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Home My WebLink About2022 Sign off Transmittal - Demo & Replace with 4 brm homeMULTI 1 3/4" BEAMS 2 PIECES 3 PIECES B A.5 = 0 3-%" DIA. CONC. FILLED I SPACE SLAB 1 \ I 1 I F- Gi STEEL LALLY COLUMN ON 1 I I m a 36"x36"x12"D. CONC. d I I L 4 / I I w FOOTING (TYP.) I < I 10" THICK x 9'-9" �.� �+ - I CONCRETE WALL ON 1 I ( Q I I CONT.24"W.%SO"D. I w T-6" SLAB HT. CHANGE I ' 1 CONCRETE FOOTING. (A (2)1 Q LVL FLUSH I PROVIDE 2#5 REBARS A [PROJECT #: 20-31 o I I ( I 10 THICK x9-9 CONCRETE WALL ON FT------------ - ----------------------.--.+7 @ TOP & BOTT. TYP. '. I �CONT. 2b"W.x10"D- I CONNECTION WHERE I I I I I_• I I CONCRETE FOOTING I POUR IS NOT CONTINUOUS. i 1 r----------- ---------- - --- - -, . 1 m _\ I j. I 10"THICKx9'-9" BEAM POCKET - - - I I - I FNDN WALL HEIGHT \ 1 CONCRETE WALL ON 7777, CHANGE1" DEEP CONTRACTION CONT. 24"W.xIO"D. - _-'10"THICKx S-4"_____�___________ JOINT CUT WITH EARLY — --- I ____--____ ------- I CONCRETE FOOTING (3)1 -3/4'x11 -/x. FI I 1 Y ( )jENTR 8AW ttP.---- I y`t'2x10 PT. LEDGER - LVL Qv W/Q)'DIA. ) cI I 14'-24' ...I .. ....................................................... . I ......... ............ .............._FOOTING (BF28) FOR '�' = BOLTS @ 12" O.C."""' I.................................................... .......... 0 COLUMN SUPPORT ABOVE .�� (TYP.) I (TYP.) " tiA.5 1 CRAWL SPACE PITCH SLAB Ys" PER FOOT—) H.S.S. WxWx.25" I :. I elevation 7.5' I (3) 2x12 P.T. FLUSH do I :,,.. TOWARDS DOORS STEEL COLUMN - CONTRACTOR SHALL - ��! y"CONC. SLAB ON IO I 1 I I ON Y>s' STD. BASE - MAINTAIN 48" MIN. CL 1 I 1 - 11 I I MIL VAPOR RETARDER I DROP TOP OF FNDN PLATE W/." DIA FOOTING COVERAGE 1— — — — DUAL FUNCTION — —_ — — — — — _ —. — _ I -.: I I WALL @ DOOR OP'GS BOLTS <: FOUNDATION FLOOD r -- ---------- I 3-%" DIA. CONC. I '" 434 4-1--- rt VENT BY SMARTVENT _ I I rt - — — — — I I (TYP') 2'-0" I - ..W -` '`, I LALLY COLUMN ON '---- 1C -------------------------- I I - - - - - - - - - - - - - - 5._0.._ DECK STAIR ABOVE I 1 ( .: ,.. "': -- - - - - --- '"� -- ------ BEAM -'' POCKET 36'X36"x12"D. CONC. FOOTING rn I I — — � L ------ l ------------ ------------- .J r C .- — — — — — — A.5 rt \ 2 ROWS OF 16D NAILS @ 12" O.C. , z --- - -- - - -- -- -----"-J 6"X61 POST I I L- -- l I 3 2x12 P.T. FLUSH - I I .a-. r lip P;F FLUSH D.C. MIN. T' EMBEDMENT I 2x10 P.T. LEDGER 1 I `; ' I I Q w W/3"x3"x Y4' PLATE .. - o I W/(2) %" DIA. I I I WASHER (TYP.) (3)1-Y4'x 11-%" (3)1-Y4'x 11-Y," i ^ BOLTS @ 12" O.C. I I •' Q LVL LVL 10" THICK x 9'-9" I (TYP.) v CONCRETE WALL of CRAWL SPACE POST UP ^ ON CONT. I -. I DECK STAIR _ I ma o elevation 7.5' 24'W.x10"D. I I - OV f \ \I I _ 4" CONG SLAB ON 30 0 : BEAM BEAM POCKET CONC. FOOTING I F— l T ..i I MIL. VAPOR RETARDER zz POCKET J I I I I� I \I i i Q - - Uj 1$I ` a I -- - - - - - ----------- - CL 4 I '± I I I I I I I I I I H.S.S.4 x4'x.25" FNDN WALL I HEIGHT CHANGE I ' '-03 " ' -534 B71� 4 -2 I 0'�4 STAIR STEELCOLUMN s%" I 1 .,, I ABOVE ON STD. BASE PROVIDE 2N5 REBARS I I PLATE W13/4" DIA. @TOP&BOTT. TYP I ml I l BEAM. r-- --� r-- --� r-- --� -� LI BEAM 1 I L I1 L I� BOLTS CONNECTION WHERE I �I I I ...;: • ,;I POCKET I I I I POCKET It, — -L -1- I POUR IS NOT I I I I I I I I I I I I CONTINUOUS. A..................... .......... .... .. ( ........ ) ............. .......... ......... .......... L.)L L............. ) ,..........I LV ... .......................... .......................... A.5 1 .- 1 J 1 - J I I II I POSTS (3 11-T/e" I ";;; I 6 1 10" THICK x — I- I (3) (3)1- 4'x 11-/a LVLI UP LVL ,' - 36" W. DOOR FOR CRAWL 36" m I CONCRETE WALL ON I (... 3-i4" DIA. LALLY " SPACE ACCESS m 1 CON s, Q N UNDER ' CON CR TE FOOT NGCOLU 4x8"^LVL POST FROM I I RIDGE DN. 12" FROM GARAGE ,V). I SLAB TO LOWER CRAWL = 0 3-%" DIA. CONC. FILLED I SPACE SLAB 1 \ I 1 I F- Gi STEEL LALLY COLUMN ON 1 I I m a 36"x36"x12"D. CONC. d I I L 4 / I I w FOOTING (TYP.) I < I 10" THICK x 9'-9" �.� �+ - I CONCRETE WALL ON 1 I ( Q I I CONT.24"W.%SO"D. I w T-6" SLAB HT. CHANGE I ' 1 CONCRETE FOOTING. (A (2)1 Q LVL FLUSH I PROVIDE 2#5 REBARS A 2 ROWS OF 1/2" DIAM BOLTS @ 12" O.C. TYPICAL LVL/GLULAM BOLTING/NAILING SCALE: 1" = 1'-0" 1 FOUNDATION PLAN SCALE: %4" = 1'-0" A.5 Issued for Construction: 10/29/21 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. REVISIONS NO. I REVISION I DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS P RIGI lf. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES BUILDER: DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT : PROPOSED OLIVERIA RESIDENCE 31 BLISCOTT AVE. SOUTH YARMOUTH, MA. TITLE FOUNDATION PLAN SCALE: 1/4"=1'-0" 0 1 2 4 8 [PROJECT #: 20-31 o I I ( I 10 THICK x9-9 CONCRETE WALL ON @ TOP & BOTT. TYP. '. I �CONT. 2b"W.x10"D- I CONNECTION WHERE I I I I I_• I I CONCRETE FOOTING I POUR IS NOT CONTINUOUS. i 1 I 1 m _\ I L- - - - - - - - - - FNDN WALL HEIGHT \ 1 7777, CHANGE1" DEEP CONTRACTION - _-'10"THICKx S-4"_____�___________ JOINT CUT WITH EARLY — --- _.-_-e___ --------- ------ -- — ----- ____--____ ------- __- _ - - lCONCRETE FI WALL ON CONT. 24"W.x10"D.PROVIDE10"DIA. 1 Y ( )jENTR 8AW ttP.---- y`t'2x10 PT. LEDGER 1CONCRETE Qv W/Q)'DIA. ) FOOTINGCSONOTUBEW/BIGFOOT ...I .. ....................................................... . I ......... ............ .............._FOOTING (BF28) FOR '�' = BOLTS @ 12" O.C."""' I.................................................... .......... COLUMN SUPPORT ABOVE .�� (TYP.) I (TYP.) " tiA.5 PITCH SLAB Ys" PER FOOT—) H.S.S. WxWx.25" I :. �\ �\ (3) 2x12 P.T. FLUSH do i ( :,,.. TOWARDS DOORS STEEL COLUMN - CONTRACTOR SHALL � ��! /\ 1 1 I ON Y>s' STD. BASE MAINTAIN 48" MIN. CL 1 I 1 - 11 - + I DROP TOP OF FNDN PLATE W/." DIA FOOTING COVERAGE 1— — — — — —_ — — — — — _ —. — _ I -.: I I WALL @ DOOR OP'GS BOLTS <: L--------------------+ ---------- 434 4-1--- rt — — — — — — — I I '---- -------------------------- - - - - - - - - - - - - - - DECK STAIR ABOVE I 1 1'-9" 6" 1'-6" 6"-�`-1'-9" ' , — — � — — — — � I ---------y C — — — — — — A.5 2 ROWS OF 16D NAILS @ 12" O.C. , 2 ROWS OF 1/2" DIAM BOLTS @ 12" O.C. TYPICAL LVL/GLULAM BOLTING/NAILING SCALE: 1" = 1'-0" 1 FOUNDATION PLAN SCALE: %4" = 1'-0" A.5 Issued for Construction: 10/29/21 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. REVISIONS NO. I REVISION I DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS P RIGI lf. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES BUILDER: DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT : PROPOSED OLIVERIA RESIDENCE 31 BLISCOTT AVE. SOUTH YARMOUTH, MA. TITLE FOUNDATION PLAN SCALE: 1/4"=1'-0" 0 1 2 4 8 [PROJECT #: 20-31 SHEET A.O OF 14 DATE: 10/29/21 1 ST FLOOR NOTES L ALL SST FL WINDOW ROUGH OPENINGS TO BE 7'-0 Y," UNLESS NOTED OTHERWISE - 2. ALL INT. PARTITIONS TO BE 2x4 U.N.O. 6"x6"STRUCTURAL POST IN 19, SO. NON-TAPERED COLUMN WRAP, TYP. @ ALL PORCH COLUMNS 4 31/z" N BATH FP VENT NO3 --- 7AE SHELVES RANGE i ABINETRY r.--------------------- KITCHEN - 1 1 2668 --PTRY - - - - 5,_0„,_B„2_38_0N42"W 512„ JY1 mNT GAS ___ __- _____ __ ___________ REF. / 2868 . 3'-7" •-4y2'— —4'_2"EL&SIZELSELECTION ISLAND 0 2468 3 Syz"BARN HALL�„ --- DROPPED ,7 M DRYE WASH .vABOVE 5/2•:n -ON Sy2' 10R. m513,-43/4, 7,_8„ 12,_""4" -_ 2870 771 DN. . o 00 5�2 4... .......... ......::.........:.........................:.................................................................................................................... ......._......................................................................1..J...._......................:..........:.................. ..... A ............. �.........CSIf 0 1 116 OPTION FOR I A.5 m LL P 12 6 STORAGE UNDER ON. UNDERSTAIR III I STAIR LANDING STORAGE COVE ED LIVING ROOM CLOSET j SLOPED CLG. DOOR TO CRAWL I UNDER STAIRS SPACE BELOW IST �� FLOOR L I DROPPED STEEL o POR H ABOVE BEAM ABOVE M 4 --------- a 5 ----- ----- 34'-Sy2 , 23'-2 4 ------- 3 ----------- DINING ROOM ------------ 4 I/� LINES OFZND GARAGE / FLOORABOVE PROVIDE LAYER 5/&L TYPE 'R'FIRECODE GWB ENTIRE ,p o GARAGE&CEILING STEP DN. t7" I 852 852 _... _ 1270 _.. - 1270..-_ - S52 _. 852 -_ _. r — — — — — — — — -1 I r — — — — — — — y 7-3y2—CL __ 7 3�2 CL - -_ _. _ fL -. �4 I I I Ci .......... ...... ................................................. N................... .................. - COVERED - - I ............................. I.........L................... �...- A.5 PORCH - _ ON. FLLs11R. - II PORCH I COLUMNS , 43/4, 4 ll' -10" ' O" il'-10 = 90710 OHD 9080 OHD riL lll/4' -6" 6,_6„ 1 -- ------ C ROOF ABOVE) A.5 GARAGE APRON - -4!-0' 1ST FLOOR PLAN B A.5 Issued for Constructs on: 10/29/21 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. REVISIONS NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES 0 DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAY LO R DESIGN LLC STAMP: PROJECT: PROPOSED OLIVERIA RESIDENCE 31 BLISCOTT AVE. SOUTH YARMOUTH, MA. TITLE : FIRST FLOO R PLAN SCALE: 1/4"=1'-0" 0 1 2 4 8 PROJECT #: SHEET 20-31 AA DATE: OF 10/29/21 14 16,_9„ PORCH CL COLUMNS 2, 7ti2" 7 ,-21 n 72, A 81 A 281 _ 6Y2 SY2 W.I:C. o — o I c 2468 1YV N 2 o N BEND OM o SHOWERIL I 1 ST FLOOR NOTES L ALL SST FL WINDOW ROUGH OPENINGS TO BE 7'-0 Y," UNLESS NOTED OTHERWISE - 2. ALL INT. PARTITIONS TO BE 2x4 U.N.O. 6"x6"STRUCTURAL POST IN 19, SO. NON-TAPERED COLUMN WRAP, TYP. @ ALL PORCH COLUMNS 4 31/z" N BATH FP VENT NO3 --- 7AE SHELVES RANGE i ABINETRY r.--------------------- KITCHEN - 1 1 2668 --PTRY - - - - 5,_0„,_B„2_38_0N42"W 512„ JY1 mNT GAS ___ __- _____ __ ___________ REF. / 2868 . 3'-7" •-4y2'— —4'_2"EL&SIZELSELECTION ISLAND 0 2468 3 Syz"BARN HALL�„ --- DROPPED ,7 M DRYE WASH .vABOVE 5/2•:n -ON Sy2' 10R. m513,-43/4, 7,_8„ 12,_""4" -_ 2870 771 DN. . o 00 5�2 4... .......... ......::.........:.........................:.................................................................................................................... ......._......................................................................1..J...._......................:..........:.................. ..... A ............. �.........CSIf 0 1 116 OPTION FOR I A.5 m LL P 12 6 STORAGE UNDER ON. UNDERSTAIR III I STAIR LANDING STORAGE COVE ED LIVING ROOM CLOSET j SLOPED CLG. DOOR TO CRAWL I UNDER STAIRS SPACE BELOW IST �� FLOOR L I DROPPED STEEL o POR H ABOVE BEAM ABOVE M 4 --------- a 5 ----- ----- 34'-Sy2 , 23'-2 4 ------- 3 ----------- DINING ROOM ------------ 4 I/� LINES OFZND GARAGE / FLOORABOVE PROVIDE LAYER 5/&L TYPE 'R'FIRECODE GWB ENTIRE ,p o GARAGE&CEILING STEP DN. t7" I 852 852 _... _ 1270 _.. - 1270..-_ - S52 _. 852 -_ _. r — — — — — — — — -1 I r — — — — — — — y 7-3y2—CL __ 7 3�2 CL - -_ _. _ fL -. �4 I I I Ci .......... ...... ................................................. N................... .................. - COVERED - - I ............................. I.........L................... �...- A.5 PORCH - _ ON. FLLs11R. - II PORCH I COLUMNS , 43/4, 4 ll' -10" ' O" il'-10 = 90710 OHD 9080 OHD riL lll/4' -6" 6,_6„ 1 -- ------ C ROOF ABOVE) A.5 GARAGE APRON - -4!-0' 1ST FLOOR PLAN B A.5 Issued for Constructs on: 10/29/21 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. REVISIONS NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS COMMON LAW COPYRIGHT. CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES 0 DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAY LO R DESIGN LLC STAMP: PROJECT: PROPOSED OLIVERIA RESIDENCE 31 BLISCOTT AVE. SOUTH YARMOUTH, MA. TITLE : FIRST FLOO R PLAN SCALE: 1/4"=1'-0" 0 1 2 4 8 PROJECT #: SHEET 20-31 AA DATE: OF 10/29/21 14 B A.5 PORCH COLUMNS PORCH - Cl 8 PROJECT#: 20-31 SHEET A.2 OF 14 DATE: 10/29/21 121 12:-12 KW KW N 3'-}1�4" "Y 4.•_il],�4 . 31_41Q' �2 3`174 -S'-2Y4" " N N SOAKING o X TUB CL N I I I I 1T_3" 16'-9" I 0 LIN. m 68 3•_1�•• ,_SO" - 1 13,_10,• ._S1� � � I TN2 10 "2xx210 2x2 10 LJ HOWER. _. O i .� _ 60"x30" FREE - ^' W.I.C. STANDING T.E. N �^" c MASTER_4" FLAT CLG. ti " .BATH PORCO 3Y2" i (. W.I.C. ( FLAT CLG. ROOF '-10 3._S� '-fi1�4. 3•_O" I2'" I FLAT CLG. .� N iii 2468 _ A BELOW ---------- N BARN BED I WALL f SHO --- -- ----------------------- BEDROOM = N 2x3068 — a WER s1/2" BARN BATH NO. 2 NO 3 FLAT CLG. — -- 2x1868 I FLAT CLG. L__ _-' 1/ ---- 0`7Y2" VANITY 2468 572' BARN 3'" 2668 ROOF _ LINEN i RAKE _--- - -- _ = 1� 1�— BARN BARN 2468 2668 I. _ - 0 I? BALCONY i m HALL 3 2468 m y" STEP ! '"' BARN ................................................LROOF .....................:.......__.................................................................. --- -- -- - - ---- ..............—.......... .. - ...... ..... ........ .... A,5 e; 7 6; s; 4 3 z; 11, :... N: A.5 1... L.. i 1 DN. 6R.' c �T _j wau MASTER "BEDROOM BED__ ____ __ __. .___._ _._ WALL 9 - -- 2 4" VAULT MBR SII T 5"i4- I CLG. TO 1p *9'-6"A.F.F. m 11 4OPEN TO RAININGS L TRUSS TRUSS ' ABOVE ABOVE BEDROOM L 1 NO2 ]2 BELOW �- -� LJ --- ----- PULLDOWN — -- _ FLAT CLG. 13 ATTIC sI - 14 LADDER - iOD C VERED VAULTED CLG. TO 10'-6" \/) LOFT tO ? N B LCONY PORCH ABOVE 2ND FL. TO CLEAR / FLAT CLG. ROOF TRANSOM WINDOW BELOW I o' BELOW o 13'-434 1" 1 13'_234 5/2 2868 19'-6y2' F- -1 STEP DN. z2" TW2�410 T. 8410 2AFF1�1601 TW2 10 410 rt o x I vvIt8410 3'-IlY". �,=0" T -3Y2 T--14r�=0" 3'43'" N ................................................. ...... ...;.................. ............................... C ............... ....................1 ................................ . --- i A.5 2ND FLOOR NOTES 1. ALL 2ND FL WINDOW ROUGH OPENINGS TO BE 7'-0 Y," UNLESS NOTED OTHERWISE 2 ALL INT. PARTITIONS TO BE 2x4 U.N.O. o STANDING PORCH ROOF m SEAM METAL BELOW I- f 1 (- ROOF BELOW 7 12.5 J LJ L J PORCH COLUMNS o KW 12:12 WH " L-----------� " AF 01 - - ` GARAGE ENTRY ROOF BELOW \ 2x 8410 c r A.5 Q 4 Q 34'-O" GARAGE B 2ND FLOOR PLAN A.5 Issued for Construction: 10/29/21 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS OTHERWISE NOTED. 2. ALL INTERIOR WALLS SHALL BE 2X4 @ 16" O.C. UNLESS OTHERWISE NOTED. 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. REVISIONS NO. REVISION DATE © COPYRIGHT COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES BUILDER: DESIGNER: NORTHSIDE DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508)362-2210 (508)362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED OLIVERIA RESIDENCE 31 BLISCOTT AVE. SOUTH YARMOUTH, MA. TITLE SECOND FLOOR P LAN SCALE: 1/4"=V-0" 0 1 2 4 8 PROJECT#: 20-31 SHEET A.2 OF 14 DATE: 10/29/21 LOCUS INFORMATION, LOCus EDGE OF WETLANDS — WF#3 CURRENT OWNER: VANIA T OLIVEIRA 1 y Cp GERVANIO S. OLIVEIRA G TITLE REFERENCE: DEED BOOK 33032, PAGE 141 (LOTS 32 & 33) y ao f DEED BOOK 31151, PAGE 249 (LOTS 31-B) PLAN REFERENCE: PLAN BOOK 58, PAGE 65, (LOT 32 & 33) PLAN BOOK 674, PAGE 69 (LOT 31—B) 28 5h. M ASSESSORS MAL': 41 PARCEL- PARCEL 3.1 N/F PORTION OF PARCEL 2 i TOWN OF YARMOUTHZONING DISTRICT: R-25 LOCUS MAI— CONSERVATIONSETBACKS: FRONT 30' ASSESSORS MAP 41 SIDE 15' PARCEL 49 ; ' REAR 20, MINIMUM LOT SIZE: 25,000 S.F. EXISTING UPLAND LOT AREA: 12,723± S.F. NITROGEN SENSITIVE KIENJ, CONCRETE BOUND ZONE: NOT A ZONE II I# LY CONCRETE BOUND r FOUND OFF FEMA FLOOD � t 77.8 FQC}NS C3FFf L"L.Ei�'•/ {, '` W ZONE DISTRICT: : AE -11, DATED 7/16/2014gT' 5, 74 NGV£} r 5 ?9'08 21 t PANEL 25001CO589 J t PROPOSED 21w W' 39.5$ ( OVERLAY DISTRICT: NONE _ 50 BUFFER TO WETLANDS STRAW WATTLES S 19 0 t .F. (13.6%) 34.41 EXISTING BUILDING COVERAGE. 1,7301 S C 5.8 X1 PROPOSED BUILDING COVERAGE, 3,021± S.F. (2.3;8%) x � KIERAN HEALY ATE PROPOSED . PROFESsiONAL LAND SURVEY DRYWELLS WITH 2' OF STONE ALL AROUND i EX. PAVEMBNT t I a N/F oOA TO REMAIN 1 i PAUL J. LAPENSE s • 32 BLISCOTT AVE Nib �. � F' � � ASSESSORS MAP. 41 L ,.'' > PARCEL 4 SITE P DISTURBANCE CALCULATIONSF LAND WETLAN CONCRE L SOUND FOLtt`410 & HEL i?� 30.9' i 0-50' o s.F: 31 BLISCOTT AVENUE 50'-100' 2,200± S.F. �`•r-' Y :.ykF "S..f ?_ gym§' " ,� `,.�A y N " SHED !"'ZL.N ✓'d ..m^' {;,-`r :fir.'�''.�5 .�a"��4'Y� _f.�. �S. I m j �`�o / v... }Sita. 4 ', 1 u -" JFF` 'ONCRf :� R BOUND L.S.T:C.S.F. 10,500 saF: SCJt1T}I ARiV�O>l]T F U'VD FF R,x r STATE 100' BUFFER (Bt1RNSIABD COUNTY) ETO WETLANDS 3 p I( ( 7;1 LA }} ALL EXIST] IG SEPTIC ,., �a -,...• , ~� / Y-t�. o N%F COMPONENTS TO BE 1, I a PAUL T. GISBOURNE PROPOSED PUMPED, CRUSHED AND , . ti . r t .o' 30 SLISC07 T AVE c.. . , ck. REMOVED FROM SITE � ,"„` 5�y n.�y'� �� t'�°`"_� I 'ry,�, ASSESSORS MAP 41 SITE E Il�fiVEEI�S i}. tiy+y'-vim ., Ys ''1 O� S;s yfs TI} Ur;.r PARCEL ,5 u,,}t f AtEME r GENERAL CONDITIONS 20 .:.'.t. THE CONTENT OF WATER IN SWIMMING POOLS CAN BE DETRIMENTAL TO WETLAND t BENCHMARK MAY 20, 2021 .'� � � PLANT AND: ANIMAL SPECIES. TO REMOVE HARMFUL CHEMICALS IT IS THE 1 o NAIL SET IN BIT. APPLICANT SRESPONSIBILITY TO LEAVE THE POOL STANDING WITHOUT THE f r `a f t o, PAVEMENT f r � � {, ,' 3 mw r-^ � ,. � , : � �`*� � ADDITION OF ANY CHLORINE FOR ;4 MINIMUM OF THREE (3) DAYS BEFORE 7. g, { 7.86 NAVD-1988 DRAINING.. IN THIS WAY CHLORINE CONCENTRATION WILL BE SIGNIFICANTLY `S.3 x REDUCED DUE TO VOLATILIZATION. ALL POOL WATER, WHENEVER POSSIBLE, G t• C 11. SHALL BE DRAINED THROUGH A DRYwELL, RATHER THAN ALLOWED TO SPREAD i - > OVER THE SURFACE OF THE LAND. SALT WATER POOLS MUST BE PUMPED TO A TANK AND DISPOSED OF IN A DIFFERENT LOCATION. THE CONSERVATION COMMISSION OFFICE SHALL BE NOTIFIED PRIOR TO DRAINING AND SHALL I' cp APPROVED THE METHOD OF DRAINING.. l = 2�0 s ". : • , n1 \ c�i { I REVISIONS g E GUTTERS AND DOWNSPOUTS DIRECTED INTO ADEQUATE SIZED DRYWELLS SHALL IRON P4,� Fp'5UNa-s - BE PROVIDED FOR ROOF DRAINAGE. AT NO TIME SHALL ROOF RUN OFF BE N0. DATE DESC. L DIRECTED TO A WETLAND RESOURCE AREA ABUTTING PROPERTY OR THE ROAD: L � 1' 8f4f21 GENERAL CONDITIONS J SHALL N GRADING SHALL BE ACCOMPLISHED SO THAT THE PROJECT MAL NOT CAUSE N F t � a y , y i FLOODING OR STORM WATER DAMAGE TO OTHER PROPER TY OWNERS 4R RYAN A. FRIEND WETLAND RESOURCE AREA. + PA T10 CONSERVATION ADMINISTRATOR INSPECTION Wtt1 BE REQUIRED BY THE B UILDINGo RACHEL M. WHITING x � DEPARTMENT PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. NjF 3(7 ANGUS AVE "�! -- °�-` ”` _.. ~� ,° � _ • . : i PLEASE CONTACT THE CONSERVATION ADMINISTRATOR WHEN THE WORK IS x 8. t STEPHANIE A. POWERS ASSESSORS MAP 41 O .� �------' .�_ I 100' � ' _ �;t� ''"" � � ..�--^-• ,. P COMPLETE TO SCHEDULE AN INSPECTION. v 1; I 28 BLISCOTT AVE PARCEL 1cn y I GA' ms=s V, > .' ; ` ~ j I ASSESSORS MAP 49 a?:r w INSPECTION PORT PARCEL '6 �1 Y A .m. LF R M i a L LI �t�,r, � U, TER u I' 7 R '�...-•.,.P -=-" ,' . �`' * \ PROPOSED 6" DEEP{ rfCl L3fb1C I J SWALE AT TOE OF SLOPE L0T45j t TP -1 • i PROPOSED LEA CHINE a 70 FIELD, 19'X32' x t� Ij } .> ,; CNV. IN= 8:76 � °\z. cs I LdkliC-S 20.7; $.2 s r>` INV. END= 8.60 PREPARED FOR: I .. dz VANIA OLIVEIRA uMrr OF 5'"OVERQIG — t 31 'BLISCOTT AVENUE < >� T AROUND S.A.S. 0111 eli e ton, I 7 o, M NiYVIUM 5 ��" SOUTH YARMOUTH, MA 02673 _— $ I - LC—vEL< G t2� u 0 0 A � LA WN U 0 hi2t7 Pij2T'q LI N o.o' C3Ai LfNE z BSC GROUP z..,3 PROPOSED PROPOSED DIST. BOX I ri 40 P12 o P �� f LA Id .xPVC >`iNER (H-20) 39 Main Street- Route' 28 PROPOSED 14'x28' 38 % 7 INV. IN=9:03 I POOL AND PATIO 3O1 INV. T=8.88 i 7. z West Yarmouth, Massachusetts „r. , au PATIO PAD EL=10.8 <_ 'L� PROPOSED 2'-3' � v `. �( �" 0��"T °��C�l�(�L�; 02673. f� 7 PROPOSED 1,504 p HIGH RETAINING N^ " GALLON SEPTIC TANK t WALL. (H-20) 5087788919 a .�--�^" INV. IN -9.48- ` { NIF INV. OUT=9.23 O S � r }.Pr'Yzl F�ii� © 2021 BSC Group, Inc. THE DR FAMILY TRUST _ 57 25 BLISCOTT AVE 'El-gmbg-© SCALE: 1„ = 101 ASSESSORS MAP 33 PARCEL 57 FEB 2'B 2022 0 5 iD 20 i C! FEET -- ' X V `r v;. HEALTH DEPT. ' FILE. 4830101—SP.DWG DWG.6507=03 ti rk SHEET 1 OF 1 JOB.. NO; .48301.01 - otrgk TOWN OF YARMOUTH APR 1 g 2022 � HEALTH DEPARTMENT O: -..; HEALTH DEPT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: 3/ /3 6'f i o ' 4 v 0wa Proposed Improvement: N� (/.14-/fig `•'04' )y h o Ke- w y Bt vvo®A1 S, 3 c / b 4-r iUoIf/ acv (4410//sI/.4A i,e/ //#t,C IL PliyoMi•a s t evie/T.xj Ed 2 PAi/ f.4-vAi u J ,/1,t /-/Aso Applicant: 04R/t" 1/' ' / Uei/d 14 /id t3 ' /' /CC UA,u,ATel. No.: 5 '/ 237 1o,Sz olive/404 Address: a U l4/TA/" xLi ye/ RP c1 yA 4 s'POw/ f/4 Date Filed: s 2.6 **Ifyou would like e-mail notification of sign off please provide e-mail address: C/.!F1.5 U 4t/4 c WIT 114;1,. I VA AJi�I !�P/f✓i.4,v 54J1 eve 2i a yMAiL. /Oat Owner Name: �L/ yP,. i Owner Address: 3/ S(0-14 4 Ue Aide. 74r 114 Owner Tel. No.: fel- 3l, y— ( ale Coale) J(fire/( 'md-14,1 Zee'. Ap, 1/4e. r/✓ / RESIDENTIALAND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note:Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: —4 A /_ _/ ^ ` DATE: 7;3 2 id 2 PLEASE NOTE COMMENTS/CONDITIONS: