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DETAILS) - WALL A50VE = TOILET LOGATION (SFAGE JOISTS AS NEEDED FOR FLUM5IN6 GLEARANGE) - ALL FO5TS EN�4>� 0 SEAMS TO BE (5) 2X4'5 OF () 2X6'5 UNLE55 NOTED ((3) 2X6'1-5/- AT ALL EXTERIOR 1NALL5) ALL WINDOW HE-ADEFS TO BE (3) 2X6'5 W/ I/2" FLYWOOD UNLESS NOTED SEE STRUG I URAL OENEFAL NOTES AND T 1'FIGAL rjE T AI LS FOR OTHER RE0UIREMENTs. ISSUED FOR CONSTRUCTION �- E � v o � CV cc .C> v 0 LC> � W v i$? Lo M L .� fl.n C3 C cc Cd u'.) +J Qi M Q� N L O co E O 4-� ca O CO V tg -Jq a . ■e C Iwo .yam. T � f M W Z O Z Q N Ld 10.. m O J p o U = W M W y: � U Q �� U =M O O 0:Ir1 LLJ Q O Q U � O ce W 4-+ Cu o 0 C13 N c p a) Cu co Cu oz$Cu 0 O 0 m E o o cc Cl) U. Q 0 �.. U) job no.: 1732 date 2-f OCTOBER 2018 Scale A5 NOTED drawn rev. IG DECEMBER 2018 rev. sht I of 12 C. H55 ROUND � RECTANGULAR TU5E5 ELEVATIONS AT THE SITE. ALL DISGREPANGIES SHALL BE BROUGHT TO A5TM A 5001 GRADE 5 F 4 KSI. A. 2X STUDS CONST UGT►ON GRADE: 1 - FIRST FLOOR 40 PSF LL TO THE ATTENTION OF THE ENGINEER FE3= aOO, FV= 65, FO - 750 10 PSF DL 5 . ALL GALVANIZING SHALL CONFORM i D GENERAL 5. WALLS ACTING A� RETAINING WALLS t). CoNG�LTL 5RICK SHALL CONFORM 10. ALL PLYWOOD SHALL. 5E APA ' I, 12" #6 SHALL NOT 5E BACKFILLED WITHOUT ALL GONGRETE RE I NFORG I NG, ALL 4. BOLTED GONNEGTI ONS SHALL 5E WITH G. POST NO. I GRADE F5 500, TO ASTM G55. PERFORMANCE RATED PANELS CONFORMING TO DUR-OaWALL TRUSS MANUFACTERED 1. 5 i RUCTURAL DRAWIN65 ARE 5R.ACIN67 UNTIL ALL SUPPORTING SOIL AT 6. GROUT SHALL CONFORM TO THE TO THE FOLLOWING MI NUMUM REQUIREMENTS: GALCULATI ONS � SHOP DRAWI NGS W I TH THE SPECIFICATION FOR= ROOF TO BE USED WITH THE ENTIRE � SLASS ARE IN PLACE � ADEQUATE STRENGTH. - REOUIREMENTS OF ASTM G 146 _ _ A. FLOOR STURD I FLOOR T� G, EXP05JRE 1, . WCLD I NG SHALL BE IN AGCORDANCE SET OF DRAWINGS. MANUFAGTU RED 5Y S I MP50N co M HA SLL HAVE A GOMPRES5IVE 5/4 ,SPAN RATING 16 . - EXT. WALLS/STOR. _ 2. ALL CONCRETE SHALL HAVE A 28 -DAY OTHER WOOD MEMBERS SHALL . ANCHOR 50LT5 SHALL 5E ASTM A 50�. BE IN ACGORDANGE WITH THE STRENGTH OF 5000 P51. 50 FLF DL WHIGH 15 TO BE VERIFIED IN THE FIELD GAGE MINIMUM. PROVIDE MINIMUM GONGRETE DETAILS SHOWN � MINIMUM 6. WELDS SHALL BE MADE 5Y OPERATORS REQUIREMENTS OF THE -DECKS/PORCHES 4. COMPACT ALL FILL UNDER FOOTINGS �1. BEFORE CONSTRUCTION. -AR MA55AGHU5ETT5 STATE BUIL I N� �. WALL SHEATH I NG -EXPOSURE i /2" pq 2. ALL 5AFETY REGULATIONS 5LA55 TO THE 5PEC 1 F I ED DENSITY JOINT DE5GR PTION VERTI GAL � BOND SEAM SPAN RATING 16 I Cn WITH MAXIMUM l I NCH AGGREGATE �,- 2 ARE TO BE STRICTLY FOLLOWED.- VERIFY. WALL INTERSECTIONS. REINFORCEMENT SHALL GONFORM ' - 'ROOF FRAMING TO LOWER ELEVATION THAN SHOWN METHODS OF CONSTRUCTION_ _� MAXIMUM 6% AIR ENTRAINMENT FOR TO THE REQUIREMENTS OF ASTM A615. G. ROOF SHEATH ING-EXPOSiURE 1, 5/a 4. CONCRETE MASONRY UNITS SHALL ERECTION OF STRUCTURAL MATERIALS 15 THE CONTRACTOR'S RESPON5151 L I TY. STRIJG T URAL STEEL 5. MORTAR SHALL GONFORM TO THE SPAN RATING 16". CONFORM TO A57M G �O. THE MANUFACTURER'S I NSTRU_G ► I ONS -1-+ no • 'A O (n♦� V -fesCu � RIM BOARD TO RAFTER (END-NAIL>LD) - REQUIREMENTS OF ASTM G 270 PER JOIST MOISTURE. ON THE DRAWINGS OR FOR LOADS 5. THE GONTRAGTOR 15 RESPONSIBLE 1. DE516N, FA5RIGATION � EREGTION Cu AND SHALL 5E TYPE M OR 5. DE516N GRI T ERIA 3 -IGD FOR DI55EMINATION OF ALL SHALL 5E IN AGGORDANGE WITH THE q QUALITY ASSURANCE TESTING FASTENERS. REV 1510N5 REQU I REMENT5 TO AI SC 5PEC I F I CATION FOR 5 i a RUGTURAL STEL FOR SJILDINGS, . I NSPEGTI ON SHALL 5E PERFORMED 1. APDL I CASLE 5UI LD I NG CODE TA -51 E�' OF Alar -,FOR THE 5PAN THE SUBCONTRACTORS. I LATEST EDITION. PLATES AT INTERSECTIONS (FACE -NAILED) --� IN ACGORDANCE WITH THE MA55AGHU5ETT5 0TH', EDITION DEFORMED BARS OF NEW BILLET STEEL 5177-C, T ION STRENGTH SPEC i F I ED. 4. ALL GONPNEGTORS 5E REOU I REMENT5 OF AGI 550.1 /ASCE 6/5a. GONFORMING TO ASTM A 615 GRADE SCO. 4. REASONABLE DARE HAS SEEN _SHAT _L HOT DIP GALVANIZED. HEADER TO HEADER (PAGE -NAILED) 2. DE51C7N WIND SPEED:' 110 MPSI . ELLE �/ATION5 TAKEN IN .THE PREPARATION OF r�.�- A CONFORM �. �.� R��TURAL SHAPES SHALL ' - _ = #/=O.I� EXPOSURE- C I - I.O G - ALL DRAW I NG5 AND SPEG I E I CATI ON5. TO THE FOLLOWING . FRAMING LUMBER NN T R GO_ EG O. S , HOWEVER THE ENGINEER DOE5 NOT SHALL BE AS FOLLOWS: BEFORE LOAD I NO THE 10 I NT. - BLOCKING TO JOIST (TOE -NAILED) GUARANTEE A6AIN5T HUMAN ERROR A. WIDE FLANGE MEMBERS ASTM 1. ALL FRAMING LUMBER SHALL 5E ----- BLOCKING TO 511-1- OR 7-0P F -ATE (TOE -NAILED) $ FOR THAT REA50N IT 15 IMPERATIVE A1�q2 GRADE 50. AGAINST EARTH. KILN DRIED 1�% MAXIMUM M015 T URE 6. /� _ SPLIT WOOD 15 NO ACCEFTA5! E LEDGER STR P TO BEAM OR GIRDER (PAGE -NAILED) THAT THE CONTRAGTOR SHALL GHEGK ---------- GONTENT. LUMBER SHALL MEET FOR ANY CONNEC I ION. ;; J0 ST ON LEDGER TO 5EAM (TOE -NAILED) ALL DIMENSIONS � DETAILS 4 MUST 5. CHANNELS I$ AN6LE5 ASTM A56. ! . MASONRY GON�TRUCTI ON 5HALL AS A MINIMUM THE FOLLOWING STRUCTURAL DESIGN CRITERIA VERIFY ALL CONDITIONS, DIMENSIONS/ 7. ALL EXPOSED FRAMING DESIGN VALUES FOR SPRUCE-PINE®FIR: SAND JOIST TO SILL OR TOP PLATTE (TOE -NAILED) 5. NO HORIZONTAL CONSTRUCTION JOINTS OF SPEGIFIGATION5 FOR MASONRY C. H55 ROUND � RECTANGULAR TU5E5 ELEVATIONS AT THE SITE. ALL DISGREPANGIES SHALL BE BROUGHT TO A5TM A 5001 GRADE 5 F 4 KSI. A. 2X STUDS CONST UGT►ON GRADE: 1 - FIRST FLOOR 40 PSF LL TO THE ATTENTION OF THE ENGINEER FE3= aOO, FV= 65, FO - 750 10 PSF DL 5 . ALL GALVANIZING SHALL CONFORM i D 5. THE CONTRACTOR SHALL SUBMIT TO ASTM A 125. 5. 2X J015TS/RAFTERS NO, I GRADE =SECOND FLOOR 40 PSF LL IO PSF DL 12" GORE aTH EDITION. GOMPLETE SHOP DRAW!NG5 FOR FE 1150/ I°V�iO ' I, 12" #6 20" ALL GONGRETE RE I NFORG I NG, ALL 4. BOLTED GONNEGTI ONS SHALL 5E WITH G. POST NO. I GRADE F5 500, - A i TI G/5TO. 2O S P LE- AMERICAN .WELDING SOCIETY. TO DUR-OaWALL TRUSS MANUFACTERED BOTH III CAH STRENGTH BOLTS I N AGGORDANGE10 STRUCTURAL STEEL, '� I F\/=65, FG - b I5 ;- I - 57'.:DS SPACED UP TO 24' O.G. PSF DL O 3-160 GALCULATI ONS � SHOP DRAWI NGS W I TH THE SPECIFICATION FOR= ROOF 675L 50 PSF SL CONNECTOR5 5HOWN ARE AS - FOR ALL MANUFAGTURERED LUMBER 5TRUGTURAL JOINTS USING A5TM A 525 + CD M 9.0 10 PSF DL � TI R GORRO5ION PROTECTION � SOA i ED FOR . WCLD I NG SHALL BE IN AGCORDANCE PRODUCTS $ THEIR CONNEG T ORS OR A 4�O BOLTS. 2. ALL FASTENING OF FRAM! NG, MANUFAGTU RED 5Y S I MP50N co M . THE ALLOWABLE PRESUMED 501E I N ACCORDANCE W I TH ASTM A 155, 4 AS S I ZED ON THE D RAW I NG5. ALL FOR RENEW PRIOR TO FA5RIGATION. - PLATES, SILLS, SHEA I HIND - EXT. WALLS/STOR. 100 PLF DL 2. ALL CONCRETE SHALL HAVE A 28 -DAY OTHER WOOD MEMBERS SHALL . ANCHOR 50LT5 SHALL 5E ASTM A 50�. BE IN ACGORDANGE WITH THE _ INT. WALLS/BYOB. 50 FLF DL WHIGH 15 TO BE VERIFIED IN THE FIELD GAGE MINIMUM. PROVIDE MINIMUM GONGRETE DETAILS SHOWN � MINIMUM 6. WELDS SHALL BE MADE 5Y OPERATORS REQUIREMENTS OF THE -DECKS/PORCHES 40 PSF BEFORE CONSTRUCTION. -AR MA55AGHU5ETT5 STATE BUIL I N� COMPRE551 VE STRENGTH OF 5000 P51 10 PSF pq REINFORCING BAR 1. . ALL CONCRETE WORK AND MATERIALS . SHALL COMPLY WITH THE SPECIFICATIONS GERfi 1 F IED BY ► HE 5T, ND D QUALIFICATION PROCEDURE OF THE 12" GORE aTH EDITION. #5 161. 12" #6 20" 16" #7 FOR STRUCTURAL GONGRETE FOR 5U I LD I NG5 AMERICAN .WELDING SOCIETY. TO DUR-OaWALL TRUSS MANUFACTERED � ;- I - 57'.:DS SPACED UP TO 24' O.G. N cc �- aU O 3-160 (AGI WITH WIRE GONFORMING TO ASTM A E52 5. CONNECTOR5 5HOWN ARE AS - + CD M 9.0 %; , W w -4- � TI R GORRO5ION PROTECTION � SOA i ED FOR . WCLD I NG SHALL BE IN AGCORDANCE '!2" AND 25/32" FIBERBOARD PANELS MANUFAGTU RED 5Y S I MP50N co M . THE ALLOWABLE PRESUMED 501E I N ACCORDANCE W I TH ASTM A 155, 4 AS S I ZED ON THE D RAW I NG5. ALL - -2" GYPSUM WALLBOARD 5EAR1 NG CAPC 1 TY 15 5000 PSF, 2. ALL CONCRETE SHALL HAVE A 28 -DAY WI T H THE AWS D1.1 GORE FOR WELDING toC STRONG=TIE GO. ING. 5U55TITUTION5 WHIGH 15 TO BE VERIFIED IN THE FIELD GAGE MINIMUM. PROVIDE MINIMUM STIFFENING SHALL 5E IN 5TRICT AG ORDANGE WOOD STRUCTURAL PANELS BEFORE CONSTRUCTION. LAP OF 6" 1$ USE PREFA5RIATED T'S COMPRE551 VE STRENGTH OF 5000 P51 I N BUILDING GONSTRUCT I ON. pq MUST BE APPROVED IN WRITING PER JOIST JOINT DE5GR PTION l N Cn WITH MAXIMUM l I NCH AGGREGATE �,- 2 BY THE ENGINEER. INSTALLATION OF ALL CONNECTORS SHALL 5� WALL INTERSECTIONS. ; -GREATER THAN I" - - 'ROOF FRAMING TO LOWER ELEVATION THAN SHOWN ---- - MAXIMUM 6% AIR ENTRAINMENT FOR CONNEGTION5 NOT DETAI ED SHALL L- o I N 5TRI CT A� CORDANCE W I TH THE 4. CONCRETE MASONRY UNITS SHALL BLOCKING TO RAFTER (TOE -NAILED) EXTERIOR CONCRETE EXF05ED TO BE DE51 GNED FOR THE LOADS SHOWN CONFORM TO A57M G �O. THE MANUFACTURER'S I NSTRU_G ► I ONS -1-+ no • 'A O (n♦� V -fesCu � RIM BOARD TO RAFTER (END-NAIL>LD) - 3-I0D PER JOIST MOISTURE. ON THE DRAWINGS OR FOR LOADS � MUST EMPLOY ALL REQUIRED Cu 3 -IGD PER FOOT G I�✓EN IN THE STANDARD LOADS FASTENERS. WALL FRAMING - -TO= 5. ALL RE I NFORC i NG STEEL SHALL 5E TA -51 E�' OF Alar -,FOR THE 5PAN PLATES AT INTERSECTIONS (FACE -NAILED) --� DEFORMED BARS OF NEW BILLET STEEL 5177-C, T ION STRENGTH SPEC i F I ED. 4. ALL GONPNEGTORS 5E STJD TO STUD (PAGE -NAILED) -- GONFORMING TO ASTM A 615 GRADE SCO. _SHAT _L HOT DIP GALVANIZED. HEADER TO HEADER (PAGE -NAILED) . ELLE �/ATION5 �;� NOTED A5 ! 0P OF STEEL ' rLGOR �RA'�'ING - 4. CONCRETE DOVER OF REINFORCING BARSLFER TO ITHE TOP FLANGE OF ROLLED Ss� IONS. 5. I NS_TALL ALL f 0NNECTOR FAS NERs J015T TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) SHALL BE AS FOLLOWS: BEFORE LOAD I NO THE 10 I NT. - BLOCKING TO JOIST (TOE -NAILED) II A. 5" AT GONGRETE PLACED DIREGTLY ----- BLOCKING TO 511-1- OR 7-0P F -ATE (TOE -NAILED) AGAINST EARTH. MASONRY 6. /� _ SPLIT WOOD 15 NO ACCEFTA5! E LEDGER STR P TO BEAM OR GIRDER (PAGE -NAILED) ---------- FOR ANY CONNEC I ION. ;; J0 ST ON LEDGER TO 5EAM (TOE -NAILED) 5. 2" AT ALL OTHER LOCATION5.I` ! . MASONRY GON�TRUCTI ON 5HALL SAND JO!5T TO J015T (END-NAILEF19 CIONFORM TO THE REQUIREMENT5 7. ALL EXPOSED FRAMING SAND JOIST TO SILL OR TOP PLATTE (TOE -NAILED) 5. NO HORIZONTAL CONSTRUCTION JOINTS OF SPEGIFIGATION5 FOR MASONRY SHALL 5E TREATED PER AWPA ARE ALLOWED, UNLE55 SPECIFICALLY 5 ;_RUC� i ORES (ACI 550.1 /ASGE 6-a8) • G2/Gq GCA 0.25 $ MEMS RS IN ROOF SHEATHING - SHOWN ON THE DRAWINGS OR ALLOWED S IY � .NG H OF MASONRY F'M=1�OO PSI. GONTACT KTH 501L S' Ari 5E ✓,O^.D STRUCTURAL PANELS IN WRITING BY THE ENGINEER. TREATED PER AWPA G,�z51C24 - RAFTERS O< TR 55E5 PAGED U� TO i6" O.G. %. /E:5,TICAL RCINFORGING OF MASONRY GGA 0.0 0...105 51TE FAERIGA I ON✓ - RA-- ERS OR TRUSSES SPACED OVER 16" O.G. CUTS � B0RE5 Cl"' A! L 5E TREA � rte' REINFORCING BAR EMBEDMENT LENGTH STANDARD HOOK #4 12" 1:21, #5 161. 12" #6 20" 16" #7 24" 18" Ti LS SHALL BE AS INDICATED ON d' ACCORDANCE WITH AWPA STD, VG -GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG TI- DRAT `I i `�5• ALL CORES OF - GA=.LE ENDWALL RAKE OR RAKE TRUSS W/ STRUCTURAL OUTLOc MASONRY UNITS SHALL 5E FILLED -- W I_LVL -GABLE ENDWALL RAKE OR RAK TRUSS W/ LOOKOUT BLOCKS H GROUT. RE I NFORG I NCS BAR 5. ALL MANUFACTURED L APS SHALL BE 2's&" MIN. MEM5ERS SHALL HAVE THE FOLL OKNG CEI_ N:5 SHEATHING PHYSICAL PROPERTIES A5 A MiNIM;,M: GY=S:M WALLBOARD i L SHEARWALL HOLDDOWN SCHEDJLE FOUNDATION HOLDDOWNS I$ ANCHOR, EOLTS: HDU5-SDS2.5 W/ 55T524/ DIAMETER ANCHOR 50LT 5 W/ GNW 5/5 COUPLER NUT E:17WEEN SST524 � 5/all THREADED ROD INTO HOL'7_-YDOWN. F051 TI ON 55T524 W/ ANCHORMATE TO FORMWORK PRIOR TO GONCRE7E POUR FOR CORRECT FLAG HENT. HDU5-SDS2.5 W/ 5ST52 5 71/�` DIAMETER ANCHOR BOLT W/ GNW 7/5" GOUPLER NUT 5ETWEEN 5ST525 � 7/5" THREADED ROD INTO HOLDDOWN. POSITION 5ST52a W/ ANCHORMATE TO FORMWORK PRIOR TO CONCRETE 4 - POUR FOR CORRECT P�AG�i- aMr.�NT. HDU 14-5052.5 W/ 55!X -,O 1 '' DIAMETER ANCHOR 50LT 14 W/ GNW I" GOUPLER NUT 51- T WEEN 551X50 I$ I" THREADED ROD INTO H0L17,DOWN WITH HOLDDOWN ATTACHED TO 6X6 POSfi. I=0O51TION 551X50 W/ ANCHORMATE TO PRIOR TO GONGRETE POUR FOR GORRECT PLAC�L"MENT. E M � E O 5. H 0R i ZONTAL JOINT RE I NFORG I NG _ _ �, E=2.OXIO P51.1 F5 -2x00, 1'V-- "0. ,, WA__ S-=ATHING - - EGD m Lal CL o O 0 rOR MASONRY SHALL 5E EQUAL Z O Cn WCO✓ 5TRUGTJRAL PANELS Ln cc FOUNDATIONS TO DUR-OaWALL TRUSS MANUFACTERED � ;- I - 57'.:DS SPACED UP TO 24' O.G. N cc �- aU O 3-160 oci _o WITH WIRE GONFORMING TO ASTM A E52 1�. AL}�LI FLOOR JOISTS SHALL 51- A5 I - - + CD M 9.0 %; , W w -4- � TI R GORRO5ION PROTECTION � SOA i ED FOR MA'�lUF G Y SOI SE GA` � A TURERED 5 ������ '!2" AND 25/32" FIBERBOARD PANELS 5-I6D co M . THE ALLOWABLE PRESUMED 501E I N ACCORDANCE W I TH ASTM A 155, 4 AS S I ZED ON THE D RAW I NG5. ALL - -2" GYPSUM WALLBOARD 5EAR1 NG CAPC 1 TY 15 5000 PSF, GLASS 5-2. ALL WIRE SHALL 5E FASTENING, SEARING, BRAG I NG li 5HEATHING toC WHIGH 15 TO BE VERIFIED IN THE FIELD GAGE MINIMUM. PROVIDE MINIMUM STIFFENING SHALL 5E IN 5TRICT AG ORDANGE WOOD STRUCTURAL PANELS BEFORE CONSTRUCTION. LAP OF 6" 1$ USE PREFA5RIATED T'S WITH THE MANUFAGTURER'S IRE OUIREMEN 7 5. ---4-IOD ------ pq a� PER JOIST OR CORNER SECTIONS AT ALL N Cn 2 2. FOOTINGS SHALL BE CARRIED WALL INTERSECTIONS. -GREATER THAN I" - - TO LOWER ELEVATION THAN SHOWN ---- - EACH BLOCK o ON THE DRAWINGS IF REOUIRED TO 4. CONCRETE MASONRY UNITS SHALL o REACH PROPER BEARING GAPGITY. CONFORM TO A57M G �O. -1-+ no • 'A O (n♦� V -fesCu � 3-I0D PER JOIST - 4-160- PER JOIST Cu SHEARWALL HOLDDOWN SCHEDJLE FOUNDATION HOLDDOWNS I$ ANCHOR, EOLTS: HDU5-SDS2.5 W/ 55T524/ DIAMETER ANCHOR 50LT 5 W/ GNW 5/5 COUPLER NUT E:17WEEN SST524 � 5/all THREADED ROD INTO HOL'7_-YDOWN. F051 TI ON 55T524 W/ ANCHORMATE TO FORMWORK PRIOR TO GONCRE7E POUR FOR CORRECT FLAG HENT. HDU5-SDS2.5 W/ 5ST52 5 71/�` DIAMETER ANCHOR BOLT W/ GNW 7/5" GOUPLER NUT 5ETWEEN 5ST525 � 7/5" THREADED ROD INTO HOLDDOWN. POSITION 5ST52a W/ ANCHORMATE TO FORMWORK PRIOR TO CONCRETE 4 - POUR FOR CORRECT P�AG�i- aMr.�NT. HDU 14-5052.5 W/ 55!X -,O 1 '' DIAMETER ANCHOR 50LT 14 W/ GNW I" GOUPLER NUT 51- T WEEN 551X50 I$ I" THREADED ROD INTO H0L17,DOWN WITH HOLDDOWN ATTACHED TO 6X6 POSfi. I=0O51TION 551X50 W/ ANCHORMATE TO PRIOR TO GONGRETE POUR FOR GORRECT PLAC�L"MENT. E M � E O �--o NCID �. EGD m Lal CL o O 0 ,a W Cn Z O Cn Ln cc 0W > � Lu 900 L � EACH END N cc �- aU O 3-160 oci _o L U U C) o � ca + CD M 9.0 %; , W w -4- --- ----------- 5-I6D co M In In O cc o 24" O.G. toC 6D 16" O.G. ALONG EDGES ---4-IOD ------ pq a� PER JOIST N Cn 2 v CONNECTION TO CONCRETE FOUNDATION FOUNDATION SILL PLATE GONNEG-TION TO GONGRETE: 5/a DIAMETER ANCHOR 501- T5 15-2" O.G. NOTE: ANCHOR BOLTS REFERSNG.`D ABOVE TO BE 5/a" DIA. A50� STEEL ANCHOR BOLTS W/ X 5" X 1/4" PLATE WASHERS W/ 7 MINIMUM EMBEDMENT INTO C,0NGRETE. GENERAL NAILING 5GHEI7ULE - 110 MPH NUMBER OF COMMON NAI' -5 2-8D 2 -I&D 4-I6D 2-I6D I6D 4-8D 2-8D 3-I6D 3-I6D 3-8D 3-I6D 2-I6D VJ �--o 8D EGD m Lal CL o O 0 _ NUMBrR OF BOX NA LS NAIL 5PACINGom ------:GD -- 5D COOLERS 0W > � Lu 900 - 2 _IOD EACH END 3-160 EACH END - U U C) o %; , W w -4- --- ----------- 5-I6D AT JOIN75 In In O 24" O.G. V 00^ 0 d¢- o 6D 16" O.G. ALONG EDGES ---4-IOD ------ PER JOIST N Cn 2 -IOD EACH END ---- - EACH BLOCK O o EACH JOIST -1-+ no • 'A O (n♦� V -fesCu � 3-I0D PER JOIST - 4-160- PER JOIST Cu 3 -IGD PER FOOT LjL Q >// -- 6" EDGE / 6" FIELD o Cu W O U) -- 4" EDGE / 4" FIELD c} �� oo E c C C) r- CuL 6" EDGE / 6" FIELD Q t u W 6" EDGE / 6" FIELD ���`` G 4" EDE / 4" FIELD W 7" EDGE / ID" FIELD CL vi --- job no.: 173.2 date = 27 NOVEMBER 2018 6" EDGE / 12" FIELD -- scale AS NOTED 3" EDGE / 6" FIELD -- : 7" ED6E / 10" FIELD drawn KMw rev. la DECEMBER 2018 rev. 6" EDGE / 12" FIELD 6" E06E / 6" FIELD ISSUED FOR CONSTRUCTION sht 1 of I2 8D EGD -- 8D ------:GD -- 5D COOLERS 5D COOLERS - LjL Q >// -- 6" EDGE / 6" FIELD o Cu W O U) -- 4" EDGE / 4" FIELD c} �� oo E c C C) r- CuL 6" EDGE / 6" FIELD Q t u W 6" EDGE / 6" FIELD ���`` G 4" EDE / 4" FIELD W 7" EDGE / ID" FIELD CL vi --- job no.: 173.2 date = 27 NOVEMBER 2018 6" EDGE / 12" FIELD -- scale AS NOTED 3" EDGE / 6" FIELD -- : 7" ED6E / 10" FIELD drawn KMw rev. la DECEMBER 2018 rev. 6" EDGE / 12" FIELD 6" E06E / 6" FIELD ISSUED FOR CONSTRUCTION sht 1 of I2 CUPOLA BY "GAPE GOD CUPOLA" OR SIMILAR _ TYPICAL ELEVATION NOTES --.-_-- ROOFING: TREATED TAPER- SAAN WOOD FRAMED CHIMNEY --- -- 5w;NS 5DON 155#RFELT WITH THIN -BRICK VENEER -- PAPERP.7. RED AND COPPER SHROUD --- CEDAR 51-'NGLE RIDGE SIDING/COR`ERBOARDS: Vi7E CEDAR 5HINGLE5 W X5"}.6 GORNERBOARD5 (5 j 12 j' WINDOW GA5;N6: IX5 lsv cAD GA51N6 Vi/ 2X L'S'CR G SILL 9� DOOR GA51N6: 1X5 !AVS -'=AD CASING - ___ --- / _ _ y VALLEY FLASHING: "CFEEN VAL-LE;"' TEGHNIC)UE W/ CO°R FLA5HIN6 ON ICE 8 VYA 7:R 5" 'ELD MEMBRANE. i I — FOUND VENEER: TH'N-BR!GK VENEER APPLIED F.G. GUTTER YV/ TO EXOOS�-D CONCRETE PORTIONS ROUND COPPER _7H_A OF FO NDATIDN WALL (OPTIONAL) DOWNSPOUTS- CURVED PVC TRIM AT UNDERSIDE OF 3AY 12 SUB FLOOR % \ I b ** ALL PVC MOLD NSS A` :' Z.- TRIM BY 'AK" OR SIMILAR ** 0 SECOND FLOOR _ -— W.G. SHINGLES \ - (5"+/- EXP) �+ DECORATIVE OVERHANG W/ COPPER ROOF AND _ - BRACKETS (SPEGTIS IX5/IXb GORNERBOARDS f BRACKET BL 2868) 34 TOP OF FOUND. (GARAGE) I RE AR / / E=AST ELEVA E=L.E i VAT10N 5 G A L E: I/ 4= 1'^ C, 5 0 A L E: I/ 4" = 1'- O 0 u) c cf)a) U -C 0 CUPOLA GOD GU' 51MILAR COPPER IX5/IXb BOARD: I1l i�' W9 DEGORI Wl COPI BRAGKE BRAGKE W.G. 5HI (5"+/- E,' -0 GARRIA O.H. DO( 2'-O" GC APRON WOOD FRAMED WITH THIN-BRIGI AND COPPER 5 PVG GUTTER W ROUND LEAD -C COPPER DOWN FINISHED FLOOR SECOND FLOC W.C. 5HIN6LE5 (5"+/- EXP.) DECORATIVE F FIN15HED FLOOR ® FIRST FLOOR C> E E C-) o N V tis ct3 00 Z � .� CA U O M M uH V C C V 06 O ..... C> c i Q� M CD N L O y � c +J O CC V �®s L. Jpq Cli IRNER- $ 05T Qi DIM.) Jr 1k r Am MP AM .JE W/ L". 1 I REAR / EAST E=LE_VATI ON (FARTI AL) 50 ALE: 114" = 1'-0" LEFT / NOF,TH ELEVA i I ON 5 G A L E: I/ 4= 1'^ C, 5E o `)Cl) 0 A It UKCA1 r -LK. Y'V FIELDSTONE RISERS om.•�;l I o L..0 dp ',-5 0 ,�.¢-Y0 OOCOC-C O �_..'O O o 3� — U- y O C' C v. N to V N 0-0 I .0 - VyQYO ^UOC ¢C ;m L -CQC i N U d NU nN�Q N O so3o¢ u�-�Um--�„oomc C-L-� � N�� y C b•3 F..- tiU+-0 O y y p O O y N N � N `_D CHIMNEY�am`o°'oCC(D 2 (D IGK VENEER ¢`a� ¢a`a:.-VEco v.oSmw SHROUD )oRQ) L_ t� _ )OR -1-0 � a) "� W <L .>_ 06Cr) .0 .s CO .? Al AVERS C r, -,W R. kv O 0) W Cu co ,OR 0. job no.: 1.132 date 2-7 NOVEMBER 2018 scale AS NOTED drawn KMVN rev. Ict DECEMBER 2018 rev. MS ISSUED FOR CONSTRUCTION snt of 12 W 5E o `)Cl) 0 u) c cf)a) U -C 0 O � � Cu 4-1 1-U) a )oRQ) L_ t� _ )OR -1-0 � a) "� W <L .>_ 06Cr) .0 .s CO .? Al AVERS C r, -,W R. kv O 0) W Cu co ,OR 0. job no.: 1.132 date 2-7 NOVEMBER 2018 scale AS NOTED drawn KMVN rev. Ict DECEMBER 2018 rev. MS ISSUED FOR CONSTRUCTION snt of 12 DEC W/ C 5 PIA BR? IX TF TYPICAL ELEVATION NOTES ROOFING: PRESSURE TREATED TAPER - SAWN RED CEDAR SHIN5LE5 ON 15# FELT PAPER. P.T. RED CEDAR SHINGLE RIDGE 5IDING/0ORNERBOARD5: WHITE CEDAR SHINGLE5 WITH IX5/IX6 CORNERBOARD5 I/4" (5" EXP. +/-) WINDOW CA51NG: IX5 JAMB/HEAD CA51146 W/ 2X HISTORIC, SILL DOOR CA51NG: IX5 JAMB/HEAD GA51N6 VALLEY FLASHING: "OPEN VALLEY" TECHNIQUE W/ COPPER FLASHING ON ICE d WATER SHIELD MEMBRANE. FOUND VENEER: THIN -BRICK VENEER APPLIED TO EXPOSED CONCRETE PORTIO OF FOUNDATION WALL (OPTIONAL " ALL PVC, MOLDINGS AND TRIM BY "AZEK" OR 51MILAR "* FIN15HED FLOOR ® SECOND FLOOR FIN15HED FLOOR ® FIRST FLOOR ;I i FRONT / 1NEST ELEVATI ON 5_C ALE: I/4" = 1'-0 " WOOD FRAMED CHIMNEY- ­- WITH THIN -BRICK VENEER AND COPPER SHROUD POWER VENT BY --- TORN $ COUNTRY (REFER TO MFR. SPEC'S FOR IN57ALL) LWL:.7I V:RL rn Y�V AT FLOOR AND TREAD WITH BRICK RISERS D=GOry E t V C H Cd •V U) N •03 c V U) CLo 1.11> U ca LO v co C? 00 o .® cc 4-J (D co W N � E 12 Q4 O •N - co -J CC V I 12 Qi F.G. GUTTER W/ ROUND COPPER - DOWNSPOUTS I .e #8018 BED W/ 2X GAP I —P.T. 4X4 P05T BUILT -OUT W/ - •� IX WRAP (5.X5„ FIN. DIM) i #8455 BASE W! IXb WRAP ` P T E L E V A T 1 0 N ( fi A R T I A L) fi fti A6 CUPOLA BY "GAPE GOD CUPOLA" OR SIMILAR �o a� I 0,912 5, wQ�C� Oc o C .Ce IS 3- 0 cnc)io3C.Cm04no��N a iUyCUCU� I C V yCO3:— Oj" O C Q fam L C N Ni y000_U m0 C m�Q �3:�._OUHO MC N a-.6 CO Com-.. HL� N C t0 cn ccx 00 ` CC N .'y�— — ------ oam Xa�a� o ,oo`°zo0 12 �5 O a) 0 — -- --- - - - - --- T - C . .�, -C O ^, �! �I �i C Cu Cu U) u) O N Cu _ --- --T' 1� ���L_ 0 CCS > • I SUB FLOOR "� 00 . �. L— ___ SEU D ®G ND FLOOR ° f p -- 1 CURVED PVC, TRIM I Cl) x r - ` AT UNDERSIDE OF BAY •4.0 V) W - - - - ---- I --W.G. 5HINGLE5 co I (5"+/- EXP.) Q IX5/IX6 GORNERBOARDS job no.: I732 . TOP OF FOUND. date: 2i NO !EMBER 2018 (GARAGE) ---- ---- - -- - --- - scale, AS NOTED drawn . KMW �a=6 ::.:.:.:.:..::: :� - a:....._.._.. � �- s__..::._:::a::..a � BLL'ESTONE PAVERS ; ;.__._ ----------------- ;---------------- ----- � �-----------------------� � � rev. la DECEMBER 2018 � -- -=- �------- - --� - -- - - � A- � ORGH FLR. Yti, � FIELDSTONE ' BLUE5TONE PAVERS R:S=�c AT FLOOR AND TREAD i rev. WITH BRICK R15 -Q5 iL ---D`GORATIVE PILASTERS 1 67 H T E L E V A T 1 0 N YA5MASONRY WI \Dow A 4 5 G A L E 1/ 4 = 1'- O" N ISSUED FOR CONSTRUCTION Snt 4 Of 12 I WALL /DEMO AALL5 AND BE REMO\/Er EX15TIN(9 WA REMAIN NEW NALL5 DEMO NOTES EX15TIN6 DASHED ViINDOV45 4 Vi To BE REMOVED AND PATCHED NEEDED OR REPLACED AS NOTE 06 m %V on - C 0 0 -Ili Cu L. 0 co E r*-- Cu >- 0 D- vJ job no.: 1732 date 2-1 OCTOBER 2018, Ln scale AS NOTF-I:> drawn rmkN rev. Iq DECEMBER 2015 A NIN'5 IT2q AWNING: 2q rev. MUNTIN5: 3 IPE x 2 H MU TINS 3 1pr 1 H 2 ��/4 2�75 3; 1 Ra: 2-5 3/4 2-5 3/,' RO CA 0 DOUBLE -HUNG: 5153 7MUNTIN5. 5 / bT R.o.: 514 x 4-5 514 AWNIN5: .29/ (MUNTIN5:,6 WIDE X 2 f R.O.: 2- 3/4 X 2-5 3/, Ln I WALL /DEMO AALL5 AND BE REMO\/Er EX15TIN(9 WA REMAIN NEW NALL5 DEMO NOTES EX15TIN6 DASHED ViINDOV45 4 Vi To BE REMOVED AND PATCHED NEEDED OR REPLACED AS NOTE % "e E C> E C11% 0 to C.> 0 O cn CV -*� CD M O 0 cc LO • Cn cc C.2 CLo 0 M C-> cc co LO CMO *0 4-1 CO cc 4-J 0 CC 0 W pq cc W 0 (5ENERAL PLAN NOTES ALL EXT. WALLS TO BE 2X45 @ 16" O.0 (UNLE55 NOTED OTHERN15E) ALL INT. NALL5 TO BE :2X4'5 @ 16" O.G.�(X-E55 NOTED OTHE"15E) KNVON5 4 FRENCH DOOR TO BE FELLA "ARCHITECT 5ERIE5" INTERIOR DOORS 4 CASED OPENING LOCATIONS II NOT DIMEN51ONED ARE TO BE LOCATED 3 STUDS (4 1/2") FROM THE U05E5T WALL AS SHOWN IN PLAN CR CENTERED IN 5PA( E REFER, TO ELEVATIONS FOR WINDOW R.O. HEI6IHT5 ABOVE SUBFLOOR NEW INTERIOR DOORS AND CASED OPENIN55 TO MATCH HE16HT OF EX!5TIN6 WHERE NOTED 06 m %V on - C 0 0 -Ili Cu L. 0 co E r*-- Cu >- 0 D- vJ job no.: 1732 date 2-1 OCTOBER 2018, scale AS NOTF-I:> drawn rmkN rev. Iq DECEMBER 2015 rev. % "e E C> E C11% 0 to C.> 0 O cn CV -*� CD M O 0 cc LO • Cn cc C.2 CLo 0 M C-> cc co LO CMO *0 4-1 CO cc 4-J 0 CC 0 W pq cc W 0 (5ENERAL PLAN NOTES ALL EXT. WALLS TO BE 2X45 @ 16" O.0 (UNLE55 NOTED OTHERN15E) ALL INT. NALL5 TO BE :2X4'5 @ 16" O.G.�(X-E55 NOTED OTHE"15E) KNVON5 4 FRENCH DOOR TO BE FELLA "ARCHITECT 5ERIE5" INTERIOR DOORS 4 CASED OPENING LOCATIONS II NOT DIMEN51ONED ARE TO BE LOCATED 3 STUDS (4 1/2") FROM THE U05E5T WALL AS SHOWN IN PLAN CR CENTERED IN 5PA( E REFER, TO ELEVATIONS FOR WINDOW R.O. HEI6IHT5 ABOVE SUBFLOOR NEW INTERIOR DOORS AND CASED OPENIN55 TO MATCH HE16HT OF EX!5TIN6 WHERE NOTED Vwi 06 m %V on - C 0 0 -Ili Cu L. 0 co E r*-- Cu >- 0 0 U a) U) vJ job no.: 1732 date 2-1 OCTOBER 2018, scale AS NOTF-I:> drawn rmkN rev. Iq DECEMBER 2015 rev. Vwi EXI5TING b1-6„ 8'-6" 4'-6" S' -O" 8'-O" 4'-I 11/2 a'-7 1/2" 5'-51, 6-2 1/2.. �m a vm cr 'um O O� o `m tr m m m N2 N2 NSco= N N CV — fJ (V N - p - m m m X �- �_�- �- �_ Z~ is u cvcy <vry O NN m O ..d rV ..� O ..� O .:d O ..d O .. 3 z - Z xx z xX Z xx Q xm Z zx Z zx zX zx zx z t-� N -W z ll+ Z w v z w tt 0- w p ►_ <i t- d t- X (= v- E X I- <t z Q 7 wn fy pq� q� O Ll , w �� w �� w �� u1.�� u� a� w �� LLI% z�F- Q Qm �m m m Fm �m �m wpb )n m ►n 5 m m u1 m --u) m` u, m `-(n m m O m cv mcg mcy r «� O p n p c� O cv p c� c, O cv Q O to tJl to . , DY q q q _ q Q q ILS 111 Z z0 ZO �O 017 O O O O O O tp< IN - m o q Bi A6 y A6 BLUESTONE LANDING WITH BRICK RISERS/ 51DES PITCH FLOOR APPROX.77- FROM - - I/8" PER 12" AWAY � _ _ FROM HOUSE M DOUBLE -HUNG. 2Q59 I = 4 1/2 4 I/< 1/2 4 1/2" BILGD TY E - "G" BULKHEAD (MATINS: 6 / 6) - W/ 12" EX . [1 R.Q.: 2-5 3/4 X 4 -II 3/4 S I TTI NG/ EATING0 „ - 15OKERN 42 MAGNUM SERIES I DOUBLE -HUNG: 2859 - c;+ N FIREPLACE W/ FLUSH HEARTH O WO KROOM ! ; LAUNDRY O MUNTIN : 6 / b) (BRICK VVV ENEERKUP TO FILING R.D.: 2 5 3/4 X 4 -II 3/4 LOWER CEILING AT PDR. RM - i O SITTINGlEATING LIVING - -,- - 1 ROOF DECK A ;OVE) I S'-2 I/2" 8'-2 I/2" , 4' 7" 4'_1 2" o XD 6- X 1 O G.O--- --- -- �a-6X6G.O. -----------2X4/2X6 _TAL 5TUID5 AT R -AR O, MA50NR,�FIREPLACE (4" MIN. GLEARANGE/AIRSPACE).L--KITCHEN DE51G 'OWN GLC. ' BARN STYLE DOORS-71RE CODE DOOR_p__ i= `�BY OTHERS _ _ Z ,A5 NEEDED IN HALLO WITH T RACK ; (HATCH INT. DOORS) + (n cn AND PANTRY TO T'-6 I _X;;REVERSE DOOR 2-S X 6-8. -cw o I OI I HINGING z t- nil y THERMA-TRU (SMOOTH5TAR) 2-bXb-B w 5220 - R (OUT5WING) vn ; �,-- , - r I _ PO ET — (p U 5/8' F.G. G BOAR ----T-; -- 2'-2 I/2" cv 5'-5 I/2' 4'-6" (3-O X b -S) DOOR AT CEILING AND (+ SEAT'- 3/4' 3'-10112" I---------15'-S-I/2"___----_ �Iy� EXISTING I R.O.: 3-2 1/2 X 6-9 HOUSE WALL - DL ----------------- ------------------ -- H -- ---------------------------------- c� EDGE OF FLAT/ + ----- -- INETBAR °I ° m SLOPED CEILING��; w ry CLOS. ; i K I TGHE N SII kb + z 6 Z i i I I CV 174 D JA j� J� O I Gill\l lG� o o � REF EN qD RGH I STEEL BEAM ABOVE I (LOW CLEARANCE O.H. - I 1 DOOR TRAGK5 NEEDED) q I O 1 ---� - ------ ------ --- --- ---- ------ ------ -- - - - - -- -- y I t- - - - - - - - -- - - - - -- t t—�_- i ; i I 2'-0 1/2" 1'-Q" FG[ AL EQ AL \EG)AL dF I 1 2'-0 CONCRETE APR 1 I i DOUBLE -HUNG: 2851 DOUBLE -HUNG: 2157 I I iv I (MUNTINS: b! 6) O I I r e I I N ly L P.T. 4X4 POST (MUNTIN5: (b / b) i m OIC W/ IX PVC, WRAP R.O.: 2-5 3/4 X 4-13/4 I 1 I QIq (REFER TO ELEV. I i i I i OVERHANG ABOVE I I I I �o NOTES) O I, p i ( ; I I I viFx s in I I i SLU=STONE PAVERS AT L i i I i IFN PROCH WITH BRICK R15ER I --- —_ - PITCH FLOOR APPROX. 1/5" PER 12" AN.AY FROM HOUSE ---------- -- ------ — i -- ---------------------_------------------- i ( WALL / DEMO WALL5 AND ITEMS TO BE REMOVED EXI5TING WALL5 TO REMAIN * -R 7 NEW WALLS DEMO NOTES EXISTING DASHED WINDOWS d WALL5 TO BE REMOVED AND PATCHED AS NEEDED OR REPLACED A5 NOTED. 64'-O" ---------- EXISTING o F I RST FL00F, F LAN �i FIRST FLOOR LIVING AREA = 1,656 SP - 844. SF (DEMO) + -150 (NEW) = 1,562 SF TOTAL :0 : STORASE = 11,11 50. FT p 5 G A L E: I/ 4 1 = 1'- O /—BLUESTONE LANDING / WITH BRICK R15ER5/ SIDES i E FOYER ;PN. - 16'x01 I i zj'-8" S� 3 -5X6 -O GU51. TI H - � LE 5 OWER O BATH. 2 iv -16. O BEDROOM 2 E C-5 v O C y V N � u 'C!C cc CIS 'a .� C� O «i ch CA •V CJ M M ,f- ^^c 1r! V i O A�, "t LnL ml Q: M (D co L C � co o 4- fly -IJ O cc v C3 W Aft Wi a� L t, x I� GENERAL PLAN NOTES - ALL EXT. WALL5 TO BE 2X4'5 @ 16" O.G (UNLESS NOTED OTHERWISE) - ALL INT. WALL5 TO BE 2X4'5 ® 16" i O.G. (UNLESS NOTED OTHERWISE) - WALLS WITH POCKET DOORS TO BE 2X65 (TYPICAL) - 1611NDOW5 a FRENCH DOORS TO BE FELLA "ARCH'TECT 5ERIE5" WITH NON IMPACT- RE5!5 T ANT GLASS AND PLYWOOD PANELS AND FASTENING SYSTEM AS 5PEGIFIED IN THE STH ED. OF MASS. STATE BLDG. CODE (REFER TO ELEVATIONS FOR MUNTIN PATTERN5) - MUD HALL DOOR BY 51MP5ON - INTERIOR DOORS d CASED OPENING LOCATIONS NOT DIMENSIONED ARE TO BE LOCATED 3 STUDS (4 i/2") FROM THE CLOSEST WALL AS SHOWN IN PLAN OR CENTERED IN SPACE - REFER TO ELEVATIONS FOR WINDOW R.O. HEIGHTS ABOVE 5U5FLOOR NEW INTERIOR DOORS AND CASED OPENING5 TO MATCH HEIGHT OF EXI5TING WHERE NOTED Ott O-�mL o2N mtV Ems., _ o U d�QQ 0 O C p CL p� °UomH'•cy )-�Z�voy.O..--.Cn_N NNcUC3-NcCmi )c m�5 co_" °' -IDrnQ �'CaULI -c�U- 4) 42) 42) `o -o ` �r2 UaQ(DO Qti =-- M .�.N.Lv 0=-0 y N 3 Vl 00 L U++ o <nQ U U Q) C U C C (D `xs Q`O 0 a)_02 UCaa Qa).a pis NI—EF5-0mCNai cn A' U W 00 U CU O� Wu) W _4L_ - c Cu ff% d? Q W cu (n® Ov~C 0 coE n .L LL CL V! job no.: !732 date 2'7 OCTOBER 2018 scale A5 NOTED drawn KMW rev. Iq DECEMBER 20!8 rev. J u z � I I ( I z ILIzY �N ILIA QO I v_ v w o O I QO Q It v rtm x 1n �� m +- `� = CO 1 m `) tt m ° v m �OIW> WQI,>- Ox "�x ---'!i �Q u ��r cv .m cv�ly m dpfy O = QQtX� %3 v K� IU o� Ox IU„-p�X %D ��x - IN mm _ �m qw q� � �m -1 SI �m n Cl z?CV mu1 ) iZ�+ stn Zp�l �U dJry rV S1m JLu ..\ 7N JzCt ..� �In 7- XwIOvW A- z A O wOQ XwIIUVF -1- z priwOQ z z� m� O CO Q x .. m� 00 O �O m+ :IN m+ -p O - �O lrcnlLlva WO) quna q �a mz mtY q ZIY q zw q 9'-11/2" i'-10"� Q' -I I/2" 3'-21/2" 3'-21/2" 2'-8" 5'-4" 64'-O" ---------- EXISTING o F I RST FL00F, F LAN �i FIRST FLOOR LIVING AREA = 1,656 SP - 844. SF (DEMO) + -150 (NEW) = 1,562 SF TOTAL :0 : STORASE = 11,11 50. FT p 5 G A L E: I/ 4 1 = 1'- O /—BLUESTONE LANDING / WITH BRICK R15ER5/ SIDES i E FOYER ;PN. - 16'x01 I i zj'-8" S� 3 -5X6 -O GU51. TI H - � LE 5 OWER O BATH. 2 iv -16. O BEDROOM 2 E C-5 v O C y V N � u 'C!C cc CIS 'a .� C� O «i ch CA •V CJ M M ,f- ^^c 1r! V i O A�, "t LnL ml Q: M (D co L C � co o 4- fly -IJ O cc v C3 W Aft Wi a� L t, x I� GENERAL PLAN NOTES - ALL EXT. WALL5 TO BE 2X4'5 @ 16" O.G (UNLESS NOTED OTHERWISE) - ALL INT. WALL5 TO BE 2X4'5 ® 16" i O.G. (UNLESS NOTED OTHERWISE) - WALLS WITH POCKET DOORS TO BE 2X65 (TYPICAL) - 1611NDOW5 a FRENCH DOORS TO BE FELLA "ARCH'TECT 5ERIE5" WITH NON IMPACT- RE5!5 T ANT GLASS AND PLYWOOD PANELS AND FASTENING SYSTEM AS 5PEGIFIED IN THE STH ED. OF MASS. STATE BLDG. CODE (REFER TO ELEVATIONS FOR MUNTIN PATTERN5) - MUD HALL DOOR BY 51MP5ON - INTERIOR DOORS d CASED OPENING LOCATIONS NOT DIMENSIONED ARE TO BE LOCATED 3 STUDS (4 i/2") FROM THE CLOSEST WALL AS SHOWN IN PLAN OR CENTERED IN SPACE - REFER TO ELEVATIONS FOR WINDOW R.O. HEIGHTS ABOVE 5U5FLOOR NEW INTERIOR DOORS AND CASED OPENING5 TO MATCH HEIGHT OF EXI5TING WHERE NOTED Ott O-�mL o2N mtV Ems., _ o U d�QQ 0 O C p CL p� °UomH'•cy )-�Z�voy.O..--.Cn_N NNcUC3-NcCmi )c m�5 co_" °' -IDrnQ �'CaULI -c�U- 4) 42) 42) `o -o ` �r2 UaQ(DO Qti =-- M .�.N.Lv 0=-0 y N 3 Vl 00 L U++ o <nQ U U Q) C U C C (D `xs Q`O 0 a)_02 UCaa Qa).a pis NI—EF5-0mCNai cn A' U W 00 U CU O� Wu) W _4L_ - c Cu ff% d? Q W cu (n® Ov~C 0 coE n .L LL CL V! job no.: !732 date 2'7 OCTOBER 2018 scale A5 NOTED drawn KMW rev. Iq DECEMBER 20!8 rev. y Y i I I N 1 T_ I I (�ry I FROM GORNER5 TYPICAL; 8" THICK ON 24"X12" CONT. CONCRETE ON 24"XI2" (UNLESS NOTED) CONTINUOUS FOOTING W/ KEY; PROVIDE 2 ROWS OF #5 GONG. FOOTING W/ KEY (HEIGHT OF WALL O :-- -- m - ----------------- ------ ----------- ----------• - SILLS TO BE (2) 2X6 (PRESSURE TREATED) W/ 5; b"x12" GALVANIZED STEEL ANCHOR BOLTS @ 2'-8 O.G. MiN. AND (3000 P51) W/ NAM 6X6 WIAXWIA WIRE @ 12" FROM CORNERS. BOLTS SHALL ENCASE (-z BOTH PLATES AND BE FAST'=N== Vv' 3X3" PLATE WA5HER5. --• -----'I•-F�.- iv JOISTS, TO 51T ON UPPER 51LL. SEE DETAILS, NOTE -5 AND SCHEDULE TO1ai� ® 'i on (3500 P51) ON 6" WELL -GRADED GRAVEL IN FOUNDATION. PROVIDE ADDITIONAL 5LOGKING A5 NEEDED COMP. TO 95% MAX.DRY DENSITY; SLAB AT SILL BELOW EXISTING HOUSE. TO BE SLOPED APPROX. 3" DOWN TO (2) BOLTS PER SILL OVERHEAD DOORS m> ? (EXISTING) EXIST. FIN. FLOOR ELEV. 13'-3 (13.25) 2'-0" 26'-D" 16'-0' 20'-O" n = TOP OF SHELF a ELEV. 12'-21/2" (12.21') 16'-4" Q'-8" 4' -II I/2" 1 7 a .:/4" 5'-4 3/4` 5'-6 I/2' S'-4' 8'-2 I/2" Ow Ocv (3Oc`i q� qcv qpm a tt az 3 �/2" V 4 1/2 J J o J a- i —(2) #5 REBAR d d Q ty O � Q b" CONCRETE WALL ON 24" X 12" TOP OF FOUNDATION WALL AT CONCRETE FOOTING BULKHEAD 2"+/- ABOVE GRADE W/ KEY MASONRY WINDOW WELLS b BY LANDSCAPER TOP OF FOUNDATION WALL @ ELEV. 12'-2 1/2" (12.219 (2) #5 REBAR TOP OF STEM KALL @ •- - - - - - 0 (2) #5 REBAR ELEV7. 13'-O" (13.00 - - - - - - - - - - r 1 , EDGE OF SLAB TO BE i TOP OF FOOTING HELD 3" BACK FROM .�.� EDGE OF FR05T WALL TOP OF GONG. SHELF @ FOR BRICK VENEER I I _ _ - _ _ _ _ ' _ O ELEV. 12'-2 1/2" (12.2!') I ; © BOTTOM OF FOOTING 1 -4------- , - - I ! 0.1 b11 n11 BRICK PAVERS @ FLOOR i r ( 2-0" TOP OF FROST WALL @ OF PORCH (PITCH FLOOR I I ELEV. 12'-8" (12.67) HOUSE) 12" AWAY FROM 1 DETAIL AT FOUNDATION (T`rF.) —0 -----r ---- ------ -- -- ---------------- - 5 G L___:, 1 / 2 " _ 1 1 _ O - - - •- ----- - ----------------------------- ------ r MAINTAIN 4'-0" MIN. , I -- + FROM GRADE TO t------ --------- •------------- A ---- ----------------------------------r I - +------------------------ --t ------ I I I ------ - -- , - , BOTTOM OF FOOTING � - i I i----------------------------------------- ------------- --• � BILGO TYPE 11011 x• m J BULKHEAD ABOVE ----------------------------------- ---- t t---------------�_�.-.. I I 1 cv'� d W/ 12 EXTEN51ON ' on m� w BRICK PAVER5 @ FLOOR OF PORCH (PITCH FLOOR 1/8" PER 12" AWAY FROM HOUSE) GTR. OF EXISTING DOOR ABOVE EDGE OF SLAB TO BE 5-1 I 6-6 21/32" 6'-6 21/32" b'-6 2132" VERIFY IN FIELD LYc ITGUAL EQUAL I all 4'-D" 1 HELD 3" BACK FROM --- EDGE OF FROST WALL Oi- -- ---- ------ - ------ -i I 1 - J I 1 , ! FOR BRICK VENEER 6 I I> I 1 I 1 if NSS 4"L Hg�c ' ' PIN SLAB TO FOUND. UNEXCAVATED -- I 1 I I 1 1 4 \ a 1 I \ LLYc .--- .X X// r--- ----t ;--_- ---ro WALL W/ #3 REBAR O` , - - - 4 , , _ '�- - M. " @ ISO.G. 1 1 8' CONCRETE FR05TAALL (3) 1 3/4" X a 1/2"' (�) i 3;4" X 9 I/2 ' (3 1 3/4" 9 1/2111 ON 24'X12" GONG. FOOTING. 1 as w i ( MAINTAIN 4-O' MINIMUM FROM LVL G'RT (BELOW�• L/� G -RI (B=�CN;1 IJV' GIRTLO' GRADE TO BOTTOM OF FOOTING PROVIDE ADDITIONAL FRAMING SUPPORT FOR I I q I I - --- --• m•� t NEW 1 RN FIREPLACE , z - ry• SOKE MAINTAIN 4'-O" MIN ----- ----- ----------------- ------------------ --------I F6� -� _ 4„ I i 4 FROM GRAaE TO _ C --- ---. , ----+ �'-'- a u! LgLLy _ LLr 1 MAINTAIN 4'-O" MIN. x I $O `fOM OF FOOT;t`G N `� d ry q O -, O 1 I u� PIN 51 -AB TO FOUND. cv ,u r x I i-- -' L I w BAS�M�NT 3/," X I/2' LVL F 3 13/4" X 4 I/2" LVL (FLUSH WALL W/ #3 REBAR • (. I . (-) I ., ` FROM GRADE TO D.G. fl m I I I 1 BCTTOM OF FOOTING + , 1 I cfl d , 1 , �. Z �y i I CAST: 2X4 KEY IN FORM 1 _ - _ _ I I , �"� o �'� I , r- _ _ _ _ _ _ . m SEE TYPICAL DETAIL FOR I ' I -� - 6 CONCRETE SLAB W/ HAUNCHED EDGE; GR FR05T WA_L _ v r I I I , � BEAM POCKET AT LVL � , � , � � -' HE TYPICAL DETAIL FOR , , r I a 0 o - a 6X6 (2.1X2.1 GAUGE) W.W. MESH (SET IN GIRDER a i I x = I $cAM POGKE T AT LVL ' I Y GIRDER - _ _ _ 4"L m' ro, i i CENTER OF SLAB) ON VAPOR BARRIER _ _ ON 8" OF COMPACTED CRUSHED STONE I , _ ,�L Y ^ I J (RAISE LEVEL OF GRADE @PORCH AS -PIN 51 AB TO FOUND. Cp i--�- NEEDED) F.T.I I ! WALL W/ #3 REBAR - a x.n L, F (2) 2X6. 5!_L A'5/5'X!2" I _ � x.�-- 1 1 PROVIDE ADDITIONAL , I I I li n --'4�---- - @ Ib° O.G. N�DED BB OW EXIST. I I ANCHOR BOLT5R@52'' O 1�' O I _ y _ _ _ _ _ _ _ - N - `9 m TOP OF SLAB. @ I I 51LL5/WRIN6 fry I I O.G. MIN. (2) FE1 1 I -- '-rE 41=1� v O Con,V to ttf cov .d+ LSO � .v LO Mcc M LO L C !Q ci C6 .� LO � � L � M i o co � O � c +J O W-J[q CL7 V i C cc Q± CO) wiL N r Y i I I N 1 T_ I I (�ry I FROM GORNER5 TYPICAL; 8" THICK ON 24"X12" CONT. CONCRETE BRICK PAVER5 @ FLOOR OF PORCH (PITCH FLOOR 1/8" PER 12" AWAY FROM HOUSE) GTR. OF EXISTING DOOR ABOVE EDGE OF SLAB TO BE 5-1 I 6-6 21/32" 6'-6 21/32" b'-6 2132" VERIFY IN FIELD LYc ITGUAL EQUAL I all 4'-D" 1 HELD 3" BACK FROM --- EDGE OF FROST WALL Oi- -- ---- ------ - ------ -i I 1 - J I 1 , ! FOR BRICK VENEER 6 I I> I 1 I 1 if NSS 4"L Hg�c ' ' PIN SLAB TO FOUND. UNEXCAVATED -- I 1 I I 1 1 4 \ a 1 I \ LLYc .--- .X X// r--- ----t ;--_- ---ro WALL W/ #3 REBAR O` , - - - 4 , , _ '�- - M. " @ ISO.G. 1 1 8' CONCRETE FR05TAALL (3) 1 3/4" X a 1/2"' (�) i 3;4" X 9 I/2 ' (3 1 3/4" 9 1/2111 ON 24'X12" GONG. FOOTING. 1 as w i ( MAINTAIN 4-O' MINIMUM FROM LVL G'RT (BELOW�• L/� G -RI (B=�CN;1 IJV' GIRTLO' GRADE TO BOTTOM OF FOOTING PROVIDE ADDITIONAL FRAMING SUPPORT FOR I I q I I - --- --• m•� t NEW 1 RN FIREPLACE , z - ry• SOKE MAINTAIN 4'-O" MIN ----- ----- ----------------- ------------------ --------I F6� -� _ 4„ I i 4 FROM GRAaE TO _ C --- ---. , ----+ �'-'- a u! LgLLy _ LLr 1 MAINTAIN 4'-O" MIN. x I $O `fOM OF FOOT;t`G N `� d ry q O -, O 1 I u� PIN 51 -AB TO FOUND. cv ,u r x I i-- -' L I w BAS�M�NT 3/," X I/2' LVL F 3 13/4" X 4 I/2" LVL (FLUSH WALL W/ #3 REBAR • (. I . (-) I ., ` FROM GRADE TO D.G. fl m I I I 1 BCTTOM OF FOOTING + , 1 I cfl d , 1 , �. Z �y i I CAST: 2X4 KEY IN FORM 1 _ - _ _ I I , �"� o �'� I , r- _ _ _ _ _ _ . m SEE TYPICAL DETAIL FOR I ' I -� - 6 CONCRETE SLAB W/ HAUNCHED EDGE; GR FR05T WA_L _ v r I I I , � BEAM POCKET AT LVL � , � , � � -' HE TYPICAL DETAIL FOR , , r I a 0 o - a 6X6 (2.1X2.1 GAUGE) W.W. MESH (SET IN GIRDER a i I x = I $cAM POGKE T AT LVL ' I Y GIRDER - _ _ _ 4"L m' ro, i i CENTER OF SLAB) ON VAPOR BARRIER _ _ ON 8" OF COMPACTED CRUSHED STONE I , _ ,�L Y ^ I J (RAISE LEVEL OF GRADE @PORCH AS -PIN 51 AB TO FOUND. Cp i--�- NEEDED) F.T.I I ! WALL W/ #3 REBAR - a x.n L, F (2) 2X6. 5!_L A'5/5'X!2" I _ � x.�-- 1 1 PROVIDE ADDITIONAL , I I I li n --'4�---- - @ Ib° O.G. N�DED BB OW EXIST. I I ANCHOR BOLT5R@52'' O 1�' O I _ y _ _ _ _ _ _ _ - N - `9 m TOP OF SLAB. @ I I 51LL5/WRIN6 fry I I O.G. MIN. (2) FE1 1 I -- '-rE 41=1� v O Con,V to ttf cov .d+ LSO � .v LO Mcc M LO L C !Q ci C6 .� LO � � L � M i o co � O � c +J O W-J[q CL7 V i C cc Q± CO) wiL N r 281-011 FOUNDATION GENERAL NOTES: Y I FROM GORNER5 TYPICAL; 8" THICK ON 24"X12" CONT. CONCRETE ON 24"XI2" (UNLESS NOTED) CONTINUOUS FOOTING W/ KEY; PROVIDE 2 ROWS OF #5 GONG. FOOTING W/ KEY (HEIGHT OF WALL REBAR @ TOP d BOTTOM OF WALL: :-- -- m - ----------------- ------ ----------- ----------• - SILLS TO BE (2) 2X6 (PRESSURE TREATED) W/ 5; b"x12" GALVANIZED STEEL ANCHOR BOLTS @ 2'-8 O.G. MiN. AND (3000 P51) W/ NAM 6X6 WIAXWIA WIRE @ 12" FROM CORNERS. BOLTS SHALL ENCASE (-z BOTH PLATES AND BE FAST'=N== Vv' 3X3" PLATE WA5HER5. --• -----'I•-F�.- THERE SHALL BE A h'iiN. OF 2 BOLT5 PER SILL. WA5'4ER JOISTS, TO 51T ON UPPER 51LL. SEE DETAILS, NOTE -5 AND SCHEDULE TO1ai� ® 'i rMIN. (3500 P51) ON 6" WELL -GRADED GRAVEL IN FOUNDATION. PROVIDE ADDITIONAL 5LOGKING A5 NEEDED COMP. TO 95% MAX.DRY DENSITY; SLAB AT SILL BELOW EXISTING HOUSE. TO BE SLOPED APPROX. 3" DOWN TO (2) BOLTS PER SILL OVERHEAD DOORS m> ? oN -------------------- � ° BUII ING AN- P"C -:.E Q � .Uy ----------------------------- x Q FOUNDATION DETAIL ANCE. ERRORSOR OP�1SS �'` r:`�TElrE THS os o H O am7o _' (AT EXISTING NOUS_) APPLI PT F OM THE AS 8EIlT` � o rooO oa W COMPLIANCE. {Q 3 2r�- ------------------_ >STEP `>."�►_� ^ ", FOOT,NG ------------------------- DATE >�o—y� _a (2 ----E-L-_-V-.a-'-_8-"--.-----------------• --------------•'i1I1 I ----------F-L-O-O-R- I J BUILDING OFFICIAL - --• - -- ------------ - - - - ----------- - - - - -- - - -I Q� U � - � c c� 3 Nov g c� 2'-8 1/2" 2'-6" 3'-9 1/2 I qI ---------------------------------------- ------------------------------------ Z5 ~ �., U - o'"a - I I I Ip - _ EDGE OF SLAB TO BE 0 m N o ox -m � o_ o n.aUi � sQ HELD 3" BACK FROM EDGE OF FR05T WALL Q ,� _ -- ---- --- -�: aCi o m:- mF- E -m v` m5 m .� F i DROP TOP OF — �+ �. FIE 1 1 WALL TO BOT. OF I I ' I 1 N I FOR BRICK VENEER u M SLAB (GONG. FROST .. I WALL BELOW) I � v I BRICK PAVERS ci FLOOR OF PORCH (PITCH FLOOR - - - - - — - - - TOP OF EXIST. FIN. FLOOR ..� - ELEV: 13'-3" (13.257 f-+ V) I I ---------------- I --------------------------• .. ! i I/8" PER 12" AWAY FROM HOUSE) TOP OF FOUNDATION WALL n' (D C7 � +------------ --------------------- r - ELEV. 12 2 1/2" (12.21') X _ u _ O M TOP OF FOUND. WALL '}' U � M -r7 _ -- -- ---- -� MAINTAIN 4'-0" MIN. II ', ELEV. 12'-2 I/2" (12.21') �..� -Etn1-�`+ CU O 'rf -------------------------------------- -- ------------------------------ --- ---------------------------- ------------ FROM GRADE TO II o W rn` o i BOTTOM OF FOOTING T GP OF STEM WALL @ ° V�U) 0 0. ,� ELEV. 13'-0" (13.007 BLOCKING AT SILL �+-� � L ((S Z CO AS NEEDED WITH NEW FOUNDATION L V j c O C L r:. 281-011 FOUNDATION GENERAL NOTES: GC'-UMN/P057 FOOTING SCHEDULE - FULL HEIGHT FOUNDATION WALLS TO BE - CONCRETE FROST WALLS TO BE 8" THICK 8" THICK ON 24"X12" CONT. CONCRETE ON 24"XI2" (UNLESS NOTED) CONTINUOUS FOOTING W/ KEY; PROVIDE 2 ROWS OF #5 GONG. FOOTING W/ KEY (HEIGHT OF WALL REBAR @ TOP d BOTTOM OF WALL: TO BE BASED ON GRADE CONDITIONS; 4'-O" (REFER TO DETAILS ON A-1.1 FOR WALL HEIGHTS) MIN. FROM FIN. GRADE TO BOTTOM OF FOOTING) - SILLS TO BE (2) 2X6 (PRESSURE TREATED) W/ 5; b"x12" - BASEMENT SLABS TO BE 4" CONCRETE GALVANIZED STEEL ANCHOR BOLTS @ 2'-8 O.G. MiN. AND (3000 P51) W/ NAM 6X6 WIAXWIA WIRE @ 12" FROM CORNERS. BOLTS SHALL ENCASE MESH ON 6 MIL. VAPOR BARRIER BOTH PLATES AND BE FAST'=N== Vv' 3X3" PLATE WA5HER5. OVER 6' WELL -GRADED GRAVEL THERE SHALL BE A h'iiN. OF 2 BOLT5 PER SILL. WA5'4ER GOMPAGTED TO 415% MAX. DRY DENSITY TO 51T ON UPPER 51LL. SEE DETAILS, NOTE -5 AND SCHEDULE ON DWG. 5-4 FOR ANCHOR BOL75 AND OTHER GONNEGTOR5 - GARAGE SLABS TO BE 4" GONC•RETE FOR ANCHORAGE OF SUPER5TRIGTURE TO BE EV1 5EDDED (3500 P51) ON 6" WELL -GRADED GRAVEL IN FOUNDATION. PROVIDE ADDITIONAL 5LOGKING A5 NEEDED COMP. TO 95% MAX.DRY DENSITY; SLAB AT SILL BELOW EXISTING HOUSE. TO BE SLOPED APPROX. 3" DOWN TO OVERHEAD DOORS FOUNI�)AT1 GC'-UMN/P057 FOOTING SCHEDULE N .�c< DIMENSIONS ON PLAN SCALE; 1 / 4 " = I ' - O 2' 7HK NO REBAR 64'-O" STRUCTURAL FOUNDATION NOTES CONNECTIONS OF FULL HEIGHT FOUNDATION - SEE 5TgJGTURAL GEN=RAL \O WALL5 TO FRO5TWALL5 TO BE SECURED W/ A\D TYPICAL DETA!L5 rt -;R C =ER KEY (CAST FROM 2X4) REQUIREMENTS - NO FOOTING TO 5-- PLACED IN - ALL 5T7 EL CONNECTO\S vIC-DED WATER OR FROZEN SOIL IN FIELD. REFER TO e7`�STL-:RAL DRAWINGS. AT 28 DAYS - CONCRETE STRENGTH MIN F'G =13,000 PSI - RECOMMENDED TO 5AWGU` e' AB CONTROL JOINT5 - NO B'5SER SEDT G\5 THAN 600 50'JARE FEET - CLEAR COVER FOR REINFORGING TO BE 3" TO BOTTOMS OF FOOTiN655 (CAST AGAINST - ALL R~IN-CRGING BEAU, 70 BE AS -7v .AC EARTH) AND 2" AT SIDES OF FOOTINGS OR GRADE 60, DEFORMED EAR= WALL5. TOP OF GONG. SHELF @ ELEV. 12'-2 1/2' (12.219 30'-1"+/- (EXISTING) `Nrii C (2) #5 REBAR 06 Q L '> :31 m CU 0 CDO J0 r,o o Ov ccO �.�.. 8" CONCRETE WALL I ON 24" X 12" CONCRETE FOOTING — I W/ KEY M L O CL 2) #5 REBAR job h0.: 1132 I (2) #5 REBAR - date 21 OCTOBER 2018 TOP OF FOOTING Scale AS NOTED � p o BOTTOM OF FOOTING drawn KMW i rev. IP DECEMBER 2018 f 2'-0" rev. DE T FAIL_ AT FOUND. (AT -}- SG AL ZI/2 I _011 04 ?olR Yarmouth Health Department HEALTH DEFT. ` V EID _�- SSUED FOR CONSTRUCTION sht i Of 12 1 dame Date . �..1... 79 k mae- Ste" GC'-UMN/P057 FOOTING SCHEDULE N .�c< DIMENSIONS REIN ORGING -C"X3'-O"X 2" THK NO REBAR 2' 7HK NO REBAR 30'-1"+/- (EXISTING) `Nrii C (2) #5 REBAR 06 Q L '> :31 m CU 0 CDO J0 r,o o Ov ccO �.�.. 8" CONCRETE WALL I ON 24" X 12" CONCRETE FOOTING — I W/ KEY M L O CL 2) #5 REBAR job h0.: 1132 I (2) #5 REBAR - date 21 OCTOBER 2018 TOP OF FOOTING Scale AS NOTED � p o BOTTOM OF FOOTING drawn KMW i rev. IP DECEMBER 2018 f 2'-0" rev. DE T FAIL_ AT FOUND. (AT -}- SG AL ZI/2 I _011 04 ?olR Yarmouth Health Department HEALTH DEFT. ` V EID _�- SSUED FOR CONSTRUCTION sht i Of 12 1 dame Date . �..1... 79 k mae- Ste" CVCTFM PRnFILE ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR NOTES (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 PROVIDE MIN. 20" DIAM. WATERTIGHT CONCRETE COVERS TO WITHIN 3" GRADE ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING TOP FOUND. EL. 13.3' FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. %SLOPE REQUIRED OVER SYSTEM 1x2.1 ' 1 2 C� 12. OVER PRECAST MINIMUM .75' OF COVER NOTE: 2" MIN. WALL BLOCKS OR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST ! PRECAST H-io THICKNESS REQUIRED PRECAST RISERS UNITS TO BE AASHO H -LQ •~ RISERS (TYP.) 4"OSCH40 PVC MORTAR ALL H-10 I 5. PIPE JOINTS TO BE MADE WATERTIGHT. T7 COMPONENTS 2 m s^ MIN. SUMP PIPES LEVEL 1ST 2' 2.5' TYP.) INV S EL 9.1 3'-, .• 12" NIN. INT. DIM. / TENDS ( SIDES 9.93 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE • / -0 10" ° .- .:.• .. .. j - Oaa°fG0 WITH - f 10" 4 T1�4E ti , a o ° ° ��� CMR (TITLE } -� TEE SEPTIC .TANK ..• *9 8'f •' -: oDo''o�a�' � ro fo, r� C� -• a o 0 0 0 ° o oao-o' ®L`�UL�OL.�L_,�®�t`-i ®L:-t®I=I��O��l1-iL�J c,00i o �C 310 15 Q00 WATERTEST D'BOX - '> °°�D° 11U��D;�iC�® C1O®�8�7�]�®LJ( as D�; GAS BAFFLE ° °°°°°°° °°�� �[��®�L��C®® C��B®®®®CIJ�� 00°DJP 7. THIS PIAN IS FOR PROPOSED WORK ONLY AND {ISTING o�o�o o�°_ FOR LEVELNESS a°°°° ° s j New ] 5€ 0 �°°° °aa °"°-° 7.1 NOT TO BE USED FOR LOT LINE STAKING OR ANY 9.37' 9.2 °D`'�°'D OTHER PURPOSE. - LEACHING CHAMBER BY ACME PRECAST OR EQUAL 8• PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. H 10 500 GAL 3/4"-1-1/2' DOUBLE WASHED STONE 4' MtN. (5} UNITS REQUIRED ALL AROUND PRECAST STRUCTURES 9. COMPONENTS NOT TO BE BACKFILLED OR 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 47.50' X 12.83' CONCEALED WITHOUT INSPECTION BY BOARD OF COMPACTION. (15.221 [2]) LO HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR MAP /� P CALLING DIGSAFE (1-888-344-7233) AND LOCUS 'V A ALL UNDERGROUND Sc " I (1.4 % SLOPE) (-L-% % SLOPE) ADJUSTED GROUNDWATER FL. 2.1 VERIFYING THE LOCATION OFA SCALE 1 -2000 t OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. LEACHING ASSESSORS MAP 43 PARCEL 39 FOUNDATION EXISTING SEPTIC TANK 31' D' BOX 12'FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2 THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL PROPOSED LEACHING FACILITY. PCT ANNUAL CHANCE FLOOD HAZARD) AS UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 12. EXISTING LEACHING FACILITY SHALL BE PUMPED SHOWN ON COMMUNITY PANEL #25001CO589J R TO INSTALLING ANY PORTION OF SEPTIC SYSTEM AND REMOVED OR PUMPED AND FILLED WITH CLEAN DATED 7/16/2014 LEGEND- EGEND99 99-- 7' St. X 99.1 00 --[99]- CS 198.41 � V TH1 `Locus oo Y ^' 2� _i m y - �oILI 1 UTILITY POLE 0" 12.1' Q Nantucket NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING a Sound LS r� uIh spore 1OYR 4/2 10. CONTRACTOR SHALL BE RESPONSIBLE FOR MAP /� P CALLING DIGSAFE (1-888-344-7233) AND LOCUS 'V A ALL UNDERGROUND Sc " I (1.4 % SLOPE) (-L-% % SLOPE) ADJUSTED GROUNDWATER FL. 2.1 VERIFYING THE LOCATION OFA SCALE 1 -2000 t OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. LEACHING ASSESSORS MAP 43 PARCEL 39 FOUNDATION EXISTING SEPTIC TANK 31' D' BOX 12'FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2 THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL PROPOSED LEACHING FACILITY. PCT ANNUAL CHANCE FLOOD HAZARD) AS UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 12. EXISTING LEACHING FACILITY SHALL BE PUMPED SHOWN ON COMMUNITY PANEL #25001CO589J R TO INSTALLING ANY PORTION OF SEPTIC SYSTEM AND REMOVED OR PUMPED AND FILLED WITH CLEAN DATED 7/16/2014 LEGEND- EGEND99 99-- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. --[99]- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 Y TEST HOLE 2� SLOPE OF GROUND UTILITY POLE 0" 12.1' F'PE H`OtZ4A%T NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING PRIO SAND. � SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED PRIVATE EXISTING 5 BEDROOM D WELING PROPOSED 5 BEDROOM DWELLING DESIGN FLOW: 5 BEDROOMS 0 110 GPD = 550 GPD USE A 550 GPD DESIGN FLOW CT-) G -W ADJ. DATA: C WELL: M I W- 29 PERC ZONE: A ADJ: 0.5' MS 1CYR 7/4 2.1' ADJUSTED GROUNDWATER 126" 1.6' GROUNDWATER © 126 DCE #18-021 Scale:1 "= 20' C 10 :C 30 40 10 FEET l� .0 r'r PORTION o- ',ISTING nIr_ ---- EXISTING CESSPOOL SHALL BE REMOVED OR ' FILLED WITH CLEAN SAND 1 1 SEPTIC TANK: 550 GPD (2) = 1100 - USE A 1500 GAL_ SEPTIC TANK LEACHING: SIDES: 2 (47.5 + 10.8) 2 (.74) = 172.5 GPD BOTTOM 47.5 x 10.8 (.74) = 379.6 GPD TOTAL: 746 S.F. 552.1 - GPD USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT ENDS AND 3' AT SIDES Yarmouth Health Department pZ-9, La -, -2 N the Date I n > - MP APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF _C- z TEST HOLE LOGS w G i ENGINEER: DANIEL E. GONSALVES, SE #13587 >v WITNESS: BRUCE G. MURPHY DATE: JUNE 20, 2018 PERC. RATE = < 2 MIN/INCH CLASS I SOILS ELEV. 0" 12.1' A LS 1OYR 4/2 6" B LS 30" 1OYR 5/6 9.6' G -W ADJ. DATA: C WELL: M I W- 29 PERC ZONE: A ADJ: 0.5' MS 1CYR 7/4 2.1' ADJUSTED GROUNDWATER 126" 1.6' GROUNDWATER © 126 DCE #18-021 Scale:1 "= 20' C 10 :C 30 40 10 FEET l� .0 r'r PORTION o- ',ISTING nIr_ ---- EXISTING CESSPOOL SHALL BE REMOVED OR ' FILLED WITH CLEAN SAND 1 1 SEPTIC TANK: 550 GPD (2) = 1100 - USE A 1500 GAL_ SEPTIC TANK LEACHING: SIDES: 2 (47.5 + 10.8) 2 (.74) = 172.5 GPD BOTTOM 47.5 x 10.8 (.74) = 379.6 GPD TOTAL: 746 S.F. 552.1 - GPD USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT ENDS AND 3' AT SIDES Yarmouth Health Department pZ-9, La -, -2 N the Date I n > - MP APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF _C- z C .A. w G i o >v 78 RIVER STREET ` SOUTH YARMOUTH, NIA PREPARED FOR JOHN CLARK & CAROLYN PRATT OF 1.1,q DANIEL OJALA No, 40980 V7 v, 7r J DATE DANIEL A. OJALA, P.E., P.L.S. DATE: JUNE 22, 2018 4 off 508-362-4541 fox 508-362-9880 downcope.com 4 +own cope engineermir. inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 18-021 CLARK-PP.ATT.DWG LEGEND- EGEND99- ALL SHALL TE SYSTEM PROFILE MARK DS WITHCMAGNETICTTAPE OR BE r" EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. COMPARABLE MEANS FOR FUTURE LOCATION. PROPOSED CONTOUR [98.4) (NOT TO SCALE) TH 1 PROVIDE MIN. 20" DIAM. WATERTIGHT CONCRETE COVERS TO WITHIN 3" GRADE 2% SLOPE OF GROUND Cob ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE 0„ F:RE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING TOP FOUND. EL. 13.3' A 'Locus FILTER FABRIC OVER STONE REQUIRED OVER SYSTEM 12.1 ' LS 12.1 'MINIMUM 1OYR 4/2 oar a s 2% SLOPE 6„ Nantucket .75' OF COVER OVER PRECAST Sound B Uth LS NOTE: 2" MIN. WALL BLOCKS OR 30" PRECAST H-10 9.6' THICKNESS REQUIRED PRECAST RISERS . • RISERS (TYP.) 2'o e.: 6" MIN. SUMP 12" MIN. INT. DIM. 4"0SCH40 PVC PIPES LEVEL 1ST 2' ENDS MORTAR ALL H-10 , COMPONENTS (TYP.) INV'S EL. 9.1 3' SIDES 9.93' jam- 10" TIG ,4" TEE TEE -e. • e • _ - =Mri * 8'1 : ..1 ®®C�C�®®®®®C1C� - • .., • ... -_. cion®--�r�c�© 'o°o°0°o° ° Q�.000 SEPTIC TANK 9 _ °°°,°°°°°°°° WATERTEST D'BOX o °,°°°°°°°°°° ,00�000�o >°°°°°°°° ®mora®®®�o�® ®®®a®cJoao®® ,,°6 EXISTING GAS BAFFLE New 150£} ;; �_° ° ° ° °- FOR LEVELNESS ` "° 00000a00 '° �1�0®®®®�[�©® ®[]®�0[]�®®®® ,go�o9o00 7.1' 9.37' 9.2' • `:, . LH PRECAST OR EQUAL. -10 500 GAL. LEACHING CHAMBER BY ACME 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (5) UNITS REQUIRED ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OV[RALL DIMENSIONS TO OUTSIDE OF STONE: 47.50' X 12.83' COMPACTION. (15.221 [21) 'n (1.4 % SLOPE) (-L-% SLOPE) ADJUSTED GROUNDWATER - EL. 2.1 LEACHING FOUNDATION EXISTING 31' D' BOX 12' SEPTIC TANK FACILITY *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS r)Mino Tn IKICTAIIIN](_ ANY POPTInN nF SFPTIC SYSTFM LEGEND- EGEND99- 1-99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. --[99]- PROPOSED CONTOUR [98.4) PROPOSED SPOT EL. TH 1 TEST HOLE 2% SLOPE OF GROUND Cob UTILITY POLE 0„ F:RE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: BRUCE G. MURPHY DATE: JUNE 20, 2018 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. Cp � 4 0„ 12.1' A 'Locus LS Cb 1OYR 4/2 oar a s 6„ Nantucket a Sound B Uth LS 30" 1OYR 5/6 9.6' DATA G -W ADJ. WELL: M I W- 29 PERC ZONE: A ADJ: 0.5' MS 1OYR 7/4 2.1' ADJUSTED GROUNDWATER 126" 1.6' GROUNDWATER @ 126" LICE # 18-021 Scale:1 "= 20' I 0 10 20 SO 40 50 FEET PRIVATE �Y 100.48' NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-4 5. PIPET JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE 1N ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT UNE STAKING OR ANY _ OTHER'PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. PORTION (STING NG " 10. CONTRACTOR SHALL BE RESPONSIBLE FOR n��+ MAP A �V�A p CALUNG DIGSAFE (1-888-344-7233) AND LOV S VERIFYING THE LOCATION OF ALL UNDERGROUND & SCALE 1"=2000'± OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. ASSESSORS MAP 43 PARCEL 39 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2 PROPOSED LEACHING FACILITY. PCT ANNUAL CHANCE FLOOD HAZARD) AS 12. EXISTING LEACHING FACILITY SHALL BE PUMPED SHOWN ON COMMUNITY PANEL #25001CO589J AND REMOVED OR PUMPED AND FILLED WITH CLEAN DATED 7/16/2014 SAND. SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 5 BEDROOM DWELLING PROPOSED 5 BEDROOM DWELLING DESIGN FLOW: 5 BEDROOMS @ 110 GPD = 550 GPD USE A 550 GPD DESIGN FLOW SEPTIC TANK: 550 GPD (2) = 1100 USE A 1500 GAL. SEPTIC _TANK LEACHING: SIDES: 2 (47.5 + 10.8) 2 (.74) = 172.5 GPD BOTTOM 47.5 x 10.8 (.74) = 379.6 GPD TOTAL: 746 S.F. 552.1 GPD USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT ENDS AND 3' AT SIDES ---- EXISTING I CESSPOOL SHALL BE REMOVED OR APPROVED I FILLED WITH CLEAN SAND DATE _ MA BOARD OF HEALTH Yarmouth Health Department TIT LE 5 SITE PLAN IID VE� OF Name Date 78 RIVER STREET l SOUTH YARMOUTH, MA PREPARED FOR JOHN CLARK & CAROLYN PRATT DATE: JUNE 22, 2018 �2 Ss�s off 508-362-4541 fox 508-362-9880 I downcope.com p down cape en?meeting, Inc. �7 � civil engineers land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 18-021 CLARK-PRATT.DWG t V comm Cp � OW 'Locus N Cb oar a s J o a Nantucket a Sound r. Shore D Uth 10. CONTRACTOR SHALL BE RESPONSIBLE FOR n��+ MAP A �V�A p CALUNG DIGSAFE (1-888-344-7233) AND LOV S VERIFYING THE LOCATION OF ALL UNDERGROUND & SCALE 1"=2000'± OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. ASSESSORS MAP 43 PARCEL 39 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2 PROPOSED LEACHING FACILITY. PCT ANNUAL CHANCE FLOOD HAZARD) AS 12. EXISTING LEACHING FACILITY SHALL BE PUMPED SHOWN ON COMMUNITY PANEL #25001CO589J AND REMOVED OR PUMPED AND FILLED WITH CLEAN DATED 7/16/2014 SAND. SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 5 BEDROOM DWELLING PROPOSED 5 BEDROOM DWELLING DESIGN FLOW: 5 BEDROOMS @ 110 GPD = 550 GPD USE A 550 GPD DESIGN FLOW SEPTIC TANK: 550 GPD (2) = 1100 USE A 1500 GAL. SEPTIC _TANK LEACHING: SIDES: 2 (47.5 + 10.8) 2 (.74) = 172.5 GPD BOTTOM 47.5 x 10.8 (.74) = 379.6 GPD TOTAL: 746 S.F. 552.1 GPD USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT ENDS AND 3' AT SIDES ---- EXISTING I CESSPOOL SHALL BE REMOVED OR APPROVED I FILLED WITH CLEAN SAND DATE _ MA BOARD OF HEALTH Yarmouth Health Department TIT LE 5 SITE PLAN IID VE� OF Name Date 78 RIVER STREET l SOUTH YARMOUTH, MA PREPARED FOR JOHN CLARK & CAROLYN PRATT DATE: JUNE 22, 2018 �2 Ss�s off 508-362-4541 fox 508-362-9880 I downcope.com p down cape en?meeting, Inc. �7 � civil engineers land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 18-021 CLARK-PRATT.DWG