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n n HANDRRIL TO <br /> I I SLAB REBAR TO BE EPDXY I�S DDc,THREE <br /> �� GOATED(GREEN BAR) WITH �� <br /> EXTEND VERTIGAL �G GOATED TIE WIRE AND I I PENETRATIN6 <br /> REBAR 6" iNTO � PLAST�G GHAIRS � SILOXANE <br /> SLAB ' o SEALER ALL <br /> EXPOSED <br /> SURFAGES <br /> TYPIGAL WALL GENERAL TO <br /> (UNLESS NOTED � 'y GOORDINATE <br /> BELOW 6RADE <br /> OTHERW I SE) WATERPROOF ING <br /> #5 � 12" ON GENTER WALL,SLAB ON WITH OWNER <br /> HORIZONTAL 6RADE,DOWEL, <br /> L AND FOOTIN6 � <br /> #5 � I4" ON GENTER-1I I,, . REBAR TO BE e I-��1-II-�' <br /> VERTIGAL PLAIN BAR, <br /> INGLUDINC PLAIN �SET 6RADE HIGH AT <br /> PLAGE VERTIGAL TIE WIRE AND EXTERIOR WALL TO <br /> REBAR AT I" �o GHAIRS SLOPE AWAY TO <br /> GLEAR FROM EXISTING GRADE,GUT <br /> INSIDE FAGE OF I II. �'- � � � AND FILL A5 NEGESSARY, <br /> WALL ALL 51DE5. <br /> #4 x 2'-O" LON6 THROUC7H �DAYLIGHTED <br /> DOWELS� 48" ON <br /> GENTER DOWELS SEGTION DRAIN TILE, <br /> SET TO TIE AND THREE SIDES <br /> SUPPORT VERTIGAL <br /> REBAR. I 1 I-I <br /> II II <br /> II II <br /> II II <br /> II II <br /> I I <br /> ra <br /> fl <br /> I- TRTD. 2x6 <br /> BLOGK, THREE <br /> SIDES <br /> � ATTAGH <br /> � �� TREATED WOOD <br /> �RAMING TO <br /> TOP OP SLAB ON � W� GONGRETE WITH <br /> 6RADE AT MAN DOOR i N� 3/I6" TAPGONS � <br /> SILL I5 100'-O 5/8" ��l I6" ON GENTER <br /> 1 z <br /> � �o <br /> —1 I I—I I I— a I I I�I I- 1 I�I I�I I f�I I- �I I I�I 1=1 _ <br /> ''��=1 I I-,-,�(I= 1=1 I 1=1 -1 I 1=1 I 1=1 I�I I I �i�I I I-I I i=" <br /> II�II UNREINFORGED �I�II�I� <br /> WASH SLAB ON ` �— I�I I I—=1 I H I I <br /> _� FR05T WALL ����I I I I <br /> 6RADE AT DOOR 51LL ��� <br /> TO DRAIN OUT 11- -111-111L <br /> o . .. MAN DOOR '�r;,i . � <br /> SEGTION <br /> RAILIN6 TO BE <br /> A MINIMUM OF � <br /> 42" A80VE n 5ET 6RADE HI6H AT EXTERIOR-� <br /> D GK I I WALL TO SLOPE AWAY TO 6RADE, <br /> SURFAGE I I AND TO SURFAGE Df2AIN AROUND <br /> I I BAGK SIDE OF STRUGTURE,GUT <br /> I I AND FILL A5 NEGE55ARY,ALL <br /> S I DES. <br /> I- TRTD. 2x6 � 2x6 � I6 II—I— <br /> TOP PLATE <br /> I GRIPPLE WALL .. ,11-11�III-1I�="' <br /> I I WITH I/2" OSB RT <br /> I � EXTERIOR <br /> 2- 2x6 h10N LOAD I � I <br /> BEARIN6 HEADER i � i ATTAGH <br /> I � I TREATED WODD <br /> FRAMIN6 TO <br /> I � I GONGRETE WITH <br /> I- TRTD. 2x6—� I � I 3/I6" TAPGONS� <br /> TRIMMER EAGH �� � I6" ON GENTER <br /> JAMB I I <br /> .a <br /> � � � <br /> _�� �„ �� �•, ��=� � —ll�- "��,-�- — <br /> —���—��� • ��=1��--111=1�����_����_ n� • ••'� � �� <br /> _�n�I��Ti;���„ �—u�=���u����—���—�����i-- LON6ITUDINAL 2' M <br /> . �� �����������-��-��� � � <br /> UNREINFORGED . I-1�-11�III�II=1�111_' <br /> FROST WALL , �11�11�=11I�II�1111ZI- S�GTION �— �� ���� <br /> TI��I i��i il�l i' n��� <br /> �.7 <br /> SGALE: I/4" = I'_O" <br /> BOATHOUS� R�PAIR/REPLAGEMENT Mattson Macdonatd Young 'he�B��t'Fy that th�s plrn,spec�Flcatwn, <br /> ar report was prepared by me or under my p�-oject No. �50�5 <br /> I 180 LOMA L I NDA AVE structural engineers direct supuvision a„a u,oc i�,a a,iy — <br /> Licenzed ProFessional 6igineer under the <br /> �1�1 MOUND MN ��s oF�e 5tate �ya�so�. <br /> , pa� ovians <br /> O f'REPARED �OR STRUGTUR�S UNL I MI TED eo�i`�"�;a s�'4 s n i°oo <br /> � ,.�--_ <br /> hHnneapolls,MN 56�01 <br /> 632827-7825 vdce ARLEN P.6RAN Q,.�n� AP6 <br /> SEGT��NS 612827-0805fax Date:02/14/2015 License No: 43821 <br /> ��� S � � �� 7-� <br />