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HomeMy WebLinkAboutFloor Plans - Building plansHEALTH DEPT. LIST OF DRAWINGS NEW RESIDENCE C.0 COVER SHEET FOR: SITE & SEPTIC PLANS LANDSCAPING PLANS AB.1 ABBREVIATIONS PETER A.0 FOUNDATION PLAN alrchi� A. 0.1 A.1 FOUNDATION DETAILS FIRST FLOOR PLAN 1 1/2" — 1' 0- 1/4• 1' 0- < tdllt: Wit• "pr f 1t' R OB ER TA A.2 SECOND FLOOR PLAN /4" 0" EAI R B AN K S A.3 ROOF PLAN 1/4" = 1' o" A.4 ELEVATIONS 3/16•• = 1--0^ architects interior designers builders A. 5 ELEVATIONS 3/16•• = 1-0- A.6 BUILDING SECTIONS 1/4"— 41 A.7 BUILDING SECTIONS 1/4•• = 1--D•• 299 WHITE'S PATH UNCLE A.8 BUILDING SECTIONS SOUTH YARMOUTH, MASSACHUSEfS,02664 f R O B E R T S A.9 A.1 O WALL SECTIONS WALL SECTIONS 1/2" = 1-0- A.11 WALL SECTIONS 1/2" = 1-0- ROAD A.12 DETAILS (RESERVED) V. - 11-0•• tel (508) 362 - 8883 A.1 3 DETAILS (RESERVED) _ ,'-p'• (508) 760 - 2800 A.1 4 DETAILS (RESERVED) WEST A.15 DETAILS (RESERVED) fax (508) 760 - 5800 A YA R M O U TH A.16 DETAILS 1 1/2" = 1•-0- WWW.ERTARCHITECTS.COM , A.1 7 DETAILS 1 1/2" — 1-0- MA A.18 DETAILS/NOTES 1 1/2" = 1-0- 1 1/2•• — 1•-01• S.1 FIRST FLOOR FRAMING 1/4" = 1•-0•• S.2 SECOND FLOOR FRAMING 1/4•• = 1•-0•• S.3 ROOF FRAMING 1/4" — 1•-0- SWA FIRST FLOOR SHEAR WALLS 1/4" — 1•-0" SW.2 SECOND FLOOR SHEAR WALLS 1/4" = 1•-0- PERMIT SET 12.01.2022 afCfll t5 architects interiordesig— builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 fel 1508) 362 - 888.3 1508) 760 - 2800 fax (508) 760 - 5800 W W W.ERTARCHITECTS.COM NEW RESIDENCE FOR: PETER ROBERTA FAIRBANKS 41 UNCLE, ROBERT S ROAD WEST YAR MOUTH, PROJECT N 210422 ALLi3ERT ARCHITECTS INC. THE ORAx,xCS An0 OF 1HE IDEAS. ARRANGEMENTS, DESIGNS ATN FIANS [ATEO THEREON OR REPRESENTED _ER'I . ARE OMNEO BY AN OF ENT ARCHITECTS. INC. NO PART THEREOF SHAL- BE URULEO BY ANY PERSON, N, OR CORPORARON FOR ANY PURPOSE. E=EPT — SPEOFIC 'MNTTEN PERMISSION OF THE FIRM ERT ARCHITECTS. INC. MESS PLANS ARE NOT TO BE USED FOR PERMITDNC OR L PURPOSES UNLESS STAMPED k SIGNED Y.1M AN ORIQNAL ARCHITECT'S STAMP AND SCNA eRE t MANNED AS "PERMIT SEr• ON "CONSTRUCTION SEr•. REGISTRATION REVISIONS DATE: REVISIONS: ISSUED FOR: DATE: PROJECT TRUE SCALE: 3/16"=1•-D" UNLESS OTHERWISE NOTED. SHEET NO. C.0 TOTAL NUMBER OF SHEETS IN SET: 38 1H5 SHEET NVALID UNLESS ACCDNPPN ED BY AW PNNG ORAINNLOSF 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 30#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY. PROVIDE 5/8"X12" ANCHOR BOLTS 0 32" O.C. MAX. 2. ALL STRUCTURAL STEEL COLUMNS TO BE 4"X4"X5/16" SQUARE STEEL TUBE COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"X6"X5/8" CAP PLATE & 7"X12"X3/4" BASE PLATE W/ 2®3/4" DIAM. BOLTS- WELD ALL CONNECTIONS FOOTINGS TO BE 42 X42"X15" SQUARE CONCRETE W/ 3®q5 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. S. 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. TYPICAL NOTES: 1. ARCHITECT'S DRAWINGS DEMONSTRATE DESIGN INTENT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETE THE WORK IN A MANNER THAT ACHIEVES DESIGN INTENT. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUCTION MEANS. METHODS, SEQUENCES, WARRANTIES. AND PROCEDURES, AND FOR CONSTRUCTION SAFETY. 3. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. 4, WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT DOCUMENTS, PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE THE WORK. BACKFILL W/ CLEAN COMPACTED FILL PROVIDE 12" OF 3 4" CRUSHED NATIVE STONE •••••,•,s J ,---------- - - ----- --------------- IN - PROVIDE g5 REBARS 4^ 12" O.C. VERT IN MAIN FOUNDATION WALLS TO TIE o TO FROST WALLS. TYP. o CONTRACTOR SHALL CONNECTION WHERE POUR -I MAINTAIN T( MINIMUM o IS NOT CONTINUOUS. o �______________________---____________________--_-._.--------------------------- .----.------------ ______________---- 48" FOOTING COVERAGE GARAGE SLAB 6 EL.20'—D" UNFINISHED BACKFILL W/ CLEAN ----------- BASEMENT ---------- ---------------------------------- ----------- )Z COMPACTED FILL EL. 13'-0 1/2" 4" CONCRETE SLAB ON :__ _--______________________-____________________-----_________________________-_-__________.____________-__________________.- .0,1 PITCH 1/8" PER FOOT v 120-0; 10 MIL POLYVINYL VAPOR TOWARDS DOORS RETARDER & COMPACT D STRUCTURAL FILL W� 1 150-0- CONTROL JOINTS ® 20 O.C. GARAGE & OTHER FILLED FOUNDATIONS: "v MAX BOTH DIRECTIONS. 10' W/2@#5 TOP & BOTTOM BAR. 23'-2" 15'-9 1 2" 15'-9 / 2" REST FOUNDATION ON 20"X10" STRIP FOOTING. r`o PROVIDE 2®y5 HORIZ. BARS CONT, IN STRIP FOOTING W/ KEYWAY. LAP TOP #5 BARS TO a / MAIN WALL BARS. PROVIDE TRANSITION F(IOTING: so LA ES 34/4 10'XWb" & S REINFORCING W/#5 HORIZ. BARS SPACED `V 4'X4'X1 W/ 4 @ 5 (4� A/TE I,. ITEN SCREWS VERT, ®12" O.C. PROVIDE 5/8"X16" ANCHOR ( BARS EACH WAV; (3 PL CES) BOLTS 0 32" O.C. MAX. p BOTTOM p . ------- _ 12" AT DOOR OOPENNGS - - - - L-ATE3f4 %i0$�EWI &- - - -.-,- - FOOTING: FOOTING: 99 a-�4'X4'7-1 W/ -0-�-y5- Wy -- m ' 1(4) 5/8"X PTEN SCREWS BARS EACH WAY; BARS EACH WAY; (3 PLACES) n ; BOTTOM BOTTOM nND " 3'-9T -----" HSS 4X4X.2;z W/PLATE3B.4"X10X70 &(4) 5/8(3 PLA1TEN SCREWS S,0----------- 267D CLOSET---UNDER-- -- A.0.1A.0.1150-0 IL T•'NG ------- aBACKFILL W/ CLEAN COMPACTED FILLUP 14RWALL 1/2" OFF-----'--'---`----------- UNDATION WALL t- - FOUNDATION PLAN OPHOTOVOLTAIC SMOKE DETECTOR BACKFILL W/ CLEAN COMPACTED FILL PERMIT SET 12.01.2022 I archt is architects intedordesigners budder, 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 t.1(508) 362 - 8883 (508) 760 - 2800 fax )508) 760 - 5800 WWW.ERTARCHITECTS.COM RESIDENCE FOR: PETER ROBERTA FAIRBANKS UNCLE, ROBERT S ROAD WEST YAR MOAU TH, PROJECT # 210422 02022 ENT AN-TECTS, mC lH ALL OF INE iA—, ARRANCENEnnOR ��oCS Gx� Fxo —REBY. ARE OYINEO BYEAN E 'G'ZEG BY AN' B1. ANY S9 URPOSE. E—T N11H'—CIFIC ..TC. .N R OF E FlP .1 ARCHiiECTS, PTC. THEY PLANn NG R -1 NOT TO Bu BIG FOR P RIGINALAAR a TECT'S STAII ABC OISu TNc REGISTRATIO SYfFADnA.;x Q4�¢EyOBER) OC�, REVISIONS DATE: REVISIONS: ISSUED FOR: PERMITTING DATE: 12.01.2022 PROJECT TRUE SCALE: 1/4"=)'-0' 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.0 TOTAL NUMBER OF SHEETS IN SET: 38 iHIS SHEET i14110 UNLESS ACCO ED BY _ - COORD. DIM, W/ 2® p5 REBAR I DOOR LOCATION 6" APRON, THICKEN TO 8" ® DOOR OPENING I I �—GARAGE DOOR 1'-0• I I � i i/2"%1 1/2"Xt/4" GALV. ANGLE W/ y4 N.T.S. I I ANCHORS ® 3'-0" I O.C. MAX. F.O.F. 3' I I J F--� 2X4 KEYWAY e W 0 §.r .REBARS CONT-----.-_— nl —` t 'WFI FILL — GARAGE APRON DETAIL 11 SCALE 1-1/2" - 1'-0" TYPICAL WALL NOTES 4{-0 10 MIL POLY ll 5/8"%17„" Q,ALy ANCHOR BOLTS 11 W/ 1(4 X3 %3 SLOTTED PLATES II VAPOR RETARDER 6" COMPACTED FILL 4"%4"X.25" TS COLUMN —12"X12"XS/8" BASE PLATE W/ 2®3/4"DAIM BOLTS ® 32 O.C. &WITHIN 12' QF ALL CORNERS. PROVIOE 8 MIN EMBEDMENT, TYP. 4" CONCRETE SLAB 10 MIL POLY ' " 4CONIC. SLAB VAPOR RETARDER. TYP DBL 2%6 P.T. SILL p v : CONCRETE FOOTING W/ SILL SEALER 3 ® q5 REBARS, CONT. a BOTH WAYS (TYPICAL) FINISH GRADE: FILL & TAMP z fOR 1"/FT. SLOPE, 5' AROUND FOUNDATION. Q•�_____________*" 2%4 KEYWAY "------ � __�-__..__ _� tx 30#5 CONT. BARS----'-- I - jp ImlN, SEE PLANS FOR SIZESkn BOT, OF FOOTING 4' BELOW GRADE-=-- - '^--------e—J-------^--=^- ` MINIMUM. GARAGE SILL DETAIL 1 SCALE 1-1/2' = 1'-0' COLUMN FOOTING DETAIL 9 SCALE 1-1/2" - V-0" WALL 3/4" FINISH FLOOR 3/4" SUBFLOOR— OTYPICAL EXT. POST CAP NOT TO SCALE RIM JOIST 6X6 PT POST -I '•'�-- R-30 FIBERGLASS INSULATION LFLOOR JOISTS SEE STRUCTURALS FOR SIZES/SPACING 2X PADDING ABU66 DBL 2X6 PT SILL W/ SEALER STEEL BEAM, SEE STRUCTURALS y5y//8"%12," G/�LX ANCHOR BOLTS POST BASE FOR SIZES ® 32' C. & WITHON TEZ" PLATES ALL CORNERS. PROVIDE 8 MIN EMBEDMENT, TYP. BEAM POCKET THREADED ROD SET IN TO TUBE OR FOOTING 24" 10" FOUNDATION WALL SONG TUBE OR FOOTING DO 0 a O .a BEAM POCKET O DETAIL O TYPICAL EXT. POST BASE SCALE 1-1/2' = 1'-0' NOT TO SCALE N 1.5" N DO NOT BACKFILL WALL UNTIL CONCRETE HAS ATTAINED 7 DAY STRENGTH AND BOTH TOP & BOTTOM OF WALL ARE PROPERLY N5 DOWELS ® 18" O.C. TYPICAL WALL NOTES ] i /� SECURED. / DOWELS TO MATCH 1 \ V 10" POURED CONC. WALc 6" COMPACTED FILL 10 MIL POLY I �- 20#5 CONTINUOUS BARS TOP & VAPOR RETARDER 1 O BOT. AND AROUND ALL OPENINGS----- CARRY DAMPRDDFING OVER TOP OF ' N FOOTING p 1 4" CONC. SLAB R-30 FIBERGLASS INSULATION TJ RIM JOIST 2X4 KEYWAY - - 1 - - - - 5 8'I C�Lj; ANCHOR BOLTS I "af 2 %3 X3 SLOTTED PLATES ®3O.C. & WITHIN 12" QF ALL CORNERS. PROVIDE a MIN 30 q5 REBARS, CONT,------ 0 G O '--? -i EMBEDMENT, TYP. I I I DBL 2X6 P.T. SILL W/ SILL SEALER — L p W MAINTAIN MIN. OF 48'=— '— --e- FOOTING COVERAGE I I V 1 t - '�` 2®5 CONTINUOUS BARS TOP & qq a FOOTING TO BEAR ON— - ,� - -( UNDISTURBED SOIL ( BOT, AND AROUND ALL OPENINGS ELEVATION T.B.D. 5" 10• 5' DAMPROOFING 10• TYPICAL FOUNDATION DETAIL TYPICAL 4) SILL DETAIL O SCALE I-T/2' 1'-O' SCALE1-1/2" = 1'-0' I,� W^ ,1 Ear c 7tt fir ,.> architects intedorddgners builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 te1 �508�362 - 8883 �508� 760 - 2800 faX 1508) 760 - 58DO WW W.ERTARCHITECTS.COM NEW RESIDENCE FOR: PETER ROBERTA FAIRBANKS 41 UNCLE, ROBERT S ROAD WEST YAR MOUTH, PROJECT N 210422 c 2022 ERE MCH, AFRINC. ENE ORASGG5 AND ALL A THE IDEAS, P.¢RANC£MEN15 PRESNS AND LANs INDICATED BY AEON OR IN REPRESENTED OFTHEREBY. ARE OWNED BY AND REMAIN THE PROPERTY BE UTU2ED 81 ANY PERSON MERT AR -RE- INC. NO T OR CORPORATION FOR ANY PURPOSE. EXCEPT YAM SPELnC MRTEEN PERMISSION OF TIE FIRM ERT ARCHTECTS. INC. —SE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSERUCTON PURPOSEsµU— STAMPED & SIGHED AL —TECrS STAMP AND SIGNATURE & M.— AS 'PERMIT SET' OR "CONSTRUCTION SET, REGISTRATIO "v��cARGy F pgg£Rt1< c` w Na. TOTYJ r vAPax . 5 MA REVISIONS DATE: REVISIONS: ISSUED FOR: PERMITTING DATE: 12.01.2022 PROJECT TRUE SCALE: I/4"=i'-0' 0 1 2 4 8 UNLESS OTHERWISE NOTED, SHEET NO. A.0.1 .TOTAL NUMBER OF SHEETS IN SET: 38 Txls sNEEr Ixvnuo UNLESS ACCOMPANIED BY ._.NC N,UMNGS A O A.6 y I EL. 21' 3" / — ' I �FVOf�, 1LINE GARAGE a T \ EL. 211'-0" PITCH SLAB 1/8" PER FT TOWARDS DOORS PROVIDE 1 LAYER 5/8" TYPE " X " FIRECODE GWB ® CONNECTIONS W/ LIVING SPACE PROVIDE 2 LAYERS 5/8" TYPE ' X. FIRECODE GWB ON 1/2" DOUCEOND RESILIENT FURRING CHANNELS ® CEILING DOOR -OPENERS SHALL BE MOUNTED ONE ESILIENT MOUNTS. O " 20 MIN. DOOR 9cec � G4R ' ry qce 2X6 WX L TYPICAL NOTES: 1. ARCHITECT'S DRAWINGS DEMONSTRATE DESIGN INTENT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETE THE WORK IN A MANNER THAT ACHIEVES DESIGN INTENT. 2, THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUCTION MEANS, METHODS, SEQUENCES, WARRANTIES, AND PROCEDURES, AND FOR CONSTRUCTION SAFETY. 3, STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. 4. WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT DOCUMENTS, PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE THE WORK. WC TS 28T0 GREAT ROOM EL. 21'-10" o 2X6 WALL E DINING AREA ry d 23X10 O 2X6 WALL EF a MUDROOM EL. 21'-10" T--- 2E7D 7-3 OW 3o>o o O AA I E` KITCHEN 19X15 I I WO / 1&2 TYP PIVOT IL A LINE -" ----- 2X12 WALL. HOLD INSIDE FLUSH & HANG OVER FDN. OPEN OPEN FO GO z I m z m UP BENCH W/ - CUBBIES & HOOKS FIRST FLOOR PLAN 2,049 SF LIVING AREA OPHOTOVOLTAIC SMOKE DETECTOR LNDY 8X9 O WC 2„ 2670 EL. �1'-3' ` —4A6 iI FL,.21•-3.. -- - I I Z w ]FllkR } 2X6 WALL cc CCZ a Q O 0 MASTER BEDROOM D zBTD s°o 13X23 I MASTER \\ BATH sR7o D WC Z'- = N LASS SHOWER IOOR & 5 3/4" LOSURE GRANITE BENCH MASTER CLOSET 9X8 1' 0" 2-6X6��1 -0 ANGLED COLUMN DETAIL NOT TO SCALE PERMIT SET 12.01.20221 archi is architects incriordesigners builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508i 362 - 8883 (508� 760 - 2800 fax (508) 760 - 5800 WWW.ERTARCHOECIS.COM RESIDENCE FOR: PETER ROBERTA FAIRBANKS UNCLE, ROBERT S ROAD WEST YAR MOUTH, PROJECT R 210422 ©� 022 ERE ARCH - NE ME N7 %CASINGS MO ALL A ME C ADM E O NERS, FFE AND PUNS E A By ANDT OR REPRESENTED THEREBY, RC O TS, INC.AND REMAIN ERE PROPERTY OF ERT UTILIZE B ANY RS A. FART EHERERP SHALL ReaNY PURYPOEE. CEPT. FIRM. CORPORATION ERMSSON OF ME FIRMEXCEPTERT ARCHITECTS, hIESE PLANS ME NOT TO BE USED OR F—ITTING OR CMSWUCTION PUR10— „N.SS STAR— B 5CNE0 ORICRIAL C STAMP 9GNANPER MACRXED AS PERMIT SET OR CONS —TON REGISTRATIO SE,REG ASS x"E`P09[Rt lO �?j m e ND. 10730 ' GF ' REVISIONS DATE: REVISIONS: ISSUED FOR: PERMITTING DATE: 12.01.2022 PROJECT TRUE SCALE: D 1 2 a 8 UNLESS OTHERWISE NOTED. SHEET NO. A.1 TOTAL NUMBER OF SHEETS IN SET: 38 THIS SHEET INYALO UNLES ACCOMPAMIED BY Of MRKINGOMPLETE DRAMENSET45 TYPICAL NOTES: 1. ARCHITECT'S DRAWINGS DEMONSTRATE DESIGN IN OF THE CONTRACTOR TO COMPLETE THE WORK IP DESIGN INTENT. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUCTION MEANS, METHODS, SEQUENCES, WARRANTIES. AND PROCEDURES. AND FOR CONSTRUCTION SAFETY. 3. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. 4, WHERE AN ITEM IS REFERRED TO IN SINGULAR NUMBER IN THE CONTRACT DOCUMENTS, PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE THE WORK. SECOND FLOOR PLAN 2,712 SF LIVING AREA OPHOTOVOLTAIC SMOKE DETECTOR PERMIT SET 12.01.2022 arcV�Lt architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 }el �508362 - 8883 �5081760 - 2800 f. (508) 760 - 5800 WWW.ERTARCHITECTS.COM RESIDENCE FOR: PETER ROBERTA FAIRBANKS 41 UNCLE ROBERT'S ROAD WEST YAR MOUTH, PROJECT H 210422 2033 FHT ARouTEcls, INC. THE DRAWxGS AND ILL OF TLE IDEAS, ARRANGEMENTS. DES . AND FLMS CAT' TE EON OR REPRESENTED Ul LEGS, INC, AND x T LREMAINNEREDF SxAILMOPERTr BEEU FLOODCBY ANY PG-. FIRM. BIT FBI MY POSE. ExcEPSPEaflc VPo.RRiiiEux IXL a LNE R R. .1NANaTTE 1 I.E. TNEBE PLANS ARE NOT TO BE DIED FOR 1111ITINI IR CON, TRUCT- R RMTH AN ORIGINAL ARFTEETI EO ARWITECTS STAMP AND SONATURE 4 1ARNED Al "PERMIT Mr OR "EONSTRUCTON SET'. REGISTRATIO r 15 ppflERTAq(',F� M w ND. 10730 REVISIONS DATE: REVISIONS: ISSUED FOR: PERMITTING DATE: 12.01.2022 PROJECT TRUE SCALE: 1/4"=1'-a" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.2 TOTAL NUMBER OF SHEETS IN SET: 38 � c ACCOMPANIED nrxcs r ROOF PLAN SCALE: 1/4"=1'-O' COMPLETLEY COVER ENTIRE ROOF WRIER 1 LAYER OF GRACE ICE & WATER BAR & CEDAR BREATHER PRIOR TO ROOFING. TYP, ALLCC VALLEYS RUNLESS NOTED OTHERVASEHT BE PERMIT SET 12.01.2022 arc7wtt orc0acs intenordesignaP builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 fel(508�862 - 8888 (508� 760 - 2800 fax 1508) 760 - 5800 W W W.ERTARCHITECTS.COM NEW RESIDENCE FOR: PETER ROBERTA FAIRBANKS UNCLE ROBERT'S ROAD WEST YAR MOUTH, PROJECT N 210422 ALL OF ME AORANGEM— DESIGNS. D PLS NDICATE. TRERE. OR RE➢RESENTEO MEREBYx ARE OWNEL BY AN PROPERTY OF ERi AROIITECtO, IxC. NO PART QREOF SHALL BE UTU-UEO BY ANY PERSON, ROM, OR CORPORATION FOR ANY PURPOSE. -EPT - SPECIFIC WRITTEN PERMISSION OF ME FIRM ERT ARORITECM INC. MERE PLANS ARE NOT TD BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & - D NITECT'S STAMP - ANRE & NARNED "PERMIT SEP' OR "COi51RUCTION SEl". REGISTRATIO t„c;•.o.R.Rcnrr w W. 70730� ruaF REVISIONS DATE: REVISIONS: ISSUED FOR: F7HTt ITTING DATE: 1,2500720022 PROJECT TRUE SCALE: 1/4"=1'-0' 0 1 2 4 B UNLESS OTHERWISE NOTED, SHEET NO. A.3 TOTAL NUMBER OF SHEETS IN SET: 38 B SHEE V D UNLESS ACCO ANIEB BY WORONG DRAWNGS