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HomeMy WebLinkAboutBLD-18-6764LEGEND 99 - EXISTING CONTOUR X 99. f EXIST. SPOT ELEV. -[991- PROPOSED CONTOUR 198.4] PROPOSED SPOT EL. TH1 4' 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND TEST HOLE 2_ SLOPE OF GROUND C -Q) UTILITY POLE 42.0' FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM s� P O,P�O S PTIC TANNI PROP. 10 0 - GAL. PC HIGH PT. 43.0' 2\ VARIANCE REQUESTED. TOP OF FOUNDATION TO 4� BE 2.5' BELOW "HIGH PT. CONC. IN ROAD (4.5' VARIANCE) BND FND. Q off 508-362-4541 fox 508-362-9880 I downcope.com down cope engrineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 17-413 EXIST. PIER, RAMP & FLOAT INTERIM APPROVAL # 7228 DATED 12/1997 FIRST FL EL. 41.5' TOP FOUND. EL. 40.3' SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR NOTES COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 \ PROVIDE MIN. 20" DIAM. WATERTIGHT - - -- --' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 2.. MUNICIPAL WATER IS EXISTING <;= (OR C.I. COVERS TO GRADE IF UNDER DRIVEWAY) FILTER FABRIC OVER STONE 32.0'2% SLOPE REQUIRED OVER SYSTEM 40.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. MINIMUM .75' OF COVER OVER PRECAST 4. DESIGN LOADING FOR SEPTIC TANK AND PUMP CHAMBER NOTE: 2" MIN. WALL BLOCKS OR MR RECAST H-10 THICKNESS REQUIRED TO BE AASHO H- LEACHING FACILITY TO BE H-20 rl SERS (TYP.) PRECAST RISERS 11, 4"OSCH40 PVC MORTAR ALL H-205. PIPE JOINTS TO BE MADE WATERTIGHT.'d COMPONENTS 4r 6" MIN. SUMP PIPES LEVEL 1ST 2' INV'S EL. 36.17' 3' BASE. SLAB ELEV. 31.5' 0 12" MIN. INT. DIM. ENDS (NP') SIDESO 37,17' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH `.' 0000 . •. o 0 0 310 CMR 15.000 (TITLE 5.) y • 14. .a' m 0 0 0 0 �� . "' o .. 0 0 0 O°o°o°o°ou + 10" 1500 GAL H-10 TEE ' ®®�® �®®® ®®0® --���0 0°o°o 28.4 TEE 28.150 PROP. TEE ©Q�®Q®®�00® �0��®������ 'o°o°o°o° SEPTIC TANK a h, 000000000000 WATERTEST D'BOX o°o°0°0°0 ��(] �00®®®®�®®® '°°°°0° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO O 0 0 0 0 0 0 °o°o°o°o p O O O D 4' LIQ LEVEL o + o 0 0 0 0 • c�i ° ° ° ° °o°o°o°a BE USED FOR LOT LINE STAKING OR ANY OTHER - ±28.7' ADD CANTILEVERED RACKS FOR KAYAK STORAGE (TYP) BOTH SIDES HKUUNU rvl liv v, ,__.--- FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) .'' GAS GAFF w - �..�•� FOR LEVELNESS I°o°o°o°0 0�®�D��Cjo®�® ®®oa®ao®loo .°°°o°°°o ACME OR EQUAL 36.53' 36.36' °°°°°°°° 34.17' PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. �000000000o°o°oa 00000000000000000000°0°0°0°o� H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 0O°O°O°o°°°O°O°O000000°0°O°O°O°O°O°O°D°O°O°O� 3/4"-1-1 2" DOUBLE WASHED STONE ,o,�o„o_°_°_�_�.n 0 0 0 o n V_°_�_0_0.0,0 0 / (4) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 39.0' X 10.83' PERMISSION OBTAINED FROM BOARD OF HEALTH. COMPACTION. (15.221 [21) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE IOOVERHEAD UTILITIES (1 % SLOPE) PRIOR TO COMMENCEMENT OF WORK, (2 % SLOPE) (1 •8 % SLOPE) 29.0' BOTTOM TH-1 NO GROUNDWATER FOUND 11 ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE FOUNDATION- 13' ST FOLLINS POND (TIDAL) ROCKY �NTERTIDq� BEACH AT TOE OF n _ DRIFTWOOD LANE PUMP 8' CHAMBER FLOODZONE AE EL. 9 WORK LIMIT LINE TO CONSIST OF STAKED SILT FENCE BACKED BY STAKED COIR LOGS PUMP AND REMOVE EXISTING SEPTIC SYSTEM PROP. 4 BR DWELL. TOP FNDN. = 40.3' FIRST FL. = 41.5' TOP OF STEM WALL = 41.3' BASEMENT SLAB ELEV. 31.5' � (___j 1__� PROP. VENT WITH CHARCOAL FILTER AND BUGSCREEN (FINAL PLACEMENT BY CONTRACTOR WITH HOMEOWNER CONSULTATION) MA APPROVED DATE BOARD OF HEALTH TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE WITNESS: PHIL RENAUD DATE: 12/20/17 #13871 PERC. RATE _ REMOVED BENEATH AND 5' AROUND THE PROPOSED 40,000 S.F. MIN. CLASS I LEACHING FACILITY. ' LEACHING 4' 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND D' BOX 108 21 FACILITY 01+ � ~ REMOVED. p" 42.0' A 13. DOWNSPOUTS TO DRYWELLS SHALL BE PROVIDED TO A PROP. WATERTIGHT COVER TO GRADE HANDLE ALL ROOF RUN-OFF (OR ROOF DRIPLINES TO STONE ALARM AND CONTROL PANEL LS 1OYR 4/3 TRENCHES). TO BE INSTALLED INSIDE 1OYR 4/2 PROVIDE- QUICK DISCONNECT FOR PUMP 14. ALL RUN-OFF TO BE DIRECTED AWAY FROM FOUNDATION BUILDING. ALARM TO BE ON B SEPARATE CIRCUIT FROM PUMP B LS 15. ELECTRICAL PERMIT REQUIRED. . 45" 1 OYR 5/8 36.25' 32' 1 OYR 5/6 39.5' SYSTEM DESIGN: INV. IN 28.0' 2" PRESSURE LINE SCH. 40 GARBAGE DISPOSER IS NOT ALLOWED 1000 GAL. H-10 S/T 500 GAL.+ SLOPE TO ALL ON DR INC BACK MACX. DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD ALARM ON FLOAT SWITCH RESERVE 0.25" WEEP HOLES USE A 440 GPD DESIGN FLOW SETTINGS:PUMP ON CHECK VALVE 5.3" WORKING RANGE 5" MYERS WHRH** SEPTIC TANK: 440 GPD (2) = 880 5.3" SUBMERSIBLE 1/2 HP PUMP USE A 1500 GAL. SEPTIC TANK PUMP OFF 12" SYSTEM (OR EQUAL) USE A 1000 GAL. PUMP CHAMBER CONTAINING MYERS WHRH 1.5 HP PUMP 000 00000 0 0 �- 000c�ao 0000 0 0 0 0000 6" CRUSHED STONE OR MECHANICAL LEACHING: COMPACTION. (15.221 [21) SIDES2 (39 + 10.83) 2 (.74) = 147.5 GPD P UNIP CHAMBER **NOTE: SPECIAL HIGH HEAD BOTTOM 39 x 10.83 (.74) = 312.5 GPD IMPELLER ON PUMP TOTAL: 621.6 S.F. 460 GPD (NOT TO SCALE) MANDATORY f-- WATERPROOF/WATERTIGHT USE (4) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT ENDS AND 3' AT SIDES WORK LIMIT LINE TO CONSIST OF STAKED SILT FENCE BACKED BY STAKED COIR LOGS PUMP AND REMOVE EXISTING SEPTIC SYSTEM PROP. 4 BR DWELL. TOP FNDN. = 40.3' FIRST FL. = 41.5' TOP OF STEM WALL = 41.3' BASEMENT SLAB ELEV. 31.5' � (___j 1__� PROP. VENT WITH CHARCOAL FILTER AND BUGSCREEN (FINAL PLACEMENT BY CONTRACTOR WITH HOMEOWNER CONSULTATION) MA APPROVED DATE BOARD OF HEALTH TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE WITNESS: PHIL RENAUD DATE: 12/20/17 #13871 PERC. RATE _ < 2 MIN/INCH 40,000 S.F. MIN. CLASS I SOILS MIN. FRONT SETBACK 4' ELEV. SIDE SETBACK ELEV. 01+ � ~ 40' p" 42.0' A A LS LS 1OYR 4/3 1OYR 4/2 10" 6" B B LS LS 45" 1 OYR 5/8 36.25' 30" 1 OYR 5/6 39.5' C C PERC 066' TIGHT IN PLACE MS ROCKY POCKETS MS 1OYR 7/4 1OYR 7/4 132" 1 129.0' 132" 1 1 31 0' NO GROUNDWATER ENCOUNTERED IA �C l f. !:. �t\RII� _ I.r 02c lr� 1 O OP DATE DANIEL A. OJALA, P.E., P.L.S. �a. I c� Follins Locus Pond T Stoney Hill Roo :SU �-u17 fh 7 oy�' Tei 0 a a Knob Hill LOCUS MAP I SCALE 1"=2000'± ASSESSORS MAP 127 PARCEL 65 LOCUS IS WITHIN FEMA FLOOD ZONE X & AE EL. 9 - - DATUM: NAVD '88 SITE DOES NOT LIE WITHIN ZONE it SITE DOES NOT LIE WITHIN PRIORITY/ESTIMATED HABITAT 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' OWNER OF RECORD ROBERT & BONNIE McNAMARA 982 OENOKE RIDGE RD. NEW CANAAN, CT 06840 REFERENCES DEED BOOK 30740 PAGE 163 LCP 21033-A LOT 11 SEPTIC INSPECTION REPORT/AS-BUILT D. 8/21/2017 (3 BEDROOM SYSTEM) Yarmouth Health Department 4,tPP VED Name Date TITLE 5 SITE PLAN MARCH 8, 2018 Scale: 1I'= 20' 0 10 20 30 40 50 FEET 17-413 MCNAMARA RECOVER recover.DWG 1 ALL SYSTEM COMPONENTS SHALL BE LEGENDTOP FOUND. EL 40.5' SYSTEM PROFILE MARKED WITH MAGNETIC TAPE OR NOTES PROVIDE MIN. 20" DIAM. WATERTIGHT,' (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 99- EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADECONCRETE COVERS TO WITHIN 3" GRADE r, 2 PEASTONE OR GEOTEXTILE (OR C.I. COVERS TO GRADE IF UNDER DRIVEWAY) 2. MUNICIPAL WATER IS EXISTING X 99 1 EXIST. SPOT ELEV. FILTER FABRIC OVER STONE -[991-- PROPOSED CONTOUR 3E MINIMUM .75' OF COVER OVER PRECAST 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. [ r_ 2� SLOPE REQUIRED OVER SYSTEM 40.0' `''4. DESIGN LOADING FOR SEPTIC TANK AND PUMP CHAMBER NOTE: 2" MIN. WALL [98.4PRECAST H-10 THICKNESS REQUIRED BLOCKS OR TO BE AASHO H-� LEACHING FACILITY TO BE H-20 PROPOSED SPOT EL. RISERS (TYP.) PRECAST RISERS 2.0 4"OSCH40 PVC MORTAR ALL H-20 TH1 BASE. SLAB ELEV. 30.8' ;,� s" MIN. SUMP PIPES LEVEL 1ST 2'COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. } TEST HOLE r o H&5DS (TYP.) INV'S L. 36.17' 3' 3 12 MIN. INT. DIM.SIDES 37,17' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 10' 14 m a°o°°°°° • = >00000000 310 CMR 15.000 (TITLE 5.) 2� SLOPE OF GROUND 1500 GAL K TEE � � ; ®m®® ®®® ®®®® ®--®®®� >o°o°o°o° /y 28.4 TEE 28.15 J Q PRjTEE• . o°0 0 0 ® ® ®® ®® 00000000SEPTIC TANK . Io0 0 0 0 0 0 04 0°0°0°°00°° WATERTEST D BOX °000°0° 0.20.9°90.00 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO UTILITY POLE ACME oR QUAL GAS BAS q�++ 0or000^o^oo >0000°0°0®®®®®® ®®® ®0®®® ®®®®® °o°o°o°oQ _O O O O O_• FOR LEVELNESS • )°°0°000° ®��®���®�� "ARM � 3E= 0000000D �Ir 1 36 6.36' 00000000 ® ® 000°0000 BE USED FOR LOT LINE STAKING OR ANY OTHER FIRE HYDRANT °°°°° 0000°°° 4.17' PURPOSE. Y ' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING X0000000000000000000000°00000000000000000000 ±2$,7 000000°00000'000°0°0°0°°°00o00o0°o0o°o°o°o°o° H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. o g.� 0 0 0 0 0 r_r_r_°_n_o.o 0 3/4"--1-1/2" DOUBLE WASHED STONE (4) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 39.0' X 10.83' PERMISSION OBTAINED FROM BOARD OF HEALTH. COMPACTION. (15.221 [2]) *THE INSTALLER SHALL VERIFY THE `c 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND 2 LOCATION (1-888-344-7233) ALL UNDERGROUND AND VERIFYING THE ( Y SLOPE) (1 •$ y, SLOPE) (1 SLOPE) LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. ELEVATIONS PRIOR TO INSTALLING ANY NO BOTTOM TH-1 - NO GROUNDWATER FOUND 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE PORTION OF SEPTIC SYSTEM REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. PUMP LEACHING 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND FOUNDATION- 13' ST 8' CHAMBER 108' D' BOX 21' FACILITY REMOVED. PROP. WATERTIGHT COVER TO GRADE 13. DOWNSPOUTS TO DRYWELLS SHALL BE PROVIDED TO HANDLE ALL ROOF RUN-OFF (OR ROOF DRIPLINES TO STONE ALARM AND CONTROL PANEL TRENCHES). TO BE INSTALLED INSIDE PROVIDE QUICK DISCONNECT FOR PUMP 14. ALL RUN-OFF TO BE DIRECTED AWAY FROM FOUNDATION BUILDING. i ALARM TO BE ON SEPARATE CIRCUIT FROM PUMP 15. ELECTRICAL PERMIT REQUIRED. EXIST. PIER, RAMP & FLOAT 32' INTERIM APPROVAL # 7228 DATED ADD CANTILEVERED RACKS �, '\ \T� �� SYSTEM DESIGN: 12/1997 FOR KAYAK STORAGE (TYP) FOLLY N S POND BOTH SIDES (TIDAL) INV. IN 28.0' 1000 GAL. H-10 S/ 2" PRESSURE LINE SCH. 40 GARBAGE DISPOSER IS NOT ALLOWED ALARM ON 500 GAL.+ SLOPE20 �ADLLONI DRANBACK BACOPC K MAX. DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD FLOAT SWITCH RESERVE ROCKY uV}�RnDgt SETTINGS: PUMP ON 5" CHECK VALVE EP HOLES USE A 440 GPD DESIGN FLOW BEACH AT 5.3" WORKING RANGE MYERS WHRH** SEPTIC TANK: 440 GPD (2) = 880 App C B FLOODZONE AE EL. 9 5 3.. SUBMERSIBLE 1/2 HP PUMP USE A 1500 GAL. SEPTIC TANK tOE OF Ok,y qkK PUMP OFF 12" SYSTEM (OR EQUAL) USE A 1000 GAL. PUMP CHAMBER CONTAINING MYERS WHRH 1.5 HP PUMP 6" CRUSHED �-� 0 0000 �o� 0 0 00000 16 � 'l5.2212, 0[jECHANICAL LEACHING: COMPACTION. SIDES2 (39 + 10.83) 2 (.74) = 147.5 GPD 18 P V �P CHAMBER BOTTOM 39 x 10.83 (.74) = 312.5 GPD r 20 a **NOTE: SPECIAL HIGH HEAD (NOT TO SCALE) MANDATORY IMPELLERON PUMP TOTAL: 621.6 S.F. 460 GPD FN ryN TOp � WATERPROOF/WATERTIGHT USE (4) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) �n \Tq eA , _ _ _ -�,1r = WITH 2.5' STONE AT ENDS AND 3' AT SIDES DRIVEWAY MODIFICATIbNS TO' INCLUDE ADDING SHELLS/GRAVEL VARIANCE REQUES TOP OF FOUNDA N TO BE 2.5' BELOW IGH PT. IN ROAD (4.5' VARIANCE) CONC. N BND FND. off 508-362-4541 I fax 508-362-9880 IJ downcape.com dOWO ciffpeehgi17e40ring, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) 17-4 > gARMOUTHPOR T MA 02675 WORK LIMIT LINE TO CONSIST OF STAKED SILT FENCE BACKED BY STAKED COIR LOGS APPROVED MA DATE BOARD OF HEALTH TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS: PHIL RENAUD DATE: 12/20/17 PERC. RATE _ < 2 MIN/INCH CLASS i SOILS ELEV. ELEV. o A 1 I - - - = 0.1 `V' 40' 0" `V' ` 42.0' o0 ❑ �1 N �s ' \ ► A A 36 " ( 0 O 0 PUMP AND REMOVE LS LS I- EXIST. 3 EXISTING SEPTIC SYSTEM 34 1500 GAL ST ; 10,. 1OYR 4/3 6" 1OYR 4/2 B B 40 LS LS PROP. 4 BR DWELL 1 OYR 5/81 OYR 5/6 /PROP. 3 39.5 3g TOP FNDN. = 40.5' 45" 6.25 30" 39.5' �. GARAGE 0FIRST FL = 40.67' -� EL L40 5' �^ UP tk1 BASEMENT SLAB 0 8' ELEV. 30.8' PERC TH � \�. 3 2 mss" TIGHT IN PLACE t MS ROCKY ALE 1 P•9 LOT 11 POCKETS MS 0.95± AC 1OYR 7/4 1OYR 7/4 PROP. VENT WITH CHARCOAL FILTER AND BUGSCREEN (FINAL PLACEMENT BY 1 100X RESERVE \ 3 `` CONTRACTOR WITH HOMEOWNER v _J BOULDERS \ CONSULTATION) - - - - 132" 29.0' 132" 31.0' f` BND FN . 171 38, as ,___ NO GROUNDWATER ENCOUNTERED 5' REMOVAL OF UNSUITABLE SOIL REQUIRED BENCHMARK: CONC. BOUND ��A OF MAS 9 AROUND PORTION OF PERIMETER OF LEACHING AT EL. 38.4' FACILITY, DOWN TO SUITABLE SOIL LAYER.Qr FADA`�IiE REPLACE WITH CLEAN MED. SAND, TO MEET aQ o L �GJa� SPECIFICATIONS OF 310 CMR 15.255(3) DRIFT -WOOD LANE ° ' .. I ` I rs DANIELA. 0 O I. o OJALA rte: 0 NO 4V'* 80 r CIVIL o No. 46502 SI!R� ..�d SS�CNA ENG✓� DATE DANIEL A. OJALA, P.E., P.L.S. LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 127 PARCEL 65 LOCUS IS WITHIN FEMA FLOOD ZONE X & AE EL. 9 DATUM: NAVD '88 SITE DOES NOT LIE WITHIN ZONE II SITE DOES NOT LIE WITHIN PRIORITY/ESTIMATED HABITAT 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' OWNER OF RECORD ROBERT & BONNIE McNAMARA 982 OENOKE RIDGE RD. NEW CANAAN, CT 06840 REFERENCES DEED BOOK 30740 PAGE 163 LCP 21033-A LOT 11 SEPTIC INSPECTION REPORT/AS-BUILT D. 8/21/2017 (3 BEDROOM SYSTEM) "���., MAR 19 2018 YARMOUTH OLD KING'S HIGHWAY SOUTH YAItx TITLE 5 SITE PLAN OF 82 DRIFTWOOD LANE SOUTH YARMOUTH PREPARED FOR ROBERT & BONNIE McNAMARA MARCH 8, 2018 Scale: 1"= 20' 0 10 20 30 40 50 FEET Io UU/�-D 9" XXXXX.DWG CONTINUOUS RIDGE VENT ASPHALT ROOF SHINGLE OF_PLATE . _ . I T` , Ix FRIEZE t FACIA SECOND FLOOR 1 SUBFLOOR TOP OF PLATE ALUM. GUTTER CUSTOM CUPOLA 12 Q8 IL1 12 N12 "11!�" Min", , 12 8 12 30 FOR REVIEW BY ENGINEER NOT FOR CONSTRUCTION 12 N12 I I I I j I I I 1 Y2" BLUESTONE j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I-------------- ---------------------------- I -------- --------'`I i �'-----------I---------------II I I-----I---------------I-------------- L I I I i J I Li ---------- I -1----------- I I I I I I I I I I I i I i I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I ------------------------------------��------------------------------ ---- I------------��----------------------------------------------------I I--------------------------------------i-------------------L-------------L-----------------I-----------J-------------- L----------------------------� 12 `-_u #-. 0-%, 1 1TI IItAir- e% -I- r- 1 r-\ / A T 1 e% A ' OF PLATE 1x4 RAKE Ix10 RAKE Ix6 TRIM SECOND FLOOR SUBFLOOR TOP OF PLATE W.C. SHINGLES TOP OF SLAB 40.5 S" SKIRT W/ WOOD DRIP CA RIGHTSIDE L ---------------L=------- ------------------------------- I I I I I I I L ----------------I 1x10 RAKE TRIM Ix4 RAKE TRIM Ix6 TRIM TOP OF PLA" �- BED MOULDING �— Ix FRIEZE FIRST FLOOR SUBFLOOR 41.5' . _ . TOP OF FOUND TOP OF _ SLAB TOP OF PLATE , FIRST FLOOR SUBFLOOR 41.5' _ TOP OF _ FOUND. TOP OF .SLAB 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 RSERj COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRO CHANGED OR COPIED IN ANY FORM MANNER WHATSOEVER WITHOUT FOBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NOR DESIGN ASSOCIATES 0 2018 YAKNIUUTH OLD KING'S HIGHWAY DESIGNER: NORTHSIDE DESIGN Y 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 MCNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE PROPOSED ELEVATIONS SOUTH YARMOUTH, MP,SCALE: 1/4"-1'-0" 0 1 L2 4 8 PROJECT #: SHEET 1 ��' 17-22 IA 1 DATE: OF DATE: 4 / I / I Elm/ / I I I / � I 12 N12 "11!�" Min", , 12 8 12 30 FOR REVIEW BY ENGINEER NOT FOR CONSTRUCTION 12 N12 I I I I j I I I 1 Y2" BLUESTONE j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I-------------- ---------------------------- I -------- --------'`I i �'-----------I---------------II I I-----I---------------I-------------- L I I I i J I Li ---------- I -1----------- I I I I I I I I I I I i I i I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I ------------------------------------��------------------------------ ---- I------------��----------------------------------------------------I I--------------------------------------i-------------------L-------------L-----------------I-----------J-------------- L----------------------------� 12 `-_u #-. 0-%, 1 1TI IItAir- e% -I- r- 1 r-\ / A T 1 e% A ' OF PLATE 1x4 RAKE Ix10 RAKE Ix6 TRIM SECOND FLOOR SUBFLOOR TOP OF PLATE W.C. SHINGLES TOP OF SLAB 40.5 S" SKIRT W/ WOOD DRIP CA RIGHTSIDE L ---------------L=------- ------------------------------- I I I I I I I L ----------------I 1x10 RAKE TRIM Ix4 RAKE TRIM Ix6 TRIM TOP OF PLA" �- BED MOULDING �— Ix FRIEZE FIRST FLOOR SUBFLOOR 41.5' . _ . TOP OF FOUND TOP OF _ SLAB TOP OF PLATE , FIRST FLOOR SUBFLOOR 41.5' _ TOP OF _ FOUND. TOP OF .SLAB 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 RSERj COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE REPRO CHANGED OR COPIED IN ANY FORM MANNER WHATSOEVER WITHOUT FOBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NOR DESIGN ASSOCIATES 0 2018 YAKNIUUTH OLD KING'S HIGHWAY DESIGNER: NORTHSIDE DESIGN Y 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 MCNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE PROPOSED ELEVATIONS SOUTH YARMOUTH, MP,SCALE: 1/4"-1'-0" 0 1 L2 4 8 PROJECT #: SHEET 1 ��' 17-22 IA 1 DATE: OF DATE: 4 Ix4 RAKE Ix10 RAKE Ixfo TRII"I TOP OF PLATE FIRST FLOOR SUBFLOOR 41.5' TOP OF FOUND. TOP OF SLAB 31. 12 � � I i i I � i � � i I i----------------------------------------------'-1 —I------------------------------------------------��----- --------------------------------- --J--------------------------------------------------- NORTHEAST ELEVATION REAR OF PLATT FIRST FLOOR SUBFLOOR 41.5' TOP OF .FOUND_ SLAB 31.5' 12 Ds _ _ TOP OF PLATE SECOND FLOOR SUBFLOOR TOP OF PLATE �11NDOW/DOOR CASING SI -I INGLES :.C. SILL TOP OF SLAB iKIRT W/ ID DRIP CAP AL. STEP FLASHING AT ALL CREEK WALLS 1x3 RAKE TRII"I Ix8 RAKE TRlrl r�------------------------------------------------- ---'�l I----------------- ----J 34.5' i ------------------------- I I I ' NORTHWEST ELEVATION ------I i----------i---------------------------------------JJ' r------------------------------------------- LEFT SID E I-�--------------------� I L -------------------J TOP OF _PLA Ix4 RAKE TRIt"I Ix10 RAKE TRIM Ix6 TRII'1 — — �' i SECOND FLOOR SUBFLOOR TOP OF_PLATE Ix4 WINDOW/DOOR CASING W.G. SHINGLES 2 R.C. SILL �,,;, � .�-� �' E ,-� �i r� MAR 1 � 2�1� TOP OF SLAB 40.5' YAKIL��UTi� OLD K4i�G'S HiG4�U'd,4Y 8" SKIRT W/ WOOD DRIP CAP �- __ __ - _- __ ,_... __._ I�._ 4. _. .. _.__.._ �-- .� �_. 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 � DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS 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 BUILD RE DESIGNER: NORTHSIDE � .4. �.,-, �� �,� DESIGN � �iRy?§,�'� .� � ���}��' ASSOCIATES DISTINCTIVE RESIDENTIAL &COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508) 362-2210 (508) 362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLO R DESIGN LLC STAMP: PROJECT PROPOSED McNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE PROPOSED � E LEVATI O N S i �' J _� �= Y _� � SCALE: 1/4"=1'-O" ' � 1 e; � j�. '^^---....�..di � p _ 1 2� � 4 8 �� PROJECT #: SHEET 17-22 /q.2 DATE: OF 3/15/18 LEGEND- EGEND99- 99- EXISTING CONTOUR X 99. / EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR [98.4] PROPOSED SPOT EL. TH1 4 ELEV. TEST HOLE 2� SLOPE OF GROUND NOTE: 2" MIN. WALL UTILITY POLE 42.0' FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM EXIST. PIER, RAMP & FLOAT INTERIM APPROVAL # 7228 DATED 12/1997 FN D2.- O SCH RBO RB OS. /v^� CB FND /TANK �J (REMOVE) P Op�� AC GAL. S PTIC TANK �RO0`� GAL. PC --� ALL SYSTEM COMPONENTS SHALL BE NOTES FIRST FL EL. 41.5' SYSTEM PROFILE MARKED WITH MAGNETIC TAPE OR TOP FOUND. EL. 40.3' (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 PROVIDE MIN. 20" DIAM. WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS 70 WITHIN 3" GRADE (OR C.I. COVERS TO GRADE IF UNDER DRIVEWAY) 2. MUNICIPAL WATER IS EXISTING FILTER FABRIC OVER STONE BASE. SLAB ELEV. 31.5' w .r ±28.7/ ADD CANTILEVERED RACKS FOR KAYAK STORAGE (TYP) BOTH SIDES B E FOR #13871 PERC. RATE _ < 2 MIN/INCH 2% SLOPE REQUIRED OVER SYSTEM 40.0' 3. MINIMUM PIPE PITCH TO BE 1/8 PER F00T. 32.0' MINIMUM .75' OF COVER OVER PRECAST 4 ELEV. 4. DESIGN LOADING FOR SEPTIC TANK AND PUMP CHAMBER ELEV. `\%' Orr NOTE: 2" MIN. WALL BLOCKS OR 42.0' TO BE AASHO H -]Q; LEACHING FACILITY TO BE H-20 PRECAST H-10 GARBAGE DISPOSER IS NOT ALLOWED THICKNESS REQUIRED ZONING DISTRICT: R-40 DISTRICT PRECAST RISERS LS RISERS (TYP.) 2°0 2" PRESSURE SLOPE TO DRAIN BACK TO PC 4"OSCH40 PVC MORTAR ALL COMPONENTS H-20 MIN. LOT SIZE 40,000 S.F. 5. PIPE JOINTS TO BE MADE WATERTIGHT. .. :. .. � w 6" MIN. SUMP PIPES LEVEL 1ST 2' (TYP,) INV'S EL. 36.17' 3' SIDES WITH FLOAT SWITCH 0 12" MIN. INT. DIM. ENDS •0 37,17'__ 6. CONSTRUCTIONDETAILS TO BE IN ACCORDANCE 1 (T 5.) 310 CMR 5.000 (TITLE r 10" 14" r 1500 GAL H-10 TEE r 4 m - TEE ° ° ° ° p a o o a ®� �® L� E D E �M -®®®0 > ° ,000°000° 28.4 TEE 28.15 SEPTIC TANK JQ a l` PROP. >°o°o°o°o D BOX o ,°o°o°°°o ®LJ�®�®®���® m®®���®��0� 'o°o°o° 0000000. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 5� °°°°o°°°°°° °o°o°o°o°o°o WATERTEST >°o°o°o°o �����®��®®� ��0��0®�®®® .000000 BE USED FOR LOT LINE STAKING OR ANY OTHER 4' L{Q. LEVEL GAS BAfF ACME OR EQUAL Q� °�°^°^°^° FOR LEVELNESS �" ;00000000 oa®o®®®r�o®o E®®�®�®®��� 00000000 PURPOSE. MIN. REAR SETBACK 20' 36.53' 36.36' '000°0°0° ° ° ° ° °0°0°0°0 34. 7' SYSTEM EQUAL) USE A 1000 GAL. PUMP CHAMBER CONTAINING MYERS WHRH 1.5 HP PUMP ._.�----- 00 O00 O O O 0000 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 6" CRUSHED STONE OR MECHANICAL LEACHING: H -2D 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. COMPACTION. (15.221 [21) 000°00000°0°0°00°°°0°0°000°0°0°°°0°°°0°0°0°0` °o°o°°°°°O°O°o°O°O°O°O°O°O°O°O°O°O°OOO°O°O°OO 0 o^°^°_0_°_^_,_o 0 0 0 0 0 oe?o? _o_o_o.o o 3/4"-1-1/2" DOUBLE WASHED STONE (4) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 39 x 10.83 (.74) = 312.5 GF'D OWNER OF RECORD ALL AROUND PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 39.0' X 10.83' i� PERMISSION OBTAINED FROM BOARD OF HEALTH. COMPACTION. (15.221 [2]) ( NOT To SCALE) MANDATORY r 'n CALLING 10. CONTRACTOR SHALL BE RESPONSI L DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES p (--L-% SLOPE) PRIOR TO COMMENCEMENT OF WORK. LOCUS MAP (2 SLOPE) (1 •$ % SLOPE) 29.0' BOTTOM TH-1 NO GROUNDWATER FOUND 11 ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000'± FOUNDATION- 13' FOLLINS POND (TIDAL) ROCKY /N'r RTADq AT TOE OF C' BANK 28 =.ROp A 3 ✓ - - ---_ - ♦ 28 P(REMO E TIO /Tj���/ o "JN1Jp'v ..-� (/ E(REMOVC) OOOI _; V "` +a A O ! J ,D PORL",rt R� -; 7- f I r j 0 0 EXIST. i(((.., 1500 GAL. ST -34- / / /PROP.GARAG�g 0 / (SLAB)E. / k ^� 20 //�j 40.5 j-,`.:`; ,PROP.•.S. ELL/GR•AVEL-' l UP o TH SWALE o j o X RESERVE HIGH PT. 43.0' Jj BOULDER \ y. _ 2\ VARIANCE REQUESTS TOP OF FOUNDATIO�J TO BE 2.5' BELOW �GH PT. CONC. I 171.38' IN ROAD (4.5' VARIANCE) BND FND. { 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PORTION OF PERIMETER OF LEACHING CA FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET DRIFTWOOD LAN SPECIFICATIONS OF 310 CMR 15.255(3) off 508-362-4541 fax 508-362-9880 I downcope.com ©• down cape engineering, inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 17-413 PUMP D' BOX LEACHING ST 8' CHAMBER 108 21 FACILITY ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON SEPARATE CIRCUIT FROM PUMP n FLOODZONE AE EL. 9 2- ':5 - ?4' p 26 2� LOT 11 0.95± AC ��-r - - - BENCHMARK: CONC. BOUND AT EL. 38.4' C� 1 PROP. WATERTIGHT COVER TO GRADE PROVIDE QUICK DISCONNECT FOR PUMP 32' REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. ASSESSORS MAP 127 PARCEL 65 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND LOCUS IS WITHIN FEMA FLOOD ZONE X & REMOVED. - AE EL. 9 13. DOWNSPOUTS TO DRYWELLS SHALL BE PROVIDED TO DATUM: NAVD '88 HANDLE ALL ROOF RUN-OFF (OR ROOF DRIPLINES TO STONE TRENCHES). SITE DOES NOT LIE WITHIN ZONE II 14. ALL RUN-OFF TO BE DIRECTED AWAY FROM FOUNDATION SITE DOES NOT LIE WITHIN PRIORITY/ESTIMATED HABITAT 15. ELECTRICAL PERMIT REQUIRED. SYSTEM DESIGN: ZONING SUMMARY "^' WORK LIMIT LINE TO CONSIST OF `b STAKED SILT FENCE BACKED BY 1 STAKED COIR LOGS PUMP AND REMOVE ' EXISTING SEPTIC SYSTEM PROP. 4 BR DWELL. TOP FNDN. = 40.3' FIRST FL. = 41.5' TOP OF STEM WALL = 41.3' BASEMENT SLAB ELEV. 31.5' PROP. VENT WITH CHARCOAL FILTER AND BUGSCREEN (FINAL PLACEMENT BY CONTRACTOR WITH HOMEOWNER CONSULTATION) - TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE WITNESS: PHIL RENAUD DATE: 12/20/17 #13871 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 4 ELEV. ELEV. `\%' Orr INV. IN 28.0' Orr 42.0' A LINE SCH. 40 GARBAGE DISPOSER IS NOT ALLOWED A ZONING DISTRICT: R-40 DISTRICT LS 1000 GAL. H-10 S/T 500 GAL.+ 2" PRESSURE SLOPE TO DRAIN BACK TO PC DESIGN FLOW: 4 BEDROOMS @ 110 GPD = 440 GPD MIN. LOT SIZE 40,000 S.F. 6" ALARM ON RESERVE 20 GALLON DRAIN BACK MAX. - USE A 440 GPD DESIGN FLOW LS MIN. LOT FRONTAGE 150' FLOAT SWITCH LS 45" 10YR 5/8 P6.25' 0.25" WEEP HOLES 10YR 5/6 139.5' SETTINGS: PUMP ON CHECK VALVE MIN. FRONT SETBACK 30' 5.3" WORKING RANGE 5� MYERS WHRH** SEPTIC TANK: 440 GPD (2) = 880 MIN. SIDE SETBACK 20' 5.3" SUBMERSIBLE 1/2 HP PUMP BL USE A 1500 GAL. SEPTIC TANK MIN. REAR SETBACK 20' PUMP OFF 12" SYSTEM EQUAL) USE A 1000 GAL. PUMP CHAMBER CONTAINING MYERS WHRH 1.5 HP PUMP ._.�----- 00 O00 O O O 0000 6" CRUSHED STONE OR MECHANICAL LEACHING: COMPACTION. (15.221 [21) SIDES2 (39 + 10.83) 2 (.74) = 147.5 GPD **NOTE: SPECIAL HIGH HEAD PUMP CHAMBER "NOTE: 39 x 10.83 (.74) = 312.5 GF'D OWNER OF RECORD IMPELLER ON PUMP TOTAL: 621.6 S.F. 460 GPD ( NOT To SCALE) MANDATORY ROBERT &BONNIE MCNAMARA j WATERPROOF/WATERTIGHT USE (4) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) 982 OENOKE RIDGE RD. NEW CANAAN, CT 06840 WITH 2.5' STONE AT ENDS AND 3' AT SIDES REFERENCES T- MA APPROVED DATE BOARD OF HEALTH DEED BOOK 30740 PAGE 163 LCP 21033-A LOT 11 SEPTIC INSPECTION REPORT/AS-BUILT D. 8/21/2017 -� (3 BEDROOM SYSTEM) "^' WORK LIMIT LINE TO CONSIST OF `b STAKED SILT FENCE BACKED BY 1 STAKED COIR LOGS PUMP AND REMOVE ' EXISTING SEPTIC SYSTEM PROP. 4 BR DWELL. TOP FNDN. = 40.3' FIRST FL. = 41.5' TOP OF STEM WALL = 41.3' BASEMENT SLAB ELEV. 31.5' PROP. VENT WITH CHARCOAL FILTER AND BUGSCREEN (FINAL PLACEMENT BY CONTRACTOR WITH HOMEOWNER CONSULTATION) - TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE WITNESS: PHIL RENAUD DATE: 12/20/17 #13871 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 4 ELEV. ELEV. `\%' Orr 40' Orr 42.0' A A LS LS 10YR 4/3 10YR 4/2 10" 6" B B LS LS 45" 10YR 5/8 P6.25' 30„ 10YR 5/6 139.5' C C PERC 066" TIGHT IN PLACE MS ROCKY POCKETS MS 10YR 7/4 10YR 7/4 132" 29.0' 132" 1 31.0' NO GROUNDWATER ENCOUNTERED v OF h, ✓��`�OFFAssl�` -4-Ii , - IV IL 46-502 i, �O ESS SUN h" 1 DATE DANIEL A. OJALA, P.E., P.L.S. TITLE 5 SITE PLANOF R �O�ERT BONNIE MCNAMARA MARCH 8, 2018 Scale: l"= 20' 0 10 20 30 40 50 FEET 17-413 MCNAMARA RECOVER recover.DWG I 1 d <6: fix r R I Ii ulv TYPICAL NOTES I. CONTRACTOR SHALL SITE INSPECT ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY DESIGNER OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE ENCOUNTERED. 2. CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME THROUGHOUT CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND THAT MAY PREVENT THE SUCCESSFUL COMPLETION OF ANY PORTION OF PROPOSED BUILDING. CONTRACTOR SHALL NOTIFY DESIGNER OF SUCH PRIOR TO MAKING ANY ADJUSTMENTS OR ALTERATIONS TO PROPOSED BUILDING AS PRESENTED IN FINAL CONSTRUCTION DOCUMENTS. 3. STRUCTURAL ENGINEER/DESIGNER TO PERFORM FRAMING INSPECTION WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. 4. CONTRACTOR TO REVIEW EXISTING FRAMING FOR STRUCTURAL INTEGRITY AND DETERMINATION WILL HAVE TO BE MADE WHEN HOUSE IS LIFTED AND EXISTING FRAMING IS EXPOSED. FOUNDATION NOTES I. MAIN FOUNDATION WALLS TO BE 10' POURED CONCRETE fc'=3000 psi, W/ 2@#5 BARS TOP t BOTTOM. FOUNDATION WALL TO BE ON 10"Dx24"W STRIP FOOTING. PROVIDE KEYWAY IN STRIP FOOTING. PROVIDE #5 VERTICAL DOWELS @ 24' O.C. EXTENDED V-6" MIN. ABOVE TOP OF FOOTING. PROVIDE %' ANCHOR BOLTS @ 36" O.C. MAX. MIN, 7' EMBEDMENT W/ 3"x3"xk4" PLATE WASHER. 2. ALL STRUCTURAL STEEL COLUMNS TO BE 4'x4"x.25" TUBE STEEL COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6"xb"x%` CAP PLATE * 7"x12"x�'4" BASE PLATE W/ 2-3'4 DIA. BOLTS. WELD ALL CONNECTIONS. FOOTINGS TO BE 48"x48'x12" SQUARE CONCRETE W/ 3-#5 BARS EACH WAY. 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 4. CONCRETE SLAB TO BE 4" POURED CONCRETE ON COMPACTED FILL. PROVIDE CONTRACTION JOINTS I' DEEP AT COLUMN LINES. CUT W/ "EARLY ENTRY" SAW. 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE (WINDOWS OR MECHANICAL) 6, CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN W-0" MINIMUM COVER. 7. PROVIDE WEB STIFFENING PLATES AT BEARING POINTS 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 DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 10, GARAGE AND OTHER FILLED FOUNDATIONS: 10" POURED CONCRETE WALL W/ 2@ #5 TOP AND BOTTOM BARS. FORM FOUNDATION ON 24"x I2" STRIP FOOTING. PROVIDE KEYWAY IN STRIP FOOTINGS. PROVIDE TRANSITION REINFORCING W/ #5 BARS SPACED is 12" O.G. VERTICALLY. PROVIDE %' x 12" ANCHOR BOLTS @ 36' O.G. MAX. MIN. EMBEDMENT W/ 3"x3"xY4' PLATE WASHER. S71w 1 k r,�i tj- Ir[�lil.� IF 'VATION <. r '. za � q !` t ig , f I � • W I. . or , P 3 r r r r - r� f' � nL i d•'W '� E' ('� - / #" • :: � f� � dy i � ,.'4 �,e' �,.L'tM'—rer� •f r'"��. F _ i F f: , 4 .. t .__ i '?. (�.rkd' x AL - 40 �iF r } , -77 7t 717r 74 e�` ♦ �. 4 p,.r :.. 'l i s 333 \ �•.' , • ..n DRAWINGS G1 - COVER SHEET AO - FOUNDATION PLAN Al - ELEVATIONS A2 - ELEVATIONS AB - FIRST FLOOR PLAN A4 - BASEL" TENT PLAN A5 - SECTION DETAILS Alo - SECTION DETAILS A7 - SECTION DETAILS A8 - TIE DONN DETAILS SI - ROOF FRAI" I I NG PLAN E1 - ELECTRICAL PLAN E2- ELECTRICAL PLAN NOTE: CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS WITH SILLS ABOVE 72" ABOVE FINISH GRADE PER CODE. ALL WINDOWS SHALL_ HAVE FALL PREVENTION DEVICES AND SHALL COMPLY WITH THE REQUIREMENTS OF ASTM F2OgO. WINDOW OPENING DEVICES SHALL BE SELF ACTING AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF A 4" DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING OPENING I WHEN THE WINDOW OPE G IMI IN DE LIMITING G ICE V S INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TCWN OF YArZMCUTH REVIEWED FOR BUILDING AND ZONING CODE COMPLI- ANCE. ERRORS OR CIV,1ISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF' S BUILT' COMPLIANCE. DATE: BUILDING OFFICIA A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION 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 C OR 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. 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 OR HSIDE DESIGN f 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 MCNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE : COVER SHEET PROJECT #: SHEET 17-22 Gal OF DATE: 5/10/18 13 -- r L 14'-5y2 4q'-6y2n -`k4° 71-2 y4n 7'-2y4n g D A.5 A.7 3-2x10 P.T. GIRT, DROPPED BEAM \ \ (7 I P.T. 2x10 JOISTS @ 16" o.c. � I 7, -2y4" V- 2 3/4 11 4, -p" PROVIDE 10" DIAM. SONOTUBE W/BIGFOOT FOOTING (BF28) FOR POST SUPPORT ABOVE / / \ 26'- " I \ 22' 0" F- 26 -0 / o / ' 2x 10T. LE ER N N `I 1131-w/2- 5/8" DIA. GAL HANG RS, -Ir r / 1 10" THICK x ±6'-O" CONCRETE l xLAG BOLTS 16" O.C. TYP• WALL ON CONTINUOUS 24"WXIO"D� y - / o I 2 10 T. LEDGER L J�-- L — J�'-7�C "� 2x 10 T. �� LED ER i CONCRETE FOOTING, VERIFY 14- „ •; . , , ° w/2- 5/8 DIA. 'o AND MAINTAIN 4'-0" FOOTING I a /2- 5/8 DIA - L G OL 16 O. o •': e LAG BOLTS 16" O.C. COVERAGE BELOW GRADE — — — — — — ------------- JE-__ �L__ L L_ r n " n• n " r COLUMN DN.COLUMN DN TS 4x4 x.25 TS 4x4 x.25 1 I I a -°•. e a c fey. .a .. r---------� I-- ---------�---------------------- - ---------------------1 F - 2x4 BEARING WALL ON II2x6 j3E ING WALL ON 0 II---24"Wx12"-D-CONTI-NU0VS-----------213Wx12" CONTINUOUS ----------------------------- ---------------- I 1 STRIP FOOTING STRIP TING : -- I I I I I w/3-#5 CONTINUOUS BARS. ( I w/3-#5 ONTINUOU5 BARS. 01 IREARING WALL ONI-9YA RFARING WAI I ONI T 24"Wxl2"D CONTINUOUS o 24"Wxl2"D CONTINUOUS OUT OF 2" RIGID N o STRIP FOOTING STRIP FOOTING w/3-#5 CONTINUOUS I w/3-#5 CONTINUOUS I SLAB. 4'-0" AROUND BARS. I BARS. THE METER OF GONDIPTIOINED SPACE � I � I I I I I '• c ....tNS1.DE..O.F..FOUND...W L I..............................:...................................I... I. PROPOSED I I N BA E E B W(ox(o W2.gxW2.q TOP I ° o OF SLAB ON CHAIRS o I 4" CONC. SLAB ON TYPICAL I 10 MIL VAPOR RETARDER N N w o z N 2-1 3/"x1l 7/8': LVL , r I I i x w I I N ( I� ' DROPPED HEADER �- J: L` ; L- I I C o .._.... z w Q I o = �I lr.......................................... ............................. o _ E I N 17142 -m,--- — 17'-I" m 4" I p O z-1 _ — — --f* — — — -1 - -33/ ; 13' O o z ~p ��` , 13 r �II� 2-1 3/4"Al 7/6" LVL I " +moi w DROPPED HEADER I x� tl) LL- :. Cq I 12 11 10 q 7 6 5 4 3 2 r - z w I I --- — I — -2= 4" ft -7 " V —_ — — ---- J I --------------------------------- Lu —I --- U I i I FLU HBA (r 2-) "xll 7/8" LVL31'4'x11 7/8" LVL r ~ z to > i t I I III I L FLUSH B AM �III,L I — 0 3 zQ I i I I L — — — — ---------------------- �III� — — — — — — — — — — — -J i I I — — — — _. TS 4x4 x.25 TS 4x411x.2511 I �o I I I L — COLUMN DN. COLUMN DN. i— — — — — — - /� _ _ L------� F— N — -------I °: 1 10" THICK x q'-10" � G • _ g I° �-- I _ ° o - CONTINUOUS 24'�WxTO"D J A GNOR BOLTS @ 36" O.C. - — — ; — — J o I 1 I I I IF -5/6111-I o A.5 _ -1 T 1 I i CONCRETE FOOTING MIN. 7 EMBEDMENT ' - o - II I ---=------lo o w/3"x3 xl/4" PLATE WASHER I m I I ' 8'-0 ---'-0—" II II —7'-Q" 7 — —. ---- —. — i 1 F -T J Z — i I I I A I I I o 5'-5y2" ,glI I A.5 14—o 11 `A 12'-0" 22'-O" 12'-0" 14'-O' I " �-10" THICK x 4'-0" CONCRETE 14 -0 5y21 4'-0 �1'-6y2" It 10" ------------- SHEET 17-22 �� I-- ��. L ii LI W ANCHOR BOLTS` @ 36" I ; } I O.C. MIN. 7" EMBEDMENT ° I W/311x3"x Y4' PLATFa •. WASHER (TYP.) 4. I 1 10" THICK x 4'-8"MIN.) WALL d I CONCRETE FNDN ON CONTINUOUS 24"x10" CONCRETE FOOTING. 1 I E I • I I E E BACKFILL WITH CLEAN COMPACTED FILL I ° I I E W12X40 STEEL E 4' CONC. SLAB ON 10 MIL N BEAM ABOVE E VAPOR RETARDER -i z I �................ E DROPPED GARAGE SLAB 1 I 3 0. ry •a IL OO I T 4"x4"x.25" I I G I. DN. O Q I •Iw- I I PITCH I/8' PER FOOT I I TOWARDS DOORS _ ' I " I I DEEP CONTRACTION I JOINT CUT WITH EARLY ENTRY SAW I •I I A 4(o A.5 24'-0" M 2- #5 DOWLES TOP I WALL ON CONTINUOUS 24 x BOTTOM CONCRETE FOOTING VERIFY AND MAINTAIN I 4' FOOTING COVERAGE BELOW I - GRADE coi v I FOUNDATION PLAN coi N Z a - Ix° IxZ �t E Ido II N NIJ I. MAIN FOUNDATION WALLS TO BE 10" POURED CONCRETE fc'=3000 psi, W/ 2@ #5 BARS TOP t BOTTOM. FOUNDATION WALL TO BE ON 10"Dx24"W STRIP FOOTING. PROVIDE 3@ #5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ KEYWAY. PROVIDE #5 VERTICAL DOWELS @ 24" O.C. EXTENDED V-6" MIN. ABOVE TOP OF FOOTING. PROVIDE %" ANCHOR BOLTS @ 36" O.G. MAX. MIN. 7' EMBEDMENT W/ 3"x3"xi'4" PLATE WASHER. 2. ALL STRUCTURAL STEEL COLUMNS TO BE TS 4"x4"x0.250" TO EXTEND TO FOOTING BELOW. PROVIDE b'x6'x%" GAP PLATE * 7"x VVY4" BASE PLATE W/ 2@ %4" DIA. BOLTS. WELD ALL CONNECTIONS. FOOTINGS TO BE 36"x36"x12" SQUARE CONCRETE W/ 3@ #5 BARS EACH WAY. 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. 4. CONCRETE SLAB TO BE 4' POURED CONCRETE ON COMPACTED FILL. PROVIDE CONTRACTION JOINTS 1" DEEP AT COLUMN LINES. CUT W/ "EARLY ENTRY" SAW. 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. SEE STRUCTURAL DRAWINGS t A.0 FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. 8. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. q. GARAGE AND OTHER FILLED FOUNDATIONS: lo" POURED CONCRETE WALL W/ 2@ #5 TOP AND BOTTOM BARS. FORM FOUNDATION ON 24"x10" STRIP FOOTING. PROVIDE 2@ #5 CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP BARS TO MAIN WALL BARS. PROVIDE TRANSITION REINFORCING W/ #5 BARS SPACED @ 12" O.G. VERTICALLY. PROVIDE 5/a" x 12" ANCHOR BOLTS @ 36" O.G. MAX. MIN. EMBEDMENT W/ 3"x3"x ,4" PLATE WASHER. 10. ANCHOR BOLT TO BE 5/s" DIAMETER A-307 AT 36" ON CENTER (MAX). 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. 1 REVISION I DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS 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 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 McNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. 000 TITLE FOUNDATION PLAN F 1/4"=1'-0"�.72 4 8 PROJECT #: SHEET 17-22 A.0 OF DATE: 5/10/18 13 CONTINUOUS RIDG ASPHALT ROOF S OF PLATE Ix FRIEZE * F SECOND FLOOR SUBFLOOR — — — TOP OF PLATE ALUM. GUTTf Ix4 WINDOW/[ 2" R.C. SILL W.C. SHINGLE 8" SKIRT W/ WOOD DRIP TOP OF . SLAB —40-! I I I I I --------------------I I I --------------------------I--------a-----------� I �-------- I �-'- I I I Li--------------I----------------I--------------iJ L- - - - - - - - i I I I I I I I I I I I I I I i I I I I I I i I I I I I I I I I II---------------h----------------I-----------------------------I-I I F--------- - - - - - L - - - - - - - - - - - - - - - - -J - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - L ----------------------------- L -------------------------------------j---------------------- ------ -c- TOP OF PLATE Ix4 RAKE TRIM IXIO RAKE TRIM IxG TRIM SECOND FLOOR SUBFLOOR — — TOP OF PLATE W.C. SHINGLES TOP OF SLAB 40.5_ — — S" SKIRT W/ WOOD DRIP CAP —� e% i i -r I I I A I r- C% -r CUSTOM CUPOLA i IN"r-r ClJ W/ 74 r11vL I I I I I I I I I I ----------------------------------'� I ------------------- L ---------------------------------------------------- I I I I I SOUTHEAST ELEVATION I I I I --------------------------------------------� I RIGHT SIDE L --------------- I --------------------------------------- ----- I II I I I I L-----------------1 CONTINUOUS RIDGE VENT ASPHALT ROOF SHINGLE CTION %KE TRIM ,KE TRIM :IM — TOP OF PLATE MOULDING =RIEZE FIRST FLOOR SUBFLOOR 41.5' . TOP OF FOUND_ TOP OF SLAB 31.5' TOP OF .PLA p in FIRST FLOOR SUBFLOOR 41.5' TOP OF FOUND _ TOP OF SLAB 31.5' 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 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 xx 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 MCNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE : PROPOSED ELEVATIONS FSCALE: 1/4"=1'-0" 0 1 24 8 #: SHEET -22 F A.1 OF 0/18 13 ®■ Ix4 RAKE Ix10 RAKf Wo TRIM TOP OF PLATE FIRST FLOOR BUBFLOOR 41.5' TOP OF FOUND. TOP OF SLAB 31.' TOP OF PLA SECOND FLO SUBFLO TOP OF PLA -IINDOW/DOOR CASING SHINGLES :.C. SILL TOP OF SLAB >KIRT W/ �D DRIP CAP FIRST FLOOR SUBFLOOR 41.5'— TOP OF FOUND_ — — — — — 0 SLAB 31.5' F m n i I I I I I I I I I I1 -------------- --- 34.5' Li ----------------------------------------------------J I I I- NORTHWEST ELEVATION I ----� r---------------------------------------------------�-I ------------------------------ ----- LEFT SID E� I I I I I I I �I-------------------i L– – – – – – – – – – – – – – – – – – – - Ix4 WINDOW/DOOR CASING W.G. SHINGLES 2" R.C. SILL TOP OF SLAB 40.5' B" SKIRT W/ WOOD DRIP CAP GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2X6 @ 16" O.C. UNLESS – – – – – – – – – – – – – – – – – – – C 8 BE 2X4 @ 16" O.C. UNLESS L----------------------------------------------------I------------- 3. CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS ---------- - – – – – – – – – – – – – – – ---------------I 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT A.6 CONTINUOUS RIDGE VENT THE ATTENTION OF THE DESIGNER. REVISIONS NORTHEAST ELEVATION -, - NO. REVISION DATE © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS ASPHALT ROOF SHINGLE THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR REAR OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE ' Q5 AL. STEP FLASHING 12 AT ALL CHEEK WALLS ' 4 f�— 1 (x3 RAKE TRIM Ix5 RAKE TRIM '-fI I I 111 11 1 1— — — . _ . — — _ TOP OF . PLATE–, r- 12 12 _ Ix4 RAKE TRIM I Ix10 RAKE TRIM 4 p �/ / `� Ix(o TRIM r TTTFTT ' I � SECOND FLOOR TOP OF PLATE y SUBFLOOR TOP OF PLATE FIRST FLOOR SUBFLOOR 41.5'— TOP OF FOUND_ — — — — — 0 SLAB 31.5' F m n i I I I I I I I I I I1 -------------- --- 34.5' Li ----------------------------------------------------J I I I- NORTHWEST ELEVATION I ----� r---------------------------------------------------�-I ------------------------------ ----- LEFT SID E� I I I I I I I �I-------------------i L– – – – – – – – – – – – – – – – – – – - Ix4 WINDOW/DOOR CASING W.G. SHINGLES 2" R.C. SILL TOP OF SLAB 40.5' B" SKIRT W/ WOOD DRIP CAP 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. 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 MCNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE PROPOSED ELEVATIONS I I I I I I I I I I I I I I I -------------- SCALE: 1/4"=1'-0" 0�1 2�4 S PROJECT #: SHEET 17-22 As2 OF DATE: 5/10/18 13 STONE RETAINING WALL --\ 741-011 B YAD '7TT. A.5 A.7 14 13 12 If 10 q g ------ ----- - ---------- --------- 7 6 5 i PROPOSED ' PROPOSED 4 n n n n n n n n n n n. SCREEN II II II II II it II II II II II � DECK 3 n n II n u II n II n n n II II II it II II II II II II II PORCH 26 2 :22'-0" '_on 0 I I I I I I I I I I I I I I I I I I I I I I 7 �/ $' -4y2" 2' -7y2 7' -0" (o' -ql/2' 15R- 2Y 71-0" 5'_ 2n �_ yen �_ 2•• II II ,_Onll 11 II II II II 113'_rJ 2" ' ----- -- FWGD 2068-4 TVV2 6 II II II II II II II II II II II � 30688 446 II II II II II I( it II it it II � II II fl II If II II ff II II II � O ,I\ / I I I I I I I I I I I I I I I I I 11 11 i t I I\ / (V 446 TW2446 II II 14211 IIDHP 103211 TW2 IL2 II FWGD 0068-4 / ---- _- / \ 00o I I I / ISIN 00 ' \ o N 1 i c OUTDOOR �Y---------------(' I I c I I I \\\ SHOWER PROPOSED =_ _ -- _ _ _ � I I I I \ / I SOWER PROPOSED 2668 ; MASTER I _ MASTER 1C)BEDROOM BENCH I I I I LJ L L_____J lu�_ - - - - - - - - _ I I I I 'i n n _i I I \\ PROPOSED / GAS I O BATH - - - - - - - , I , I I I i q6 x.42 TABLE I I , \ G R EAS' DN. I I FIRED CE Lo 1 I I I 5R C I I I I F- r� ... ; I I :� OO i 1 }----------------- -� i1'PROPOSED...........I.............1..................I............. ,..........�....,..... A.6 ® , KITCH NI I I I I 1 �43/4n 3''7 4" N � co X -- \ co PROPOSED: LINEN AN DINING 04 4'-5Y ISLAND _ . ... .....D15m..............2P5DI.................PROPOSE ------ I HALL W.I.C. � 310' G.O.co I 1 j2 I _ i // \\ 1 ----- co o ccoo L------- -I 1 3 4 5 6 7 8 q 10 11 I 13 Ill I 1 / i N FRO OSE W O / 00 co \\ 1 PROP EDN N DN. 2668 REF i // \ _ v ' LAU i ORI 1 / \ PROPOSED m I \ i b N \ 4 I I I 1 \ I i 5' 7y4" 6 -4314" = I I I PROPOSED \ o PORCH r P OPOSED — I FOYER 1 -------- ' 1'- 4 NTRY CL 1 ,/ \\\ i \ I PROPOSED - I 2-1668 _ I/ I N UL. 3068: A 51 w -14" S. L: \\\I I A 51 A 51 OFFICE/ N DEN 4- INSUL. of 3'-IOy" 41-1 411-- B 46 446 /�------------ l 2868 ^- 2 _ to PROPOSED 1 'ITMUDROOM Q m 2'-7y2" 4'-4y2�� 4'-0": 4._0.. 4'-4y2" 2'-7y2" _ STONE -� N 8'-0 7'-0 RETAINING �7SEAT _I 7'-0 \ \ WALL _ to r PROPOSED ® A 51 AW251 1 o HALL ❑ = A 5, C o 11 INSUL. I i 6�_c�/2n 3,_0„ (0'_0" 31_0111 5'-Sy4" 71 -6y2 54 3 -0 6 -0 3 -0 3068 PORCH A -6y2" 12'-0° 14'-0" A.5 N A 5 4,_5y n' 4,_0" I q -•(0y2It 12'-0" 22'-0" 1' 4'-6 1;01114'-6y2" GARAG E I Q o 0 I T I $ I � 6 I z oQ A 51 AWZ51 7A 5'-0" 7'-0" A.5 71_011 24'-0" 5'-0'I MAIN FLOOR PLAN PROPOSED AREA 2' 446 14'-0" 1 tf1 GROUND LEVEL LIVING 2 _2868 INSUL. 20 ' MIN. DR. ' 1 r -6y2" _ TOTAL LIVING AREA 4,242 SF GARAGE 624 SF DECK/ SCREEN PORCH II 10 q 8 7 (o 5 4 2 1 MOWELoR _ DN- I UPj R n _I N 4' KNEEWALL �3R STONE - cn BATH B60KCASE 12 I RETAINING N, o N WALL UP r CL N 13R I P Q r- --------- 2-1668 @ 8.13"t cow 14 _ _ co � N i ' 4' _5y4co 1--- PROPOSED SUITE co v :.-GUEST I cY)o o co I � I o a o I to _ I NEEWALL 3' 3" � I I I o to N N-------- _ ------_.__.___ _ _— PROPOSED r------------ GARAG E I Q o 0 I T I $ I � 6 I z oQ A 51 AWZ51 7A 5'-0" 7'-0" A.5 71_011 24'-0" 5'-0'I MAIN FLOOR PLAN PROPOSED AREA FIRST FLOOR LIVING 1952 SF GROUND LEVEL LIVING 1896 SF GUEST SUITE LIVING 394 SF TOTAL LIVING AREA 4,242 SF GARAGE 624 SF DECK/ SCREEN PORCH 433 SF TOTAL AREA 5,299 SF FOR CONSTRUCT101\1 51-711 TW2446 jTV4446 446 I STONE RETAINING WALL C _ O �.6 co coo 4'-11" GUEST SUITE PLAN SECOND 1FLOOR 71-01 A.514'-0" 5'-0" 241-0" STONE RETAINING WALL to 1 t Lo I Lo 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 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 L 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 MCNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE PROPOSED FLOOR PLAN rn SCALE: 1/4"=1'-0" 0 1 2 4 8 PROJECT #: SHEET 17-22 �r DATE: OF 5/10/18 13 _ 1 2' 6" 'x3 v MOWELoR 4' KNEEWALL I PROPOSED cn BATH B60KCASE I N, o cn UP r CL N 13R I P Q 2-1668 @ 8.13"t cow co � N i ' 4' _5y4co PROPOSED SUITE co v :.-GUEST N cY)o co I a o I to _ I 4' KNEEWALL 4, NEEWALL 3' 3" � I I AVV 51 AW251 AW251 o to GUEST SUITE PLAN SECOND 1FLOOR 71-01 A.514'-0" 5'-0" 241-0" STONE RETAINING WALL to 1 t Lo I Lo 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 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 L 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 MCNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE PROPOSED FLOOR PLAN rn SCALE: 1/4"=1'-0" 0 1 2 4 8 PROJECT #: SHEET 17-22 Ae3 DATE: OF 5/10/18 13 -741-0° I I I I I I I I I I I I I I q I I I I A.5 I 1 I I I I I I I I I ---1--------L----------, I I I I I 1 I I I I f I I I I I I 1 f I I I I 1 I I I I I I I I I I I i I I � I � I I I I GARAGE ABOVE I I I I I I I 1 I I I I I I I t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II L- .- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J A A.5 Em 12'-0° ------- ---- , PD CH ABOVE -------- 1 I ----I D A.7 22' —O" 12'-0" GROUND LEVEL FLOOR PLAN PROPOSED AREA FIRST FLOOR LIVING GROUND LEVEL LIVING GUEST SUITE LIVING TOTAL LIVING AREA GARAGE DECK/ SCREEN PORCH TOTAL AREA 1952 SF 1896 SF 394 SF 4,242 SF 624 SF 433 SF 5,299 SF 14' —O" FOR CONSTRUCTION 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. 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 fi DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL &COMMERCIAL DESIGN 141 MAIN STREET * YARMOLITHPORT * MA 02675 (508) 362-2210 (508) 362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net STRUCTURAL ENGINEER: TAYLOR DESIGN LLC PROJECT: PROPOSED RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE : BASEMENT PLAN FSCALE: 1/4"=1'-0" 0 1 2 4 8 #: SHEET -22 F A.4 - OF 0/18 13 __w CONTINUOUS RIDGE VENT — A.6 3-1 3/4"x16" LVL RIDGE BUILDING SECTION BIT. JOINT FILLER, TOP OFF WITH FLEXIBLE JOINT SEALANT W6x6 W2.gxW2.g TOP DO NOT BACKFILL WALL 4 ° 1/3 OF SLAB UNTIL CONCRETE HAS ATTAINED 7 DAY STRENGTH 4" CONG. SLAB AND BOTH TOP 4 BOTTOM OF WALL ARE PROPERLY ° °a 5ERCURED. c d � a 2@ #5 REBARS, CONT. TOP d BOTTOM CARRY DAMPROOFING �2 OVER TOP OF " a \ \\ � ' RIGI ION FOOTING, TYPICAL 7n / 0II a 7„ , / 6' COMPACTED 2x4 KEYWAY #5 DOWEL @ 12" O.G. a ° \\/\�/\\ � a 2' // 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. TYPICAL SLAB I$ FOOTING SCALE 1-1/2" = P-0" SIDING SEE "TYVEK" HI %2" CDX PL' 2x6 @ 10 i INSULATIOI PER CODE LSL RIM J INSULATION PER CODE 1/2" CDX, SHEATHING 1/2" "DENSARMOR" GWB VAPOR BARRIER TYVEK HOUSEWRAP SIDING (SEE ELEVS.) CONTINUOUS RIDGE VENT 3-1 3/4"xl(o" LVL RIDGE - 12 i 4L i �- 2 i N i x10 CEILING i� �� JOISTS @ 16" o.c. i 2-1 %"xq )4' LVL 1/2" GYPSUM ON Ix3 EACH SIDE OF PUKING @ 16" o.c.� DORMER BEYOND 3-1 %"xq Y4" LVL HEADER 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 12 �12 THE ATTENTION OF THE I DESIGNER. I DINING i A VANTECH PLYW . S BFLR. GLUED AILED, TYPICAL 12 Q 4 TOP OF PLATE _-3-1 3/4"x 117/8" LVL HEADER 1 j',1 CONTINUOUS P.T. 3-2x10 HEADER / 1/2"SCREEN 13ETWEENw TYPICALYWD � 0 PORCH 6 tl A.6 Ix DECKING ON P.T. FIRST FLOOR rECK FRAME — — — — SUBFLOOR 41.5' .T-2xiW5 IPLAO-s.c.— — . — . — .TOP.OF FOUND. 11 7/a" TJIIf LOR 1x10 SKIRTBOARD II I JOISTS 141 O.C. I to 10" THICK x q'-10" CONCRETE-------- ` WALL W/ 2, #5 BARS TOP \ AND BOTTOM, TYPICAL ALL = _ _ - _ _ 6 BATH WALLS, ON CONTINUOUS======5 24"x10" CONCRETE FOOTING _4 i 4"CONC.LAB ON 2 10MILV OR ON -I=iii— = ��+ � III 1 1 1—III 1 1 1�� III—I 1 I—III' -I 11—I I I- �� W6X6 W2.cIXW2.q TOP 1/3 OF SLAB 6" COMPACTED FILL — 1 2" RIGID INSULATION — A.5 (R-10) EXTENDS 4'-0" BELOW SLAB BUILDING SECTION 2-2x6 P.T. SILL SILL SEALER V' CDX P.T. PLYWD. BOTTOM 6" a _ d II d m FILL it TAMP 5' OUT FOR _ • I I ° 1 "/FT. SLOPE: PROVIDE "co 12" BED OF la" STONE a WHERE NO GUTTERS a — I a d ° DAMPROOFING BLOW GRADE 'PICAL SILL DETAIL SCALE 1-1/2" = I'-0" 2 BARRIER BFLOOR )ISTS 2 @ #5 REBARS CONT. t AROUND ALL OPENINGS 5/8' ANCHOR BOLTS @ 36' O.C. MIN. 7" EMBEDMENT w/3"x3"xl/4" PLATE WASHER ASPHALT ROOF SHINGLES MATCH EXISTING 5/5" CDX SHEATHING 1" CLEAR AIR (MIN.) 2x WIND BLOCKS BETWEEN RAFTERS, TYP. ICE AND WATER BARRIER MEMBRANE CARRY UP V-0" FROM EAVE AL. DRIP EDGE OVER ICE f WATER BARRIER—le ALUMIN. GUTTER CORA-VENT STRIP VENT BED MOLDING IX FRIEZE SIDING TYP. WALL 3- P.T. 2x 0 FLU 2xI0 P.T. LEDGER BEAM w/2) 5/8" DIA. LAG BOLTS 16" O.C. o i SIMPSON ABU66Z TOP OF SLAB 3.51 -10" THICK x ±0-0" Z VERIFY AND MAINTAIN CONCRETE WALL ;r 4' FOOTING COVERAGE ON CONT. 24'x10' / BELOW GRADE CONCRETE FOOTING PROVIDE 10" DIAM. SONOTUBE 7 / DOWN TO 20"x IO" DP. \ ` FOOTING FOR COLUMN A.7 SUPPORT ABOVE INSULATION PER CODE y2" GWB w/SKIM COAT PLASTER ON Ix STRAPPING @ 16" O.C. SIMPSON H2.5 CLIP, ONE PER RAFTER, TYPICAL 'PICAL FAV F D ETA I SCALE 1-1/2" = P-0" FOR CONSTRUCTION REVISIONS NO. I REVISION I DATE @ COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS 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 J BUILDER: DESIGNER: NORTHSIDE x DESIGN a' ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508) 362-2210 (508) 362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net \ A STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED MCNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE : SECTIONS & DETAILS 12 2 V (MIN.) CLEAR AIR, TYP 6.25r ` I 3.75 2x WIND BLOCKS BETWEEN RAFTERS, TYP. 1X FASCIA W/ _ ALUMINUM GUTTER TOP OF PLATE >� �� 2x10 CEI IN JOISTS INULATION IX SOFFIT W/ VENT @ 16" o.c P1=� 6QDE IX FRIEZE 1/2" GYP I 1x3 \ \ ^ 2x10 RAFTERS @ 16" D.C.PUKING i " ` ` \� \� _ _ 3 5/611 CDX SHEATHING - l7 � _ A.5 15# BUILDING PAPER —� GUE ITE ASPHALT ROOF SHINGLES Q , `� 12 1212 SIMPSON H2.5 CLIP, ONE a ADVANT CH PLYWD. PER RAFTER, TYPICAL PER SUBFLR. GLUED t NAIL D, SECOND FLOOR 12 TYPICAL � _ — SUBFLOOR 12V — _ — — — _ TOP OF PLATE —I A A- - L q 1/2" TJI JOISTS 2-) 3/4" " VL @ 16" o.c. II UNDER 10 WALL PROV I DE I L/8" q W12x40 E TYPE IV f I C GWB H BEAM, I ENTIRE GA EILING GARAGE 2-2x6 P.T. SILL 4 W/ SILL SEALER 3 ---- FIRST FLOOR 2 _ SUBFLOOR 41_5' PITCH SLAB Y8" PER— FOOT TOWARDS DOOR1= _ _ _ - _ TOP OF SLAB_ — — — — 40.5 1Ti=iTi=i=iTi Ti 2-2x6 P.T. 51LL W6X6 W2.gXW2.g W/ SILL SEALER [:0 TOP 1/3 OF SLAB VERIFY AND MAINTAIN 4' FOOTING COVERAGE Z T COMPACTED FILL 10" THICK x 4'-10" BELOW GRADE 4" CONC. SLAB ON CONCRETE WALL ON :'s 10 MIL VAPOR RETARDER •.<..' CONTINUOUS 24"x10" ..... CONCRETE FOOTING BUILDING SECTION BIT. JOINT FILLER, TOP OFF WITH FLEXIBLE JOINT SEALANT W6x6 W2.gxW2.g TOP DO NOT BACKFILL WALL 4 ° 1/3 OF SLAB UNTIL CONCRETE HAS ATTAINED 7 DAY STRENGTH 4" CONG. SLAB AND BOTH TOP 4 BOTTOM OF WALL ARE PROPERLY ° °a 5ERCURED. c d � a 2@ #5 REBARS, CONT. TOP d BOTTOM CARRY DAMPROOFING �2 OVER TOP OF " a \ \\ � ' RIGI ION FOOTING, TYPICAL 7n / 0II a 7„ , / 6' COMPACTED 2x4 KEYWAY #5 DOWEL @ 12" O.G. a ° \\/\�/\\ � a 2' // 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. TYPICAL SLAB I$ FOOTING SCALE 1-1/2" = P-0" SIDING SEE "TYVEK" HI %2" CDX PL' 2x6 @ 10 i INSULATIOI PER CODE LSL RIM J INSULATION PER CODE 1/2" CDX, SHEATHING 1/2" "DENSARMOR" GWB VAPOR BARRIER TYVEK HOUSEWRAP SIDING (SEE ELEVS.) CONTINUOUS RIDGE VENT 3-1 3/4"xl(o" LVL RIDGE - 12 i 4L i �- 2 i N i x10 CEILING i� �� JOISTS @ 16" o.c. i 2-1 %"xq )4' LVL 1/2" GYPSUM ON Ix3 EACH SIDE OF PUKING @ 16" o.c.� DORMER BEYOND 3-1 %"xq Y4" LVL HEADER 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 12 �12 THE ATTENTION OF THE I DESIGNER. I DINING i A VANTECH PLYW . S BFLR. GLUED AILED, TYPICAL 12 Q 4 TOP OF PLATE _-3-1 3/4"x 117/8" LVL HEADER 1 j',1 CONTINUOUS P.T. 3-2x10 HEADER / 1/2"SCREEN 13ETWEENw TYPICALYWD � 0 PORCH 6 tl A.6 Ix DECKING ON P.T. FIRST FLOOR rECK FRAME — — — — SUBFLOOR 41.5' .T-2xiW5 IPLAO-s.c.— — . — . — .TOP.OF FOUND. 11 7/a" TJIIf LOR 1x10 SKIRTBOARD II I JOISTS 141 O.C. I to 10" THICK x q'-10" CONCRETE-------- ` WALL W/ 2, #5 BARS TOP \ AND BOTTOM, TYPICAL ALL = _ _ - _ _ 6 BATH WALLS, ON CONTINUOUS======5 24"x10" CONCRETE FOOTING _4 i 4"CONC.LAB ON 2 10MILV OR ON -I=iii— = ��+ � III 1 1 1—III 1 1 1�� III—I 1 I—III' -I 11—I I I- �� W6X6 W2.cIXW2.q TOP 1/3 OF SLAB 6" COMPACTED FILL — 1 2" RIGID INSULATION — A.5 (R-10) EXTENDS 4'-0" BELOW SLAB BUILDING SECTION 2-2x6 P.T. SILL SILL SEALER V' CDX P.T. PLYWD. BOTTOM 6" a _ d II d m FILL it TAMP 5' OUT FOR _ • I I ° 1 "/FT. SLOPE: PROVIDE "co 12" BED OF la" STONE a WHERE NO GUTTERS a — I a d ° DAMPROOFING BLOW GRADE 'PICAL SILL DETAIL SCALE 1-1/2" = I'-0" 2 BARRIER BFLOOR )ISTS 2 @ #5 REBARS CONT. t AROUND ALL OPENINGS 5/8' ANCHOR BOLTS @ 36' O.C. MIN. 7" EMBEDMENT w/3"x3"xl/4" PLATE WASHER ASPHALT ROOF SHINGLES MATCH EXISTING 5/5" CDX SHEATHING 1" CLEAR AIR (MIN.) 2x WIND BLOCKS BETWEEN RAFTERS, TYP. ICE AND WATER BARRIER MEMBRANE CARRY UP V-0" FROM EAVE AL. DRIP EDGE OVER ICE f WATER BARRIER—le ALUMIN. GUTTER CORA-VENT STRIP VENT BED MOLDING IX FRIEZE SIDING TYP. WALL 3- P.T. 2x 0 FLU 2xI0 P.T. LEDGER BEAM w/2) 5/8" DIA. LAG BOLTS 16" O.C. o i SIMPSON ABU66Z TOP OF SLAB 3.51 -10" THICK x ±0-0" Z VERIFY AND MAINTAIN CONCRETE WALL ;r 4' FOOTING COVERAGE ON CONT. 24'x10' / BELOW GRADE CONCRETE FOOTING PROVIDE 10" DIAM. SONOTUBE 7 / DOWN TO 20"x IO" DP. \ ` FOOTING FOR COLUMN A.7 SUPPORT ABOVE INSULATION PER CODE y2" GWB w/SKIM COAT PLASTER ON Ix STRAPPING @ 16" O.C. SIMPSON H2.5 CLIP, ONE PER RAFTER, TYPICAL 'PICAL FAV F D ETA I SCALE 1-1/2" = P-0" FOR CONSTRUCTION REVISIONS NO. I REVISION I DATE @ COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RSERVES ITS 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 J BUILDER: DESIGNER: NORTHSIDE x DESIGN a' ASSOCIATES DISTINCTIVE RESIDENTIAL & COMMERCIAL DESIGN 141 MAIN STREET * YARMOUTHPORT * MA 02675 (508) 362-2210 (508) 362-9802 NORTHSIDEDESIGN.COM northsidel@comcast.net \ A STRUCTURAL ENGINEER: TAYLOR DESIGN LLC STAMP: PROJECT: PROPOSED MCNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE : SECTIONS & DETAILS to � O 2-1 3/4" x 16" LVL RIDGE BEAM 2 10 J FT RS I6; i O.c 2x10 CEILING JOISTS @ 10 O.G. 1/2" GYPSUM ON Ix3 FURING @ 16" O.G. GREAT ROOM ADVANTECH PLYWD. SUBFLR. GLUED * NAILED, TYPICAL \— It 7/e" TJI FLOOR�� �� JOISTS 16" O.C. 3-I 3/4 xll 7/B LVL HEADER TOP OF PLATE p @ GREAT ROOM '— _ _ _TOP OF PLATE. 3-1 3/4"x 117/13" LVL HEADER RECREATION 17- ROOMco 7 4 .o O 3 Ili 2 l 6" COMPACTED FILL - 2" RIGID INSULATION - (R-10) EXTENDS 4'-0" BELOW SLAB RUILDING SECTION ' I CONCRETE fcl = 31000 psi @ 25 DAYS REINF. fy = 40 ksi ASSUMED BRG. CAPACITY 1 1/2 TONS/SF 10" CONCRETE RETAINING WALL W/ STONE VENEER #4 @12' O.C. HORIZONTAL On ------------- 2' WEEP HOLES 8' O.C. #7 @ 12" O.C. VERTICAL #7 DOWEL @ 12" O.C. m 2x4 KEYWAY 4P 4 W-0" RETAINING NALL 41-011 TO 61-011 SCALE 3/4" 0 co - - SIMPSON ABU66Z TOP_ OF SLAB 31_5' _ o z PROVIDE 10" DIAM. SONOTUBE DOWN TO 20"xIO" DP. FOOTING FOR COLUMN SUPPORT ABOVE DO NOT BACKFILL WALL UNTIL CONCRETE HAS ATTAINED 7 DAY STRENGTH AND BOTH TOP t BOTTOM OF WALL ARE PROPERLY A BEARING WALL SERCURED. WGX6 W2.9XW2.9, TOP 1/3 OF SLAB 4" CONCRETE SLAB d ° d d° - a ° \ 2'-0" 3@ #5 REBARS, CONT. TYPICAL STRIP FOOTIN SCALE 1-1/2" = 1'-0" PROVIDE 10" DIAM. SONOTUBE W/BIGFOOT FOOTING (BF26) OR (BF36) FOR COLUMN SUPPORT ABOVE y2" G.W.B TtG F GLUE t t 2x4 P.T SEALER 5/e" ANG O.C. Mit W/3"x3": WAS .i COMPOSITE DECKING 3/4" COMPOSITE TRIM 2x10 P.T. 3-2x10 P.T. DROPPED BEAM 6"x6" P.T. POST SIMPSON ABU(o(o v z TYPICAL PORCP POST DET SCALE 1-1/2" "TYVEK" HOUSEWRAP 1/2" CDX PLYWOOD W.C. SHINGLES 2x BLOCKING FOR SHINGLE FLARE, TYPICAL Ix8 SKIRT BOARD W/ WOOD DRIP CAP P.T. 2xB BLOCKING 2x6 P.T. SILL W/ SILL SEALER, TYPICAL #5 REBAR, CONT. 10" SHELVED CONCRETE WALL ADJUST FOR FLOOR JOISTS 2- #5 REBAR, CONT. TYPICAL NATER TABLE DETAIL SCALE 1 1/2" = P-0" FOR CONSTRUCTION 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 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 fi 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 McNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE SECTIONS & DETAILS SCALE: 1/4"=1'-0" 0 1 2 4 8 PROJECT #: SHEET 17-22 A. OF DATE: m _ 0 AZT EK COMPOSITE RAILING SYSTEM s O 0'- Ix DECKING ON P.T. DECK FRAME Z 1 K FIR5T FLOOR r —P-T- 2x40'5 -g 1 '6'-O c.- —m — _ _ _ _SUBFLOOR 41.5' _ 1x10-aKIRTBOARD_TOP OF FOUND. _ 3- P.T. 2x10 ~ WIN] 2x10 P.T. LEDGER I DROPPED BEAM w/2) V5" DIA. LAG BOLTS 16" O.C. RECREATION 17- ROOMco 7 4 .o O 3 Ili 2 l 6" COMPACTED FILL - 2" RIGID INSULATION - (R-10) EXTENDS 4'-0" BELOW SLAB RUILDING SECTION ' I CONCRETE fcl = 31000 psi @ 25 DAYS REINF. fy = 40 ksi ASSUMED BRG. CAPACITY 1 1/2 TONS/SF 10" CONCRETE RETAINING WALL W/ STONE VENEER #4 @12' O.C. HORIZONTAL On ------------- 2' WEEP HOLES 8' O.C. #7 @ 12" O.C. VERTICAL #7 DOWEL @ 12" O.C. m 2x4 KEYWAY 4P 4 W-0" RETAINING NALL 41-011 TO 61-011 SCALE 3/4" 0 co - - SIMPSON ABU66Z TOP_ OF SLAB 31_5' _ o z PROVIDE 10" DIAM. SONOTUBE DOWN TO 20"xIO" DP. FOOTING FOR COLUMN SUPPORT ABOVE DO NOT BACKFILL WALL UNTIL CONCRETE HAS ATTAINED 7 DAY STRENGTH AND BOTH TOP t BOTTOM OF WALL ARE PROPERLY A BEARING WALL SERCURED. WGX6 W2.9XW2.9, TOP 1/3 OF SLAB 4" CONCRETE SLAB d ° d d° - a ° \ 2'-0" 3@ #5 REBARS, CONT. TYPICAL STRIP FOOTIN SCALE 1-1/2" = 1'-0" PROVIDE 10" DIAM. SONOTUBE W/BIGFOOT FOOTING (BF26) OR (BF36) FOR COLUMN SUPPORT ABOVE y2" G.W.B TtG F GLUE t t 2x4 P.T SEALER 5/e" ANG O.C. Mit W/3"x3": WAS .i COMPOSITE DECKING 3/4" COMPOSITE TRIM 2x10 P.T. 3-2x10 P.T. DROPPED BEAM 6"x6" P.T. POST SIMPSON ABU(o(o v z TYPICAL PORCP POST DET SCALE 1-1/2" "TYVEK" HOUSEWRAP 1/2" CDX PLYWOOD W.C. SHINGLES 2x BLOCKING FOR SHINGLE FLARE, TYPICAL Ix8 SKIRT BOARD W/ WOOD DRIP CAP P.T. 2xB BLOCKING 2x6 P.T. SILL W/ SILL SEALER, TYPICAL #5 REBAR, CONT. 10" SHELVED CONCRETE WALL ADJUST FOR FLOOR JOISTS 2- #5 REBAR, CONT. TYPICAL NATER TABLE DETAIL SCALE 1 1/2" = P-0" FOR CONSTRUCTION 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 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 fi 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 McNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE SECTIONS & DETAILS SCALE: 1/4"=1'-0" 0 1 2 4 8 PROJECT #: SHEET 17-22 A. OF DATE: .AFTER SCALE: N.T.S. ATE CON =TER @ 16" O.C. 5 @ EA. RAFTER TDP PLATE 5/8" ANCHOR BOLTS @ 36" D.C. MIN. 7" EMBEDMENT w/3"x3"xl/4" PLATE WASHER c JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 2. ALL INTERIOR WALLS SHALL COMMON NAILS BOX NAILS 3. CONTRACTOR SHALL VERIFY ROOF FRAMING BLOCKING TO RAFTER (TOE NAILED) 2-Bd 2-I0d EACH END RIM BOARD TO RAFTER (END NAILED 2-Ibd 3-16d EACH END NALL FRAMING TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD (FACE NAILED) 2-16d 2-16d 24" O.G. HEADER TO HEADER (FACE NAILED) 16d 16d 24" O.C. ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-Bd 4-10d PER JOIST BLOCKING TO JOIST (TOE NAILED) 2-Bd 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EAC14 BLOCK LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-I0d 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.G. Bd IOd G" EDGE/6" FIELD RAFTERS OR TRUSSES SPACED OVER 16" O.C. Bd 10d 4" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG Bd 10d 6" EDGE/6" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL Bd IOd 6" EDGE/6" FIELD OUTLOOKERS GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS 5d 10d 4" EDGE/4" FIELD CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD NALL SHEATHING WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24" O.G. Bd IOd 6" EDGE/12" FIELD Y2" AND 25/x2" FIBERBOARD PANELS Bd - 3" EDGE/6" FIELD Y2' GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD FLOOR SHEATHING WOOD STRUCTURAL PANELS I" OR LESS Bd IOd 6" EDGER" FIELD GREATER THAN I" IOd 1(od 6" EDGE/6" FIELD 23/8n END DIST, rA. ) PLIFT STRAP ANCHORS TYP. DBL. BTM. PLATE ori ` o I I I I i DBL TOP PLATE I I I I I I I I old ( I of I 2x STUDS @ 16" O.C. I I I I I I lol a i I i 2x STUDS @ 16" O.C. DBL BTM PLATE ` ~ I RIM JOIST i FLOOR JOISTS as2- 2x6 d SILL PLATE ° e. d d d I d � d d ° d 1/2" CDX. SHEATHING a ° a SILL PLATE TO TOP PLATE ° d d SEE NAILING SCHEDULE 44< a o 5/8" ANCHOR BOLTS @ 36" O.G. a ° MIN. 7" EMBEDMENT w/3"x3"xl/4" PLATE WASHER 1S I L L TO PLATE CONNECTION Lu / S N EATH I N, SCALE: N.T.S. BEAM t STRAP (:) RIDGE BAND STRAP D SCALE: N.T.S. LSTA @ EA. RAFTER RIDGE BEAM DTE: I DGE STRAPS ARE NOT EQUIRED WHEN COLLAR TIES OF NOMINAL Ix(o OR 2x4 LUMBER ARE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE AND ATTACHED TO RAFTERS USING 5)I0d NAILS EACH END I/2" CDX SHEATI- NAIL 8d COMMON NAILS @ 3" O.G. 2- 5/6" ANCHOR BOLTS w/ 3"x3" PLATE WASHEF FOUNDATI )NTINUOUS HEADER MULTIPLE OPENINGS EXTEND HEADER TO KING STUD NAIL TOP PLATE TO BTM. OF HDR. 2 ROWS 16d NAILS @ 3" O.C. OPENING (: NARROW NALL BRACING E SCALE: N.T.S. FOR CONSTRUCTION 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. 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 w, DESIGN f^4 tis, 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 McNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE TIE DOWN D ETA I LS 7SCALE: 1/4"=1'-0" f_ 0 1 2 4 8 PROJECT' 17-22 SHEET A98, OF 13 1 1 DATE: 5/10/18 3-200 HEADER W/ 1/2" PLYWD. BETWEEN, TYPICAL 0 N C=== ROOF BRACING 4' O.G. FIRST TWO JOIST SPACES, TYPICAL —'\ 74'-0" SECOND FLOOR -nAf -n" ROOF BRACING 4' O.G. FIRST TWO JOIST SPACES, TYPICAL 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 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 v 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 McNAMARA RESIDENCE 82 DRIFTWOOD LANE S. YARMOUTH, MA. TITLE : ROOF FRAMING PLAN PROJECT #: SHEET 17-22 Sol OF DATE: 5/10/18 13 PROPOSED I SCREEN n n n n n n n n n n n� , II II II II II II II II II II II � � PROPOSED II II II II II II II II II II II PORCH ' DECK II II II II II II II II II II II � �---Ir--�--�----Ir—�--tr--Ir--tl--rr + C-----T—�I--I--p --11-- t1--tr--11-- TI --Tr II 11 II II II II II II II it II � _________ II II II 11 II II II II II II II � ; _LIG!-ITS IN SOFFIT \ II II II II II II II II II II it R R R LIGHTS IN SOFFIT II II II II II II II II II II II � II II II II II II II II II II II � ,' �, it II II II II II II II II II II / -----_1-1______—___— _ —_— 1 —+— --- — II I I I I I I i t I I I I I I I I I I I I I Ir COVE LIGHTS 1 R R R I I � a PROPOSED- �- GREAT �� � R -__- I- I 1 DW R R I �` I I� ROOM �I i WP E!] PROPOSED OUTDOOR o 1J ,,-----__ ; ;I I; ' \ MASTER SHOWER t_L I ------ -----� 1 - - - - -- -- -- R R � I �------- , �----------------------� �, 1 BEDROOM --_-------------------- \ STONE RETAINING WALL I� I I I H I --------- -�I 4,x6, , _______= N I PROPOSED I I I I I BENCH I � I KITCHEN 1 1 I II COVE LIGHTS II I SHOWER ` I I I II II I W \ + ____—___ n CH.10 -6 +- q6"x42n f I I I I I I I Tv O J ' PROPOSED DN. ® Y I\ o ; + TABLE ; I I I '' " ° MASTER I, z I I I II II NW R I ® , II 1 R I � R �- --� r-- -� r it I U' tlL BATH ' + � � , � I I I it - _ I I I I I Tv /' R / R — I I I m I L -------J L---------- — -- =— 1 i " I I i I 8" BOXED BEAMS �, CL LINEN ` 1 U1 N LF ABINE GFCI N I PROPOSED 11 1 0) II COVE LIGHTS II o ws LU �N R +, DINING 1 1 1 611 1 751\\ I 1 F- 1 GH.10'-6"+- I I I I I 10 - - PRO �S-E+D I I I wII IIW R R R_( W. 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I— U W � 0 L1J J w CIL DATE: 4/19/18 SCALE: 1/4" = 1'-0" DRAWING #: rwmlit I I I I I I I I I i I I I I I I I I I I I I I I I I I I I � ..T - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - L - - - - - - - - - - I I , I I i I I i I I I I I I I , I � I I I i I I I � I � I I I , I I I I I I I I I I I I I I I i I , I I I I I I I I I I I i I I I I I I � I � I I I I I I I i I I I I I I I I , I , I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - J L----------- PORCH ABOVE r-----------� L------------------ ----- i ---J GROUND LEVEL FLOOR PLAN NOTE: ALL OUTLETS PER CODE UNLE55 OTHERWISE NOTED 0 RECESSED IED LIGHTING l@A ADJUSTABLE RECESSED LED LIGHTING E + EXTERIOR LIGHT CEILING LIGHT D(+} WALL LIGHT wP SHOWER LIGHT RECESSED LED STRIP LIGHT 2 BULB FLOURE5CENT DIRECTIONAL LIGHTING 4 FLOOD LIGHT LEGEND FAN sP SPEAKER sn SMOKE DETECTOR =M- DUPLEX OUTLET/SPLIT WIRED -@- DUPLEX OUTLET ='a 220 VOLT OUTLET 0 FLOOR DUPLEX OUTLET SWITCH SINGLE POLE $3 SWITCH 2 POLE I PHONE ry CATV U513 PORT WALL OUTLET USB 66 z O U) w m m 0 w z c9 w 0 a w X O 0 mj CO)19 W Z d J c a d p MaO N •j low a d N CL C 0 � . m co t- U w w a - DATE: 4/19/18 Ln Q) � � I` N M J p O 0 00 N 0 V 00 Ln m 2 6i J E- F - SCALE: 1/4" = V-0" DRAWING #: f -4 CARBON MONOXIDE DETECTOR ® BATHROOM FAN its MOTION 5EN50K =M- DUPLEX OUTLET/SPLIT WIRED -@- DUPLEX OUTLET ='a 220 VOLT OUTLET 0 FLOOR DUPLEX OUTLET SWITCH SINGLE POLE $3 SWITCH 2 POLE I PHONE ry CATV U513 PORT WALL OUTLET USB 66 z O U) w m m 0 w z c9 w 0 a w X O 0 mj CO)19 W Z d J c a d p MaO N •j low a d N CL C 0 � . m co t- U w w a - DATE: 4/19/18 Ln Q) � � I` N M J p O 0 00 N 0 V 00 Ln m 2 6i J E- F - SCALE: 1/4" = V-0" DRAWING #: f -4