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Home My WebLink About4100231'-8y2" HOUSE T.O.W. 15.5 U.N.O HOUSE TOP SLAB 8.0 U.N.O SLABS 4" W/ 6x6 1.4x1.4 W.W.M. SLAB MAX SECTION 800 S.F. GRADE 14.00 GRADE 13.00 -� RETAINING TOP WALL A=14.00 B=13.33 GRADE A=13.86 B=13.00 ; I 5'-0" _ 3'-11" UNIT OPTIONAL STONE STEP I 12.17 I 7 -8 GRADE 14.00 I 24'-0" 2x4 x 10" P.T 1-3'-4" WALL 14.10 '-2" 3'-4 y2 2'-Z" CORNER BLOCK �, :D 1" RIGID - -- - --� - - ALL 2x & BOTTOM �� _( ; `° ; T.O.W. 12.67 GRADE 13.5 :N T.O.W. 13.7 GRADE 12.00 10'-0" LOW WALL ( 0 0 (_ ( - - T.O.W. 14.75 - BOLT SILL W/1 /2 " - - - ...-. - _.... - - - ---- -r1 3'-6" , ( ( 6" MIN GRADE 13.75 I - I ( s" ( QUICK BOLTS OR= A 1 ❑ ( T.O.W. 13.00 T.O.S. 14.10 --.-_.--.---- _ � --I o ❑ ❑ ❑ I I N-------,...---- ❑ ❑ ❑ ' ❑ ❑ i' 4"x4 DEEP LEDGE � ( co I L TOP KNEEWALL (TKW) 15. S ( N6=8D NAIL 6" 0. ____ CORNER: 14.35 14.75 00 T.O.S. 14.10 I _ I GRADE <=14.5 _ - - - - - - ~ - - - ----------- -� J �- - - - - - - - ( I SET IN J" FLUSH PLYWOOD N( GRADE 12.00 . ( (1)X + (2)J_10.52 T.O.F. 10.83 T.O.F.- a o 0 0 0 0 0 0 ❑ T.O.W. 15.50 z STAGGER ROWS o I N (TOP OF FOOTING) - - - Q Ns-.._._---_-----------------_._.....----- ( 13.77 --.-- - - - 2>_1,. I ( TYPICAL OPENING FRM: (2) SPF J + (2) P. T. SYP i r- _ ( o T.O.W. 11.50 ~ - __ ( M I JACKS TO SLAB QUICK BOLT 0 0 o_ ( ( (M 2/8x 20 MIN /z I '- I TO FOUNDATION WALL I ( WEATHER STRIP I I' I in I 2x6 ® 16" O.C. V � { � I N I 4j, WAF RE CODEH�ACH _ SIDE LEVEL 4 FINISHTOP p o I I I I (1 1 R21 FACED FIBERGLA S 0 1 1 I ANGLEx635 16 GAL �- " I ( i MO 2'-8 1/4x z 1'-6 2'-8" 3'-0" BELOW H111 -6" N c 3'-6" 11'-3" RF+FL OK 10'-10" 10'-11"+4"O.H. d I 14.35 I 1 1 Ff N6 L j � I I 1 0 0 1 00 s 1 i I I I 6x6 P.T+2x6 3' 0., N N I m I I ( P.T. POST '-� N N I( ( 1 7-3 ( I 1 I 3816+Ns • 2x12 TOP 6x6x5/16 GAL - 6BELOW 1 El ANGLE13.50 _ 00 f 4455 FINISH WALL ALIGN L-j r2 W/CAMFER. USE J I I I ( I ( G3 33'-0" (3) 1 J"x9 J" LVL (FOOT 12,251 #) G2 11' 6" O 1 J"x9 J" LVL 1 I STRIP BOTTOM B.S. Uy ( j I ( I I 12'-0" I t26'-5" PITCH f}"/F7 T.O.S. 14.10 1�01r� N ;;PI P ( I ( G1 15'-2" (3) 11 J"x7 J" LVL �10.52 T.O.F. 13.77LEDGE I ( #OR N6 (TOP OF FOTING) 14.10 WALL I PLUMBER TO FURNISH , , ❑ 1 14.35 1" RIGID 14.35 '-4" I AND INSTALL EJECTOR (4) 2x6 SYP CONTINUOUS I ---- --- --- -14.35 - - - - -- t- _- - PUMP AND ROUGH PLUMING I 2'-6" I 7.. NN q o fl - - - - r3 a o I FOR (3) PIECE BATH 2'-O� ' ' 7'-0" ---------------- - - - ---- 0 5070# 101400 GRADE 13.5 - - - - ( 1 SLAB OVER I LLJ ` T.O.S. 13.83 S I o I STOCK 24Wxt6" MIN `" VIE1 IMINIMUM BY IGRADE 13.75 I FOUNDATION CONT.I DROP MIN 6" ao zo L------ -----DECK 16_8----- �-tip -n1p p T.O.W.15.5 HOUSE O po3'-5" 5-7Y2- g°��_ -__ ------I I--------� GRADE 14.00TYP AREA WAY:41-7 N12" CONCRETE HEADER W/ (2)#5 `�TOP FINISHED MASONRY 16.304 o I 1 C�vl4'-7 J" M.O. HEIGHT MINIMUM (v 1 io I Z1 FRAME W/2x10 PT + 2X6" P.T. .O.F.11.00 2' BLUESTONE PAVING I < WINDOW ANDERSEN CW14 EGRESS 4"4DEEP LEDG£ 2'-5" x 4'-0 R.O. T.O.W.16.14 x 4 CONCRETE SLAB W/ 6x6 1.4x1.4 B.o.L.115.so L---.--- - w.w.M--------- 1 _--.-------------- r% � 1 N 1 4"x4" DEEP LEDGE (3) 2"x12" BLUESTONE TREADS C1 I II I B.O.L 14.08 (4) R07" ADDED MASONRY BY ( ( I I o -----STONE MASON------- I I ----------_------__ T.O.W.14.42 /� T.O.F. 11.00-�/ FINISHED GRADE 14.00 L--...._---...._------_-J I a rJ o II ' 19'-6"-�. .-- ----- --- STOCK 24Wx16" MIN -- -� - T.0_W. 15.50 ' I 15'-3" I 10'-2" 13'-2" M.O. I 2'-9 I 21'- 3 8'-8 30' BAY 3'_0" MINIMUM BY CONT. GRADE 14.0U- -`FOUNDATION I I DROP MIN 6" 16.86 SUB_A QOR- - - - - •=roo N I 15, 50 T-Q- & 0 GRADE PER PLANS `V TAR COAT WALLS WALLS 12" BELOW GRADE. VERIFY W/ G.C. TO PREVENT ANY EXPOSURE ABOVE GRADE "cam t NOTE WITH SITE ENGINEERS APPROVAL (2) 3" DIA DRAIN PIPES MAYBE BE USED. COVER STONE W/ SILT CLOTH. 4" PERFORATED DRAIN PER SITE ENG. 0 4" PERFORATED I DRAIN 31' -- 5" HOUSE NOTES: 1) SILLS (2) 2x8 P.T. INSTALL ON SILL SEALER. IF LOWER BOLTED WITH 2ND OVER USE 3" SDS SCREWS @ 16" O.C. & (2) 6" FROM CORNERS AND ENDS. 2) EXTERIOR WALLS 2x6 16" O.C. 3) ALL OTHER WALLS 2x4 ® 16" O.C. U.N.O. 4) FINISH ALL WALLS W/ �" TYPE X VERIFY IF PLASTER LEVEL 5 5) FINISH CEILING W/ I" TYPE X (ATTIC ABOVE) VERIFY IF PLASTER LEVEL 5 6) DOORS TO TRATTIC AREAS 20 MIN RATED 7) HOUSE RECESS TO TRAT11C FINISH WALLS AND CEILING W/ TYPE X -11 �" TJI 220 (2) 2x8 P.T. SILL ON SILL SEALER VERTICAL REBAR 3" MIN CLEAR #4 HORIZONTAL CAD MID POINT 0 i i� TYPICAL HOUSE SLAB: 1) 4" 3000 PSI CONCRETE 2) 6x6 4.tx4.1 M.M.M. 3) 6 MILL POLYETHYLENE 4) 4" COMPACTED GRAVEL 5) SAW CUT SLAB PER PLAN 0 2'-0" �� (3) #4 CONTINUOUS #2 HOUSE WALL SCALE: 1/2" = V-0" T.Q.S. 8.0C HOUSE T.O.F. 7.66 HOUSE 5 T. 0. W. 33'-0" 16.80 - HOUSE DECK 0 I M T.O.F. 10.52 0 1'-4" (2) #4 CONTINUOUS 13.5 ® O.H. GARAGE NOTES: I 1) ALL SILLS 2x8 P.T. INSTALL j ON SILL SEALER 2) OVERHEAD DOOR WALL 2x6 16: O.C. 3) ALL OTHER WALLS 2x4 0 16" O.C. 4) FINISH ALL WALLS W/ J" TYPE X 5) FINISH CEILING W/ J" TYPE X 6) DOORS TO TRATTIC AREAS 20 MIN RATED 7) HOUSE RECESS TO TRATTIC FINISH WALLS AND CEILING W/" TYPE X VERTICAL REBAR 3" MIN CLEAR (2) #4 CONTINUOUS DRAIN & STONE SEE #4 TYP #4 GARAGE WALL REVISED SEE S1.0 #3 EGRESS WALL SCALE: 1/2" = 1'-O" SCALE: 1/2" = 1'-O" 16'-0" TYPICAL GARAGE SLAB & APRON: 1) 4" 3000 PSI CONCRETE 2) AIR ENTRAIN CONCRETE 5% TO 7% 3) 6x6 2.1x2.1 W.W.M. 4) 6 MILL POLYETHYLENE 5) 4" COMPACTED GRAVEL 6) SAW CUT PER PLAN. ALTERNATE POURS SLAB IN TWO SECTION W/ SLAB KEYWAY 2x6 P.T. TRACK BACKER NOTCH OVER WALL 0 BOTTOM. LINE (3) SIDES z (2) 2x6 P.T. JAMB TO SLAB PITCH SLAB 2" 644' GAL ANGLE /"'��LAP WALL 6" AND BOLT DE ®DR 13.50 =� 0 TIE GARAGE DRAIN INTO HOUSE DRAIN COVER STONE W/ SILT CLOTH. CRUSHED STONE PER SITE ENG. 4" PERFORATED DRAIN r V-4" #5 GARAGE DOOR SCALE: 1/2" = V-0" CHIMNEY DROPPED USE 4" BRICK FACE & 6 BLOCK TO 15.5 ALT 8x8 FLUE FOR FUTURE0 P--ID Z: �TAR GOAT GARAGE FACE (3) WALLS T( t13.00 0° J T.O.W. 13.00 TOP KNEE WALL (TKW) 15.5 SET IN J" FLUSH PLYWOOD GRADE 12.00 2'- O" T.O.W. 13.00 TOP KNEE WALL (TKW) 15.5 SET IN J" FLUSH PLYWOOD GRADE 12.00 RETAINING TOP 14.5 GRADE 12.00 THIS SIDE DRAIN & ST, SEE #4 TYP 0 in RECEIVE,) JUN 2 10� HEALTH U pT #1 SECTION GARAGE STAIR TAR COAT Bt & WEST WALL #6 GARAGE HINGED DOORS KEVIN FAIR 100 HOMERS DOCK ROAD YARMOUTHPORT, MA 1-603-759--0720 SCALE: 1 /2" = V-0" i 7 ATI0N WAYNE & DOREEN McNEIL 41 JERUSHA AVENUE WEST YARMOUTH, MA SCALE: 1/2" = 1'-O" #7 SECTION BILCO 0 SCALE: 1/2" = 1'-O" asl y - g� THOMAS M. u CALLERY o CIVIL m No. 33440 A�O,�FFGrsTti~��O��k'Q sS10NAL ENG DRAWN BY: PCB SCALE 1/4" = 1'-O" FOUNDATION PLAN; CONSTRUCTION 06/20/2021 FOUNDATION DETAILS REISSUED FINAL 01/28/22 SITE CHANGES; UPDATED 041/18/22 A 1 2