRETE STRENGTH, � <br /> ( � EXISTING 2X4 W�LLS TO REMt41N W/�DDED ry # �, @ � � � � , P � <br /> 4 � � � � ( 0 1 � � , 3,000 PSI AT 28 DAYS FOR ALL SLABS. (FOUNDATION DESIGN �� � Q <br /> � L _ 2 X 2 5 �O R R 2 1 I N S U L f�T I O N. � u (_ � � BASED ON 2,50o S ) ' } ('1� <br /> - - - - - - - -- - - - - - -- -- - - - -- - - — - - - - - - - - - -- - - - ' <br /> a��RIDGID TIGHTLINE DRAIN 3,000 PSI AT 28 DAYS FOR ALL OTHER CONDITION. <br /> � o 0 ob � zo 206 206 2ob � � � �MAXIMUM SLUMP, 4" !' ' �..� � <br /> __ _ _, _ __ _ _ I � � FILTERING MATERIAL FABRIC �i '^ • <br /> �--- — — — — — — —— — -- -L,� — � <br /> , „ �i , , ; USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS � <br /> I ������'r'CJ�}'��--"' "— — — — — — — — (-��� WRAPPED AROUND DRAIN GRAVEL � <br /> C>2 -�O �� r- , 4' BASE SAND FILL� O <br /> EXIST ' � �- --�:. I COARSE GRAVEL SURROUND FILL UNLESS NOTED OTHERWISE 'I � � ^, <br /> __ � 'rj � ;-��, �CL �rt� 5HT.5. 10 4"GRAVEL BASE—� m � � � <br /> � --' ,I _ _ L____ __,_____.__ ,_ 4' FLEXIBLE HDPE(high-density polyethylene) ' CONCRETE EXPASION ANCHORS SHALL BE 'SIMPSON WEDGE-ALL � �— � <br /> \� - <br /> ____i COMPACTED SOIL� DRAINAGE SYSTEM STUD ANCHORS' OR ENGINEER APPROVED EQUAL EPDXY TO BE n/ � Q ' <br /> WEDGE ;�,4TTH � � _ sx�2coNCRETE FooTirv� ! SIMPSON "SET"ADHESIVE OR APPROVED EQUAL. ��- � <br /> I � � � <br /> \` 3 � LIYING �R�� � „ � �BE SEALED AGAINSOTAIR' FISL RATIONXTHE OL OWING AR AS LL ��! � � � <br /> �� 1885 5Q �T 24 Concrete Stem Wall - R � ' � � � <br /> '� S�ale: NTS nnusT BE sEa�E�. <br /> ' ! � � cr <br /> �O U � ��T I O� I ; * JOINTS AROUND WINDOW AND DOOR FRAMES ; <br /> ---�- - ——-- — * JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME. � <br /> i��' � - � - — ' i " JOINTS BETWEEN WALLAND FOUNDATION �I, � � <br /> WALL STRUCTURE , � v '� <br /> aF�ooR ' 1� ° � '� " JOINTS BETWEEN WALL AND ROOF _ O <br /> FINISH SIDING � 38 I�JSULATION(crawlspace only) WALL STRUCTURE �I, ` � n� ` , =�iOnt. Pebal" tl�p. - I * ��IIVTs BETV�/EEN WALL PANELS _ �I <br /> &SHEATHING BF-t�00R - �_ GOI'lt. Pebi ,� � <br /> I FLOOR <br /> 2x RIM JOIST�� �R 38 SULATION(crawlspace only) , v � <br /> � FINISH SIDING i � � <br /> &SHEATHING � �� SH FLOOR ` YVA�LLGJ � ' <br /> ,.. . .. ..,. ... �� : <br /> �° `�o EX15 FND. El^t FOUND.�' <br /> .. <br /> � � ��'� 2x RIM JOIST � � I <br /> ON. Y�lA�LL <br /> ,, � � � EPDX _- __ <br /> , ... . . .ti r o�,r _.� �' <br /> I , ' �' 'I - #4 REBA� �_--- --- — — ---- <br /> � � � ,��� ,, ; ��� � � o Gont. rebar typ. ON.FOOTING � � � � <br /> ; , <br /> ' ont. rebar typ. EB�4R GA�ST IN , `� � <br /> � W <br /> � 2x FLOOR JOtSTS � p i � v <br /> � , �� , '�� � _ ° ° FOOTINGS NT5 FiwsH F�ooR&rRinn � � <br /> , ij 2x FLOOR JOISTS , '�" ; V 0 � <br /> �- � � � � �p• �� BATT INSULATION �.�-��4 U <br /> 1�," � - si��sEA�ER Y �, Gont. rebar w000 susF� Q@J rn <br /> � TREATED MUDSILL 's�_ & FOOTI N G <br /> �� —CAST-IN-PLACE GAL.ANCHOR BOLT ' '' <br /> � �,, � � _—SILL SEAIER I�, , � �. �_� m p� O <br /> ^ _---- / ' .r__ _. . , .. cA N <br /> — # 4 A� ��� _ RIC7ID INS. N�ILED � -- �--TREATED MUDSILL ; � <br /> 0 0 ; ---CAST-IN-PLACE GAL.ANCHOR BOLT l'li T�GHED TO OLD I�VA�LL ; p � N <br /> � � T�P. E ' N Nf�IL�D '''�''�/ � � <br /> � , ��t - 2" RI61D I 5. � P. NT5 I�� p � r��, : . <br /> : ' _---CONCRETE STEMWALL i <br /> ' I' � 2x FLOOR JOISTS � L �}- <br /> o -- ���� � �- TO YVftLL � ! � <br /> � A�TTH � <br /> , <br /> � � �o � <br /> ' ' � � . — - - - - L a W a <br /> 0 3 � <br /> �° T1N0 # 4 GONT.�n � � �- � -- ------ - � , � � � <br /> � � <br /> � � — � ��� ----- - — - , <br /> . , -- _ _ _- - <br /> --CONCRETE STEMWA�L <br /> , � �-— <br /> -�� rmt at 1 -1 i - <br /> �p . ��_ �� , <br /> Floor at Founda#ion --B���K�N� z � <br /> 11_ � � - DOUBLE 2x TOP PLATE <br /> 1 -1 � <br /> Cltlt at - 2x STUDS SPACED IN ALIGNMENT w/JOIS � W <br /> �p <br /> � <br /> i <br /> J <br /> � ° ,' ; <br /> N EY�I 2� � 2x TREATED MUDSILL ! � <br /> � EXI5T1 N� 2X4 5TU D � �� �I OO� CAST-IN-PLACE Galvanized ANCHOR BOLT � <br /> i , CONCRETE FOOTING <br /> � �'� � �,� � VAPOR BARRIER <br /> VL � L �L � PLYW�OD OR OS '___-'_GALVANIZED NAILS INTO PT WOOD <br /> � <br /> df�/ v �'t'cQn.r N� � <br /> � L � � <br /> S �@ 7 �o ��� a � � <br /> NEW 1J015T5 ' �� '� <br /> �v1P�°,eT� �7 �' ��e� �i1�ti �`��D.G . NEW RIM J015T �S i � _ , DATE : � <br /> � � NEW 2 PT.PL�T � � � ° � <br /> EX15T. PT PLATE <br /> EXIS . 51LL SEA�L Y�1,4LL5 � 9/27/2017 <br /> !� EXIST. �NG�iOR BOL � � � I nterior Footi n U N D R ' <br /> � NEW 6�L. WE�76E RNGHOR � � � <br /> SH EAR WALLS �� �� � � SCALE : <br /> ' 4' O.G. , 1' F�OM END <br /> i @ °� �� �,;:�• <br /> q" DEEP MIN. , � � �OOTINGS % 1 `�l� �'',�.� .. .i��.�; ��_1, <br /> i 1N/ 3X3X1/4" G,�L. Y�SH ��� � ��"i ��. � 1/4 <br /> �w '�� � <br /> , - ', . <br /> ' EXIST. GON . �N . . & �OOTING � �' � <br /> � . �� ���� -:����.- : <br /> ���.�. � <br /> , �� � p. <br /> ' A�TT,�GHED TO OLD Y�tA�LL � . .� �;��4��; � ,� SHEET: <br /> ;- �� ��-. - �� �,�� <br /> �� TYP. ' z =��� 1s� � <br /> _� '��� .a��,��°���..� . <br /> ' � 1NEDGE A�TTH �����` 6 ... <br /> I �� - ; , <br /> 3 , \ 3 �� <br /> ' i ' �-. <br /> , , , <br />