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HomeMy WebLinkAbout47 Nickerson Farm Way planTION NOTES: 3ATION WALLS TO BE 10" POURED CONC. W/ 2@#5 TOP BARS. REST FOUNDATION ON 10"X20" STRIP FOOTING. #5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY. 18"X12" ANCHOR BOLTS @ 32" O.C. MAX. TURAL STEEL COLUMNS TO BE 3 1 /2 CONCRETE FILLED STEEL LALLIES. 0 EXTEND TO FOOTING BELOW. PROVIDE 6"X6"X5/8" BASE & SPRINGFIELD PLATE CAP FO BE 36"X36"X12" SQUARE CONCRETE W/ 3@#5 BARS EACH WAY. DOR JOISTS UNDER ALL PARALLEL PARTITIONS. TO BE 4" POURED CONC. ON COMPACTED FILL. ALONG WALLS AND BEAM COLUMN LINES. IR TO PROVIDE BASEMENT VENTILATION AS 3Y CODE (WINDOWS OR MECHANICAL) )R SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN &M COVER. EB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. TURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. FOUNDATION PLAN PE PHOTOVOLTAIC SMOKE DETECTOR so arch -ts (V�lr0 6 ffl- 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: DAN CHRISTOPOULOS 47 NICKER SON FARM WAY SOUTH YAR MOUTH, PROJECT # 190422 0C 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". REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: PROJECT TRUE SCALE: 1 /4"=V-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. EIVED A,. 0 L1; i-1 OEPTe TOTAL NUMBER OF SHEETS IN SET: 11 )R SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION CHITECT BECOME THE RESPONSIBILITY OF THE CONTRACTOR. '-/'7 /v fC /Z 67- -soe-/ THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS FOUNDATION NOTES: 1. MAIN FOUNDATION WALLS TO BE 10" POURED CONC. W/ 20#5 TOP & BOTTOM BARS. REST FOUNDATION ON 10"X20" STRIP FOOTING. PROVIDE 3®#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY. PROVIDE 5/8"X12" ANCHOR BOLTS ® 32" O.C. MAX. 2. ALL STRUCTURAL STEEL COLUMNS TO BE 3 1/2" CONCRETE FILLED STEEL LALLIES. COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"X6"X5/8" BASE & SPRINGFIELD PLATE CAP FOOTINGS TO BE 36"X36"X12" SQUARE CONCRETE W/ 3®#5 BARS EACH WAY. 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 4. DUST CAP TO BE 4" POURED CONC. ON COMPACTED FILL. CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE (WINDOWS OR MECHANICAL) 6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 4'-0" MINIMUM COVER. 7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. 8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT BECOME THE RESPONSIBILITY OF THE CONTRACTOR. FOUNDATION PLAN sp PHOTOVOLTAIC SMOKE DETECTOR CiRp-Qtl IS irN-QUIRED �,toTION m n -1 s CODE COTI L ' M, �';0 S' D0 i40T RELIEVE THE A1' tsi THE f � r O l '1l.ITY OF "AS BUILT" GAH:�' I , BUILDI"ZiDFIFICIAL FE_ arch'T4r-ts t architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 fel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WWW,ERTARCHITECTS.COM NEW RESIDENCE FOR: MR. CH RI STO OU LOS 47 NIC�,A M ON WAY SOUTH YAR M O TH' PROJECT # 190422 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". REGISTRATION . 5 0 A)7CJy � ER?' �, �.4 PORT. � M OFNI .., 2 6.2022 REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: v t 13 PROJECT TRUE SCALE: 1 /4"=V-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A*O TOTAL NUMBER OF SHEETS IN SET: 11 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS fiA coe,,� r0e-`I�iyn,&,�( 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: MR. CHRISTOPOULOS 47 NICKERSON FARM WAY SOUTH YAR M A TH' PROJECT # 190422 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". REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: b ff3 PROJECT TRUE SCALE: 1 /4"=1'-0" 0 1 2 UNLESS OTHERWISE NOTED. SHEET NO. A*1 TOTAL NUMBER OF SHEETS' IN SET: 11 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS ROOF PLAN SCALE: 1 /8" = 1'-0" COMPLETELY COVER ENTIRE ROOF W 1 LAYER OF GRACE ICE & WATER BARRIER PRIOR TO ROOFING 0 SECOND FLOOR PLAN arch'L.' is r` 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 RESIDENCE FOR: MR. CH R I STO OU LOS 47 NICKERSON WAY SOUTH YAR M A TH' PROJECT # 190422 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". REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: D. t37 PROJECT TRUE SCALE: 1 /4"=V-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A*2 TOTAL NUMBER OF SHEETS IN SET: 11 so PHOTOVOLTAIC SMOKE DETECTOR THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS CONTINUOI ASPHALT 1 X4/1 X10 2" HISTOR QISECOND_F BLACK ME TRUEXTER CUSTOM E 1 X5/1 X6 c 1 X4 DOOR HEBRON E FIRST FLO i i i I 1X AZEK WRAP ----- 6X6 PT POST 2X PADDING FINISHED DIMS. TYP. COLUMN DETAIL SCALE 1" = 1'-0" 10"X' Q� SECOND FLOOR TRUEXTERIOR 80) 9080 O.H. DOOR /1h FIRST FLOOR_ EXTERIORS, WHITE PREFINISHED INTERIORS, W/ SCREENS, TYP. I ILJLI\VL 9JJ U\J/ jI. RIGHT ELEVATION pIL� ''WINDOWS SHALL BE ANDERSEN 400 SERIES Ah , GRILLES BETWEEN THE GLASS, BLACK VINYL EXTERIORS, WHITE PREFINISHED INTERIORS, W/ SCREENS, TYP. SECOND FLOOR FIRST FLOOR 1 X4/1 X10 DGE VENT SHINGLES 4ZEK SILL VD FLOOR DN SIDING R BOARDS DOW TRIM ST FLOOR& DECKING archLomm ts 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 RESIDENCE FOR: MR. CHRISTOPOULOS 47 NICFA MON WAY SOUTH YAR MOAU TH, PROJECT # 190422 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". REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: D C73 PROJECT TRUE SCALE: 1 /4"=V-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A*3 TOTAL NUMBER OF SHEETS IN SET: 11 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS 1 X4/1 X10 CONTINUO ASPHALT 2" HISTOF SECOND F CEDAR IM 1 X5/1 X6 2 HISTOF 1X4 DOOR FIRST FLC SECOND FLOOR _ _ F07M INFE1 m I Em LE 11m FIRST FLOOR ____--_--_--- LEFT ELEVATION ALL WINDOWS SHALL BE ANDERSEN 400 SERIES W GRILLES BETWEEN THE GLASS, BLACK VINYL EXTERIO S, WHITE PREFINISHED INTERIORS, W/ SCREENS, TYP. 2852111111 2852111111 2852 2852 285:2 2852 2852 III III 2852 REAR ELEVATION AL WINDOWS SHALL BE ANDERSEN 400 SERIES W/ GRILLES BETWEEN THE GLASS, BLACK VINYL EXTERIORS, WHITE PREFINISHED INTERIORS, W/ SCREENS, TYP. SECOND FLOOR 9080 O.H. DOOR IATRU INSULATED FIBERGLASS DOOR _ FIRST FLOOR CONTINUOUS RIDGE VENT ASPHALT ROOF SHINGLES 1 X4/1 X10 _____SECOND FLOOR CEDAR IMPRESSION SIDING 1X5/1X6 CORNER BOARDS 1 X4 DOOR/WINDOW TRIM 2" HISTORIC AZEK SILL FIRST FLOOR STEPS W/ AZEK COASTLINE DECKING —ar C h *L fb�c t 5 qil`�, 61, nd I-- 0_1 �, , Y9 /, 1, e, ,-( architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WWW.ERTARtHITECTS.COM RESIDENCE FOR: pMR. CHRISTOPOULOS 47 NICKERSON FARM WAY SOUTH YAR M AU TH, PROJECT # 190422 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'. REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: PROJECT TRUE SCALE: 1 /4"=V-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A*4 TOTAL NUMBER OF SHEETS IN SET: 11 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS SECOND FLOOR PROVIDE DRAINABLE BELOW VERTICAL SIDI FIRST FLOOR — — ilk GARAGE SLAB � ASEMENT C ...JII I IFJlll I i 11 '-/ g-Tie AC6 1 TYPICAL EXT. POST CAP NOT TO SCALE COLA i6 THREADED ROD SET IN TO TUBE OR FOOTING 24" SONO TUBE OR FOOTING TYPICAL EXT. POST BASE 17 NOT TO SCALE ABUILDING SECTION FINISH FLOOR 3/4" T&G SUBFLOOR GLLUED & NAILED BEAM SIZES VARY 2X8 WOOD BEARING PLATE — BOLTED TO TOP FLANGE W/ 5/8'$ CARRIAGE BOLTS STAGGER SPACED ® 24"O.C. 1X TY DROP STEEL DETAIL 1 SCALE 1-1/2" = 1'-0" BBUILDING SECTION 3/8" WEB 'S -1i iON 1 /2" CAP PLATE W/ 4) 3,I4" DIA. O;�TS A3: HOP VELD 3 16a FILLET ALL AROUND YIP. 1 T`�'P . BEAM TO COL. CONNECTION 1 1 /2" 1 1 /2" IDGE STRAPS ® EVERY RAFTER — _ — — —SECOND FLOOR PROVIDE PLATE UPLIFT STRAPS & HEADER UPLIFT STRAPS AROUND NEW WINDOW OPENINGS AS REQUIRED, TYP. EW WALLS SHALL BE SHEATHED ['X8' SHEETS OF 1 /2" PLYWOOD ORIENTED VERTICALLY PER SHOP WELD 3/16" FILLET ALL AROUND, TYP. FIRST FLOOR lap BASEMENT SLAB 1 1 /2" C 3/4"X8"X12" 1 1 /2" I� TOP OF FOUNDATION 3/4" BASE ,� TYP. BASE PLATE DETAILS 4 SCALE 1-1/2" = 1'-0" _arChoLfhiAs 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 RESIDENCE FOR: DAN CHRISTOPOULOS NICKERSON FARM WAY SOUTH YAR MOAU TH, PROJECT # 190422 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'. REGISTRATION �Ns�ERED ARC. PORT, 1 REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: b (t37 PROJECT TRUE SCALE: 1 /4"=V-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A*5 TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS 1 X3 TRI 1 X8 TRI 1 X8 FA' SEAMEE GUTTER 1X8 SO 1 X5,1 X6 W.C. SH ALL NEW TRIM TO MATCH EXISTING. TYPICAL EAVE 'I O SCALE 1-1/2" = 1' NOTE: FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC MATERIAL NOTIFY ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. 2@ #5 REBAR 6 APRON, THICKEN TO 8" @ DOOR OPENING 2'-0„ N.T.S. F. 0. F. 3" COORD. DIM. W/ DOOR LOCATION GARAGE DOOR 1 1 /2"X1 1 /2"X1 /4" 1 I GALV. ANGLE W/ #4 ANCHORS ® 3'-0" O.C. MAX. I ASPHALT RID ("= ^"" ROLL VENT RIDGE BOARD (STRUCTURAL MAY VARY) ASPHALT ROC 15# FELT PAF 5/8" CDX PL' RAFTER VENT 2x10 RAFTER RIDGE VENT DETAIL_ (:7 ) SCALE 1-1/2" = 1'-O" TYPICAL WALL NOTES PROVIDE MEMBRANE BEHIND SPACER CARRY 18" UP WAIT SPACER 3/4" DECKING r 2X10 PT LEDGER F16" TENED TO EXISTING BOX W2 ROWS OF 5/8" LAGS AT O.C. HU210 HANGER, SS TYP 2X10 PT ® 12 O.C. ASPHALT R 15# FELT F 5/8" CDX 200 RAFT[ SIMPSON H RAFTER TIE 1 X8 FASCI F 1 X8 SOFFIT W/ VENT 1 X10 FRIEZ 1 X STRAPP 1 /2" GWP. WALL NOTE R-38 FBGL SHED ROOF (:4) SCALE 1-1/2" = 1'-O" LCC5.25-3.5 ASPF' A I T r' --- -1 -1-1 -- 1X4 1 X10 BLOC TYP. m TYP. RAKE DETAIL_ SCALE 1-1/2" = 1'-O" SIDING (SEE ELV BLUE —SKIN HOU 1 /2" CDX PLYW( 2X6 ® 16" O.C. R-21 CLOSED Cl 6 MIL. POLY VAI i /2" GYP. BOAR PROVIDE DRAINABLE HOUSEWRAP UNDER SIDING ® BOARD & BATTEN LOCATIONS, TYP. SILL DETAIL C_0 DECK COLUMN CAP DETAIL_ TYP. EXTERIOR WALL 8 2 SCALE 1-1/2" = 1'-O" SCALE 1-1/2" = 1'-0" SCALE 1-1/2" = 1'-0" 3 1 /2 CONC. FILLED STL. COL. NOT TO EXCEED 10 KIPS ' D,D r,IOT BACKFILL WALL 10 MIL POLY LOADING &/OR 8' IN HEIGHT. L" TIL CONCRETE HAS 7 DAY TYPICAL WALL NOTES �E� .-NED > VAPOR RETARDER MAX. SPACING 7'-0" O.C.,rI��IBOTH TOP &SBOTTOMH TYPICAL WAI C= w"VALL ARE PROPERLY E , 6" COMPACTED FILL S:r _._.iRED. 5/8 DIAM. 12" GALV. ANCHOR 1 BOLT @ 32" O.C. 131 4" CONCRETE SLAB 1 OMIL POLY a' P, " ��- POURED CONC. WALL ! 6 COMPACTED FILL DBL 2X6 P.T. SILL 2 4" CONC. SLAB CONCRETE FOOTING VAPOR RETARDER [� 10 MIL POLY 16 CONTINUOUS BARS TOP & VAPOR RETARDER SILL SEALER BASE PLATE AND AROUND ALL OPENINGS------- I L' ! I l._ 110 O FINISH GRADE: FILL & TAMP z i I LAFRY DA:MPROOF'1114G I E .. -., . = ! FOR 1 /FT. SLOPE, 5 AROUND t' ;; OVER TC C _ TJ RIM JOISI (' _ i ! FOUNDATION. FOOTING = o lIE I 4 CONC SLAB i — R 30 FIBER( 2X4 KEYrE:AY. i DBL 2X6 P 1 W SILL SEA 3 c S,.REBARS, CONT. / ij BOTH 'WAYS: .TYPICAL 205 CONTINUOUS B n _ _: _..- : ,�,�� 5 AJR T 5..,, REB S CON rt, _- BOT. AND AROUND ALL ..,.. �;�.,([�_ ,.� .. �[ fi E _ # 2X4 KEYWAY _.... _. _ . �, ..,. >: AINTAIN MIN, OF 48 - _ ... ......_._ .. B07. AND AF FOOTING COVERAGE 3. .. COVE GE CONT. BARS 77 _ I- .. ..._- ., ..-. ... E. :. II 71 FOOTING T A N UN 5 8 DIA OF FOOTING EE 36 x36 RBED SOIL_ M DISTU BOT. I-:' I-,.-�1. _ , 4' BELOW GRADE „ ,_ — _ BOLT @ 4 —( ELEVATION d1Vl T.B.D.TBD VA MINIMUM. 6' 10" 6" DAMPROOFIN GARAGE SILL DETAIL COLUMN FOOTING DETAILTSCALE 1-1/2" = 1'-0" SCALE 1-1/2" r'PICAL FOUNDATION DETAIL TYPICAL SILL DETAIL 2 = 1'-0" cl, 9 SCALE 1-1/2" = 1'-O" S(;k_:- 1'-1/2" = 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: pM ARN. CHRISTOPOULOS 47 NICKERSON FARM WAY SOUTH YAR M A TH' PROJECT # 190422 0 - 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 ';FT'. REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: b (3 PROJECT TRUE SCALE: 1 /4"=V-0" IM 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A*6 TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS GENERAL NAILING SCHEDULE JOINT DESC€IPTIO! NUMER OF.,NUMBER OF COMC�N NAILS' 80X' NAILS NAIL SPACING, ROOF FRAMING BLOCKING TO RAFTER (TOE —NAILED) 2-81D 2-10D EACH END RIM BOARD TO RAFTER (END —NAILED) 2-16D 3-16D EACH END MALL FRAMING TOP PLATES AT INTERSECTIONS (FACE —NAILED) 4-16D 5-16D AT JOINTS STUD TO STUD (FACE NAILED) 2-16D 2-16D 24" O.C. HEADER TO HEADER (FACE —NAILED) 16D 16D 16" O.C. ALONG EDGES FLOORFRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE —NAILED) 4-81D 4-10D PER JOIST BLOCKING TO JOIST (TOE —NAILED) 2-81D 2-10D EACH END BLOCKING TO SILL OR TOP PLATE (TOE —NAILED) 3-16D 4-16D EACH BLOCK LEDGER STRIP TO BEAM OR GIRDER (FACE —NAILED) 3-16D 4-16D EACH JOIST JOIST ON LEDGER TO BEAM (TOE —NAILED) 3-81D 3-10D PER JOIST BAND JOIST TO JOIST (END —NAILED) 3-16D 4-16D PER JOIST BAND JOIST TO SILL OR TOP PLATE (TOE —NAILED) 2-16D 3-16D PER FOOT ROOF SHEATHING WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" O.C. 8D 10D 6" EDGE / 6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" O.C. 8D 10D 4" EDGE / 4" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8D 10D 6" EDGE / 6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/ STRUCTURAL OUTLOOKERS 8D 10D 6 EDGE / 6 FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS 8D 10D 4" EDGE / 4" FIELD CEILING SHEATHING GYPSUM WALLBOARD 5D COOLERS — 7" EDGE / 10" FIELD WALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.C. 8D 10D 6" EDGE / 12" FIELD 1/2" AND 25/32" FIBERBOARD PANELS 8D1 - 3" EDGE / 6" FIELD 1/2" GYPSUM WALLBOARD 5D COOLERS — 7" EDGE / 10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS 1" OR LESS 8D 10D 6" EDGE / 12" FIELD GREATER THAN 1" 10D 16D 6" EDGE / 6" FIELD 1 CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. NAILS— UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED. TOP PLATE SPLICE BUILDING DIMENSION OF WALL CONTAINING TOP PLATE SPLICE (FT.) SPLICE LENGTH (FT.) 12 1 16 20 24 28 32 1 36 40 50 60 1 70 1 80 NUMBER OF 16D COMMON NAILS PER EACH SIDE OF SPLICE 2 4 6 8 8 NP NP NP NP NP NP NP NP 4 4 6 7 8 10 12 14 16 NP NP NP NP 6 4 6 7 8 10 12 14 16 20 24 NP NP 8 4 6 7 8 10 12 14 16 20 24 28 32 NP= NOT PERMITTED WALL CONNECTIONS FOR ENDWALL ASSEMBLIES WALL HEIGHT (FT) STUD SPACING UPLIFT (LB.) 8 10 12 14 16 18 20 PLATE -TO —STUD : NO. OF 16D COMMON NAILS — (ENDNAILED) 12" O.0 127 2 2 2 2 2 2 2 16" O.0 169 2 2 2 2 2 2 2 24" O.0 253 2 2 2 3 3 3 4 WALL OPENINGS — HEADERS IN LOADBEARING WALLS & NON—LOADBEARING WALLS HEADER SPAN (FT.) MINIMUM HEADER SIZE REQUIREMENTS AT EACH END OF HEADER NUMBER OF FULL —HEIGHT STUDS UPLIFT (LB.) LATERAL (LB.) HEADERS IN. LOADBEARING WALLS 2 2-2X4 1 277 132 3 2-2X4 2 416 198 4 2-2X4 2 554 264 5 2-2X4 3 693 330 6 2-2X6 3 831 396 7 2-2X8 3 970 462 8 2-2X12 3 1,108 528 9 3-2X10 3 1,247 594 10 3-2X12 4 1,385 660 11 1 4-2X10 4 1,524 726 HEADERS 1W NON—LOADBEARING WALLS AND WINDOW SILL PLATESI 2 1-2X4 (FLAT) 1 60 132 3 1-2X4 (FLAT) 2 90 168 4 1-2X4 (FLAT) 2 120 264 5 1-2X4 (FLAT) 3 150 330 6 1-2X6(FLAT) 3 180 396 7 1-2X6 (FLAT) 3 210 462 8 1-2X6 (FLAT) 3 240 528 9 2-2X6 (FLAT) 3 270 594 10 2-2X6 (FLAT) 4 300 660 11 2-2X6 (FLAT) 4 330 726 12 2-2X6 (FLAT) 5 1 360 1 792 1 FOR NON —LOADING BEARING WALLS AND WINDOW SILL PLATES, 2-2X4 (FLAT) CAN BE SUBSTITUTED FOR 1-2X6 (FLAT) SIMPSON H2.5 EACH RAFTER TYPICAL EAVE TRIM 1®1 3/4"X9 1/2" LVL CONT.- 20" LEG 3/4" NOTCH 1 1/2 1 1/2" LCC FLASHING — FRAMING HANGER 2X10 ® 16" O.C. - 2X8 @ 16" O.C. — SOLID 6X6 W/2®5/8" LAG BOLTS 3" MINIMUM IN TO 6X6 EACH END. SINK & PLUG HEADS 3/4" NOTCH 30" LEG SHOP WELD 3/16" FILLET ALL AROUND, TYP. 1 1/2 3/4"X8"X12" 1 1/2" I i I TOP OF FOUNDATION 3/4" BASE TYP. BASE SCALE 1-1/2" = 1'-0 JOIST HANGERS EXISTING WALL PLATE DETAILS 2X10 LEDGER BOLTED TO STUDS 2X LEDGER BOLTED TO STUDS 2®5/8" DIAM. THRU BOLT W/ WASHERS ,. SINK & PLUG HEAD 5/4X8 ---- -- S(NK" &I P .THREAD BOLT 6X6 SOLID POST IN WALL ALIGN W/ BRACKETS EXISTING WALL ALL HANGERS AND FASTENERS SHALL BE STAINLESS OR GALVANIZED, TYP. 3/8" WEB STIFFENER ON VO /2" CAP' PLATE W/ 3/4DIA. OLTS A3P WELD 3 16" S A3 ALL AROUND YP. Pony wall height, 12' Max. total wall height 10' Max. height OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Extent of header (two braced wall segments) Extent of header (one braced wall segment) °°°°° 0 0 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° Min. 3" x 11-1/4" net header ° ° ° ° Header shall be Top plate 00 >J) fastened to the continuity is 0 0 .X ° king stud with required per 6-16D sinker nails R602.3.2 2 Minimum 1000 lb header-to- ° ° � jack -stud strap shall be centered ° ° [1] at bottom of header and installed o on backside as shown on O side elevation 00 ° ° 2' to 18' (finished width) °° 3 °° ° Braced wall line with ° ° °° .0 Min. number of continuous sheathing °° °° studs shown ° No. of jack studs H-0 Full-length per table R502.5(1 &2) ° kin stud 2 Anchor bolts per R403.1.6 required Foundation per code Side Elevation Min. 1000 lb tension strap,. Strap shall be centered at bottom of header. Sheathing filler if needed 16d sinker nails in 2 rows @3"o.c. Wood Structural panel must be continuous from top of wall to bottom of wall, or from top of wall to permitted splice area Full-length king studs 3/8" m i n . thickness wood structural panel sheathing Not to scale 1) Fasten sheathing to header with 8d common nails in 3-in. grid pattern as shown and 3 in. o.c. in all framing (studs and sills) typ. 2� For a panel splice (if needed), panel edges shall occur over and be nailed to common blocking and occur within the middle 24 in. of wall height. One row of 3 in. o.c. nailing is required at each panel edge. 30 Min. length based on 6:1 height -to -width ratio. For example: 16 in. min. for 8 ft. height. FLANGE i BOLTS ;H SIDE. TO TOP 0 BEAM TS COL. FINISH FLOOR 3/4" T&G SUBFLOOR GLLUED & NAILED BEAM SIZES VARY 2X8 WOOD BEARING PLATE — BOLTED TO TOP FLANGE W/ 5/8'$ CARRIAGE BOLTS STAGGER SPACED ® 24"O. C. 1X STRAPPING TYPE 'X' GWB BRACKET @ O. H . , TYP. TYP. BEAM TO COL. CONNECTION DROP STEEL DETAIL SCALE 1-1/2" = 1'-0" 21 SCALE 1-1/2" = 1'-0" SCALE 1-1/2" = 1'-0" r ts 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: DAN CHRISTOPOULOS 47 NICKERSON FARM WAY SOUTH YAR MOAU TH, PROJECT # 190422 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 NTH 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". REGISTRATI� SEED AR� � , ©BERG' rP G 26 2022 REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: PROJECT TRUE SCALE: 1 /4"=V-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A*7 TOTAL NUMBER OF SHEETS IN SET: 11 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS -r,__�I_SL RIM BOARD For information on lateral load capacities refer to current TimberStrand LSL rim board literature 11 LVL may also be used as rim board TYPICAL DETAIL 0 EXTERIOR WALLS Backer block: Install tight to top flange (tight to bottom flange with face mount hangers). Attach with 10-10d (3') box nails, clinched when possible. Filler block: Nail with 10-10d (3") box nails, clinched when possible. Use 10-1 6d (3 1 /2") box nails from each side with TJI Pro 550 joists. * With top flange hangers, backer block required only when hanger load exceeds 250 pounds TYPICAL DETAIL ® INTERSECTION OF DOUBLE MEMBERS Microllam LVL, Porallom PSL p flange nger ce mount anger Web stiffeners are required if the sides of the hanger do not laterally support the TJI joist top flange and per current Trus Joist MacMillan literature TYPICAL DETAIL OF FLUSH FRAME AT MICROLLAM Load bearing or shear wall above (must stack over wall below) <ing panel Web stiffeners required each side at 131 W TYPICAL DETAIL ® LOAD BEARING WALLS TYPICAL LVL/GLULAM BOLTING/NAILING MULTI 1 3/4" BEAMS 2" 2 PIECES D-4" 2" 3 PIECES D-4" 2 ROWS OF 16D NAILS ® 12" O.C. 2 ROWS OF 1/2" DIAM BOLTS ® 12" O.C. FIRST FLOOR FRAMING PLAN STRUCTURAL SIZING BY OTHERS NOTE: FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DCICS. NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT, BECOME THE SOLE RE'PONSIBILITY OF THE CONTRACTOR. 4 RUCE—PINE—FIR) GRADE NO. 1 AND 2 T THE REQUIREMENTS OF THE BENDING STRESS (Fb) SHALL -TALL BE 400 P.S.I. THE MINIMUM LAM 3100FB OR APPROVED EQUAL. ALL LVL POSTS TO BE VERSALAM IN ACCORDANCE WITH THE `JOR SHEATHING a,/8" EXTERIOR STRUCTURAL GRADE FIR (C.D.X.) PLYWOOD ROOF SHEATHING, AND 1 /2" EXTERIOR STRUCTURAL GRADE FIR (C.D.X.) AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH PARTITION. 5. USE FULLY NAILED METAL CONNECTORS (TECO, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. 6. FOR LVL BEAMS OR HEADERS PROVIDE SOLID 4X4 LVL MINIMUM POST SUPPORTS FOR DOUBLES AND SOLID 4X6 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS, OR AS OTHERWISE SPECIFIED ON THE PLAN. 7. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH, INC. PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL. 8. BUILT—UP BEAMS (3 PLY MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2-10D NAILS AT 12" O.C. LVL BEAMS (4 PLY MAXIMUM) TO BE THRU—BOLTED WITH 1/2 INCH DIAMETER THRU—BOLTS OR EQUIVALENT POWER SCREWS STAGGERED TOP AND BOTTOM AT 16 " O.C. OR AS OTHERWISE REQUIRED BY THE MANUFACTURER. 9. ALL MANUFACTURERED FLOOR I —JOISTS TO BE DESIGNED BY THE SUPPLIER/MANUFACTURER. SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE ENGINEER PRIOR TO FABRICATION. 'arChL"thlAs 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: MR. DAN CHRISTOPOULOS 47 NICKERSON FARM WAY SOUTH YAR MOAU TH, PROJECT # 190422 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". REGISTRATI . 0 A` jRC PORT 6 2 6.2022 REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: b 13 PROJECT TRUE SCALE: 1 /4"=V-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. S-01 TOTAL NUMBER OF SHEETS IN SET: 11 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS I_SL RIM BOARD For information on lateral load capacities refer to current TimberStrand LSL rim board literature n LVL may also be' used as rim board TYPICAL DETAIL *EXTERIOR WALLS Backer block: Install tight to top flange (tight to bottom flange with face mount hangers). Attach with 10-10d (3') box nails, clinched when possible. Filler block: Nail with 10-10d (3") box nails, clinched when possible. Use 1 O-1 6d (3 1 /2") box nails from each side with TJI Pro 550 joists. * With top flange hangers, backer block required only when hanger load exceeds 250 pounds TYPICAL DETAIL ® INTERSECTION OF DOUBLE MEMBERS Microllam LVL, Parallam PSL __ r: cr r . �d LSL D flange nger ce mount nger Web stiffeners are required if the sides of the hanger do not laterally support the TJI joist top flange and per current Trus Joist MacMillan literature TYPICAL DETAIL OF FLUSH FRAME AT MICROLLAM Load bearing or shear wall above (must stack over wall below) <ing panel Web stiffeners required each side at 81 W TYPICAL DETAIL ® LOAD BEARING WALLS TYPICAL LVL/GLULAM BOLTING/NAILING MULTI 1 3/4" BEAMS 2» 2 PIECES D-4" -- 2» 2" 3 PIECES D-4" 2 ROWS OF 16D NAILS ® 12" O.C. 2 ROWS OF 1/2" DIAM BOLTS ® 12" O.C. ROOF FRAMING PLAN i STRUCTURAL SIZING BY OTHERS NOTE: FRAMING PLANS ARE CONCEPTUAL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT FINAL STRUCTURAL DESIGN AND CONSTRUCTION ADDRESS ALL LOADS AND IS IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE. ANY DESCREPANCIES IN AND/OR DEVIATIONS FROM THESE DOCS. NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT, BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OVERLAY SPRUCE — PINE — FIR) GRADE NO. 1 AND 2 EET THE REQUIREMENTS OF THE LE BENDING STRESS (Fb) SHALL SHALL BE 400 P.S.I. THE MINIMUM k — LAM 3100FB OR APPROVED EQUAL. .I. ALL LVL POSTS TO BE VERSALAM 'S IN ACCORDANCE WITH THE _LOOR SHEATHING, 5/8" EXTERIOR h" EXTERIOR STRUCTURAL GRADE R OR OTHER APPROVED SUPPORTS. ALL JOISTS UNDER EACH 5. USE FULLY NAILED METAL CONNECTORS (TECO, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. 6. FOR LVL BEAMS OR HEADERS PROVIDE SOLID 4X4 LVL MINIMUM POST SUPPORTS FOR DOUBLES AND SOLID 4X6 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS, OR AS OTHERWISE SPECIFIED ON THE PLAN. 7. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH, INC. PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL. 8. BUILT—UP BEAMS (3 PLY MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2-10D NAILS AT 12" O.C. LVL BEAMS (4 PLY MAXIMUM) TO BE THRU—BOLTED WITH 1 /2 INCH DIAMETER THRU—BOLTS OR EQUIVALENT POWER SCREWS STAGGERED TOP AND BOTTOM AT 16 " O.C. OR AS OTHERWISE REQUIRED BY THE MANUFACTURER. 9. ALL MANUFACTURERED FLOOR I —JOISTS TO BE DESIGNED BY THE SUPPLIER/MANUFACTURER. SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE ENGINEER PRIOR TO FABRICATION. archi-I ts ,rz, d architects inferior 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: MR. DAN CHRISTOPOULOS 47 NICKERSON FARM WAY SOUTH YARMMOAUTH, PROJECT # 190422 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'. REGISTRATION .A�p� D ARCyi OBERr 0 Y PORT, F 9��� G 2 6 2022 f REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: b . ft PROJECT TRUE SCALE: 1 /4"=V-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. S*3 TOTAL NUMBER OF SHEETS IN SET: 11 THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS LEGEND 99 - EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. --[99)-- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. . TH 1 TEST HOLE SLOPE OF GROUND C-00 UTILITY POLE FIRE HYDRANT NOTIE-1 NOT ALL SYMBOLS MAY APPEAR IN DRWNG *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM OMPONES SHALL SYSTEM PROFILE ALL SYSTEM MARKED MAGNETIC TAPE OR BE SYSTEM DESIGN. 2 COMPARABLE MEANS FOR FUTURE LOCATION. CAST IRON COVERS TO GRADE OR CONCRETE (NOT T4 COVERS TO WITHIN 6' GRADE, COORDINATE w/ OWNER " 2' CAST IRON COVERS rO GRADE OR CONCRETE GARBAGE DISPOSER IS NOT ALLOWED 2 PEASTONE OR GEOTExnUE TOP FOUND. EL 27.2' FILTER FABRIC OVER STONE COVERS M WITHIN 6' GRADE, COORDINATE W/ OWNER DESIGN FLOW- 4 BEDROOMS CAD 110 GPD -_ 440 GPD � 26.1' MINIMUM .75` OF COVER OVER PRECAST 2x SLOPE REQUIRED OVER SYSTEM 2E USE A 440 GPD DESIGN FLOW H-xo PRE :t'•) PRECAST RISERS BLOW 6R � o � 4"05CH4O PVC MORTAR ALL , 4.40 GPD (2) 880 -- ;: �" PIPES LEVEL tsT 2' ENDS i COMPONENTS SEPTIC TANK: w.) INVERT IN 22.00 , ° SIQES 23.0 USE A 1500 GAL. SEPTIC TANK \2�4.0' 10" 1500 GAL H-20 t4" ' So a 000 `° 4 a ' : 'L; j,ZQ' TEE SEPTIC TANK TEE 2zoo 0 0 ° ` >• appapaofla flp fl 6" "MIN SUMP �oa;ogog� ® gpo0000. LEACHING. GAS BAFFLE. .�a�op$aoago 12 MIN. INT. DIM. rwo.•�y/� f SIDES: 2 �33.5 + 12.8) 2 (.74) - 137 GPD .. �:. �_ 4' LIQ. LEVEL (ACME 0R EQUAL).-. 22.37' 1 '°o°o o°o o°o°o°o° 20.Ot / Ja0 fl a o o jo ono 0 0 0 0 0 0 0'0`0 o e o°e WATERTEST O'BOX FOR LEVELNESS L- BOTTC)M 33.5 x 12.8 74) 317 GPD fl0apaoaafl0oa OfloaoaofloflQaaaoabaaaoa0000aap (. H 20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQU •'e,o o_r..r r.r_e+_e_n.�.fl o 3le-1-1/2" DOUBLE WASHED STONE 4' MIN. TOTAL: .614 S.F. 454 GPD ALL AROUND PRECAST STRUCTURES (3) UNITS REQUIRED 6" CRUSHED STONE. OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE 33.5' X 12.83' COMPACTION. (15.22t [21) USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 7 2 WITH 4' STONE ALL. AROUND (fix SLOPE) ( x SLOPE) (1 x SLOPE) O FOUNDATION--- i4' SEPTIC TANK ----- 29' H LEACHING D' B13OX 12' FACILITY NO GROUNDWATER1140 �1FOUND 13 1 pE 24.E~"" # � ' BVW8 AREA Wf BENCHMARK: N 25 NAIL .TO BE o Q �- WORK L1Mll LINE SET IN TREE '0 a % 32,850 S F. =27.2' NAVD88 T ci BVW7 TORE .(� Z.MAO 1 aQ' 0 F BVWPOOL •..o ,,, PORCH S a 25 REMOVE/MANAGE INtOSIVE SPECIES. �� 2' z AVE MATURE TREES 'L 2a �'"" •• PROPOSED l4 WHERE FEASIBLE IK m ` DWELLING < 24 TOF - 27.2 ,ION OL ON 1 Lv o �. : -" FlNl5 D SL E -` ...,..............,,._..... Q o P POSED .... c;� . .. BVW5 GE ..._{ Cam' �S B= 26.7' 3„+,' EMO /MANAGE ASIV SPECIEl - N .: :�D B E WLL AN LOT . A :.. SL PE. L'E MA T p P/ H PI TREES U P A D - 52 , % •'\,,, \ + .. x W/ IN THI AREA BVW4 00 MOVE. '�I VE P NA E O 4 �vwjz BLAC [zs WETLAND 4 A4 • ,#, LOCUST ti } 1 A Al C TR S( 1 Q 07 .. t4 �'o AVE l8" r !TH N N �,a� f loqK TREES ; ND 0 .t,.Z 2 RB E A. 17 b 18 0� S. Q AM G p z� ` rya' � o � •.t �,� N �' Zg. 37E � :E. T27 �•.. f>� EA�yc A* , ••. ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' MAX. BUILDING COVERAGE 25% MAX. BUILDING HEIGHT 35 SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT OWNER OF RECORD DANIEL CHRISTOPOULOS 27 MAKEPEACE LN WEST YARMOUTH, MA 02673 REFERENCES DEED BOOK 33886 PAGE 294 PLAN BOOK 345 PAGE 89 NATIVE fill.. Q 9Ct�l�.E SYMBOL PLANT NAME SIZE 05' O.C. SHENANDOAH SWITCH GRASS 'SHENANDOAH' #3 PANICUM VIRGA MM IV is NORTHERN BAYBERRY. #3 MYRICA PENSM VANICA NORTHERN ARROW.WOOD #3 W&IRA VM DEN TA7UM � w w w v v NEW ENGLAND WILDFLOWER MIX w w NEW ENGLAND OF7LAND PLANTS, INC OR EQ1lAL J 1. DATUM IS NANO 88 PDmm 2. MUNICIPAL WATER IS PROPOSED Pox d 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. riff E'riks 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS Stoney HiN Roo'�'o{ d ti, t► TO BE AASHO H-Z 5. PIPE JOINTS TO BE MADE WATERTIGHT. Locus aye Ter 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH ua 310 CMR 15.000 (TITLE 5.) 2 q 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHERo PURPOSE. Knob Hi11 & PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Whites Path Siu WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCUS. MAP DIGSAFE (1--888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES SCALE 1 "=2000'f PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 118 PARCEL 23.2 REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY; LOCUS IS WITHIN FEMA FLOOD ZONE X 12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO (AREA OF MINIMAL FLOOD HAZARD) AS. DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES. SHOWN .ON COMMUNITY PANEL #25001C0579J 13: PROPOSED DISTURBANCE TO B(37-) E LESS THAN 1 ACRE DATED 7/16/2014 * 'F50IPTtl- TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS; MALLORY LANGLER DATE: ' 1 /26/21 PERC. RATE = < 2 MIN/INCH.. CLASS I SOILS n ELEV. ELEV. V" On 24.6' 0" 25.0' FILL FILL 30" 22. 1' 129' 2 4.0' C C M/FS MS P11xc 1OYR 7/4 1OYR 7/4 120" 14.6' 120" 15.0' NO GROUNDWATER ENCOUNTERED TITLE 5 SITE PLAN OF *47 NICKERSU"'N FARM WAY SOUTH YARMOUTH, MA PREPARED FOR DAN HRI S TOPOUL OS DATE: ,JULY 19, 2021 REV.: AUGUST 25, 202.1 (VEGETATION NOTES) REV.: AUGUST 9, 2022 (ivo f� 3>iSTvn.{E Srz�'� yk Scole:1 "= 20' OF MASSq F3'IH OF AlASS9 DANIELA. oyG� 0 10 20 30 40 50 FEET +� A- 1 , u OJALA, Al CIVIL " No. 40 " q No 46502 � q°FF s s °��� �� P°�F �c, S T ER�G�``� off 508-362-4541 fox 508--362-9880 R JR\!SS/ANAL E downcape.com a PWO alpe en ®►erring, iftc. �''Z f civr'I engineers DATE DANIEL A. OJALA, P.E., P.L.S. 'land surveyors 939 Main. Street ( Rte 6A) YARMOUTHPORT MA 02675 21-094 cHRISTOPouLos.awc CJ