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Home My WebLink AboutBLD-20-25370 0 0 z z < a CJ J RTY ZONING DISTRICT: R-25 FRONT YARD 20.9'* SIDE YARD 15' REAR YARD 20' MAX. BUILD. COVERAGE 25% *(11.8' + 30'/2=20.9') PER 203.5 (1) LANE 3A 27 \X PROP. DRIVE Pervious Paver BI 4.31 HI 5' 4t11 a °v i+W EXIST. HOUSE :: 5 6 c NO. 47 0. LOT LINES TO BE STAKED PRIOR TO WALL CONSTRUCTION. 0 N /F ' s.7 ; CURRIER j 2' HIGH PAVER BLOCK WALL! 25' LONG IMPERVIOUS BARRIER - CONVENTIONAL LEACH & RESERVE/ 12 ARC36LP (3.8" INV.) NTH 22" STONE ON SIDES AND APPROX. 28" ON ENDS TO MAKE 6'6" X 64'-7"X3.8" DEEP LEACH BED=343.9 GPD IF DWELLING HAS GUTTERS, DOWN SPOUTS ARE TO RUN TO DRY WELLS. IF NO GUTTERS USE STONE TRENCHING FOR ROOF DRIP AREAS. N /F TSENG AVERAGE GRADE AT STREET UNE=4.5 t LAND TO SOUTH IS HIGHER. OWNER TO SOUTH IS ALLOWING FILL TO BE PLACED ON HIS N/F LOT ELIMINATING WALL HERE. COHEN WALL CROSS SECTION SCALE: 1"=2'i PROPOSED TOP 2'± HIGH WALLL=VARIES SEE SPOT ELEVATIONS ON PLAN TAPER NEAR ENDS UNILOCK CONCORD OR ROMAN WALL PER MANUFACTURER SET EACH BLOCK BACK 3/4" TOWARDS RETAINED SOIL FOR AN UNBALANCED SOIL HEIGHT UP TO 4 FEET. GROUND VARIES FROM 4.3 TO 6.0 1' USE A MINIMUM OF ONE BLOCK COURSE BELOW GRADE COMPACTED GRANDULAR BASE 22" WIDE & 8" DEEP COPING / 18" 8" X 6" 14" INTERLOCKIN BLOCKS `O 4.8 LOT COVERAGE HOUSE & GARAGE 1528±S.F. PORCH/DECKS ABOVE 192±S.F. TOTAL 1720±S. F. 1720 S.F./7963 S.F=21.6% COVER 4 2.4 SALTMARSH Hafl --+2e ,{ Bradford - 1.2.33 �f 2 `,etlgnd o LEGEND �}TH 1 TEST HOLE LOCATION, NUMBER - --`;! PROPOSED WATER LINE 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) 1. EXISTING CONTOUR _8--" PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV 12/21/2018- -WALLS REDUCED AND TAPERED TO GRADE REV 10/30/2018 --CIRCULAR DRIVE N /F TSENG AVERAGE GRADE AT STREET UNE=4.5 t LAND TO SOUTH IS HIGHER. OWNER TO SOUTH IS ALLOWING FILL TO BE PLACED ON HIS N/F LOT ELIMINATING WALL HERE. COHEN WALL CROSS SECTION SCALE: 1"=2'i PROPOSED TOP 2'± HIGH WALLL=VARIES SEE SPOT ELEVATIONS ON PLAN TAPER NEAR ENDS UNILOCK CONCORD OR ROMAN WALL PER MANUFACTURER SET EACH BLOCK BACK 3/4" TOWARDS RETAINED SOIL FOR AN UNBALANCED SOIL HEIGHT UP TO 4 FEET. GROUND VARIES FROM 4.3 TO 6.0 1' USE A MINIMUM OF ONE BLOCK COURSE BELOW GRADE COMPACTED GRANDULAR BASE 22" WIDE & 8" DEEP COPING / 18" 8" X 6" 14" INTERLOCKIN BLOCKS `O 4.8 LOT COVERAGE HOUSE & GARAGE 1528±S.F. PORCH/DECKS ABOVE 192±S.F. TOTAL 1720±S. F. 1720 S.F./7963 S.F=21.6% COVER 4 2.4 SALTMARSH Hafl --+2e ,{ Bradford - 1.2.33 �f 2 `,etlgnd o / 14. ALL CONSTRUCTION NOTES Jumes4.dwg 0 No TEST HOLE DATE: March 1, 2018 (full moon) FB 33/52 S814/44 RAISE GRADES PERFORMED BY: Ron Cadillac, Soil Evaluator 1. LOCUS IS A.M. 15, PARCEL 12. WITNESSED BY: Amy Von Hone, RS, CHO 11" 2. ELEVATIONS SHOWN ARE NAVD86 BASED UPON RM24/RM21 AND VERTCON. Gull Rood 11.2 3. LOCUS IS IN FLOOD ZONES AE(EL. 11) & V ON FIRM DATED JULY 16, 2014. N Sea GEOLOGIC MAP(1986): Dune deposits 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) c -- 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 3 8.5 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. 0 odio 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Lone 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW v 1500 Gal. S=1 /8"/ft 1 3" Max. �nspection Port D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Invert 7.31 ( 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. Acocesslled SCALENT COVERS: BUILD UP COVERS- 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) / 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 No TEST HOLE DATE: March 1, 2018 (full moon) 4" RAISE GRADES PERFORMED BY: Ron Cadillac, Soil Evaluator EFFECTIVE LEACHING AREA: AS SHOWN WITNESSED BY: Amy Von Hone, RS, CHO 11" 20 UNITS X 23.65 SF/UNIT=473 PERC RATE: <2'-00"/inch (B layer) DESIGN CAPACITY: 11.2 SOIL SURVEY(1993): Hooksan-Dune land complex, hilly fla BEGIN WORK LIMIT FOUNDATION DESIGN Top Foundation GEOLOGIC MAP(1986): Dune deposits 26 34" BY OTHERS Invert 7.55 Proposed Invert 7.06 20 --ARC 36LP CHAMBERS 8.5 Use Gas Baffle Invert 6.83 N F / „ 64 Proposed Top Units=7.2 TOWN OF YARMOUTH S=1/4"/ft 9" cover 0 Filter Cloth 1500 Gal. S=1 /8"/ft 1 3" Max. �nspection Port Invert 7.31 Septic Tank T HIGH PAVER BLOCK WALL EXISTING HOUSE(SHADED)733fS.F EXIST. DECK & SHOWER 564tS.F. OPTIONAL 8" HIGH RET. WALL WOOD OR PAVERS / TAPER ENDS , EXIST. SHEDS/ 202tS.F 3' WIDE . c SWALE SWALE 50• END WORK LIMIT 0 0 DUNE D31 e.s 70 /7� D4 6J THIS PLAN IS A VALID COPY ONLY IF IT BEARS ORIGINAL RED STAMPS Ap-- SIGNATURES. HEALTH AGENT APPROVAL DATE Proposed I I I t 6" Stone or 1 1 120" 0/A layer 10yr 3/4 sandy loam E layer 10yr 6/3 loamy sand B layer 10yr 5/8 loamy sand C layer 2.5y 6/3 medium sand observed water 5.8 4.9 3.0 0.5 -4.2 t Invert 7.00 / Invert 6.82 / ProProposed 5 Bottom Level P Proposed , I r- 6' -� ; t't-- O -- i Monitor Well readln =1.5 (6/13/14) TEST HOLE 2 < 1.0' Adjustment CD DEPTH (inches) ELEV.(feet) DESIGN DATA BEDROOMS: 3 GARBAGE GRINDER: No REQUIRED CAPACITY: 330 GPD PROPOSED SEPTIC TANK: 1500 GAL. EFFECTIVE LEACHING AREA: 473 SF 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 20 UNITS X 23.65 SF/UNIT=473 SF(EFFECTIVE) DESIGN CAPACITY: 350 GPD [(473 SF) X .74 GPD/SF] Observed Water=0.5 LEACH AREA 1 USE 20 ARC 35LP CHAMBERS, AS SHOWN FOR A 50' X 5'-8" X 3.8" DEEP LEACH AREA. 5' REMOVAL 3 DO 5' ALL AROUND REMOVAL DOWN TO B LAYER AT ELEV. 4.7 2' DEEP BARRIER 6 USE 25' OF BARRIER, AS SHOWN, AT END OF LEACHING REMOVAL. TOP OF BARRIER=7.2 BOTTOM BARRIER=6.0 SITE PLAN FOR 12t B layer 10yr 5/8 I loamy sand 1., C layer 2.5y 6/3 medium sand 4" observed water ..L 5.7 4.7 2.9 V. -4.3 Yarmouth Health Department Name G __ OCT 2 2 Y2019 HEA,' TH DEPT. JAMES & PATRICIA JUMES LOT 102 49 DOHERTY LANE, W. YARMOUTH, MA OCTOBER 17, 2018 SCALE: 1 "=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 2018 BY R.J. CADILLAC PAGE 1 OF 1 r` JUMES RESIDENCE LIST OF DRAWINGS 7777.svS �.7H kF 11 .ys`. Ftw 299 WHITE'S PATH C. 0 C O V E R S H E E T SOUTH YARMOUTH, S.0 SITE INFORMATION "1 7777`— MASSACHUSETTS, 02664 A. 0 FOUNDATION PLAN tel (508) 362 - 8883 A. 1 FIRST FLOOR PLA N E7.77727.(sos)�6o-2800 D O H E R TY A.2 SECOND FLOOR PLAN fax (508) 760 5800 LANE A.3 ELEVATION S ar(':hL WWW.ERTARCHITECTS.COM A. 4 SECTIONS dlel wegs� r A. 4.1 WALL SECTIONS architects interior designers builders A. 5 DETAILS WEST A. 6 DETAILS YARMOUTH, S.1 STRUCTURALS, BY OTHERS M A S.2 STRUCTURALS, BY OTHERS S.3 STRUCTURALS, BY OTHERS S.4 STRUCTURALS, BY OTHERS S.5 STRUCTURALS, BY OTHERS A CERTIFI7-U AS i:U l T M 71MUIRED BEfCI.I F1iNIJiL iiYZi'E 10 w'r/ED uCi 2019 HEALTH DEPT. yamoi th lientt6 T014rN OF YA ri(iWC.a®TH REVIEWED FOR 9t!';.MNS AND ZONING CODE COMPLI- ANCE, ERRORS 0;; C r', ,IISSICNS DO NOT RELIEVE THE APPLICANT FROM THE RLSPONSIBILITY 'AS BUILT' COMPLIANCE. DATE:-�7'��l BUILDING OFFICIAL i FUE— COPS' i$ _ � 3 arch _ t5 fiA- architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 W W W.ERTARCH ITECTS.COM JUMES RESIDENCE 49 DOHERTY LAN E WEST YARMOUTH, MA THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP /ND SIGNATURE & MARKED AS "PERMIT BET' OR "CONSTRUCTION SET', C 2018 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. PROJECT # 140618 DATE ISSUED: 00.21.2019 REVISIONS: i i PERMIT SET 10.21.2019 PROGRESS SET PRICING SET PROGRESS SET STRUCT. ENG. SET REGISTRATION SCALE 1/4"=1'-0" 1 971111 W"-3 7TT" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. C�. n V 0 V TOTAL NUMBER OF F IN SET: THIS SHEE' UNLESS ACS A COMF WORKi . 0 0 r r 0 z z J 0 J ZONING DISTRICT: R-25 FRONT YARD 20.9'* SIDE YARD 15' REAR YARD 20' MAX. BUILD. COVERAGE 25% •(11.8' + 30'/2=20.9') PER 203.5 AVERAGE GRADE AT STREET LINE=4.5 PROP. DRIVE Porous Paver Blocks 4.31 Hydrant LANE47 54 EXIST. HOUSE N0, 47 5.b SEE DRAINAGE LETTER FROM STEPHEN A. HAAS, PE (CIVIL) LOT LINES TO BE STAKED PRIOR TO WALL CONSTRUCTION. 5.4 N /F , 5.7 CURRIER 2' HIGH PAVER BLOCK WALL 25' LONG IMPERVIOUS BARRIER � CONVENTIONAL LEACH & RESERVE 12 ARC36LP (3.8" INV.) WITH 22" STONE ON SIDES AND APPROX. 28" ON ENDS TO MAKE 6'6" X 64'-7"X3.8" DEEP LEACH BED=343.9 GPD N /F TSENG LAND TO SOUTH IS HIGHER. IF OWNER TO SOUTH ALLOWS FILL MAY BE PLACED ON HIS N /F LOT AND WALL/SWALE NOT BUILT HERE.(SHADED AREA). COHEN LOT COVERAGE HOUSE & GARAGE 1528±S.F. PORCH/DECKS ABOVE 192±S.F. TOTAL 1720±S. F. 1720 S.F./7963 S.F=21.6% COVER 3A, z.� 4 2.4 i 1 4 z.z 3 J 22 2 + cas r:3 IF NOTES DOWN SPOUTS ARE TO 0 Jumes3.dwg WALL CROSS 1. FB 33/52 SB 14/44 LOCUS IS A.M. 15, PARCEL 12. RAISE GRADES f 2. ELEVATIONS SHOWN ARE NAVD88 BASED UPON RM24/RM21 AND VERTCON. 4" 3. LOCUS IS IN FLOOD ZONES AE(EL. 11) & V ON FIRM DATED JULY 16, 2014. Sea Gull Rood 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT, (UNLESS NOTED) o 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 3 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. a 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".coo Radio 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW ° Lone Dune deposits D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. BY OTHERS 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. 9 NOT TO ontrolled Invert 7.55 COVERS: BUILD UP COVERS- 1 ON LEACHING �ccess SCALE 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, b � � N/F Use Gas Baffle CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING Proposed Top Conc=7.2 @ Fater Cloth 64" IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN Invert 7.31 Septic Tank LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. IF DWELLING HAS GUTTERS, DOWN SPOUTS ARE TO 0 TO DRY WELLS. WALL CROSS SECTION IF RAISE GRADES f TEST HOLE DATE: March 1, 2018 (full moon) 4" SCALE: 1"=2' PERFORMED BY: Ron Cadillac, Soil Evaltrotor EXISTING DRAINAGE CATCH BASIN AS SHOWN WITNESSED BY: Amy Von Hone, RS, CHO 11" PERC RATE: <2'-00"/inch (B layer) a 11.2 SOIL SURVEY(1993): Hooksan-Dune land complex, hilly FOUNDATION DESIGN Top Foundation GEOLOGIC MAP(1986): Dune deposits 28"� BY OTHERS 34" Invert 7.55 8.5 Proposed Invert 7.06 20 --ARC 36LP CHAMBERS b � � N/F Use Gas Baffle Invert 6.83 .. TOWN OF YARMOUTH S=1 �4"�ft 9" cover Proposed Top Conc=7.2 @ Fater Cloth 64" t, 1500 Gal. S-1/8"/ft 3" Max. Invert 7.31 Septic Tank I;"; 1�nl tion Port IF DWELLING HAS GUTTERS, DOWN SPOUTS ARE TO RUN TO DRY WELLS. WALL CROSS SECTION IF NO GUTTERS USE STONE TRENCHING FOR ROOF DRIP AREAS. SCALE: 1"=2' UTILITY POLE (IF SHOWN) PROPOSED TOP 2't HIGH WALLL=VARIES SEE SPOT ELEVATIONS ON PLAN TAPER NEAR ENDS UNILOCK CONCORD OR ROMAN WALL, PER MANUFACTURER SET EACH BLOCK BACK 3/4" TOWARDS RETAINED SOIL FOR AN UNBALANCED SOIL HEIGHT UP TO 4 FEET. GROUND VARIES FROM 4.3 TO 6.0 USE A MINIMUM OF ONE BLOCK COURSE BELOW GRADE COMPACTED GRANDULAR BASE 22" WIDE & 8" DEEP COPING M 8" X 6" 14" INTERLOCKING BLOCKS 2' HIGH PAVER BLOCK WALL LEGEND TH 1 TEST HOLE LOCATION, NUMBER ---. --W- ---- PROPOSED WATER LINE ? EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) EXISTING CONTOUR �---- PROPOSED CONTOUR UTILITY POLE (IF SHOWN) 01 EXISTING DRAINAGE CATCH BASIN x - FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) PROPOSED TOP 2't HIGH WALLL=VARIES SEE SPOT ELEVATIONS ON PLAN TAPER NEAR ENDS UNILOCK CONCORD OR ROMAN WALL, PER MANUFACTURER SET EACH BLOCK BACK 3/4" TOWARDS RETAINED SOIL FOR AN UNBALANCED SOIL HEIGHT UP TO 4 FEET. GROUND VARIES FROM 4.3 TO 6.0 USE A MINIMUM OF ONE BLOCK COURSE BELOW GRADE COMPACTED GRANDULAR BASE 22" WIDE & 8" DEEP COPING M 8" X 6" 14" INTERLOCKING BLOCKS 2' HIGH PAVER BLOCK WALL 50, D1 D2 < 6.0 eJ 3' WIDE SWALE SWALE L o, D4'6,7 OPTIONAL 8" HIGH RET. WALL - WOOD OR PAVERS TAPER ENDS 0 50, D1 D2 < 6.0 eJ 3' WIDE SWALE SWALE THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE 1 Proposed T 1 I I „ Invert 7.00 Invert 6.82 6.5 6 Stone or compact Proposed Proposed ; 5 Bottom Level 6' -� I N r --Monitor Well readin =1.5 (6/13/14) I I _ I 1.0' Adjustment 0 DESIGN DATA BEDROOMS: 3 GARBAGE GRINDER: No REQUIRED CAPACITY: 330 GPD PROPOSED SEPTIC TANK: 1500 GAL. EFFECTIVE LEACHING AREA: 473 SF 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 20 UNITS X 23.65 SF/UNIT=473 SF(EFFECTIVE) DESIGN CAPACITY: 350 GPD [(473 SF) X .74 GPD/SF] Observed Water=0.5 LEACH AREA USE 20 ARC 35LP CHAMBERS, AS SHOWN FOR A 50' X 5'-8" X 3.8" DEEP LEACH AREA. 120" 5' REMOVAL DO 5' ALL AROUND REMOVAL DOWN TO B LAYER AT ELEV. 4.7 2' DEEP BARRIER USE 25' OF BARRIER, AS SHOWN, AT END OF LEACHING REMOVAL. TOP OF BARRIER=7.2 BOTTOM BARRIER=6.0 SITE PLAN FOR 0/A layer 10yr 3/4 sandy loam E layer 10yr 6/3 loamy sand B layer 10yr 5/8 loamy sand C layer 2.5y 6/3 medium sand observed water 5.8 4.9 3.0 0.5 -4.2 TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 12 34' .- 120" B layer 10yr 5/8 loamy sand C layer 2.5y 6/3 medium sand observed water 2.9 Ill -4.3 JAMES & PATRICIA JUMES LOT 14A, 49 DOHERTY LANE, W. YARMOUTH, MA OCTOBER 12, 2018 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 2018 BY R.J. CADILLAC PAGE 1 OF 1 D4'6,7 THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. HEALTH AGENT APPROVAL DATE 1 Proposed T 1 I I „ Invert 7.00 Invert 6.82 6.5 6 Stone or compact Proposed Proposed ; 5 Bottom Level 6' -� I N r --Monitor Well readin =1.5 (6/13/14) I I _ I 1.0' Adjustment 0 DESIGN DATA BEDROOMS: 3 GARBAGE GRINDER: No REQUIRED CAPACITY: 330 GPD PROPOSED SEPTIC TANK: 1500 GAL. EFFECTIVE LEACHING AREA: 473 SF 4.73 SF/LF X 5'/UNIT=23.65 S.F/UNIT 20 UNITS X 23.65 SF/UNIT=473 SF(EFFECTIVE) DESIGN CAPACITY: 350 GPD [(473 SF) X .74 GPD/SF] Observed Water=0.5 LEACH AREA USE 20 ARC 35LP CHAMBERS, AS SHOWN FOR A 50' X 5'-8" X 3.8" DEEP LEACH AREA. 120" 5' REMOVAL DO 5' ALL AROUND REMOVAL DOWN TO B LAYER AT ELEV. 4.7 2' DEEP BARRIER USE 25' OF BARRIER, AS SHOWN, AT END OF LEACHING REMOVAL. TOP OF BARRIER=7.2 BOTTOM BARRIER=6.0 SITE PLAN FOR 0/A layer 10yr 3/4 sandy loam E layer 10yr 6/3 loamy sand B layer 10yr 5/8 loamy sand C layer 2.5y 6/3 medium sand observed water 5.8 4.9 3.0 0.5 -4.2 TEST HOLE 2 DEPTH (inches) ELEV.(feet) 0 12 34' .- 120" B layer 10yr 5/8 loamy sand C layer 2.5y 6/3 medium sand observed water 2.9 Ill -4.3 JAMES & PATRICIA JUMES LOT 14A, 49 DOHERTY LANE, W. YARMOUTH, MA OCTOBER 12, 2018 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN P.O. BOX 258 WEST YARMOUTH, MA 02673 (508) 775-9700 2018 BY R.J. CADILLAC PAGE 1 OF 1 SMARTVENT 877-441-8368 www.smartvent.com d d TION DO DETAIL DIAGRAM MODEL 1540-510 DUAL FUNCTION FLOOD AND VENTILATION VENT 16 1/4" R.O. k 1,[777FLOAT SL FIGURI / STRAPS INSTALLED 2 ON TOP TWO ONBE OTTOM� VENT DOOR I [F— VENT FRAME FIGURE 2 eerao m rAu. $ O STRAP DETAILPp m o p TEETH MUST BEND BACK R CLICK IN TIGHT TO INSURE SECURE INSTALLATION. SMARTVENT NOT TO SCALE USE TWO TOP AND BEHIND THE RODENT SCREEN, LOUVERS AUTOMATICALLY OPEN AND CLOSE WITH TEMPERATURE. NO ELECTRICITY IS NEEDED. DETAIL EDN_ DETAIL THRU 2 SCALE 1-1/2"- 1'-0" ITES LL SMARTVENT FLOOD PROOF FOUNDATION SEE STRUCTURAL DRAWINGS FOR DESIGN AND SUPPORT F.P. O asrvvl G.P. 609/10 ACD LLT NATION QP. FP. 0206'11 CHM T CLEARANCES 4'-10M s R. C. (MIN.), RM R.C. NOTE& DEPTH MINIMUM 4'-2DR 1O MINIMUM HOISTWAY DEPTH TO BE 6412" O O CARTO WALL(CTW) DIMENSION 183 -MIN. 0 0 H0181WAYDOORS AND FRAMES TOBEINSTALLED INAYx4" p p4 I I }tp q WALL ORRECESSED ' INTO ADEEPER WALL CONSTRUCTION TOEQUATE TOAAx4"WALL THIS IS REQUIRED TO COMPLY WITH B"x6"RULE. o I i iI i I a Y o O HOISTWAYDOORS TOBESOLIDCORE (BY OTHER8.) I Ri I i l c b CLEAR CAB DIMENSIONS BASED ON A 814" FLAT WALL I; 8 CABDESION. PICTURE FRAME AND FRAME/ PANEL CABS - O REDUCE CLEAR INSIDE WIDTH BY 1-12". z In 1 i o' ifr 1 I o ro 110 1491 , 7110 2'-6 1/2" 2'-6 1/2' (28" MIN.) STANDARD HOISMAY PLAN U=RY UFT MNFOIirMl10IC AIlB1N WN YOfM®6Y11®MVLENATOR6NFANYRQROOUCigNN LLTTRACIION PA MAIIAN11dEN11110{RYMRiBI PEiY860/1 FROM REExNINL ElVATOM. M E 61RIC1LYPR01lM. IIzvatfngyrur5ka.:da_.dofIf-t*w 1 04 6{ OW RH RAL. Frt=A MOPBNSHTJ, AIOCORDION QATF,15 811 FT. HOR HN A 15 ALL ELEVATOR DESIGN AND SPECIFICATIONS SHALL BE CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO ORDERING PLAN SECTION KEY NOT TO SCALE archis IV&f,1>nff 4-dvneze architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 W WW.ERTARCH ITECTS.COM JUMES RESIDENCE 49 DOHERTY LANE WEST YARMOUTH, MA THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. 2018 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. PROJECT # 140618 DATE ISSUED: 10.21.2019 REVISIONS: PERMIT SET 10.21.2019 PROGRESS SET PRICING SET PROGRESS SET STRUCT. ENG. SET REGISTRATION SCALE: 1/4"=1'-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A n TOTAL NUMBER OF F IN SET: THIS SHEF UNLESS ACS A COME WORK Pony wall eight, 12' Max. total wall height 10' Max. height OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Side Elevation Extent of header (two braced wall segments) Min. 1000 Ib Extent of header (one braced wall segment) —4 I tension strap,. ° ° ° ° ° ° -1 Strap shall be centered at bottom of header. Sheathing filler if needed 0 0 0 0 ° g o °°°°° N N ° Min. 3" x 11-1/4" net header Header shall be Top plate fastened to the continuity is king stud with required per 6-16D sinker nails R602.3.2 co c° 2 Minimum 1000 Ib header -to- ° ° U) jack -stud strap shall be centered at bottom of header and installed ° ° on backside as shown on 7 o_ < side elevation c° 0O co 2' to 18' (finished width) o Braced wall line with Min. number of continuous sheathing o � � studs shown ° No. of jack studs Full-length per table R502.5(1 &2) 1. V kin stud 16d sinker nails in 2 rows @ 3" O.C. Wood Structural panel must be continuous from top of wall to bottom of wall, or from top of wall to permitted splice area Full-length king studs 3/8" min. thickness wood structural panel sheathing \_ 2 Anchor bolts per R403.1.6 required Foundation per code Not to scale 0 Fasten sheathing to header with 8d common nails in 3 -in. grid pattern as shown and 3 in. o.c. in all framing (studs and sills) typ. For a panel splice (if needed), panel edges shall occur over and be nailed to common blocking and occur within the middle 24 in. of wall height. One row of 3 in. o.c. nailing is required at each panel edge. Min. length based on 6:1 height -to -width ratio. For example: 16 in. min. for 8 ft. height. TYPICAL NOTES: 1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE VERIFICATION OF THE CONDITION OF ANY EXISTING STRUCTURE, EQUIPMENT OR APPLIANCE AS PART OF BASIC SERVICES UNLESS IT IS PART OF ARCHITECT'S SCOPE STATED IN THE AGREEMENT AND VERIFICATION IS MADE ONLY BY VISUAL OBSERVATION. IF THE ARCHITECT'S DOCUMENTS REQUIRE CHANGES DUE TO CONDITIONS NOT VISUALLY OBSERVABLE AT THE TIME OF PREPARATION OF THESE DOCUMENTS, THE SERVICES WILL BE ADDITIONAL SERVICES. 2. STRUCTURAL ENGINEER OR ARCHITECT SHALL PERFORM FRAMING INSPECTION WHEN FRAMING IS COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR WALL PLASTER BOARD/FINISH. 3. DRAWINGS CONVEY DESIGN INTENT. CONTRACTOR SHALL SITE INSPECT/VERIFY ALL EXISTING VS. PROPOSED CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND MAKE ADJUSTMENTS AS NECESSARY, W/ ARCHITECT'S APPROVAL, TO ENSURE COMPLIANCE WITH DESIGN INTENT. 4, THE CONTRACTOR IS RESPONSIBLE FOR THE PERFORMANCE OF THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SHALL BE EXCLUSIVELY RESPONSIBLE FOR ITS CONSTRUCTION MEANS, METHODS, SEQUENCES, WARRANTIES, AND PROCEDURES, AND FOR CONSTRUCTION SAFETY. 0 1 m o I g o 0 N N I i7 15'-0' 7'-6- BEDROOM 6'-6 1/4" ;. 6-6 1 5068 13'-4" BEDROOM 48' OUTDOQR SHOWLR HOOKS 2688 n MUDROOM S—I 3/4" w LINEN II ( 1 I 4'-0 I UP EN TR Y10 EL. 12.2' BATH B•-, Ir Ir 32'-0" PROPOSED FIRST FLOOR FRAMING NOTES: 1. ALL FRAMING LUMBER SHALL BE HEM—FIR GRADE NO. 2 OR S.P.F. (SPRUCE—PINE—FIR) GRADE NO. 1 AND 2 OR APPROVED EQUAL (UNLESS OTHERWISE SPECIFIED) AND SHALL MEET THE REQUIREMENTS OF THE AMERICAN FOREST AND PAPER ASSOCIATION. THE MINIMUM ALLOWABLE BENDING STRESS (Fb) SHALL BE 1050 P.S.I. THE MINIMUM ALLOWABLE COMPRESSION STRESS (Fc) SHALL BE 400 P.S.I. THE MINIMUM ALLOWABLE MODULUS OF ELASTICITY (E) SHA -L BE 1,400,000 P.S.I. 2. ALL LVL'S TO BE BOISE CASCADE OR I—LEVEL WEYERHAUSER VERSA—LAM 3100FB OR APPROVED EQUAL. THE MINIMUM ALLOWABLE BENDING STRESS (FID) SHALL BE 3100 P.S.I. ALL LVL POSTS TO BE VERSALAM 1.7 2650 FB, 1.8E PARALLAM PSL OR APPROVED EQUAL.NISTALL LVL'S IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 3. USE 3/4" TONGUE AND GROOVE STRUCTURAL GRADE FIR PLYWOOD FLOOR SHEATHING, 5/8" EXTERIOR STRUCTURAL GRADE FIR (C.D.X.) PLYWOOD ROOF SHEATHING, AND 1/2" EXTERIOR STRUCTURAL GRADE FIR (C.D.X.) AT WALLS. ALL JOINTS SHALL BE BLOCKED WITH LUMBER OR OTHER APPROVED SUPPORTS. 4. PROVIDE SOLID BLOCKING BETWEEN FLOOR JOISTS AND/OR DOUBLE ALL JOISTS UNDER EACH PARTITION. 5. USE FULLY NAILED METAL CONNECTORS (TECO, SIMPSON, OR EQUAL), JOIST, OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAME INTO OTHER JOISTS OR BEAMS. PROVIDE METAL POST CAPS AND BASES FOR ALL POSTS. 6. FOR LVL BEAMS OR HEADERS PROVIDE SOLID 4X4 LVL MINIMUM POST SUPPORTS FOR DOUBLES AND SOLID 4X6 OR 6X6 LVL MINIMUM POSTS FOR TRIPLE BEAMS OR HEADERS, OR AS OTHERWISE SPECIFIED ON THE PLAN. 7. ALL PLYWOOD FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING WOOD FRAMING MEMBERS USING AMERICAN PLYWOOD ASSOCIATION (A.P.A.) GLUED FLOOR SYSTEM. WOOD GLUE TO BE CONTECH,INC. PL400 SUBFLOOR CONSTRUCTION ADHESIVE, OR APPROVED EQUAL. B. BUILT—UP BEAMS (3 PLY MAXIMUM) USING CONVENTIONAL FRAMING LUMBER SHALL BE FULLY SPIKED TOGETHER WITH 2-10D NAILS AT 12" O.C. LVL BEAMS (4 PLY MAXIMUM) TO BE THRU—BOLTED WITH 1/2 INCH DIAMETER THRU—BOLTS OR EQUIVALENT POWER SCREWS STAGGERED TOP AND BOTTOM AT 16 " O.C. OR AS OTHERWISE REQUIRED BY THE MANUFACTURER. 9. ALL MANUFACTURERED FLOOR I —JOISTS TO BE DESIGNED BY THE SUPPLIER/MANUFACTURER. SUBMIT SHOP DRAWINGS AND CALCULATIONS TO THE ENGINEER PRIOR TO FABRICATION. 31'-0" 3'-0' �J FUTURE ELEVATOR B.O. 21068 ON W-7 5'-6- 2'-6" —6 7,—O. THERMATRU INSULATED FIBERGLASS DOOR W/ 20 MIN. DOOR 3068 GARAGE EL. 8.2' PROVIDE 2 LAYERS 5/8" TYPE 'Y' FIRECODE GWB ON 1/2" GOLDBOND RESILIENT FURRING CHANNELS ® CEILING DOOR OPENERS SHALL BE MOUNTED ON RESILIENT MOUNTS. 2X6 WALL PITCH SLAB 1/8" PER FT TOWARDS DOORS PROVIDE 1 LAYER 5/8" TYPE "X" FIRECODE GWB 0 CONNECTIONS W/ LIVING SPACE 4068 20 MIN. DOOR r----------------- T I I I I I I I I I 9080 GARAGE DOOR i I I I I I I I I I SEE PORTAL FRAMING) DIAGRAM HIS PAGE 7'-0" 14'-0" N I ro I SECTION KEY NOT TO SCALE °e l:. arch _ is architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WWW.ERTARCHITECTS.COM JUMES RESIDENCE 49 DOHERTY LANE WEST YARMOUTH, MA THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED NTH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE do MARKED AS "PERMIT SEP' OR "CONSTRUCTION SET". OC 201B ERT ARCHITECTS. INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY. ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS. INC. PROJECT # 140618 DATE ISSUED: 10.21.2019 REVISIONS: PERMIT SET 10.21.2019 PROGRESS SET PRICING SET PROGRESS SET STRUCT. ENG. SET REGISTRATION SCALE: 1/4"=1'-0" F= 17777771 0 1 2 4 B UNLESS OTHERWISE NOTED. SHEET NO. A * I TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS 1 dLn" LOFT PLAN ROOF PLAN PROVIDE ICE AND WATER & COPPER ROOF NOT TO SCALE I PROPOSED SECOND FLOOR SECTION KEY NOT TO SCALE R arch _ -w is architects( interior designers builders 400 MAIN STREET CHATHAM MASSACHUSETTS, 02633 TEL(508)241- 1757 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WW W.ERTARCHITECTS.COM JUMES RESIDENCE 49 DOHERTY LANE WEST YARMOUTH, MA THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECTS STAMP AND SIGNATURE & MARKED AS "PERMIT SET" OR "CONSTRUCTION SEP'. 2018 .ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. PROJECT # 140618 DATE ISSUED: 11.1.2019 REVISIONS: PERMIT SET 11.1.2018 PROGRESS SET PRICING SET PROGRESS SET STRUCT. ENG. SET REGISTRATION SCALE: 1/4"=1'-0" 41,14.,,, 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.2 TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS L365 3365 i ' 3365 3365 3365 archi = is fink 1o(ee6(6,5,1y1ww architects interior designers builders 400 MAIN STREET CHATHAM MASSACHUSETTS, 02633 TEL(508)241- 1757 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 W W W. ERTARC H ITECTS. C O M UMES RESIDENCE 49 DOH ERTY LANE WEST YARMOUTH, MA THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. 2018 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. PROJECT # 140618 DATE ISSUED: 11.1.2019 REVISIONS: PERMIT SET 11.1.2018 PROGRESS SET PRICING SET PROGRESS SET STRUCT. ENG. SET REGISTRATION SCALE: 1/4"=V-0" w. F77777 73 . 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.3 TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS rAAXIMUM BUILDING HEIGHT — ® . 39.2 TYPICAL ROOF NOTES 16 �SECOND FLOOR — EL. 21.5 3 13 E � FIRST FLOOR_ FLOOR — EL 12.2 BOTTOM OF FLOOD VENT — . — EL. 9.2 GRADE ADJACENT TO HOUSE/GARAGE SLAB EL. 8.2 AVERAGE GRADE AT STREET — ®EL 4.2 WALL SECTION TYPICAL WALL NOTES ALL NEW WALLS SHALL BE SHEATHED W/ 4'X8' SHEETS OF 1/2" PLYWOOD ORIENTED VERTICALLY PER TABLES 10 & 11 OF THE WFCM yWALL SECTION XWALL SECTION MAXIMUM BUILDING HEIGHT oQ EL -39 2 LOFTAn EL 30.75 SECOND FLOORm EL. 21.5 FIRST FLOOR EL. 12.2® _BOTTOM OF FLOOD VENT EL. 9.2 _NT TO HOUSE/GARAGE SLAB EL. 8. AVERAGE GRADE AT STREET EL 4.2 arch is architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 W W W. ERTARC H ITECTS.COM JUMES RESIDENCE 49 DOHERTY LANE WEST YARMOUTH, MA THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED NTH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. c 2018 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT NTH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. PROJECT # DATE ISSUED: 10.21.2019 REVISIONS: PERMIT SET 10.21.2019 PROGRESS SET PRICING SET PROGRESS SET STRUCT. ENG. SET REGISTRATION SCALE: 1 /4"=1'-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET N0. A. 4.1 TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS MAXIMUM BL EL. 39.2 GABLE HAS ! HEIGHT AS S W/ 1X TRIM 6X6 PT POS HALF WALL REDICE SLOF 6" BELOW W HPDM AND COPPER WSECOND FLO_ EL. 21.5 ®FIRST FLOOF EL. 12.2 BOTTOM OF EL. 9.2 eGRADE ADJ) EL. 8.2 - WAVERAGE GI EL. 4.2 - TYPICAL WALL NOTES PROVIDE MEMBRANE BEHIND SPACER CARRY 18" UP WAII SPACER 3/4" DECKING e 2X10 PT LEDGER FAgTENED TO EXISTING BOX WV/ 2 ROWS OF TIMBERLOK FASTENERS OR 5/8" LAGS AT 16" O.C. HU210 HANGER, SS TYP ABUILDING SECTION 01 O ,1 11 2X10 PT 0 16" O.C. i, tp• 6 SILL DETAIL @ DECK SCALE 1-1/2" 1'-0" 0 2X6 SILL— FINISH FLOOR METAL FRAMING HANGER 1X STRAPPING 1/2" GWB -------------__ . ------ -------------------- -- !�-__ -_ =- --__ ------ --, MAXIMUM BUILDING HEIGHT EL. 39.2 H j z ! CD I I = w _ Lij I r -W LOFT U)IL z ; I PITCH JOISTS FOR DRAINAGE I ! LOFT �] E -- ----------- EL. 30. ( � Z Y GREAT DINING E SCREENED j 4.1 I ROOM AREA PORCH CO I PITCH JOISTS FOR DRAINAGE I L - --- - ' SECOND FLOOR -- - - + -- I I II I t EL. 21.5 40'-0" I I! AVERAGE GRADE AT STREETAFN I-- -------- - - - I - - - - - - - - - --- j -- -- -- ®® k ------ ---- -------- / �''-------- --------- ---- ---- ----- ----- -'� BBUILDING SECTION TYPICAL WALL NOTES MEMBRANE VERT. TERMINATION 18" UP WALL AZEK DECKING 2X SLEEPERS 0 16" O.C. 1/2" MIN. THICKNESS 0 HOUSE) —EPDM ADHERED MEMBRANE. TERMINATE 18" UP WALL. 3/4" CDX PLYWOOD 5 DETAIL © ROOF DECK/HOUSE SCALE 1-1/2" - 1'-0" AZEK DECKING EPDM ADHERED MEMBRANE (CARRY DOWN FACE) 2X SLEEPERS 0 16" O.C. 3/4" CDX PLYWOOD 1X STRAPPING 1/2" GWB RAILING SYSTEM I I I I I I I I COUNTER FLASHING I I I MEMBRANE BOOT 8" UP POST i1mmi 3t& ALUMINUM DRIP EDGE HOOK STRIP U FALUMINUM GUTTER X10 TRIM 4- DETAIL (9� ROOF DECK EDGE SCALE 1-1/2" = 1'-0" c archi - is architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WWW.ERTARCHITECTS.COM JUMES RESIDENCE 49 DOHERTY LANE WEST YARMOUTH, MA THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. c 2018 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS. AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM. OR CORPORATION FOR ANY PURPOSE. EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. PROJECT # 140618 DATE ISSUED: 10.21.2019 REVISIONS: PERMIT SET 10.21.2019 PROGRESS SET PRICING SET PROGRESS SET STRUCT. ENG. SET REGISTRATION SCALE: 1/4"=1'-0" p..;1 2 4 c _ 8 UNLESS OTHERWISE NOTED. SHEET NO. A.4 TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS PROVIDE 2 LAYERS 5/8" TYPE "X" FIRECODE GWB I ON 1/2" GOLDBOND RESILIENT II I j FURRING CHANNELS 0 CEILING I DOOR OPENERS SHALL BE MOUNTED I I I ON RESILIENT MOUNTS. j GARAGE EL. 8.2 —� I _— FIRST FLOOR ------ I —_ ------ — PROVIDE 1 LAYER 5/8' EL. 12.2 I TYPE "X" FIRECODE GWB I OF FL— EEL.9 0 CONNECTIONS W/ LIVING SPACE I — — —BOTTOM 2� �- —;- — — —— — — — — — -PITCH -SLAB 1-/8"—PER FT — — -- — — ---- ---- ---- I — — HOUSE/GARAGE SLAB ' TOWARDS DOORS GRAIJE ADJACENT TO — -- —I -- — 1 EL 8.2 _ 40'-0" I I! AVERAGE GRADE AT STREETAFN I-- -------- - - - I - - - - - - - - - --- j -- -- -- ®® k ------ ---- -------- / �''-------- --------- ---- ---- ----- ----- -'� BBUILDING SECTION TYPICAL WALL NOTES MEMBRANE VERT. TERMINATION 18" UP WALL AZEK DECKING 2X SLEEPERS 0 16" O.C. 1/2" MIN. THICKNESS 0 HOUSE) —EPDM ADHERED MEMBRANE. TERMINATE 18" UP WALL. 3/4" CDX PLYWOOD 5 DETAIL © ROOF DECK/HOUSE SCALE 1-1/2" - 1'-0" AZEK DECKING EPDM ADHERED MEMBRANE (CARRY DOWN FACE) 2X SLEEPERS 0 16" O.C. 3/4" CDX PLYWOOD 1X STRAPPING 1/2" GWB RAILING SYSTEM I I I I I I I I COUNTER FLASHING I I I MEMBRANE BOOT 8" UP POST i1mmi 3t& ALUMINUM DRIP EDGE HOOK STRIP U FALUMINUM GUTTER X10 TRIM 4- DETAIL (9� ROOF DECK EDGE SCALE 1-1/2" = 1'-0" c archi - is architects interior designers builders 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 (508) 760 - 2800 fax (508) 760 - 5800 WWW.ERTARCHITECTS.COM JUMES RESIDENCE 49 DOHERTY LANE WEST YARMOUTH, MA THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SET' OR "CONSTRUCTION SET'. c 2018 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS. AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM. OR CORPORATION FOR ANY PURPOSE. EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. PROJECT # 140618 DATE ISSUED: 10.21.2019 REVISIONS: PERMIT SET 10.21.2019 PROGRESS SET PRICING SET PROGRESS SET STRUCT. ENG. SET REGISTRATION SCALE: 1/4"=1'-0" p..;1 2 4 c _ 8 UNLESS OTHERWISE NOTED. SHEET NO. A.4 TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS NOTE. FOOTING SHALL BEAR ON COMPACTED GRANULAR DLL OR NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT, LOAN, VEGETATIVE OR ORGANIC MATERIAL, MOM" ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. COORD. DIM. W/ 20 #5 REBAR DOOR LOCATION 6" APRON, THICKEN TO 8" ® DOOR OPENING i �—GARAGE DOOR I 1 1/2"X1 1 /2'x1 4" GALV. ANGLE W/#4 N.T.S. 1 I ANCHORS ® S-0" 1 I F.O.F. O.C. MAX. 1 I 3' 1 START OF BEGIN UND WINDOW SIL R1'-10 1 2X10 LED FLARE DETAIL SCALE 1-1/2" - 1'-O" T BLOCK MPLATE =S 9 CROWN LCC5.25-3.5 32" 2" CONC. FILLED STL. COL. NO TO EXCEED 10 KIPS LOADING &/OR 8' IN HEIGHT. MAX. SPACING 7'-0" O.C. 4" CONCRETE SLAB CONCRETE FOOTING 6 MIL POLY VAPOR RETARDER —BASE PLATE TYPICAL WALL TJ RIM JOIST R-30 FIBERGLASS INSULATION DBL 2X6 P.T. SILL SILL SEALER 2®#5 CONTINUOUS BARS TOP & BOT. AND AROUND ALL OPENINGS 5/8" DIAM. 12" GALV. ANCHOR BOLT 0 32" O.C. DAMPROOFING TYPICAL SILL DETAIL 12 COLUMN CAP DETAIL 9 COLUMN FOOTING DETAIL SCALE I-1/2"=1'-0" SCALE 1-1/2" = i�-O" SCALE 1-1/2" = 1'-0" - Use every other nail hole in a row to provide the code—required minimum center—to—center spacing for nails CUT LENGTH END -LENGTHY CLEAR SPAN OST i6 THREADED ROD SET IN TO TUBE OR FOOTING 24" SONO TUBE OR FOOTING 10 TYPICAL EXT. POST BASE NOT TO SCALE AC4 g TYPICAL EXT. POST CAP NOT TO SCALE 2X6 RAIL CAP GUARDG FIGURE ATTACHMENT REQUIREMENTS FIRST INTERIOR BAY, GUARD POST I X4 PT POST VIE - AT E oo pFIBERppGLASS SLE PROVIDE 2X BLOCKING T CROSS BL CKEDD & TURNBU COKLES ® CORNER POSTS GURAD POSTS OE NAIL WITH IOD CON,fMM�N NAILS TOP & BOTTOM, EACH SIDE CABLES RUN THROUGH I INTERMEDIATE POSTS U -U MAX SPACING (2) 1/2" DIAM. THRU-BOLTS & WAS HERS OPWIVASEOFALI,OWo' OUTSIDE JOIST 4 0. DIAMETER SPHERE 0 END EZE Provide minimum e 0, LENGTH GUARD POST TO JOIST DETAIL TYPICAL GUARD RAIL DETAIL end distance PER FIGURE 25 PER FIGURE 24 D, 0 =S Equal number of o, specified nails 0 in each end ALL NEW DECK CONSTRUCTION SHALL COMPLY Simpson Strong—Tie 11 DESIGN THE AMERICAN WOOD COUNCIL'S N FOR CODE ACCEPTANCE' (DCA) SERIES CS Coiled Strap CHAPTER 6 RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE 13 TYP FLOOR TO FLOOR TIE ar/�,rh� is CifP tt1�Gl Sf�2f2CG architects interior designersr�f builders 400 MAIN STREET CHATHAM MASSACHUSETTS, 02633 TEL(508)241- 1757 299 WHITE'S PATH SOUTH YARMOUTH, MASSACHUSETTS, 02664 tel (508) 362 - 8883 1508) 760 - 2800 fax (508) 760 - 5800 WWW.ERTARCHITECTS.COM JUMES RESIDENCE 49 DOH ERTY LANE WEST YARMOUTH, MA THESE PLANS ARE NOT TO BE USED FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED WITH AN ORIGINAL ARCHITECT'S STAMP AND SIGNATURE & MARKED AS "PERMIT SEP' OR "CONSTRUCTION SET'. 2018 ERT ARCHITECTS, INC. THE DRAWINGS AND ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. PROJECT # 140618 DATE ISSUED: 11.1.2019 REVISIONS: PERMIT SET 11.1.2018 PROGRESS SET PRICING SET PROGRESS SET STRUCT. ENG. SET REGISTRATION SCALE: 1/4"=1'-0" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.5 TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS ASPHALT ROOF SHINGLES 1X4 TRIM, PTD.-- ASPHALT ROOF SHINGLES - 1X10 TRIM, PTD. 15# FELT PAPER �' �_ (PITCHES VARY) 1X4 1X6 TRIM, PTD. 5/8" CDX PLYWOOD XXX �� ASPHALT RIDGE CAP 12 2x10 RAFTERS h 1X10 ROLL VENT SIMPSON H2.5'��' / " BLOCKING RAFTER TIE®16"0 C. 2 RIDGE BOARD architects interior designers builders 1X6 2 TABLE (STRUCTURAL SIZES 2X O, MAY VARY 1X4 FASCIA 8®16"C. CEILfNG JOISTS 1X8 1X8 FASCIA, PTD. ASPHALT ROOF SHINGLES 1X8 FASCIA LJ '- - 299 WHITE'S PATH SEAMLESS ALUM. GUTTER 15# FELT PAPER SOUTH YARMOUTH, MASSACHUSETTS, 02664 5/8" CDX PLYWOOD 1X8 SOFFIT W/ VENT tel (508) 362 - 8883 TYP. WALL NOTES 1X8 SOFFIT, PTD. RAFTER VENT 1X10 FRIEZE BIRD. (508) 760 - 2800 - 1x4 1X STRAPPING ®16"O.C. fax (508) 760 - 5800 1/2" GWP. BOARD CEILING WWW.ERTARCHITECTS.COM % 1X10 2x10 RAFTERS WALL NOTES 1X5/1X6 CORNER BOARD PITCHES MAY VARY R-38 FBGLS INSULATION � PITCHES MAY VARY PITCHES MAY VARY TRIM MEMBER SIZES MAY VARY TRIM MEMBER SIZES MAY VARY JUMES RESIDENCE TYPICAL RAKE DETAIL TYPICAL EAVE RIDGE VENT DETAIL 1� SHED ROOF 2S SCALE 1-1/2" = 1'-0" �2 SCALE 1-1/2" = 1'-0" 19 SCALE, -,/r =,'-o" SCALE .,-1 /2• = r -o" 49 DOHERTY LANE WEST YARMOUTH, �1 MA , SIDING (SEE ELVS.) 1 "TYVEK" HOUSEWRAP All" THESE PLANS ARE NOT TO BE USED 1/2" CDX PLYWOOD FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED & SIGNED 2X6 ® 16" O.C. `�1. WITH AN ORIGINAL ARCHITECT'SSTAMP AND SIGNATURE & MARKED AS "PERMIT SEP' OR "CONSTRUCTION SET'. R-21 FBGLS INSUL. y 2 MIL. POLY VAPOR RETARDER � 2018 ERT ARCHITECTS, INC. THE DRAWINGS AND -1 ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND 1 /2" GYP. BOARD f PLANS INDICATED THEREON OR REPRESENTED THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN PERMISSION OF THE FIRM ERT ARCHITECTS, INC. PROJECT # 140618 DATE ISSUED: 10.21.2019 REVISIONS: 17 TYP. EXTERIOR WALL SCALE 1-1/2" = 1'-0" PERMIT SET 10.21.2019 PROGRESS SET PRICING SET PROGRESS SET STRUCT. ENG. SET REGISTRATION SCALE: 1/4"=1'-O" 0 1 2 4 8 UNLESS OTHERWISE NOTED. SHEET NO. A.6 TOTAL NUMBER OF SHEETS IN SET: THIS SHEET INVALID UNLESS ACCOMPANIED BY A COMPLETE SET OF WORKING DRAWINGS 46'-0" 15'-0" 31'-0" 2'-6" 17'-54,. 13'-621 ., 9'-24" 8'-8" 3'-4" 5'-4" 3,—O„ 2,-4„ I I t , (EL 4.2') I SV I SV 111!i HP ° Y 1; IYI ;. , r i? Mi .`e Elea=m,�.. 3L —i— — —, (' ,+ s-m(id!i c0 — p,I. 11 6y o TOW EL 7.78' & ' i I � AT DOOR OPNG I.; (iI o TOW EL 11.12' I I I g I SLAB H.P. I th (TYP, UNO) I ( I I EL 8.2' I i} COORD ACCESS I .ui yEHa4 `r OPNG HT AND 7 VERTICAL LOC w/ { Elilijlip �# , il'1" ARCH'L DWGS 3: --�.-' �.vrc- .,: µi§i h'E ,. i3. Ir Ac I . I jmT_c I{#I - - - - - - -I- - J F�� N i ,� Q� as o �� I I I -6 o F_t7 I IN ii ---------- ,11 F - — - - - -- I- I----- f - F-- I I w N I -S� ------ ��J L+J I_ I I LLUJ CD T2 6x2' -6"x1'-0" THICK 5'-2" BOTTOM OF FOOTING EL 6.2' SV (TYP) ( (NOTE 3) I w Z a-- - - — - —- I I I o o w 2" CONCRETE SLAB I- CONTROL I "'` oCn EL 8.2' I JOINT o —, 1Uj `� w �- I 4" CONCRETE SLAB �� I � I \ ._ ON COMPACTED STRUCTURAL _L FILL — REFER TO y. qE l o I ^ f I F GEOTECHNICAL REPORT I o .I L1 -J No I N z I S I w kiu 0 MN w I „ t 5'-51" ntv r I ------ S" -I- I -6,. LI Ih {}iii. _ I hI, , zm-; i 1t git.i t .. �" i N O }} , ql Idilifi �EdI m, ,.»:: .r.:; .. ?n9,'. _—_—_--__ SV Sv t I S� N SLAB L.P. EL 7 78' 10" CONC WALL o I TOW EL 6.95' (NP) �o I I AT DOOR &NG I 1'-10"Wx1'-0"DPto ' lip: J E( irr-t Ii Ii III _ v3ill it a fIi'f .§{ a t r.—y.�IiI na i�: ii"'�.. , iii iIi �si�. a ` Ili FOOTING ( ) `)r _: �', a:,;.:._ .,. u4: .8 IiliI1 ._{ _;_ ,,,-::._.._.. .. am .?. .,4i.. ?_..: 'i'Pi,,,i`_ ii tP1��.:-- (EL 4.2') (EL 4.2') TOW EL 10.78' I 32'-5j„ 4�" 9'-9" 9'-9" 2'-3" 9'-6° 2'-3" 28'-0" 4'-0" 14'-0" NOTES: 1. (EL 4.2'), ETC., INDICATES BOTTOM OF FOOTING ELEVATION. ELEVATIONS MUST BE COORDINATED WITH ARCH'L AND CIVIL/SITE DWGS BEFORE CONSTRUCTION BEGINS. 2. SV INDICATES LOCATION OF SMART VENT. COORDINATE DETAILS WITH ARCH'L DWGS. AAALt 3. COORDINATE ELEVATOR PIT DIMENSIONS WITH ARCH'L DWGS. = ✓P',C3 OF Mgss9 • oa 0 M NIC W, �yG� DeA. ELO m FOUNDATION PLAN STRUCTURAL h flo. 35062 ... DWD ENGINEERING Structural Engineer 5 Michael Road E Bridgewater MA 02333 voice: 508.378.9602 Fax: 508.378.2922 Stamp: W U W co Q c 0 Q V O N N to m 0 d z Drawn By: RGC Checked By: DWD Date: 18 Dec 2018 Scale: As Noted DWD Job No: 18-nnn Sheet Title: FOUNDATION PLAN Sheet: S.1 46'-0" 15'-0" 31'-0" 2'-6" 17'-54,. 13'-621 ., 9'-24" 8'-8" 3'-4" 5'-4" 3,—O„ 2,-4„ I I t , (EL 4.2') I SV I SV 111!i HP ° Y 1; IYI ;. , r i? Mi .`e Elea=m,�.. 3L —i— — —, (' ,+ s-m(id!i c0 — p,I. 11 6y o TOW EL 7.78' & ' i I � AT DOOR OPNG I.; (iI o TOW EL 11.12' I I I g I SLAB H.P. I th (TYP, UNO) I ( I I EL 8.2' I i} COORD ACCESS I .ui yEHa4 `r OPNG HT AND 7 VERTICAL LOC w/ { Elilijlip �# , il'1" ARCH'L DWGS 3: --�.-' �.vrc- .,: µi§i h'E ,. i3. Ir Ac I . I jmT_c I{#I - - - - - - -I- - J F�� N i ,� Q� as o �� I I I -6 o F_t7 I IN ii ---------- ,11 F - — - - - -- I- I----- f - F-- I I w N I -S� ------ ��J L+J I_ I I LLUJ CD T2 6x2' -6"x1'-0" THICK 5'-2" BOTTOM OF FOOTING EL 6.2' SV (TYP) ( (NOTE 3) I w Z a-- - - — - —- I I I o o w 2" CONCRETE SLAB I- CONTROL I "'` oCn EL 8.2' I JOINT o —, 1Uj `� w �- I 4" CONCRETE SLAB �� I � I \ ._ ON COMPACTED STRUCTURAL _L FILL — REFER TO y. qE l o I ^ f I F GEOTECHNICAL REPORT I o .I L1 -J No I N z I S I w kiu 0 MN w I „ t 5'-51" ntv r I ------ S" -I- I -6,. LI Ih {}iii. _ I hI, , zm-; i 1t git.i t .. �" i N O }} , ql Idilifi �EdI m, ,.»:: .r.:; .. ?n9,'. _—_—_--__ SV Sv t I S� N SLAB L.P. EL 7 78' 10" CONC WALL o I TOW EL 6.95' (NP) �o I I AT DOOR &NG I 1'-10"Wx1'-0"DPto ' lip: J E( irr-t Ii Ii III _ v3ill it a fIi'f .§{ a t r.—y.�IiI na i�: ii"'�.. , iii iIi �si�. a ` Ili FOOTING ( ) `)r _: �', a:,;.:._ .,. u4: .8 IiliI1 ._{ _;_ ,,,-::._.._.. .. am .?. .,4i.. ?_..: 'i'Pi,,,i`_ ii tP1��.:-- (EL 4.2') (EL 4.2') TOW EL 10.78' I 32'-5j„ 4�" 9'-9" 9'-9" 2'-3" 9'-6° 2'-3" 28'-0" 4'-0" 14'-0" NOTES: 1. (EL 4.2'), ETC., INDICATES BOTTOM OF FOOTING ELEVATION. ELEVATIONS MUST BE COORDINATED WITH ARCH'L AND CIVIL/SITE DWGS BEFORE CONSTRUCTION BEGINS. 2. SV INDICATES LOCATION OF SMART VENT. COORDINATE DETAILS WITH ARCH'L DWGS. AAALt 3. COORDINATE ELEVATOR PIT DIMENSIONS WITH ARCH'L DWGS. = ✓P',C3 OF Mgss9 • oa 0 M NIC W, �yG� DeA. ELO m FOUNDATION PLAN STRUCTURAL h flo. 35062 ... DWD ENGINEERING Structural Engineer 5 Michael Road E Bridgewater MA 02333 voice: 508.378.9602 Fax: 508.378.2922 Stamp: W U W co C c P/T 6x6 POST UP (TYP OF 6) SHEAR WALL "A" SHEAR WALL "A" NOTES: 1. INDICATES SHEAR WALL LOCATION. FIRST FLOOR FRAMING PLAN ALL EXTERIOR STUD WALLS ARE 2x6®16 J J J z 2 V) Shear Well "A" Construction (see plan for dimensions) Foundation to the underside of roof plywood —2x6 studs spaced at 16"on center with 2-2x6 studs at each end. —1/2"exterior grade plywood (minimum) nailed w/8d common nails spaced at 3"on center around the perimeter of the shear wall dimensions and all interior joints. Note: Plywood to span vertically between floors or provide solid blocking at all horizontal plywood joints nailed at 3" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. Note: Provide 2 rows of nails at the foundation and second floor joints. —2x6 studs spaced at 16"on center with 2-2x6 studs at each end. —Connect the 2-2x6 studs at either end of the shear wall to the foundation with a Simpson HDU5—SDS2.5 holdown. The holdown shall be located on top of the first floor shoe, connected to the 2-2x6 studs with (14) Simpson SDS Y4"x 2-1/2°screws, and connected to the concrete with a 5/8" diometer anchor bolt epoxied into the concrete a minimum of 8". Provide solid blocking between the underside of the first floor and the top of the foundation wall at both hold down locations. Shear Well "B" Construction (see plan for dimensions) Second floor to the underside of the roof plywood —2x6 studs spaced at 16"on center with 2-2x6 studs at each end. —1/2"exterior grade plywood (minimum) (BOTH FACES) nailed w/8d common nails spaced at Yen center around the perimeter of the shear well dimensions and all interior joints. Note: Plywood to span vertically between floors or provide solid blocking at all horizontal plywood joints nailed at Yon center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. Note: Provide 2 rows of nails at the second floor joint. Foundation to the second floor —2x6 studs spaced at 16" on center with 6x6 Doug Fir post at each end. —1/2"exterior grade plywood (minimum) nailed w/8d common nails spaced at 3"on center around the perimeter of the shear wall dimensions and all interior joints. Note: Plywood to span vertically between floors or provide solid blocking at all horizontal plywood joints nailed at 3" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. Note: Provide 2 rows of nails at the foundation joint. —2x6 studs spaced at 16"on center with 2-2x6 studs at each end. —Connect the 6x6 Doug Fir post at either end of the shear wall to the foundation with a Simpson HDU8—SDS2.5 holdown. The holdown shall be located on top of the first floor shoe, connected to the 6x6 Doug Fir post with (20) Simpson SDS Y4" x 2-1 /2" screws, and connected to the concrete with a 7/8" diameter anchor bolt epoxied into the concrete a minimum of 12". Provide solid blocking between the underside of the first floor and the top of the foundation wall at both hold down locations. Shear Wall "C" Construction (see plan for dimensions) Foundation to the underside of roof plywood —2x6 studs spaced at 16" on center with 2-2x6 studs at each end. —1/2"exterior grade plywood (minimum) nailed w/8d common nails spaced at Yon center around the perimeter of the shear wall dimensions and all interior joints. Note: Plywood to span vertically between floors or provide solid blocking at all horizontal plywood joints nailed at Yon center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. Note: Provide 2 rows of nails at the foundation and second floor joints. —2x6 studs spaced at 16"on center with 2-2x6 studs at each end. —Connect the 2-2x6 studs at either end of the shear wall to the foundation with a Simpson HDU5—SDS2.5 holdown. The holdown shall be located on top of the first floor shoe, connected to the 2-2x6 studs with (14) Simpson SDS Y4"x 2-1/2"screws, and connected to the concrete with a 5/8"diameter anchor bolt epoxied into the concrete a minimum of 8". Provide solid blocking between the underside of the first floor and the top of the foundation wall at both hold down locations. Shear Wall "D" Construction (see plan for dimensions) Second floor to the underside of the roof plywood —2x6 studs spaced at 16"on center with 2-2x6 studs at each end. —1/2"exterior grade plywood (minimum) (BOTH FACES) nailed w/8d common nails spaced at 3" on center around the perimeter of the shear wall dimensions and all interior joints. Note: Plywood to span vertically between floors or provide solid blocking at all horizontal plywood joints nailed at 3" on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. Note: Provide 2 rows of nails at the second floor joint. Foundation to the second floor —2x6 studs spaced at 1 6" on center with 2-2x6 studs at each end. —1/2"exterior grade plywood (minimum) (BOTH FACES) nailed w/8d common nails spaced at 3" on center around the perimeter of the shear wall dimensions and all interior joints. Note: Plywood to span vertically between floors or provide solid blocking at all horizontal plywood joints nailed at 3"on center (staggered). Provide 8d common nails spaced at 12" on center elsewhere. Note: Provide 2 rows of nails at the foundation joint. —2x6 studs spaced at 16"on center with 2-2x6 studs at each end. —Connect the 2-2x6 studs at either end of the shear wall to the foundation with a Simpson HDU5—SDS2.5 holdown. The holdown shall be located on top of the first floor shoe, connected to the 2-2x6 studs with (14) Simpson SDS Y4"x 2-1/2"screws, and connected to the concrete with a 7/8" diameter anchor bolt epoxied into the concrete a minimum of 8". Provide solid blocking between the underside of the first floor and the top of the foundation wall at both hold down locations. Shear Wall "E" Construction (see plan for dimensions) Foundation to top of wall —2x6 studs spaced at 16"on center with 2-2x6 studs down to the foundation shoe at each end and on either side of all garage door openings. —1/2"exterior grade plywood (minimum) nailed w/8d common nails spaced at 3"on center around the perimeter of the shear wall dimensions, all double studs at the either end and on either side of the garage door opening, and all interior joints. Provide solid blocking at all horizontal plywood joints nailed at 3"on center (staggered). —The garage door header shall span continuously the entire length of the garage wall and be located directly under the floor framing. —Provide one additional 5/8" diameter anchor bolt at each full height sheathed walls with washer plates Y4" x 3" x 3" (8" minimum embedment). —Connect the 2-2x6 studs at either end of the shear wall to the foundation with a Simpson HDU5—SDS2.5 holdown. The holdown shall be located at the foundation sill, connected to the 2-2x6 studs with (14) Simpson SDS Y4"x 2-1/2"screws, and connected to the concrete with a 5/8" diameter anchor bolt epoxied into the concrete a minimum of 8". P�'(H 71 OF 444 DOMENIC W. g DeANGELO STRUCTURAL Na DWD ENGINEERING Structural Engineer 5 Michael Road E Bridgewater MA 02333 voice: 508.378.9602 Fax: 508.378.2922 Stamp: W U Z Q W C:� J� (/ O W a� O Q U/ W W c 0 Q U d m m m m 0 o z Drawn By: RGC Checked By: DWD Date: 18 Dec 2018 Scale: As Noted DWD Job No: 18-nnn Sheet Title: FIRST FLOOR FRAMING PLAN Sheet: S.2 SHEAR WALL "A" L J J 3 0 3 2x8 HEADER (2) 2x8 UNDER EA 6x6 POST UP 2x8®16" PORCH CEILING/ DECK FLOOR JOISTS (MATCH INTERIOR FLOOR JOIST EL: VERIFY w/ ARCH'L DWGS) P/T 6x6 POST DN w/ SIMPSON BC46 CAPS (TYP OF 6) 6x6 POST UP EA CORNER EA OF TWO FRONT DECKS HALF HEIGHT WALL THREE SIDES AT EA OF TWO FRONT DECKS SHEAR WALL "A" NOTES: 1. INDICATES SHEAR WALL LOCATION. FOR SHEAR WALL NOTES SEE DWG 5.2. SECOND FLOOR FRAMING PLAN 6x6 POSTS UP (TYP) (3) 2x10 (3) 2x10 P�ZN OF MSS DOMENNIC DeANGELO STRUCTURAL No.35062 DW). DWD ENGINEERING Structural Engineer 5 Michael Road E Bridgewater MA 02333 voice: 508.378.9602 Fax: 508.378.2922 Stamp: W U Z W Q J� U) O LU O r O U) r v / C5 W d- .Q c 0 c U N ❑ m w m d z Drawn By: RGC . Checked By: DWD Date: 18 Dec 2018 Scale: As Noted DWD Job No: 18-nnn Sheet Title: SECOND FLOOR FRAMING PLAN Sheet: S.3 PROVIDE 2x SOLID BLOCKING BTWN RAFTERS MAXIMUM 2" GAP BTWN THE UNDERSIDE OF PLYWD AND TOP OF BLOCKING 2x10®16" RAFTERS w/ MATCHING 2x8 CLG JOISTS PROVIDE 1 "x20GA STRAP AT EA RAFTER w/(5� 8d COMMON OR 10d BOX NAILS EA SIDE OF RIDGE ALTERNATE: PROVIDE 2x COLLAR TIES LOCATED WITHIN THE TOP THIRD OF THE HEIGHT BTWN THE TOP PLATE AND RIDGE. CONNECT EA END w/ (5) 10d COMMON OR 12d BOX NAILS 2x10®16" RAFTERS w/ MATCHING 2x8 CLG JOISTS (2) 14x94 LVL (3) 14x94 LVL (2) 2x8 AT THREE SIDES (TYP AT EA FRONT DORMER) PROVIDE 2x10 RAFTER ENDS W/ 202 LEDGERS AT SHED DORMER FRONT WALLS - COORD ROOF PITCHES w/ ARCH'L DWGS 200016 DORMER RAFTERS w/ MATCHING 2x8 CEILING JOISTS AT BUMP OUT ONLY IF I (2) 2x6 POST ON 2x8 LEDGER (2) 2x6 POST DN (3) 14x14 LVL (3) 14x74 LVL NOTE: PROVIDE PLYWD i I I UNDER ALL OVERFRAMED AREAS TO MAINTAIN I CONTINUITY OF ROOF DIAPHRAGM o 9 a* l ;> N N\ X _L2)2X8 (CLG BM) I Nyy� (2) 2x8 (CLG BM) j 2x12 RIDGE \/ I , , nla nl n I I"' I W ' — Z-09 —(2) 14x94 LVL I I I N N 7F A . --4 — - — — — — N ----------- --- — I --------- ---- ------ — -- — 2X1O@16" _ DORMER RAFTERS FOR PORCH CEILING/ w/ MATCHING 2x8 CEILING DECK FLOOR JOIST JOISTS AT DECK CEILING ONLY FRAMING SEE DWG S.3 (TYP AT EA FRONT DORMER) ROOF/LOFT FRAMING PLAN 4=1-0 _o X N 2x8 2x8 LEDGER — — -4x6 DF POST DN (2) 2x6 POST DN EA END co (3) 14x94 LVL 2x10 (2) 2x8 (2) 2x8 COORD HEADER HT w/ ARCH'L DWGS 2x8 LEDGER 2x6©16" HIGH ROOF FRAMING PLAN �SNi D_�Sd Ob1ENIC W. DeANGElO STRUCTURAL No, 35062 DWD ENGINEERING Structural Engineer 5 Michael Road E Bridgewater MA 02333 voice: 508.378.9602 Fax: 508.378.2922 Stamp: W U W J� L 0 W a� � O W C O 9- Q d 0 m N N 0 d C) of 0 0 2.,o ie O o X1 N (2) i i i i iCU i i N N HIGH ROOF FRAMING PLAN �SNi D_�Sd Ob1ENIC W. DeANGElO STRUCTURAL No, 35062 DWD ENGINEERING Structural Engineer 5 Michael Road E Bridgewater MA 02333 voice: 508.378.9602 Fax: 508.378.2922 Stamp: W U W J� L 0 W a� � O W C O 9- Q d 0 m N N 0 d C) of 0 0 2.,o oN N N HIGH ROOF FRAMING PLAN �SNi D_�Sd Ob1ENIC W. DeANGElO STRUCTURAL No, 35062 DWD ENGINEERING Structural Engineer 5 Michael Road E Bridgewater MA 02333 voice: 508.378.9602 Fax: 508.378.2922 Stamp: W U W J� L 0 W a� � O W C O 9- Q d 0 m N N 0 d C) of 0 0 d z Drawn By: RGC Checked By: DWD Date: 18 Dec 2018 Scale: As Noted DWD Job No: 18-nnn Sheet Title: ROOF/LOFT AND HIGH ROOF FRAMING PLAN Sheet: S.4 General Notes: 1. The structural drawings shall be used in conjunction with the architectural, civil, mechanical, plumbing, and electrical drawings and the specifications. The contractor shall verify the requirements of other trades as to items to be placed or set in the structural work. 2. The structure has been designed in accordance with the provisions of the International Residential Code (IRC 2015) with Massachusetts State Building Code Amendments (9th Edition). The contractor shall provide temporary shoring and bracing required to erect and hold new structures in proper alignment until permanent supports and lateral bracing are in place. 3. Where construction occurs within or adjacent to existing construction, the contractor shall field measure the existing building dimensions and components and coordinate construction details with the actual dimensions. Design Loads: 1. The structure was designed for the following loads Roof Snow Loads Ground Snow Load (Pg)=30 psf Attic 20 psf (where h>/= 30") Sleeping Areas 30 psf All Other Areas 40 psf Wind Loads Ultimate Wind Speed (V) 140 mph (3 second gust) Exposure C Soil Conditions and Structural Fill: 1. All footings shall be carried to the depths shown and deeper, if required, and shall rest on undisturbed soil having a safe bearing pressure of 2000 psf. 2. No footing shall be placed on frozen soil or in standing water. 3. Structural fill shall be well graded bank run, screened or crushed gravel, and shall be placed in 8" maximum lifts and compacted to 95% of maximum dry density as determined by ASTM D1557. 4. Provide a minimum of 6" (or greater if required by the geotechnical engineer) well compacted, clean, coarse sand and gravel under all slabs on grade after the top soil has been removed. Concrete: All concrete shall attain a minimum compressive strength of 4,000 psi at 28 days. All reinforcing steel shall be deformed bars conforming to ASTM A615 Grade 60. The following minimum cover shall be provided for reinforcement: Concrete against the earth 3" Formed concrete exposed to earth or weather #5 or smaller 1 1/2" #6 or larger 2" Concrete not exposed to earth or weather slabs or walls 3/4" beams and columns 1 1/2" All concrete work and detailing shall comply with the latest specifications and recommendations of the ACI. All continuous reinforcing bars shall be lapped 36 bar diameters at splices and at corners unless otherwise noted. Terminate continuous bars at non—continuous ends with standard hooks. Wood Framing: 1. Lumber shall be Spruce—Pine—Fir #1/#2 or better with the following minimum properties: Allowable Bending Stress Fb=875 psi Allowable Shear Stress Fv=70 psi Compressive Stress Fc=1150 psi Modulus of Elasticity E=1,400,000 psi 2. Pressure treated lumber shall be used where indicated on plans, in all exterior applications, and in applications where the lumber is in contact with ground. Pressure treated lumber shall be Southern Yellow Pine #1 and shall be treated with Alkaline Copper Quot (ACQ) or Copper Azole (CBA) preservative. 3. Framing connectors and fasteners for use with pressure treated lumber shall be stainless steel. Alternatively, batch/post hot—dipped galvanized fasteners (ASTM A153) and framing connectors (ASTM A123) may be used. 4. Plywood wall sheathing shall be 15/32" or 1/2" thick APA rated sheathing, Structural I, C—D exterior glued, 24/0 span rating. Face grain shall be placed perpendicular to supports and joints shall be staggered. 5. Plywood shear wall sheathing shall be 15/32" or 1/2" thick APA rated sheathing, C—D exposure 1, 24/0 span rating. Strength axis shall be perpendicular to supports. 6. Install horizontal blocking in exterior stud walls. Blocking shall align with horizontal joints in exterior plywood sheathing. 7. Fasten sheathing to studs and horizontal blocking with 8d nails spaced at 6" on center aground the perimeter of individual sheets and at 12" on center elsewhere. 8. Plywood roof sheathing shall be 19/32" or 5/8" thick APA rated wheathing, C—D exposure 1, 32/16 span rating. Long dimension shall be perpendicular to supports and joints sholl be staggered. 9. Fasten roof sheathing to supporting members with 8d nails spaced at 4" on center around the perimeter of individual whets and at 12" on center elsewhere. 10. Plywood subfloor shall be 23/32" or 3/4" thick APA rated Sturd—I—Floor, C (plugged)—D exposure 1, 16" on center rating. Provide tongue and groove joints or provide blocking at all unsupported edges. 11. Plywood subfloor shall be glued to the supporting members with a minimum of 1" diameter continuous bead of construction adhesive conforming to the requirements of ASTM D3498 (AFG-0a)/ Use two beads where panel edges abut. 12. Fasten plywood subloor to each supporting joist with 10d (3" long) deformed shank nous spaced at 6" on center along the panel edges and at 12" on center elsewhere. 13. Provide solid blocking at all floor levels between upper and lower posts or between upper posts and foundation walls. 14. Provide solid blocking (16" on center) or double all joists under each partition where the joists span parallel to the walls. 15. Use fully nailed metal connectors (TECO, Simpson, or equal) joist or beam hangers when framing into other joists or beams. 16. Header Sizes (unless noted on plans): Up to 4'-0" (3) 2x8s for a 2x6 wall and (2) 2x8s for a 2x4 wall Up to C-6" (3) 2x10s for a 2x6 wall and (2) 2x10s for a 2x4 wall 17. All Parallams or Microllams shall be installed in accordance with the manufacturer's specifications and recommendations. The minimum allowable bending stress (Fb) shall be 2600 psi, the minimum allowable compressive stress (Fc) shall be 2510 psi, and the modulus of elasticity (E) shall be 1,900,000 psi. 18. Built—up members using conventional lumber shall be fully spiked together with 2-10d nails (top and bottom) at 8" on center or with (2) 1/4"x 3-1/2" long lag bolts (top and bottom) at 16" on center. ,48 BAR 0 s a m a 3#5 VERTICAL DOWELED INTO FTG AT CORNERS SAME SIZE AND SPACING HORIZONTAL REINF —tit VERTI11, DOWELED INTO FFG AT INTERSECTIONS AT WALL END & OPENINGS TYPICAL WALL REINFORCING DETAILS SCALE: NTS SAW CUT WITHIN 24 HOURS OF POUR SLAB CONTROL JOINT DETAIL SCALE: NTS SILL w/ 6" O.C. OF ALL 9 OPNG .S w/ TYPICAL FOUNDATION SECTION SCALE: a"=1'-0" ya�P�ZN OF A7gS o� DOCIENIC W. g DeANGELO � STRUCTURAL Na. 35062 DWD ENGINEERING Structural Engineer 5 Michael Road E Bridgewater MA 02333 voice: 508.378.9602 Fax: 508. 37 Stamp: UJ U Z LU d< 0 J _C: U) O W a� ci Q 0 U) CnW W D Drawn By: RGC Checked By: DWD Date: 18 Dec 2018 Scale: As Noted DWD Job No: 18-nnn Sheet Title: GENERAL NOTES AND TYPICAL DETAILS Sheet: S.5