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Home My WebLink About330 Route 6A Sheet 2 FoundationM z 0 F U U 111 30'0" 0 /--84 100" X 16' " BRICK PIER N= 10'-0^ 101-0" — — — — — — — — —i- — — — — — — — — — — — — — — — — — — 2-2" X 12"5 W/3/4" PLYD GLUED & N JOIST HANGERS, AS REQ'D SEE JOIST FOUNDATION L&SPACING 10'0" –8" X 16" BRICK PIEV 1 10'-0" �<� DETAIL 205 (TYPICAL) 1 Y -o" BASEMENT FOUNDATION PLAN „ SCALE -------------------------- 1/4 19-099 NOM PrOVIPE' 8' CEILING, H -r5. FOP 13A5�Mf NT, DECO. 1' X B"� DET. 208 SCALE: 1/2' 1' FINISHED FLOOR —3/4' STUR-DI-FLOR PLYW'D DECKING SEE FOUNDATION PLAN FOR OR JOIST SIZE & SPACING GYPSUM BD. 4' CONIC. SLAB, REINF. W/ 6-X6'-10/10 W.M., OVER .006 POLY. IT, ILL to .006 POLY t '• �� 24" 3-1#4 BARS, COM. w/ J4 TIES 0 36' O.C. DET. 207 SCALE: 1/2' 1' INSULATION BD - 2 -2 x HEADERS, TREATED 22 GA G.I. FLASHING GROUT BRICK OR STONE SILL (OPTIONAL) 1-#4 BAR, CONT. FIN. GRADE, SLOP AWAY FROM BUILDII BRICK LED( MA,S. JT. REINF. O 16 O.C., VERT. / 4" PEER 0TILE 01' TOODRAIN 8• lr GROUT 16 DOWELS 0 16' K3' -10"X12" TH., REINF. BARS 06"O.C., EA. WAY 2'X L 2-2" X B"a GLUED AND (TREATED) 1" X 10" SKIRT (TREATED) FIN. O CID SHED AVEL - , 2'0" DET. 201 SCALE: 1/2" 1' I 78" t MIN. DET 203 1/2- GYPSUM BD. FINISHED FLOOR SEE FOUNDATION PLAN FOR JOIST SIZE & SPACING 3/4' STUR-DI-FLOR PLY.WD DECKING 1/2" GYPSUM BD. 1/2' DIA. ANCHOR BOLT 04'-0" O.C. ' CONC. BLK., FILLED w/CONC. 1/2" GYPSUM BD., OVER INSULATION BD. _4" CONIC. SLAB, REINF. W/ 6"X6" -1p/10 W.M., OVER .006 POLY WASHED GRAVEL CLAY GRAVEL FILL BAR, CONT. CONT., 2-2 x HEADE 036" O.C. TRE` 2 x DECKIN( SEE FOUNDATION PLAN FOR JOIST SIZE & SPACING 22 GA. G.I. FLASHING— FIN. GRADE, SLOPE AWAY FROM BUILDING & SLAB MAS. IT. REINF. 0 16' 4' DRAIN TILE, SLOPE 1/8" PER FOOT TO DRAIN SEE FOUNDATION PLAN FOR -JOIST SIZE & SPACING 22 GA. G.I. FLASHING 2' X B' TREATED WD. SILL, SECURELY ANCHORED TO BRICK PIERS - 8" X 16" BRICK PIER -3-Q4 BARS, w/ #4 TIES 0 36' O.C. CONT. REINF. CONCRETE FOOTING INSULATION SCALE: 3/9' 1' STAIR / WELL 2' X TREATED BOTTOM PLATE, AN yORED SECURELY TO FN D., W/ 1 2 ANCHOR BOLTS 049 D.C. 6- WASHED GRAVEL OR CLAY GRAVEL FILL .006 POLY I r 2¢" WASHED GRAVEL r. r GROUT S6 DOWELS O 16" D.C. 2' X SND WALL FINISHED FLOOR -SFE FOUNDATION PLAN FOR JDIST SIZE & SPACING SNR-DI-FLOR PLY.WD DECKING F`1/2' DLA., BOLT = 0 4 -0" O.C. 6" CONIC. BLK., FILLED w/CONC. =t--1/2* 1/2" GYPSUM BD., OVER INSULATION BO. 0 * 4' CQNC. SLAB, REINF. W/ 6 6 -10/10 W.M., OVER .006 POLY 6 WASHED GRAVE CLAY GRAVEL ILL 44 BAR, CONT. 2'-0" DET. 202 SCALE: 1/2" V 1/2' GYPSUM BD. 2' X SND WALL BASE BOARD - FINISHED FLOOR 4" CONC. SLAB, REINF. W/ - 6X6"-10/10 W.M. OVER .DO6 POLY. DET. 204 SCALE: 3/8" 1' FINISHED FLOOR 2' X BLOCKING 3/4' SNR-DI-FLOR PLYW'D DECKING LAP JOISTS . (SEE FOUNDATION PLAN FOR 8CAPA ED INSULATION �� I'. /I JOIST SIZE & SPACING) C ** I- 5OY.P- DOUBLE TOP PLATE - I-- —_-- — -- -- — ----- ----- -- — --i - a —L----- --—;----------- ---------I— 1/2" GYPSUM BD. 2" X SND WALL INSULATION U BASE BOARD 2" X TREATED BOTTOM PLATE pNCIIiiQRED SECURELY R - - TO FND. w/ 1/2 ANCHOR BOLT 04'-0' O.C. 4' CONIC. SLAB, REINF. W/ � 6" WASHED GRAVEL OR CLAY GRAVEL FILL is r ON -10 m 24" 3-#4 BARS, CONT. w/ -- I STIID WFy-L, Ot� 8" C�INC., ~31-K, WIN -L I I DET. 206 SCALE 1/2" 1' I 2 I 5 @161, O.C. I 10' 5 @16" .a.c. I I1 C **2 .!�1 ' �..C 2 GN I ED IE'—O: I I I 1 I I � 1 � I O I I II I I I •v /# o N I I I 2-21iXI2"s w/ % h" I'lYWt7,13Et. LQA17 f3EA1ZING WDLL N— — L LE17 I — I L o o N N t+1 I I j I si I -- — --, — -�---- — ---; ------ _ I1 0! 1 X IQ' @24"O.C.L 0 I - I n " 13'-0 _ I < �* 2 til-, 5.Y.P.> N I I ED — ED r_ _Ter N ro P I FF L 5TAII? VVl%I_.I_ J v _ j -------- — _ _T—— -- _j M —F -----,-- — — —,.-- — ---- 203 I I C# 2 fti8Al2r, S Y.h N I ED i I--- ------------ --- ---------- 2-2" X 12"5 W/3/4" PLYD GLUED & N JOIST HANGERS, AS REQ'D SEE JOIST FOUNDATION L&SPACING 10'0" –8" X 16" BRICK PIEV 1 10'-0" �<� DETAIL 205 (TYPICAL) 1 Y -o" BASEMENT FOUNDATION PLAN „ SCALE -------------------------- 1/4 19-099 NOM PrOVIPE' 8' CEILING, H -r5. FOP 13A5�Mf NT, DECO. 1' X B"� DET. 208 SCALE: 1/2' 1' FINISHED FLOOR —3/4' STUR-DI-FLOR PLYW'D DECKING SEE FOUNDATION PLAN FOR OR JOIST SIZE & SPACING GYPSUM BD. 4' CONIC. SLAB, REINF. W/ 6-X6'-10/10 W.M., OVER .006 POLY. IT, ILL to .006 POLY t '• �� 24" 3-1#4 BARS, COM. w/ J4 TIES 0 36' O.C. DET. 207 SCALE: 1/2' 1' INSULATION BD - 2 -2 x HEADERS, TREATED 22 GA G.I. FLASHING GROUT BRICK OR STONE SILL (OPTIONAL) 1-#4 BAR, CONT. FIN. GRADE, SLOP AWAY FROM BUILDII BRICK LED( MA,S. JT. REINF. O 16 O.C., VERT. / 4" PEER 0TILE 01' TOODRAIN 8• lr GROUT 16 DOWELS 0 16' K3' -10"X12" TH., REINF. BARS 06"O.C., EA. WAY 2'X L 2-2" X B"a GLUED AND (TREATED) 1" X 10" SKIRT (TREATED) FIN. O CID SHED AVEL - , 2'0" DET. 201 SCALE: 1/2" 1' I 78" t MIN. DET 203 1/2- GYPSUM BD. FINISHED FLOOR SEE FOUNDATION PLAN FOR JOIST SIZE & SPACING 3/4' STUR-DI-FLOR PLY.WD DECKING 1/2" GYPSUM BD. 1/2' DIA. ANCHOR BOLT 04'-0" O.C. ' CONC. BLK., FILLED w/CONC. 1/2" GYPSUM BD., OVER INSULATION BD. _4" CONIC. SLAB, REINF. W/ 6"X6" -1p/10 W.M., OVER .006 POLY WASHED GRAVEL CLAY GRAVEL FILL BAR, CONT. CONT., 2-2 x HEADE 036" O.C. TRE` 2 x DECKIN( SEE FOUNDATION PLAN FOR JOIST SIZE & SPACING 22 GA. G.I. FLASHING— FIN. GRADE, SLOPE AWAY FROM BUILDING & SLAB MAS. IT. REINF. 0 16' 4' DRAIN TILE, SLOPE 1/8" PER FOOT TO DRAIN SEE FOUNDATION PLAN FOR -JOIST SIZE & SPACING 22 GA. G.I. FLASHING 2' X B' TREATED WD. SILL, SECURELY ANCHORED TO BRICK PIERS - 8" X 16" BRICK PIER -3-Q4 BARS, w/ #4 TIES 0 36' O.C. CONT. REINF. CONCRETE FOOTING INSULATION SCALE: 3/9' 1' STAIR / WELL 2' X TREATED BOTTOM PLATE, AN yORED SECURELY TO FN D., W/ 1 2 ANCHOR BOLTS 049 D.C. 6- WASHED GRAVEL OR CLAY GRAVEL FILL .006 POLY I r 2¢" WASHED GRAVEL r. r GROUT S6 DOWELS O 16" D.C. 2' X SND WALL FINISHED FLOOR -SFE FOUNDATION PLAN FOR JDIST SIZE & SPACING SNR-DI-FLOR PLY.WD DECKING F`1/2' DLA., BOLT = 0 4 -0" O.C. 6" CONIC. BLK., FILLED w/CONC. =t--1/2* 1/2" GYPSUM BD., OVER INSULATION BO. 0 * 4' CQNC. SLAB, REINF. W/ 6 6 -10/10 W.M., OVER .006 POLY 6 WASHED GRAVE CLAY GRAVEL ILL 44 BAR, CONT. 2'-0" DET. 202 SCALE: 1/2" V 1/2' GYPSUM BD. 2' X SND WALL BASE BOARD - FINISHED FLOOR 4" CONC. SLAB, REINF. W/ - 6X6"-10/10 W.M. OVER .DO6 POLY. DET. 204 SCALE: 3/8" 1' BARS, CONT., TIES 036' O.C. a I a y DO PICAL CORNER 1'-4" TYBRICK PIER BARS. 36CONT. w/ D.C. OWARNING! rigg t NDtic 0 5 Copyin IR..,. ^ can resulISMtEesl/Z"tt 1Jb, If this stamp does not appear in red Ink, these plans have been illegally copied. To order additional sets or to report a violation, please call 800-235.5700. NOTES: 1. OWNER SHALL HAVE ALL FOOTING SIZES VERIFIED BY A LICENSED STRUCTURAL ENGINEER, BASED ON SOILS ANALYSIS AT SITE, PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS WITH FOUNDATION PLAN AND MAKE NECCESARY ADJUSTMENTS. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPER DRAINAGE AT SITE. 5. GLUE ALL STUR-DI-FLOR PLYWOOD TO FLOOR FRAMING AND NAIL SECURELY W/ RING -SHANK NAILS. 6. ALL FOUNDATION DETAILS ARE TYPICAL. SOME VARIATIONS MAY OCCUR. CONTRACTOR TO MAKE NECESSARY ADJUSTMENTS AT SITE. 7. BASEMENT WALLS ARE TO BE THOURGHLY WATER PROOFED. z O IL O � M 00 ~ �1 0 F w E-4 i W N p O 00 [' C M PH j►`TG�y 'F(� w W � 1n w P-4 m v � o z0 i wz 0 v DATE: 6/20/02 DRAWN BY: C.T.B CHECKED BY: G.L.M. PLAN NUMBER HPG - 600 1 SHEET NUMBER 2 PROFESSIONAL MEMBER: 0n Mrol FINISHED FLOOR 2' X BLOCKING 3/4' SNR-DI-FLOR PLYW'D DECKING LAP JOISTS . (SEE FOUNDATION PLAN FOR INSULATION �� I'. /I JOIST SIZE & SPACING) DOUBLE TOP PLATE _ 1/2" GYPSUM BD. 2" X SND WALL INSULATION U BASE BOARD 2" X TREATED BOTTOM PLATE pNCIIiiQRED SECURELY R FINISHED FLOOR TO FND. w/ 1/2 ANCHOR BOLT 04'-0' O.C. 4' CONIC. SLAB, REINF. W/ 6'X6'-10/10 W.M., OVER .006 POLY. 6" WASHED GRAVEL OR CLAY GRAVEL FILL is r .006 POLY • ' m 24" 3-#4 BARS, CONT. w/ '4 TIES O 36" O.C. DET. 206 SCALE 1/2" 1' BARS, CONT., TIES 036' O.C. a I a y DO PICAL CORNER 1'-4" TYBRICK PIER BARS. 36CONT. w/ D.C. OWARNING! rigg t NDtic 0 5 Copyin IR..,. ^ can resulISMtEesl/Z"tt 1Jb, If this stamp does not appear in red Ink, these plans have been illegally copied. To order additional sets or to report a violation, please call 800-235.5700. NOTES: 1. OWNER SHALL HAVE ALL FOOTING SIZES VERIFIED BY A LICENSED STRUCTURAL ENGINEER, BASED ON SOILS ANALYSIS AT SITE, PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS WITH FOUNDATION PLAN AND MAKE NECCESARY ADJUSTMENTS. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPER DRAINAGE AT SITE. 5. GLUE ALL STUR-DI-FLOR PLYWOOD TO FLOOR FRAMING AND NAIL SECURELY W/ RING -SHANK NAILS. 6. ALL FOUNDATION DETAILS ARE TYPICAL. SOME VARIATIONS MAY OCCUR. CONTRACTOR TO MAKE NECESSARY ADJUSTMENTS AT SITE. 7. BASEMENT WALLS ARE TO BE THOURGHLY WATER PROOFED. z O IL O � M 00 ~ �1 0 F w E-4 i W N p O 00 [' C M PH j►`TG�y 'F(� w W � 1n w P-4 m v � o z0 i wz 0 v DATE: 6/20/02 DRAWN BY: C.T.B CHECKED BY: G.L.M. PLAN NUMBER HPG - 600 1 SHEET NUMBER 2 PROFESSIONAL MEMBER: 0n Mrol