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HomeMy WebLinkAbout0726.95.8, N , N 0 cv , N N 36-5" 18' -5 1/4" 55-2" 54' -10" IT-11 314" C KAWL 1 N v ACCESS F— PANEL — — — — -1 — LVL BEAM F - - — — — — — PILASTER (TYP) 1-- L J L J \ 16 "x8" PIER "x — — VENT F —� — � —j— — — — — — — FOOTING W /(3) Q #4 BARS E.W. 17 J O o Q --, 7 d� IGF -� _� O x Q 5UiP r-� N � II _W A ci' 112° \ X� 112' -2 � f F -T I F- m �\ II' O" , T -5" 4' -3" , 3' -2" VENT] I— -- — —1 I PCUPED PORCH — UNEXCAVATED �— VENT —� \ 8' -10 1/4" - q' --7 1/4" T --7 14" NPILASTER (TYP) L J L -J 16"x8" PIER 36 "x3WA2" FOOTIN& W/(3) 1 #4 BARS E.W. I'' I 4" GONG. ON 6 MIL. VAPOR BARRIER O\ 4" MIL GRAVEL TURN DO °ANN EDGE 8 "x32" MIN. DEPTH. K! I ZI 1 T +� -- v 0 N 12' -5" N N -- (5)2x10'5 — — -- — _ - PILASTER (TYP) / d i _v I LU _ - w ' x LL I- m ccm in -8" F A- N v m F— IT�- -1 IFF LVL BEAM F - - PILASTER (TYP) 1-- L J L J \ 16 "x8" PIER "x 36 "x56 12_" FOOTING W /(3) #4 BARS E.W. o Q --, 7 d� N T °S II A ci' 112° \ 112' -2 f F -T F- -T LVL BEAM F �\ NPILASTER (TYP) L J L -J 16"x8" PIER 36 "x3WA2" FOOTIN& W/(3) 1 #4 BARS E.W. I'' I 4" GONG. ON 6 MIL. VAPOR BARRIER O\ 4" MIL GRAVEL TURN DO °ANN EDGE 8 "x32" MIN. DEPTH. K! I ZI 1 T +� -- v 0 N 12' -5" N N -- (5)2x10'5 — — -- — _ - PILASTER (TYP) / d i _v I LU _ - w ' x LL I- m ccm in -8" F A- II 8' -2 112" , q' -4" F -T-1 \L 16 "x8" PIER L —� 36 "x36 "x 12" \ FOOTING W /(3) #4 BARS E.W. X \ O < v, 0 — N 6-4 1/2" FF � o i PORCH 5LA�9 _ NOT EXGAVAI -E t — CHAS � -] M -� (\& AS 1 '-URN. , 7' -4" d . Fr I � - I 6' -II 112" _ r I m &ARA6E 5LAB NOT EXCAVATED I 4' -4" II SLOPE 2" '— HOLD BLOCK DOWN AT 6ARA6E DOOR OPENING LA . I II I II II II II II 55'-2" 3' -O" 22' -O" 25' -0" F I PILASTER (TYP)L II I 12' -4 1 12" L ' � II \ I H Z 1.� I ( I� I� I� I� I� �I _JIB m , N co r N 0 , O r° FOUNE�ATION NOTES: 1. ALLOWABLE SOIL PRESSURE 2000 PSI. 2. FLOOR SLAB AREAS TO BE COt- 1PAGTED TO G5% MAX. DRY DENSITY. 3. STANDARD BASEMENT AND &ARA6E SLAB TO BE 4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER 4" &RAVEL FILL. 4. STRUGTI'AL CONCRETE FOOTINGS TO BE 2500 P51, SLAt35 3500 PSI. 5. BOTTOM OF ALL FOOTINGS TO BESET BELOW LOCAL FROST LINE. SEE DETAILS. 6. PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" STARTING © 6" FROM EACH CORNER ® 6' -0" O.G. AND AT EACH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE OF SI LL. —7. CRAWL SPAGE: A. PROVIDE N11N. 4" GRAVEL OVER 6 hilL POLY VAPOR BARRIER. B. DEPTH OF GRAWL TO BE MIN. 2' -0", BOTTOM OF JOIST TO &RAVEL. ogMASONRY COND. E Q1 PROVIDE 4 "X4" — MA50NRY LEDD&E MAIN LEVEL FIN. FLR, _ TOP OF FOUND. WALL DETAIL O 50D FULL YARD 5GALE - 1 /4" -1' -O" NOTE: REF, STRUCTURAL SHEET FOR GENERAL FRAMING NOTES. m� t1_1 7- Q W DZ VZ Ld Fr- � Vz 1L� � Q N v m F— � w HB II 8' -2 112" , q' -4" F -T-1 \L 16 "x8" PIER L —� 36 "x36 "x 12" \ FOOTING W /(3) #4 BARS E.W. X \ O < v, 0 — N 6-4 1/2" FF � o i PORCH 5LA�9 _ NOT EXGAVAI -E t — CHAS � -] M -� (\& AS 1 '-URN. , 7' -4" d . Fr I � - I 6' -II 112" _ r I m &ARA6E 5LAB NOT EXCAVATED I 4' -4" II SLOPE 2" '— HOLD BLOCK DOWN AT 6ARA6E DOOR OPENING LA . I II I II II II II II 55'-2" 3' -O" 22' -O" 25' -0" F I PILASTER (TYP)L II I 12' -4 1 12" L ' � II \ I H Z 1.� I ( I� I� I� I� I� �I _JIB m , N co r N 0 , O r° FOUNE�ATION NOTES: 1. ALLOWABLE SOIL PRESSURE 2000 PSI. 2. FLOOR SLAB AREAS TO BE COt- 1PAGTED TO G5% MAX. DRY DENSITY. 3. STANDARD BASEMENT AND &ARA6E SLAB TO BE 4" CONCRETE ON 6 MIL. BAPOR BARRIER OVER 4" &RAVEL FILL. 4. STRUGTI'AL CONCRETE FOOTINGS TO BE 2500 P51, SLAt35 3500 PSI. 5. BOTTOM OF ALL FOOTINGS TO BESET BELOW LOCAL FROST LINE. SEE DETAILS. 6. PROVIDE ANCHOR BOLTS 1 /2 "DIA. x 10" STARTING © 6" FROM EACH CORNER ® 6' -0" O.G. AND AT EACH SIDE OF ALL OPENINGS, MIN. (2) PER PIECE OF SI LL. —7. CRAWL SPAGE: A. PROVIDE N11N. 4" GRAVEL OVER 6 hilL POLY VAPOR BARRIER. B. DEPTH OF GRAWL TO BE MIN. 2' -0", BOTTOM OF JOIST TO &RAVEL. ogMASONRY COND. E Q1 PROVIDE 4 "X4" — MA50NRY LEDD&E MAIN LEVEL FIN. FLR, _ TOP OF FOUND. WALL DETAIL O 50D FULL YARD 5GALE - 1 /4" -1' -O" NOTE: REF, STRUCTURAL SHEET FOR GENERAL FRAMING NOTES. m� t1_1 7- Q W DZ VZ Ld Fr- � Vz 1L� � Q J riv p_ v N CL July 28, Igg5 v J riv p_ v N CL July 28, Igg5