Loading...
HomeMy WebLinkAbout0200.97 Building Plans 3;i �ou�.��T o�. I. �LLOV��BLE SoIL Pl�ESSURE 200o p��. 2. �LOOR �L�B �4�?�fi�5 TO B� GO1�IP�4GTED TO q5�6 M�4X. DRY DEN51 TY'. 3. STA�ND� �RD B�SEMENT SL�B TC� BE 4 GONGREYE C,.�l�l 4" PE� G1��EL BEI.�. 4. STRUGTUR.AL GONGRET� �OOTI NC� TO BE 2504 P51, 5LAB5 ��00 P51. 5. BOTTOM OF �LL ��UC�T I N("a5 T� BE 5ET U BELOW L�G�L FR05T LINE. 5EE D�T�ILS. 6. i�RO�IDC fiNGHOR SOLTS I/2" DI�. xl0" STARTING 6" FRa'�M E�GH GORNER C� 6'-O" �.G. �ND fi�T EA�GH 51D� OF l-�LL C7P�NINGS, MIN. (2) fi� PER PIE�E DF SILL. �1. GR.�WL SPAG� A�. PROVID� MIN. 4" P�� C�f���EL O�ER 6 MIL. POLY �/�POR B�RRIER. B. I�EPTH O� GRI�WL TO BE MIN. 2'-O", BETW�Ei� BOTTOM OF JD15T TO C�RP�VEL. N N i _i FIN. �LR. iFll�. FLR. G�NG. BLOGK 4"x8" BRIGK LEDGE a �GONG. BLOGK N P�fZI MET�R c` INSULATIO�I �"'ERIMETE I�ISULA�TION I6"x8" DEEP 16"x8" DEEP GO1�G. �OOTING GONG. �OC�TING Q� I W/ �2� #5 B/�iz5 O W/ �2� #5 B,4R5 GONT. GONT. N i FIN. FLR. F=1N. FLR. EXP. JD I NT P4RGH SLAB ���GE SLAB GONG. BLOGK N 4"x8" BRIGK LEDGE ry GONG. BLOGK 6"xP>" DE EP I 6" x 8" D EEP Gp�y�, �pC, GONG. FOOTINCa O W/ �2) #5 B�RS o �2� #s B��.s GONT. GONT. N i I N. �LR. G,�RA�GE SLAB c�'� GONG. BLOGK I 6 "x8" DEEP GONG. FOOTIt�G WI (2) #5 BARS GOMT. FIN FI R, EXP. JU I NT G/�rRl-�GE SLAB GONG. F3LOGK 16 "x8" DEEP GONG. f=00TING W/ (2) �5 B�RS GONT. �a �..J TI� ��G TI o 5 SG�L..E: I/4" I �_O�� m O m aa N 0 m O i r O 3' O" r o m ry L_ �J-- O m N 74'-O" 27'-8 /2 I I �'-p" �i'-O" 3'-q I/2" I I"-I I�� 15'-II" 3'-b" I II'-7 I/�° I r 12�-0" 4 I I I 4�� GONG. SLAB ON I -J L"�� GOMP�GRFrN`FILL i� i i 0 4 r i I I I I L� S 3 I/�" X II `1/8 i I/2" X II 7/���� I, �i L�M. I:�ROP BEAM I I Lf'�M. C�ROP BFd�M i\ i i i i 1 i i. I� L-____J L-----� I i W O�DGE QF B� M C'�,ONG. PIER I I� cV I (TYP,) I I I I I' p- I I'- I D I/ 2" q t" I I i� i�� �'I I i i Q I I I j��� I I L- I vl I j +1 DR .L�M O O L— I 2 G��,I�l����G� I I q-I/2" "I" J015T ry�- I T N'� TH15 AREA FOR 5T EP 2-O MIN. BETWEEN EARTN �ND JO S I� I pOWN. KEEP BOTTOM INSULaTIC�N ,�T �'ERIMETER. PE�A GR�YEL I' I GORD FLUSH W/ R.EST ON VIS�UEEi� VA�POR BARRIER 1 I�' I OF FL40R 5Y5TEM I 15�_2�� �5�_2�� 15 2 ���_2�� I I' I i� I I I I'\ I r I i L-� I I I I I I I 5 I/2" X II �i/8"_ I I 5 I/2" X II �1/8" I i i- i J LAM. DROP BE�M I I i i LAi�1. D�ZOP E3EAM I I I i i L,,,__J L��. __J I X I 4 DEEP x 16 W! DE Q► I THIGKENED WALL PI�R GoNG. BLOGK PIERS oM 4" BRIGK L�T7��E I I 36"x36"x 12° v� 2 1` I O= GO�IG. PA�D FOOT I NG5 (TYP) Q= L_ I I ry;�. D�IN..�lt-F._._.,._� N d- I -----------------------I--, i I I ry I I I I I i 24'-7 I/2" 12'-10" 13'-2 V2" I I GOHG. BLOGK IERS ON p I i �7-II 36" x 3 x 12" r-- __I f�" GONG. PA�D FOOTINGS TYP) I PRO�/I DE LEAD r I ----WALLS P�5 REQ T------- r I I i� 5 I/2" X II 7/8" I I I LAM. Di�OP BE�M r i r I I I i I I I m I I I i I I I I I I I I I j I I I, I i I I I I i I L--------------------� f I I '-8' I 4" DEEP x 16 WIDE I i j THIGKENED W�4LL PIER I I .o I I I- I I I I I N I I I �i O I m v I I O= I j I I I i I t i I j I I I I SL4F'F GONG. SLAB �B4VE I I I I I/8" �ER �T. TO DR. OPENING I 3 I j I I I t 1 i�.� V I I I j i 9'-3 V2" a I iL I �C3�� r r I I q z V I i� X�� 8'-10" I I I I r J I 0 3 I/2" X II 7/8" I I I m I �j v �4�� GG'�4G. SL ON jLA ROP BEAM I Q 4- GOMF'. Ni� I LL I J I I I I l._ c;� O i�'. 1� R R I N L----- I I 3'x3'x2' GONG. PP�D FTC�. j j m 4" DEEP x I6" WIDE GONG. Pf�D FOOTINGS (TYP) THIGKENED W�LL PIER GONG. BLOGK P1EF?S ON I I I 36" x �Ea" x 12" I j j I j I I I N i I I V� I O j r 1!__ I I GRl-�WI N ADER N '�t I N m j/AGGES.' y� �VEt� J AGGESS I DRAIN TILE I'-8�� 3�_8�� I I6"x8" VENT (�t'r'P) I --------------t�'=e-Hg"------------- I I I r 5 I 2 I I6" SPfZ�AD FTG. I I/2" X q I/�"' I dJ O I 1_ ���1 �f. DROPPED r I 3,_�„ i BEAM I i m III GFI I I �'_____J j HOLD UP FOR MAX P �4 -1 I I JV` L- �J X i 8�� STEP D� i\ IRE L GE r_ d L�� I m ry j-�- -1-�- I -D MI N. BETWEEN EARTH AND JOI ST 0 I' 7 i i V��i� I 15ULATION ,4T PERIMETER, PEA �>P.AVEL I I� L____ J O N V I S Q U E E N V A P 4 R d,� R R I E R 0_- I I I I N<t 4" G O N G. S L A B O N I� p�GE Y Y 5- p 4 G O M P. G R A N. L L I i i i i III 4" BRIGK 1_FDGE winT oFJ I I P4 GH I I III 22 6 4 4 q 4 �8'-p�� 24 4 15 75'-O" i �J N. T I C ��;_r: O (�V c� in N N O Q a dJ N d O N dJ m R z� r- N N O O c� m t a� m w Q s DRAWN BY RB5 GHEGKED BY GLW DATE 2/2 6/ql SHEET NO.