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HomeMy WebLinkAbout41 Uncle Roberts plans 4TYPICAL WALL RIM JOIST R-30 FIBERGLASS INSULATION FLOOR JOISTS SEE STRUCTURALS FOR SIZES/SPACING 2X PADDING DBL 2X6 PT SILL W/ SEALER V�" IX12" GALV ANCHOR BOLTS /4"X3"X3" SLOTTED PLATES @ 32' O.C. & WITHIN 12" OF ALL CORNERS. PROVIDE 8" MIN EMBEDMENT, TYP. BEAM POCKET 10" FOUNDATION WALL 0BEAM POCKET DETAIL 5 SCALE 1-1/2" = 1'-0 1.5" DO NOT BACKFILL WALL UNTIL CONCRETE HAS TYPICAL WALL NOTES F. =b 10 MIL POLY j ATTAINED 7 DAY STRENGTH I" ( VAPOR RETARDER 4"X4"X.25 TS COLUMN 12"X12"X5 8" BASE PLATE AND BOTH TOP &BOTTOM OF WALL ARE PROPERLY € #5 DOWELS @ 18" O.C. 5� 8"X12," GALV ANCHOR BOLTS W 2@3/4""DAIM BOLTS / SECURED. € s W/ DOWELS TO MATCH W/ 1 /4 X3 X3 SLOTTED„ PLATES 6 COMPACTED FILL @ 32 O.C. & WITHIN 12 QF ALL CORNERS. PROVIDE 8 MIN CI ,`� 10" POURED CONC. WALL ` € - --° I 6" COMPACTED FILL EMBEDMENT, TYP. 4" CONCRETE SLAB 10 MIL POLY € I2. 4" CONC. SLAB VAPOR RETARDER. TYP 10 MIL POLY CONCRETE FOOTING 2@#5 CONTINUOUS BARS TOP & € VAPOR RETARDER— DBL 2X6 P.T. SILL DBL SILL SEALER I , 2: 3 @ #5 REBARS, CONT. BOT. AND AROUND ALL OPENINGS-- , ---- BOTH WAYS (TYPICAL) CARRY DAMPROOFING FINISH„ GRADE: FILL & TAMP - OVER TOP OF FOR 1 FT. SLOPE, 5 AROUND FOOTING 4" CO.NC. SLAB FOUNDATION. 0 4- _`.:. 2X4 KEYWAY W ,. 41 € _. 3@ REBAR �,ON #5 S 2X 4 K , v �. ._ - , -� -- I- - MAINTAIN MI N. OF 48 I° , ... 1 _. FOOTING COVERAGE I - F 77 , I `:. FOOTING TO BEAR ON _i 3©#5CONT. BARS O 0 ., MIN., UNDISTURBED SOIL L .. F SEE PLANS OR SIZES ELEVATION T.B.D. - BOT. OF FOOTING 10 5" COLUMN FOOTING DETAIL 9 SCALE 1-1/2" = 1'-O" ■ TYPICAL FOUNDATION DETAIL SCALE 1-1/2" = 1'-0" AC4 1 TYPICAL EXT. POST CAP NOT TO SCALE DST i6 THREADED ROD SET IN TO TUBE OR FOOTING 24" SONO TUBE OR FOOTING 2 TYPICAL EXT. POST BASE NOT TO SCALE TYPICAL WALL NOTES R-30 FIBERGLASS INSULATION — TJ RIM JOIST 5 8"X12" GALV ANCHOR BOLTS / 1 4"X3"X3" SLOTTED PLATES @ 32l D.C. &WITHIN 12„ OF ALL CORNERS. PROVIDE 8" MIN EMBEDMENT, TYP. DBL 2X6 P.T. SILL W/ SILL SEALER 2@#5 CONTINUOUS BARS TOP & BOT. AND AROUND ALL OPENINGS DAMPROOFING TYPICAL SILL DETAIL 3 SCALE 1-1/2" = 1 '-0" w V) arch t5 6�e umff, 4(,!,-(y, new architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508).760 - 5800 WWW.ERTARCHITECTS.COM NEW RESIDENCE FOR: PETER 8c ROBERTA FAIRBANKS 41 UNCLE, ROBERT S ROAD WEST YARM OU TH, MA PROJECT # 210422 c 2022 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET" OR "CONSTRUCTION SET". REGISTRAT__IO REVISIONS DATE: REVISIONS: ISSUED FOR: PERMITTING DATE: 12.01.2022 PROJECT TRUE SCALE: 1 /4"=1'-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A*0*1 TOTAL NUMBER OF SHEETS IN SET: 38 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS