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Home My WebLink About1045 PUTNAM AVENUE - Health 1045 Putnam f Ve fl V A = 057-006-001 -`-- — - - - - \ Marstons Mills _ C i� 4D........... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH . .... — - (� `� lirativu for Mgr nia1 orkii Tamitrurtiora Permit Application is hereby made for a Permit to Construct (>() or Repair ( ) an Individual Sewage Disposal System at: .•-- a'oJ; e ddress �, o� t N ' .E?S ... .` ------------------------------------- '<° '_P .. 4. _... �t_� X 4? __. 'yJ -S Or Address W ..__......1 ..y/!7.2c'. ............................... --------•----`�4'_ t!?_1t1�7.ff................... 2' a Installer Address d Type of Building Size Lot..� .�'®O...___.Sq. feet U Dwelling—No. of Bedrooms.......................................Expansion Attic ( ) Garbage GrinderQ� Other—T e of Building No. of persons............................ Showers — Cafeteria Other fixtures -------------------------------- W Design Flow..�l-.--•.............................gallons per person per day. Total daily flow--------3s�0____•-•____•._._•__•_gallons. t4 Septic Tank—Liquid capacity/40.gallons Length................ Width---------------- Diameter................ Depth................ Disposal Trench—No. -------------------- Width•... ............. Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No.....)------------- Diameter-___! ____._... Depth below inlet..... .......... Total leaching area....22.0..sq. ft. ,,, "Other Distribution box ( ) Dosing ank _.- a Percolation Test Results Performed by___ ._CA......_ .om Date_/ ._��. ._� ........... a Test Pit No. 1...!KZ----minutesperinch Depth of Test Pit-----I_____------- Depth to ground water...Afewe Test Pit No. 2.�.A.....minutes per inch Depth of Test Pit....4 ......... Depth to ground water-------I/............. \--------------------------------------- �•• -•••--•--------------•---------------------------•-------------•------•-•--------- Description of Soil... /'�Z�N'1d-_�!/1_30V.-----------------:71�.. .._519AO..-.................................... x W ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------............... U Nature of Repairs or Alterations—Answer when applicable--------------------------------------------------------------_................................ ----------------------------•------...---------------------•----..............-........................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'TTL y g g p y of the State Sanitary Code— The undersigned further agrees not to lace the system in operation until a Certificate of Compliance ha een issued by---the """board of Ili lth. -Signed- ••... . •••••-• ..................•••-• ------------------•-••----- t Datec Application Approved By--��t= ----••--••----------------................ --�-e-'- -�j<l�1..2, Date Application Disapproved for the following reasons------------------------------------------------------------------------------------------------••••----•-------- ................•-••-------•--•-•----•-•....---•------•-•-••••••--•---•-•-----••--•-•-........---•••-••--•=•=-••••-•-•••---••-----••...•-•--•----••••---•-••-•••-----•-•••-----•--•-•••-•-•••-•••••----- _ Date --- Permit No....................... --•----------------- ---•-•... Issued_....................................................... Date c No..�!............. Fss... ..�>.............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .....� / A, OF.... .>.. .n: /s.1.r Applirafton-for Di"m al Works Tontitrurtion nuti# Application is hereby made for a Permit to Construct ( ') or Repair ( ) an Individual Sewage Disposal System at: 5. gv.. at ddress r.. t N ,yam ...............•-•--....--•---•----....... ................................. v ° ... /..... .._ . ' Ow er Address ------------------------------------•-•-•--•---•-------`---.......--•- ....................... .• •. .... . Installer Address p „i Q Type of Building Size Lot... 1__--•--_�"--/...... feet U Dwelling—No. of Bedrooms.._...a................................Expansion Attic ( ) Garbage Grinder 4140 aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures .----••......-- ••--••-----•-••--•-•--•---•••••••----------------------------•-------------•-----•-•••- W Design Flow... ._ ._._gallons per person per day. Total daily flow_.__.___. __ g +�'�f-------------------•----------- g P P P Y. Y �.------------------------�llons. WSeptic Tank—Liquid capacity./ 'gallons Length................ Width................ Diameter-----........... Depth................ x Disposal Trench—. o. .................... Widt +��._........... Total Length............. Total leaching area___.._........__sq. ft. Seepage Pit No______ ____________ Diameter..... -•-•-_-------- Depth below inlet....._l�_�.......... Total leaching area_...-_.._20..sq. ft. Z Other Distribution box ( .. ) Dosing t nk ~' Percolation Test Results Performed by..__1 _.__&m."ry-3 j.� _..........•......._.._. Date../ !�?�� ............. a Test Pit No. I..... _X---minutes per inch Depth of Test Pit_________ _______ Depth to ground water... _. ... Test Pit No. 2_.4 ..._minutes per inch Depth of Test Pit...-/aZ........ Depth to ground water......_.................. F a -• r y..- D Description of Soil_..O o ..._.�w,4 5�15�3Ut �' '. x ---", 5h - - --- U -•--- w UNature of Repairs or Alterations—Answer when applicable..............................................................................:...^__..____.. -----------------------------------•----•----------•-------•---•---•-••-••----•••-••.....--------•••---•-•-•••••-•---.._.....----------••------•--•--•••-------•------••---•-•--•--•••-•-•------•---•••. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of I i p 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance hasIbeen issued by the board of health. Signed_��,..-3 a,�,.; /%? (./�'•.��''.�, ' 1 ��, � Date Application Approved BY ........................'` r'' ` Date/%7J Application Disapproved for the following reasons-------------------------------------•-----------------------................................................... ------------------------------------------------------------•-------•----------------------------------...------------------------------------------------------------------------------------....._..-- Date PermitNo......................................................... Issued-....................................................... ' Date THE COMMONWEALTH OF MASSACHUSETTS 1 BOARD OF HEALTHf s ....... ... ................................... C�rrtifiratr of Tvrmplitturr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ✓)or Repaired ( ) by...................4_ .--.y.......... Installer ----------------------------•------••••--•-•••-•-•-••----•---•••-•-•••••---••...-••--••----•---•--------•-----------.... has been installed in accordance with the provisions of-'I1 -I:E' , 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit \To. ? �_j................... da.ted..........._.__.......-_.______..........._.. THE ISSUANCE OF THIS CERTIFICATE SHALL-NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.....-•-•-•-•------------•.....................•-•-------•-•-•-•---••......--.... Inspector................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH r 7l ... OF........Ts ............. s FEE........................ Disposal Works TaInstrurtion Virrmit Permission is hereby granted...... _T f':_.%_.......:i/ _'f_J" ,-: S' ------------------------------------------ - ------------------ - to Construct ( L) or Repair ( ) an Individual Sewage Disposal System - at No. l ' f7i.. /.�r....?-•------=�-......-----•.--------- :.------��/��:. ---...n--..--------:�.!_.. ..s_..._._-•---------------- Street as shown on the application for Disposal Works Construction Permit No...____.�_ ._.._... Dated.......................................... /� Board of Health DATE.• - --•--•=-•--•---•.1_.. ................................... FORM 1255 HOBBS & WARREN, INC., PUBLISHERS - i��LO CAT 10 SEWAGE PERMIT NO. VILLAGE 44fps . o� _ - INSTA LLER'S NA. ME i ADDRESS litlee e UILDER OR OWNER DATE PERMIT ISSU E I)p DAT E COMPLIANCE ISSUED Iz r Eif �1 t4 � j f 1 � ? r , A ? 3 t )\y K to 00 4 �.1 e \ ,J.6PTf C. i Lea T.. to i, .. l t fJM 1' 0 16 3 ,-7 / P T r r, .-'. J -, •. ,,h 1 •! - of � `, S ' '.. t, •_ - .... a rlll t P / !. 4 1 i `t ' ,l LEGEND zi a}: .Rr: CERTIFIED :•, PLOT PLAN EXISTING SPOT ELEVATION OAO t.Lf t '} 70 U R . — - I sunk<i ,,; L c T / Aca�A'A/ttij ft✓� } F I td S'N E D SPOT E L E V 61 T I 0 N 2246111 FIN I:SHED,, CONTOUR 0 -- - 'o�`�G/ST `� �/ • '�� / 1 Fss'ONAL�..�� 4 APPROVED 90'ARD OF HEALTH } d' f � a o S 5 ty DA; E . AGENT - -- , S;;ALEa � ,,-�� O' DATE V 17'' L & RE OCHE E!1/GlNEERING CO. INC f i CLIENT ./4,v 1. s� "s I CERTIFY THAT <THE. PROPOSED' �2EOISTE REC� ' ` rREGiSTERED 7 D k—D EEUiLR=1N.Q SHOWN "1 ON ' THIS P,L'�Id 's' ' J08 NO. ._`�:__ CIVI.I:;. LAND - CONFO•R�S TO THE. ZOPIIN6 t ASS E.NGINt ERS' SURV_ EYO.,R DR, �` �) ��_ OF B`�ARNS 8 E M SS ;t - - --- ► M11 " ' T� MAIN ST. CH. BY S(I �tMp, . ', 1 MASS. NYANNI MASS. 2... . //� i. ' �a h ° SHEET _ OF __.....___ DATE EG. LINO SUi�VE:YO.F' t'�> }'.. W T ''�E S�PT/r' T /</F E/TNER D� in/G PIT .4RE /"TURF TNf' ,a2"-�ELOJ�V rv= /O.FT MIN - -- f+ kAOE, 24"O/.4M ETER G"oiyC� r ':E COVER' J.-SJ,IALL BE /3.ROUGNT .T'O �RAVE.�.�: '+',.Fir7"Ri9 _ CONCRETE 0� i 4'PI/C P/PE iv A1/Y CA ST M//V. PITCH COXERS _ _ _-o _.__ !.. CO UCAE TE _ AlI_ — i „� GR.�oE V,Er-- -� CLEAN -SAND IRON P/P£ C Fi 7� o o OF /�B. b• M/N. P/TC// SAL ' e e pl o 0 0 • o e e p mi i4' Rem t•r.. _ SFPT/C rAA//<;. UIST, WASHED STt?/yE ' D A I ® of 0 0 _ a o • 0 0 ® h 'y q ,'I I I � _ r4`I! � o p e o oEFFECT/VE" ��' ® !✓ASKED STONE - z'3,..;v : l r w. ° a A`I r e �EPT: o ® e e v,v�'o _ p ,� p � I 0 el • O 0 0 o I 1 O 1 0- _ - c a e c J o a e • o ® o e e D ° i n PiPECA5 T SEEP.4G E v o irod' o o a oeoe e bfo R17OR EQUI,V /N I/e�T E�E✓AT/ON S �,-y, _.�. �..�-- o p �7 i �x t //VY,ERT AT B[//L.D/NG^ 9 7.0 FT f /NL ET SEPTIC• TA N/C 9 6,S FT rE !'__i FT O/fJ { C SEE TfId:JLA.TJON OUTLET•SEPT/C TANK 9 /' •� FT. d //VLET U/STRi®UTION BOX 0 F'T. SECT/O/V OF GROL/No WA7Z-R 7A,94E OUTLETD/STR/BUT/O/d BUX .tS�� '9 FT. INLET LEACH//VG F�/7- �.��F7, .SE+� ACH ®�e�i�®eS6�) <L SK577�/�I f e. - L EACHsNG �I T 7A,641L.A T/ON SCALE %4 � = 7•�- O UIMENSi�ON �1 � FT. D,E.SIGe�/ Cf?/TER/A EIV,5/,OAT —� FT. I NUMBER OF ®EDROOMS _. OIMENS/ON C FT. �! s l GARBAGE®/SP0-5AL VA//T 50/Z- Z-O& TOTAL ESTIM.4TE0 f=LONV__3.3 �° G,4L �' S0/L VEST d*/ SOIL TEST#Q /NUMBER OF aCACPJING: /v/T, I `-FLEY. 97,. �-EL�t! �Z - pgTF OF SOLI TEST 15 � ' !� S/OE LEACH/NG PEit P/T __SC,7. FT. r i RESULTS' PV/7-Ao', D BY� n •? G'/�`/ /< l S ` 6UTTUM LEf9CN/NG PER P/T _ S(a• �T. �� r _ - — /2— I TOTAL LEAC'N//YG AREA b yU Ei A? & PE/t'C0.4A ON Rf4TE ,�/, CH SQ FT. rr : . a b 6 N+ F.�?L%!' pERCOLsAT/ON R.4T�'l�a' /+;TIN.!/NCH RESERVE LEACRING AREA- SQ. FT. l `j � , G CA Aw j`'`�j ass dv m -i C-_ ?�1 U 0'^, _ RUBCRT. 5fi?/V/� t__ 1P. y BUNIKIS - �fr✓, ---. - '. T _ .;I No.22162 O ,per Ago ersTGP a�: 5LDREDCrZE/UCa IAIZERIA/C ca,I Nc. t - 712 MA,//Y S T. 33 ND, MAIN ST. .._. HYAA/N/S Mr9 SS. SD. YAR/+10UT- M,4S3, �° ►'wfiev = . ®+ N0 0,TOVNO -V,4T'eR _A1C0U1NTEREO , -. A - .EL.H- 1106. NO_ i� O SfdEET_'�—OF may._.._._.-.��-�...n. _._s........+--.r. -� � • ` a O � r ■ r c a n a n R e s i d e n c e Addition to Dwelling 1045 Old Putnam Avenue Marston Mills, MA 02648 PROJECT No. 2012-903 4 Co - •NEW OR REVISED ISSUE c O1 O NON-REVISED ISSUE N F ru O y P N LIST OF DRAWINGS y a ARCHITECTURAL A-0 TITLE SHEET • • A-1 GENERAL NOTES,SYMBOLS,ABBREVIATIONS&SCHEDULES • • A-2 EXISTING&DEMOLITION PLANS&ELEVATIONS • • A-3 PROPOSED PLANS • • A-4 PROPOSED ELEVATIONS • • S-1 FOUNDATION PLAN,FRAMING PLANS DETAILS • • S-2 STRUCTURAL NOTES SECTIONS,STRUCTURAL DETAILS • • 1045 Old Putnam Ave. M SA S SAS Sakr VE.Y y\Ci ✓� �,,...r Fa, . MA ACHUSETTS USA Permit Set 09/12/12 ed 6 R ARST. Drawina Number � a (�*'G:'ae�' t John Albright a f C Il I t e C t u r e LOCUS MAPS .. a.n:i.i a.aia. A 0 SCAIP N.T.S. °a�M".a .w m.wmenn.+ro:w s omw., ABBREVIATIONS WINDOW SCHEDULE b AMC D. DRAINPIPE G. GAS PIPE M. NETER G.T. QUARRY TILE T.. ON <(M ANGLE DBL. DOUBLE OA. GAUGE MR. MOISTURE RESISTANT T.W. OF WALL NO. INFO. MFG.No. ROIOH OPNO.DAMP OPTIONS REMARKS OWNTITY ® AT DEP. DEPRESSED GALV. GALVANIZED Ms. MASONRY TYR TYPICAL C CENTERLINE DEPT. DEPARTMENT O.S. GRASSAR MAR MATERIAL R RISER A I CHANNEL DET. DETAIL O.C. GENERAL CONTRACTOR MAX. LAXIMUM RA. RETURN AIR 0 DIAMETER OR ROUND D.F. DRINKING FOUNTAIN GF. GROUND FACE NEON. MECHANICAL R.O. RADIUS IN. UNDERCUT B PERPENDICULAR D.H. DOUBLE HUNG GR. GROUND FAULT WED. MEDIUM RD. ROOF DRAIN UHF. NRNSKD F NUMSERORPOUND OIA. DIAMETER RECEPTACLE MEALS NE MEMBRA REF. REFERENCE LOA. UNLESS OTHERWISE CRECTMOFW000 DIM. DIMENSION G.O. OAS GATE MET. METAL REFR. REFRKMRA NOTED C GRAIN DISP. DISPENSER GA.V. GAS GATE VALVE (1.0 MFG MANUFACTURER RED. REGISTER UR. URINAL P PLATE OR PROPERTY Dry. DIVISION CA.) W. MAMROLE REINF. REINFORCED 0 UNE D.M.N. GRAIN MANHOLE al. GALVANIZED ROM MN NMMUM MO. REQURD W1 WITH DIRT. DEMOUNTABLE GL GLASS.OLMD MR. MIRROR RESIL RESIUENT VB. VAPOR BARRIER E .. ON. DOWN 0, GROUND NBC. NSCELLANEOS RET. RETURN VCT. VINYL COMPOSITION 0.0. DOOROPENNG OR GRADE MUD. MOLDING REV. REVISION TILE DP. ONAPWROOFING am. GRAMM M. MILLIMETER RFG. ROOFING VERT. VERTICAL F Al C AIR 0010 OMNG DR. DOOR O.V. GATE VALVE M.O. MASONRY OPEMNG RFL REFISCTD VEST. VESTIBULE ABV. ABOVE ORN. CRAIN GWS GYPSUM WALLBOARD MOD. MODULAR FIN. RIGHT HAND VD. VERTICALGRAIN p ACOUS. ACOUSTICAL as. DOWNSPOUT GYP. GYPSUM W. MOUNT(EDU,(INX) RM. ROOM VAN. VINYL A.D. AREA DRAIN on. OETAIL MIL. MATERIAL R.O. ROUGHOPENING V.J. V40NT ADJ. ADJUSTABLE ONG. DRAW" MALL. MINJON ROWRIGHT OF WAY VNR. VENEER G A.F. ABOVE FLOOR OVOB. DRAWINGS He. HOSE BIB RVS. REVERSE VIM. RMIDULRE A.F.F. ABOVE FINISH FLOOR OWR, DRAWER N.C. HOLLOWCORE RVT. RIVET VRS. WNY.REDUCERSTRIP M AOGR. AGGREGATE MD. HEAD N. NORTH VT. MWLTtLE AL. ALUMINUM HOF. HANCCAPPEDDRINKRJO NAT, NATURAL - AL.OL ALUMNUMI GLASS E. EAST FODUWAIN NJ.C, NOT IN CONTRACT S. SOUTH ANON. ANCHOR EA. EACH HOR. HEADER ND. NUNSER SAN, SANITARY IN T A.P. ACCESS PANEL E.S. EXPANSON SOLT HOIN. HAFDVVNM NON. NOMINAL S.C. SOUDC13M W WITH J APPRO%.APPROXIMATE E.J. EXPANSIONJOINT HOWD. HARDWOOD NR NOISE REDUCTION SCHED. SCHEDULE W.O WITHOUT ARCM. ARCHITECTURAL EL ELEVATION NOT. HEIORN NRC NOISE REDUCTION B.D. SOAP DISPENSER W.B. WOOD BASE K ASS. ASBESTOS EXEC. ELECTRICAL M.N. HOLLOW METAL COEFFICIENT SECT. SECTION W.C. WATER CLOSET ASRH, ASPHALT ELEV. ELEVATOR HNDRL. HANDRAIL N.TB. NOT TO SCALE S.F. SQUARE FEET WO. WOOD AUTO. AUTOMATIC EVER, EMERGENCY NORIZ. HORIZONTAL SRI SAFETY GLASS WIG. WIRE GLASS L E.W. ELECTRICAL MANHOLE HP. MMAXCAPPEDPARKHNG M. SPRINKLER HEAD WA.V. WATER GATE VALVE ENCL ENCLOSURE HPT. H A GMPONT OA. OVERALL sm. SHOWER 1D'C M e. BOLLARDLIGHT& E.O.S. EDGE OF SLAB MR HOUR CC. ON CENTER SAT. SHEET WM. ALL HUNG BASE to-So E.P. ELECTRICAL HHTG. HEATING O.D. OUTSIDE DIAMETERI SHTH. SHEATHING W. WROUGHT IRON M SO. BOND PANEIBOARD H.VALC.HEATING,VENTRATINO, DIMENSION SIM. SIMILAR WIN. wfIDOW BEL BELOW EO. EQUAL MRCONDMONOD OFF. OFFICE S.L. SLEEVE M. WREWSH SIT. BLTMIMOUS EDP. EQUIPMENT HWH MOTWATER HEATER O.N. OVERHEAD SLNT. SEALANT WP, WATERPROOF NOTE:CONTRACTOR TO VERIFY ALL DIMENSIONS AND INSTALLATION PROCEDURES WITH MANUFACTURER. BLDO. BUILDING EST. ESTIMATE HYD. HYDRANT(1B'DA.I O.P. OILPIPE S.W. SEWER MANHOLE WP. ATERPPE R.O.DIM FOR DUAL UNIT OOUSLE HUNG WINDOWS INCLINES AN ADDITIONAL W IN WIDTH FOR STUD SLK. BLOCK E.W.C. ELECTRICALWATER OPO. OPENNG SAM. SANITARY NAPKIN WPT. NGPOINT BLKG. BLOCKING COOLER OPP. OPPOSITE DISPENSER WBCT. WAINSCOT POCKET PER MANUFACTURERSM. SEAM EXCA, EXCAVATE I.D. INSIDE DIAMETER OPP.M. OPPOSITE HAND S.N.R. SANITARY NAPKIN WT. WEXwr SOT. BOTTOM EXH. EXHAUST DIMENSION OVHD. OVERHEAD RECEPTACLE W.W.F. WREFABRIC BR BRONZE EXIST. EXISTING IN. INCH O.W.J. OPEN WEB JOIST SP. STEAM PIPE SRKT. EMMET EXP. EXPANSION INCH. INCINERATOR OZ. OUNCE SPEC. SPECIFICATION SENT. BASEMENT EXP. EXPOSED INCL. INCLUDE(S) SPKR. SPEAKER BRIO. BEARING EXT. EXTERIOR INSUL. INSULATION SPL SPECIAL DOOR SCHEDULE BRK. BRICK INT. INTERIOR PAV. PAVING W NG S0. SORE B.U. BUILTUP INV. INVERT P.C. PRECAST CONCRETE S.S. STAINLESS STEEL BULL BULLETIN FA. FIRE ALARM PCF. PUNlX;mRCUSIC BeK SERVICESINK CAS. CABINET FS. FACE BLOCK FOOT SAP. SANITARY SEVER PIPE NO. MFG. MFG.NO. SIZE GLAZING REMARKS CAT. CATEGORY F.D. FLOOR DRAIN JAN. JANITOR PEED. PEDESTAL STA. STATION Co. OORNERBEAD.CASINO FOR. FOUNDATION is. J-SEAD MFF. PERFORATED STD. STANDARD WIDTH HEIGHT THICKNESS SEAR FEC. FIRE EXTINGUISHER J.C. JANITOR 0.05ET PFB. PREFABRICATE SR STEEL CS. CATCH BASIN -M`NET if, JOINT FILLER PJ.V, POSTIDICATORVALVE STC SEATING 01 OEM. CEMENT FS.e. FLARED END SECTION Jet JOIST PL. PLATE WON. STORAGE CER. CERAMIC F.F.E. FINSHFLOCR R. JOIN PLAN PUASTCLAMIINTE STRL STRCTURAL C.F. CUBIC FOOT ELEVATION NAB. PLASTER SUISP. SUSPENDED 02 C.G. CORNER GUARD F.H. FLAT MEAD ASS, PLUMBING SYN. SYMMETRY(ICAI.) C.I. CAST IRON FN.C. FIRE HOSE CABINET KIT. KITCHEN FUR POUNDS PER UNEAR SYS. SYSTEM 03 CJP. CAST IN PUCE FMMS FLATHEAD MACHINE KO. KNOCKOUT FOOT CA CONTROL JOINT SCREW K.P. KICK PLATE PLYWO. PLYWOOD 01 CK. CAULK FHWS FLATHEAD WOOD PM. PRESSED METAL T. TREAD CLO. CORING SCREW POL. POLISH D T.W. TONGUE AND GROOVE CLO. CLOSET FIN. FINISH(E) L LENGTH PR. PAIR T.B. TOWELSAR Be CMU. COMORE MASONRY FL FLOOR LAS. LABORATORY PROW PRECAST T.B.M. TEMPORARY BENCH UNIT FLASH. FLASHING LAM. LAMINATE PSF POUNDS PER SQUARE MARK 08 CNTR. COUNTER FLUOR. FLUORESCENT LAV. LAVATORY FOOT T.D. TOWEL DISPENSER COL. COLUMN F.O.0 FACE OF CONCRETE LH LEFT HMSO PST POUNDS PER SQUARE TEL TE OEMCOMPRESS ED).DOGV, LEPHONE COMP. COMP FAS.. FACE OF STUD LKR LOCKER INCH TEMP. TEMPERED FAF. FACE OF FINISH LL UVELOAD PT. POINT TER. TERRAZZO CONC, CONCRETE M. FIREPROOF( ING) LP. LIGHT PANE. PTD. PAINTED T.H. TISSUE HOLDER DOW, CONNECTIONFP. FIREPROTECTONPIPE L.P.S. LIGHT POLE& P.T.O. PA=TOWEL TIN. TICK GENERAL NOTES: CONSTR CONSTRUCTION FPL FIREPLACE BABE 1.0'30. DISPENSER TR. THRESHOLD COAT. CONRNIIOLS M. FRAME L.PT. LOWPDINT P.T.DJR COMBINATION PAPER T.O.C. TOP OF CONCRETE CONRL CONTRACTOR FS. FULL SIZE LT. LIGHT TOWEL DISPENSER T.OS. OFSTEEL IT SMALL BE THE RESPO IRLITY OF THE CONTRACTOR TO ADHERE TO THE FOLLOWING: CORP. CORRUGATED FT. FOOT OR FEET LTL UNTEL DISPENSERIRECEPT. TP. OF PAVEMENT C.S. COUNTERSINK F.T.F. RMSIHTORMSH LVR. LONER PTN. PARTITION TP.D. DILET PAPER 1.CHECK AND VERIFY DIMENSIONS,AS WELL AS EXISTING CONDITIONS AT THE SITE.LAYOUTALL WORK PRIOR TO C.T. CERAMCME DIMENSION PT.R. PAPER TOWEL E'ER CONSTRUCTION.(FORM THE ARCHITECT OF ANY CONFLICTS PRIOR TO CONSTRUCTION. CTT. CENTER FRG. FOOTING RECEPTACLE 7PID. TOILET PARTITION 2. CTSK COINTERSUN( FUR. FURRING PVC. POLYVINYL CFLORIOE M. M O THE INSTRUCTIONS R ACTOR BHWE I NE HE WORK IN GREATER DWAS- R TO I TONAL DRAWINGS.PERPROGRESSOFTHESPECIFICATIONS. C.Y. CUBIC YARD PUT. FUTURE PVMT. PAVEMENT T.S. OF SUB W K.T E GENE S L OUREDM DEFINE THE NARK W D WI T A DETAIL,OR TO PERIL THE PROPER PROGRESS IN THE NARK(.THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY WORK NOT CLEARLY MID CONSISTENTLY DEFINED IN DETAIL IN THE CONTRACT DOCUMENTS. 3.ELECTRICAL AND LIGHTING SYMBOLS PLAN KEY RULES.RE OFTIENS,GENERA OWECO CONTRACTOR N FULLY INFORM HIMSELF ASTO THEWORK UNDER THISCODOCUM NTS,CONTRACT TSMAL IN LAWS. RULES,REGULATORS,CODES.AND SITE CONDITIONS WHICH WILL T"RESPECT THE WORK BID. R THIS CONTRACT SHALL IN NOWAY RELIEVE THE GENERAL PONiRACIOR FROM ANY OBLIGATION WITH RESPECT TO UB BID. 4.1T 61ALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR TO CHECK RULES AND REGULATIONS GOVERNING THE WORK ON THE PREMISES. O INCWOESCENTRECESSEDDOWNUGHT -®VOICEAOATAUNE Ol NEW DOORS ULLEBS OTMEMNISE B.COMPLY WITH FEDERAL STATE AND MUMCEAL ORDINANCES INCLUDING,BUT NOT UNITED TO THETOWNOFMARSTONMLLS NOTED AND THE STATE OF MASSACHUSETTS SULDKNG CODE(CURRENT ECTOW THE REGULATIONS OF AUTHORITIES HAV0I0 IN DEODReTWEINCANDESCENTE%TERORLOHT -�CASE LINE JURISDICTION OVER CONSTRUCTION OF THE PROJECT SHALL APPLY TO THE CONTRACT THROUGHOUT AND ARE TO BE DEEMED Tq INCLUDED IN THE CONTRACT. K3 PANASONIC MN02(FANNGHT) O SMOKE DETECTOR(/LARD WIRED) S.1TE CONTRACTOR SHALL BE REBPOSIBLE FOR RUNG DOCUMENTS NRM THE REQUIRED REGULATORY AGENCIES,PAYING DVBTR/p WALLS TO RELATED FEES,AND OBTAINING REQUIRED APPROVALS AND PERMITS. ®PANA60N0 FV07V02ffAN✓) Q JUNCTION BOX ---- BE REMOVED T.TIEOWERLWTHO INVAUDATROTHECONTRACT.OAYORDER GRANGESWTMNTIEGENERALSCOPEOFTIECONTRACT DELETIONIS OR OTHER REVISIONS. CT SUM AND THE CONTRACT TI SMALL BE RECESSEOINWDEBCENT WALL WASHER —I DOOR BELL NEWWAILS(m) ACIUBIECONSISTING OF D ACCORDINNGLOMANGE IN WORK SHALL BE AUTORIZEDDBBYYAA CHANGE ORDER AND SMALL BE PERFORMED UNDER 6 SWITCH -0 BELL X APPLICABLE CONDITIONS OF THE CONTRACT DOCUMENTS. S.THE GENERAL CONTRACTOR SHALL COORDINATE ALL CUTTING.PATCHING,TRENCHING,FUND.ETC..NTH THE WORK OF BS THREE WAY SWITCH OVER VANITY INCANDESCENT FIXTURE �� DO WNG SfONOOA9 TO ALL TRADEB. BE REMOVED B.THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO THE WORK AND SMALL NOTIFY SR CANER SWITCH 1K8 OR IS 2-TUBE SURFACE MOUNTED T-S THE ARCHITECT OF ANY DISCREPANCIES BEFORE NEW WORK IS WARTED. FLUORESCENT FIXTURE 10.ALL ELECTRICAL MECHANCAL.AND PUSHING SYSTEMS STALL BE COORDINATED WITH ALL ARCHITECTURAL DRAWINGS BY _0 DUPLEX OUTLET It_.� NEW WINDOWS THE GENERAL CONTRACTOR.NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN WORK. j DOUBLE DUPLEX OUTLET }} EXTERIOR FLOOD LIGHT NTH MOTION DETECTOR O III CONTRACTOR TO HAVE TELEPHONE ON SITE AT ALL TIMES. E EXTERIOR DUPLEX OUTLET 2.CONTRACTOR TO BE LICENSED BY THE STATE OF MASSACHUSETTS. DOUBLE OUPLFX OUTLET In SWITCHED EXISTING FOUNDATION WALL 13.THE GENERAL CONTRACTOR TO NOTIFY ANY STATE AND LOCAL UTILITIES PRIOR TO 13EGINKNO ANY WORK. - 0.I. Q WATERPROOF SHOWER LIGHT , GROUND FAULT INREPoDPf OUTLET _ jp RECESSED 7RACKLIOHTING NEW FOUNDATION WALL ELECTRICAL NOTES: UNDER CABINET LIGHTING SYMBOLS -ALL RECEPTACLES.VOICE,DATA AND PHONE OUnETE ARE TO BE MOUNTED AT A HEIGHT OF 1 W A.F.F.UNLESS NOTED OTHHERW W. •ALL SWITCHES ARE TO BE MOUNTED AT A2'APF.UNLESS NOTED OTHERWISE. ALL RECEPTACLE.SWITCHES AND COVERS ARE TO BE WAUTEN"M(OR TO MATCH EXISTING). 4 TO BE H�MO�NCONT RACTOR SHALL OODRCNLTE LOCATIONS OF ALL OUTLETS WIEECTMCAL DRAWINGS. RED 1 SECTION,ELEVAIIONNUMBER SHEETNUMBER $<�lINTERIOR ELEVATION NUMBER SHEET NIMSER ROOM NAME 1 KI-Q--II ROOM NUMBER FLOOR F00SM I..I.�PARTITION TYPE BADE TYPE 7 DOOR NUMBER WINDOW TYPE Notes, Abbrevatlons & WALL RNISH DESIGNATOR Schedules LA John Albright 019•' Drawing Number: a r r c ehent l.e i t lLn e �+ A- 1 lael a c eLu r - T o.rm lA-.IPA A.,romnro Aw..•rmmoe.wn - aw.aKlr ml. mww•a... .. Pm:emA.rzmG 2 A4 42•-0" 2 24'-0' '-B 12'-2' B'-2° T-7' S'-6" _.-----._ 'r -0` 4'-6' 15'-0" 4'-6" r- -------._ r---- -__- -I i-_.-----_ � E iluSO3HNl�TTr3l DB E TW S/E,— EN EDCOLLARTIES— r. CAT— BREEZEWAY BREEZEWAY 2-0-1 I �U / Ir =------ — I — — i IS ------_J - _. D 2 qp C \, —PROPOSED UTILITY PLAN 42—0' ELECTRICAL AND LIGHTING SYMBOLS PROPOSED FLOOR PLAN o �w4n10 NTREC�R "°-T"o RO1. 2o02M A19(40W 2013M Meth WMe RD2. 200M AM(W" 201NM Nato WJb RD 3. 200 m M(70" 2M3 N IMILe 01CANDESCENT RECESSED 00OMUGHT(S12 M.Td" Frame IM Lamphy Refx r IRDt. 2002P1 A19(40W) 2DINJH Natty VJJrB ROOF CONSTRUCTION: ROOF CONSTRUCTION: S.2 ARCHITECTURAL ASPHALT SHINGLES ARCHITECTURAL ASP HALT SHINGLES a DECORATNE INCANDESCENT EXTERIOR LIGHT ROOF IS CONTINUOUS ALONG THIS 2 OVER(2)LAYERS 150 ROOFING FELT OVER(2)LAYERS 1ST mm ROOFING FELT By 4-Re bCN�b AREA ON 12•EXTERIOR GRADE PLYWOOD ON 1/2'EXTERIOR GRADE PLYWOOD ON 2c12 WOOD ROOF JOISTS R3B ON 2s12 WOOD ROOF JOISTS wl R38 3 MTOH LUTRON PADDLE // BAIT INSUL,TYP, BATT INSUL,TYP. S R DIMMER SNITCH-LUTRON DIVA SLOPE TRANSITION EXTERIOR DUPLEXOUTLEf DUPLEX OUTLET DOOR BELL BUTTON , / \ -0 BEWCIeME APEyJ UP RAIN ONERTIM / ❑ -UUUVVV L PS'OVIO CONTINUOUS RIDGE BoFm vNmro NArcH TYP.,OPv. \ 91M. ' PROVIOE CONTINUOUS RIDGE VENT 3'V ICE 6 WATER SHIELD SOFFIT VENTS TO MATCH EXISTING, TYP.,OPP.SIM. _PROPOSED ROOF PLAN Proposed Plans John Albright Drawing Number: architecture A-3 alaenuer a..l4n �„�,,, - o..•x� a.A,m,.m 7'-11 W-9, 9'-9- 7'-6- 42'-0- I • 12'-1. 8'-2" T-7' 5'-6' - III tt'-Zkt' a'- It, a •. F �Aa ----- N b gp �F, __ o _--8A8FMENih I io .�v ar;dlmNn e�aoNa» iD 4' I 1p a 142-0•. •;I 6'-3' 7'-10' -71 •_f0' 8'-6' EXISTING FOUNDATION PLAN EXISTING FIRST FLOOR PLAN EXISTING ROOF PLAN Height Above Grade Ridge Height Above Grade Ridge Height Above Grade Ridge Height Above Grade 18-0" 1S-0" 1S-0� - - _ W-20 - - First Floor Fln Ceinn First Floor Fin Cein First Floor RIM — __ —— - - First Floor Fin Calling --- T41/7' T4 1/2" T4 tn' r41/2• -- — Oob. First Fluor Fin FIB FlPat Flow Fin Floor first Floor Fln Floor,� - - FlrBt Floor Fln Floor -- —- — -- --- called 0-0• -- -- Caged 0'-0• caned 0'o"v - = Ce11Z 0-0tr-0'p - II ------ II II tl II II II II 11 II II II II II II II II II II II I II II II JJI I yyI 14h I Icc I I 11 I I I lI EXISTING WEST ELEVATION EXISTING EAST ELEVATION EXISTING SOUTH ELEVATION n EXISTING NORTH ELEVATION Ridge Height Above Grade Ridge H t Above Grade Ridge Height Above Grade DEMOU'nON NOTES 189" 1G'-0" 1S-�" �— - _ R SHALL BE THE RESPONSIBIUTYOF THE CONTRACTOR TOADHERE TO THE FOLLOWHG: A - 1.ALL WORK 8HI1LL COMPLY WITH THE RULES AND REGULATIONS OF THE DIVISION OF INDUSTRIAL SAFETY AND ALL OTHER --- ___ LOCAL.STATE AND FEDERAL AGENCIES AND AUTHORITIES HAVING JURISDICTION. Flrat Floor In Calling First Floor Fln Celli First Floor Fin Celling,N= - -- 2.08rAIN AND PAY FOR ALL PERMITS REQUIRED TO PERFORM THE DEMOLITION W KAS REQUIRED BY ALL AGENCIESAND �t T4 1n' T4 tn• T4 to" M-0 lam_j - MR MOVE BD SALVAGE JURISDICTION. � � ].REMOVE ANDVINO JEDEBRIBFROM THE BriE A9RACCUMUTATES.00 NOT STORE SELL,BURNOR OTNERNISE DIIiPOSE OF iuwu _ r_ ___ -� DEBROONTHE SITE REMOVE ALL MATERIALS IN SUCH A MANNER AS TO PREVENT SPLLAGE KEEP ALL PAVEMENTS AND AREAS - � ADJACENTTOAND LEADING FROM THE SRE,CLEAN.AND FREEOFMUD,DIRT,AND DEBITS ATALL TOMES.ALLMATERIALS SHALL BE DIBPOSEDOFINA LEGAL MANNER.SORTOEBRW FOR RECYCLING TOTHE EXTENT POSSIBLE Frst FIOOrFln Fl�r Flrat Floor Fin Flaw First FloorFln Flow _ ____=�1 a.CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR ALL TONM OF MARSTON MILLS REQUIREMENTS FOR THE lled0,-o (rw CaRed triO.1Y-O" ____-___ PROTECTION Of PERSONS.PROPERTIES,TRAFFIC CoNTROL,BARRICADES.Ere. ------ 11 a 1 11 JWJI S DO NOT CLOSE OR OBSTRUCT THE MEANS OF EGRESS,CORRIDORS,OR OTHER OCCURED OR USED SPACES OR FACILITIES I I( I I I 11 I I WITHOUTTHEWRITTEN PERMISSION OF THECIYNER ANDTHEAUTNORRIES HAVINGJURISDICTION.DO NOT INTERRUPT I I I I I I UTILITIES IMTHOUT THE WRITTEN PERMISSION OF THE AUTHORITIES HAVING JURISDICTION.IF NECESSARY PROVIDE I I I I I TEMPORARY UTILITIES. B.CEASEOPERATION IF PUBLIC SAFETY OR REMAINING STRUCTURES ARE ENDANGERED.PERFORM TEMPORARY CORRECTIVE MEASURES UNTIL OPERATIONS CAN BE CONTINUED PROPERLY. T. INCOMPANVQF THE ARCHITECT AND M OTHESEANDERIFTHE EXTENT HEEXTENT AND LOCATION SELECTIVE DE REQUIRED PRIOR TSTARTING HE WORK IEFULLY IDENTIFY THE UNITS OF LOCATION DEMOLITION. MARK INTERFACE SURFACES AS REQUIRED TO ENABLE THE WORKMEN TO ALSO IDENTIFY THE ITEMS TO BE REMOVED AND STORED, WEST ELEVATION-NO WORK EAST ELEVATION-NO WORK 1p DEMO SOUTH ELEVATION A�W�L�TNERFNBTOTOPRE LEFT INPLAQEINTAGT- 8.USE MEANS RKBEI CAPER PREVENT DUST FROM BECOMINGA NUISANCE TOOTIER OCCUPANTS wTHE HOUSE,AND 70 ANYEXECUTE WORK BIND PERFORMED. 11..INTHE EXECUTE OF DEMOLITION WORKTOENSURE THE SAFETY OF PERSONS ANDOLISHED.PROPERTY AGAINST DAMAGE BY70TH. APINTHEEVENTOFDEMOLITION N ADDITIONAL HOT SOOSTTO THE TONE DEMOl18NE0,PROMPTLY ITERATE SUCH ITEMS TO THE AP OF THE ARCHITECT AT NO CONDITIONS AS COST TOTHEONNER. 11.SHORE AND BRACE EXISTING CONORIONSAR REQUIRED FOR REMOVAL OF EXISTING CONSTRUCTION OR INSTALLATION OF THE NEW IAORIL 12.COORDINATE THE REMOVAL.RELOCATION,REPLACEMENT,RE-USE.SHUTOFF.STUB-0 F.CAPPING-OFF OR UPGRADING OF ALL EXISTING PLUMBING HVAC,FIRE ALARM,SECURITY AND ELECTRICAL SYSTEMS.EQUIPMENT.AND APPURTENANCES- Ridge Height Above Glade A INCLUDING,BUT NOT LIMITED TO,UTILITY LINES,DUCTS,CONNECTIONS,PANELS,VENTS,FANS,ELECTRICAL BASEBOARD NEAT. 16,2.P - - - PIPING.DEVICES.CONTROLS,LARCHES,OUTLET8,ANDCONWR DURING THE PHASED CONSTRUCTION AS REQUIRED.AS may, SCHEDULED OR AS SPECIFIED IN ACCORDANCE WITH ALL LOCAL,MUNICIPAL,AND STATE CODES. MATERIALS AND IN IS. SHALLCOMPLYWTHA LAL REMOVE APPLICABLEOSHAREGULYDISPOSE OF ALL ASBTOS IATIOKSANDALCOTHHEF FEDERAL STATEGAND LOCAL GUIDELINESINO SO First FlLJorFinCellln --_— -REGARDINGASBESTOSCONTAININGMATERIALREMOVALANDDISPOSU- r41n' -- First Floor Fin Floor Celled T-0" - - — --- II II II II II II II 1 H ELEVATION-NO WORK A_2 NORT Existing & Demolition Plans & Elevations I°•°rI."John"Albright� °Le.9 Drawin Number architecture m A-2 TE - o.a Pc Nu .. .• a HPe ro• PROVIDEATnc VENT _ wON a}SOFFITS _ PRDHIDE CCNi.RIDGE VENr _ w Rldpe Hel�lt Above Glide PROWDE RNNOWERTER - V 15-8• ARCKTECTURAL ASPHALT Nev/ B M Above 6rBde SHINGLES 15�' PROVIDE UGHr BLOM TVP _ New Addilon Poi.Calling-- - i RAKE DETARS ro NAICH EAI6TIND,IYP Td 1/YFLet Floor Fin.Celft ® ❑ ❑ ❑ ❑ SOFFIT VENfB TO MATCH ow .'Ow Sew E%GSTING.TYP S'•• GVM aOM BV'H COWER80APDSro TCH ® ® ®r ® S _ S MI1VNrOOW ITTIM TO AAATLIi . - — PJSSnOG CEDAR SHINGLES.MANIlF a COLOR TO IMlgi ELOsnNo First Floor Elevation -- — SYNT1EMCTAPEREDCOWMNS _ - - {p-11• 6YNRM TAEADS a RISERS SCONCIETE PAD SKW I I ( 1 PROPOSED EAST ELEVATION I �———"-——— — Ridge Height Above Guede _ _ _ _ _ _ _ IPr�VENT Now Ridge Heigh Above Grade PROVIDE ATRCVENT p - 15$• WNYLSIDING,MAJNWa OLORTO 5 ❑ New AddltlgrL Fin.Celina O:W $ sATc H EJ(ISTNG T4 ,g AaT EXISTING, roMA MATCH a -- E>B6TIr%3,TYP EIMnn Fast Floor Fin.CeAmm ------ T-41rr - - - - - - - - 80FFRVENrsroMA1CH ❑ - — NINDOW TPoM TEXISTING -- �i -- CORNER BOARDS ro LATCH EXISTING A A Ensnrza -- O/ PROVIDE CRAVASPACE VENTING — First Flow Elevation - 01-01 V V PROWDELDHTELOOKSPRAUM. I SYNTEnC TREAM a AMERS l SCONDES.TYP CONCRETE PAD ----__--_—__--- �--___--_—� I I � II II 11 FRONT ELEVATION 2 I I I Ridge Height Above Grade AUGNALL SOFFITS Ridge Height Above Grade NEWCONBTRLIC ON 15'4r _ ARartECTI uASPwVLT _ _ _ eErorm New Rklae Height Above Gtede SHINGLES 16�• -- New sreazewal Fin.C I T-10• RAID:DETaIS TO MATCH New Brsewwa FM.Colin - GIs __-_ EwsnNG.TYP First Floor Fin.Calling — First Floor nCelling ❑ ❑ soPFTT VENTS roMATCH T-412' _- -- ---- _ CORNER BOARDS TO MATCH ----- _ EwsnNG • WNDMTRGMTOMAT FEWOONSTRUCTION ® ___— -- EASTING _ BEYOND -- PROVIDE CRAVIIMACE VENTING -- _First Floor 6evelan Rat Rom ElevatlgrT _—— o-tr I I I I I I I I II it II II II II II II _- - ---_ -- - ----- - - _.__- L� Proposed Elevations evations --- - - - - ---_-- ___ 3 PROPOSED NORTH ELEVATION q PROPOSED SOUTH ELEVATION John Albright T - DrewinoNumber. A4 ,ra=ro f A4 va=r-0 arch Itectu re ,Li` R /� . ...LI Io. �. .�.. • 1?OWB POR BA COAT\ SIaNG TO MATCH EXISTING,TVP, GENERAL NOTES AND MATERIAL SPECIFICATIONS VAPOR BARRIER BUILDING WRAP ALL WORK SHALL CONFORM TO THE LATEST COMMONWEALTH OF MASSACHUSETTS STATE BUILDING BASE MOLDING TO MATCH �y EXT.GRADE PLYWOOD EXISTING /—sHEATHINc lam\ CODE. ARCHITECTURAL ITEMS(WALL FINISHES, WINDOWS, EXTERIOR FINISHES, INSULATION)BY HARDWOOD FLOORING 2 x 6 WD.STUDS I6'O.C. OTHERS, 6ELECTION BY OWNER \ „T R-2D HIGH DENSITY BATT INSULATION EXISTING HOUSE BEYOND \`�� .3 3W SUBFLOOR GLUED&_, /-7HRU-WALLFLASHING PROVIDE CONTINUOUS RIOG THE CONTRACTOR SHALL EXAMINE ARCHITECTURAL, MECHANICAL, PLUMBING AND ELECTRICAL �RD �i� slalloto MATCH ExsTc ! �IrT 2 @ 2 x 12 RIDGE BEAM-ALL DRAWINGS FOR VERIFICATION, LOCATION AND DIMENSIONS OF CHASES, INSERTS, OPENINGS, SLEEVES, CALLED Oa J04MONNANGER DEPRESSIONS AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS. FIR STFLooR.FIN. i R,38BATT INSULATION \`I —r RIGID INSULATION ICES WATER SHI LD 38•UP PROVIDE CONT.METAL FLAMING THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD &WITH THE 1 —^2102x6 P:.BILL PLATE PROVIDE RAIN TER OVER ALONG ROOF EDGE ARCHITECTURAL DRAWINGS AND SHALL NOTIFY THE OWNER/ENGINEER OF ANY DISCREPANCY BEFOR —PROVIDE SILL SEALER STAJ7__ PROCEEDING WITH THE WORK. 2 x 12 ROOFRS,TYP.�,\\�� 12 •l $, R-30 FOIL BACK GATT INSULATION SIMPSON Ht CANE THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING&SHORING UNTIL ALL STRUCTURAL /I o ANCHOR TYP ATAT RAC WORK IS COMPLETE. Z. LATED CRAWL SPACE FULL ICE&WA SHIELD-- WORK \ / .i B0 m 7DSMOLI RAFTHIgvE 2 \� 2 x 4 COLLAR TIES®18°O.C. / LOADING- RESIDENTIAL CONSTRUCTION PER 780 CMR 3600: %�i,�/� •&t°.PuaE LIVING AREA - 40 sf LIVE LOAD& 10 sf DEAD LOAD I %\//"/ / RECONFIGURED EXISTING SLEEPING ROOMS 30psf LIVE LOAD&Opsf DEAD LOAD METAL GRIP EDGE 2xa SDTROUCTURALDNO E ERS PER DOORWAY-ELLIPTICAL HEAD 2xa ROOF- ZONE 2 - Pf= 30psf&10psf DEAD LOAD �j/j (2)#4BARs.Tov. ��"I�T DFmNO °ETAL .I-I• \,\. FASCW-MATCH E%1EXISTING .I.F. BOTTOM 8 MIDDLE 1 I PROVIDE JOINT KEYISEALANT FOUNDATION/FOOTING DESIGN IS BASED UPON AN ASSUMED SOIL BEARING PRESSURE OF 2T/SF. 6MIL VAPOR BARRIER 1'RIGID IN6UL. ------ VENT STRIP WmiINSECT-/ \^i` TUFFIDRY(OR SIM.)EXT.FDN.WALL SCPF04NG ALL EXTERIOR FOUNDATION CONSTRUCTION SHALL BE CARRIED DOWN BELOW FINISHED EXTERIOR al -SEALANTSYSTEM SOFFIT OVERHANG TO MATCH / GRADE TO A MINIMUM DEPTH OF FOUR FEET(4"-0") UNLESS OTHERWISE NOTED. BOTTOM 7COHCSLAB \ II / 8°CONC.FOUNDATION WALL �'M-'AF ELEVATION OF FOOTING SHALL BE ADJUSTED IF NECESSARY UPON THE APPROVAL OF THE S.E.R. TO B.O.FOOTING MIN.4'-0BELOWGRAOE NEW LOW-E DOUBLE PANE ��:\ �/� WINDOW-BFEWIINDOw - \ BEAR ON FIRM UNDISTURBED VIRGIN MATERIAL OR ENGINEERED FILL CAPABLE OF SUPPORTING A (CONr.)&2.4 KEY OR d4 SCHEDULE /�//\ 1rx 24°BARS®SIM CONC.FOOTING WITH 04 ° \ ' •, .."\;\/ . \ MINIMUM SOIL BEARING CAPACITY OF 2T/SF, IF LEDGE IN ENCOUNTERED,NOTIFY THE STRUCTURAL „ /\ DOWELS is;D.C. THRLYWALL FLASHM TYP \ ENGINEER OF RECORD. ° ., / COMPACTED GRAVEL SIDING TO MATCH F)OSTINO INEWOYPBUMWALLBOARD- UNDISTURBED SOIL b c� `o, BUILDING WRAP / ALL CONCRETE WORK SHALL CONFORM TO THE"BUILDING CODE REQUIREMENTS FOR REINFORCED O IM EXT GRADE PLYWOOD CONCRETE (ACI 318-02)" AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI ° (' r SHEATHINGS\ $ 301). P 2x6WALLSTUOs� S0 X ab SECTION DETAIL 4'-0"FROST WALL — R-20HIGHOENs ,\\ CONCRETE IN FOUNDATIONS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 RZOFOCiHDEI SmBION \ / DAYS. CONCRETE FOR SLABS-ON-GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF INSULATION 4000 PSI AT 28 DAYS. CONCRETE FOR ELEVATED SLABS SHALL HAVE A MINIMUM COMPRESSIVE / STRENGTH OF 5000 PSI AT 28 DAYS, ALL CONCRETE SHALL HAVE BETWEEN 4 TO 6%AIR \ ENTRAINMENT AND 4"MAXIMUM SLUMP. NO CONCRETE SHALL BE CAST IN WATER OR ON FROZEN f DOUBLE TOP PLATE TIiMTOMATC11EXISTING,TYP. NEW LOw-E INSULATED suaNG GROUND. r RIGID NB LATIONM MIST / 2.10 MUM MIST I GLASS ODORS CRIPPLE STUDS AT SYNTHETICFLASHING EM ANCHOR BOLTS SHALL CONFORM TO A.S.T.M. A307 16"O/C sYNrHEn°D � sYNrHETIc DECK 2 FULL HEIGHT STUDS HEADER CALLED V0 - CALLED" PROVIDE PRE-MOLDED JOINT FILLER AND SEALANT WHERE SLABS-ON-GRADE ABUT WALLS AND (LOAD BRG. WALLS) FIFlOOR ' COLUMNS. 1 FULL HEIGHT STUD 2 - JACK STUDS 2 x 8 PT PORCH FRAMING { \ FRA2xSMING (NON-LOAD BRG. WALLS) (LOAD BRG. WALLS) FRANANG BACKFILL AGAINST WALLS SHALL BE PLACED ALTERNATELY ON EACH SIDE IN 12"MAXIMUM LIFTS. 1 - JACK STUD _+_ \ R70 FOIL BACK INSULATION PROVIDE INSULATED Box BEAM' 4 DO NOT BACKFILL FOUNDATION WALLS WITH UNBALANCED FILL UNTIL THE FIRST FLOOR FRAMING (NON-LOAD BRG. WALLS) 9 \` l AND BASEMENT SLAB ARE COMPLETED. IF THE WALL MUST BE BACKFILLED PRIOR TO FLOOR m� 2�2x6Pr SILL CONSTRUCTION, TEMPORARY SHORING SHALL BE INSTALLED AND MAINTAINED UNTIL THE FIRST DOUBLE SILL SLOPE \ SLOPE CRIPPLE STUDS AT 4-CONCRETE;VAo PROVIDE SILL SEALER /�/�;' r \PROVIDE ANCHOR BOLTS PER MA { /U 4•CONCRETE PAD FLOOR FRAMING IS COMPLETED. 16" O/C \// /\\ .I,I CODE BOTTOM PLATE \///\��% VENnuTEDCRAWL SPACE REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING: 177 (A) ATSM 615, GRADE 60 FOR DEFORMED BARS(Fy= 60,000 P.S.I.) DOOR OPENING CONSTRUCTION SIMILAR ALL/ (B) WELDED WIRE FABRIC(WWF)REINFORCEMENT: ASTM A185 W NN BARS,TOP, ;%��• ij\/;/ BOTTOM&MIDDLE•�\'C��\��/ •I I s I I• �i.\�\\�� ALL CARPENTRY WORK SHALL CONFORM TO THE LATEST NLMA STANDARDS USING: SEE PLAN FOR JACK STUD QUANTITY FOR LARGE OPENINGS PRWmEJDIMKEYISEALANT \\X��i�; I-wLaO INsuL / y\y SPRUCE PINE FIR #2 KD,Fb = 870 psi(2x12)&E = 1.4 x 10^6 psi FOR DIMENSION LUMBER TUFF-NORY(OR SAL)OCT.FOIL WALL j/,.' p eMaYAPORBARRIER II :\!/ ELEVATION-TYPICAL WINDOW FRAMING SEALANT SYSTEM Fb = 2,600 psi(12"deep beams) &E = 1.9 x 10"6 psi for LV CeLL L's NOT TO acoNCFouNOATTonwALL ;/\/ zcoNcsLAe TRUSS OSTSsSHALL BE AS MANUFACTURED BY TRIM JOIST OR APPROVED EQUAL B GwN.s�BsowGRAOE % \/� ° NAILING PER TABLE 3606.2.3a OF THE MA STATE BUILDING CODE. R D 1rx24 x2CC CONC.FDOTNGWITH(8)!4 SUBFLOO GLUE BARB@BTA4(coNr.)aaaI1ET oaw AND NAILED TO DOWELS aIwo FLOOR JOISTS COMPACTED GRAVEL x DOUBLE—UP JOISTS UNDER PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. UNDISTURBED SOIL SET ALL FOOTINGS ON UNDISTURBED SOIL CONTROLLED STRUCTURAL FILL OR CLEAN SOUND DURABLE LEDGE PROVIDE CONTINUOUS ROWS OF BRIDGING BETWEEN JOISTS. LOCATE BRIDGING AT MIDSPAN OF FOUNDAT ON NAIL RIM BOARD TO ° ALL COMER BEARING CAPACITY OF PLACED 2 UNDISTURBED ED SOIL(OR COMPACTED FILL) JOISTS. TOP & BOTTOM OF r"° ALL EXTERIOR FOOTINGS SHALL BE AM MINIMUM OF 4'd BELOW FINISH GRADE. FLOOR JOIST .- - - 3.ALL CONCRETE SHALL HAVE A MINIMUM 2B DAY COMPRESSIVE STRENGTH OF 3,000 PSI. SUBFLOOR SHALL BE GLUED AND NAILED WITH 8d RING NAILS 0 12"O/C. 4.ALL REINFORCING SHALL BE ASTM ASI5 GRADE 60(FY-M KS0 / S.FON.EXTERIOR PERIMETER TO HAVE 1•RIGID INSULATION,INTERIOR TO HAVE r RIGID INSULATION ALL POSTS SHALL BE CONTINUOS THROUGH FLOOR FRAMING AND BEAR DIRECTLY ON THE 2-2X6 SILL OR SUPPORTING BEAMS. 2 SECTION THOUGH NEW BREEZEWAY PROVIDE JOIST HANGERS AT ALL FLUSH FRAMING WITH FULL LENGTH NAILS, ALL METAL RIM JOIST - TYP. DEPTH CONNECTORS/HANGERS SHALL BE AS INDICATED AS MANUFACTURED BY SIMPSON STRONG-TIE OR SHALL MATCH FLOOR JOISTS. APPROVED EQUAL 2-2x12 RIDGE BEAMTO BUTT AGAINSTPLYWOOD LEGEND/ ABBREVIATIONS RIM JOIST INSTALLATION DETAIL rNAILECDDXW NAILSWOOD PLATE o�Aa+ NOT TO SCALE WAY,BOTH SNOB TOC. = TOP OF CONCRETE(BOTTOM OF 2-2x6 TIMBER SILL) PROVIDE MN.I&-OF OVERLAP ON EA. BOF= BOTTOM OF FOOTING RAFTER TOS = TOP OF SLAB 1r lr SER = STRUCTRUAL ENGINEER OF RECORD ` U "A = VERIFY WITH ARCHITECTURAL WWF = WELDED WIRE FABRIC VIF= VERIFY IN FIELD yT UNO= UNLESS NOTED OTHERWISE `' a SIM. = SIMILAR GALV. = GALVANIZED NOT - F S.S. = STAINLESS STEEL Details EXIST. = EXISTING _ I EL = ELEVATION F 3 FRAMING DETAIL AT RIDGE e'lf John Albright o,o•. Drawing Number: architecture ti S-2 $ IjIII \ T S 2.4'-0' 2 7'-0' -- ------- -, ------- , ' ------- 1 1 m ® I 1 I I I I I L,-,I 4- K PRONDESEAM \ POCKET.OPP.SIML 1 I m?q o ------ -- ' I I �' a / 14'-0' 8U ORT FOR I PROVIDE BEAM r 1 1 BUNT-UP�EPA� ' I rxt eu T-u I --POCKET,OPP.SIM , x — — J— L— I L o� I 4 II � I I I I I I I I I t 1 I 1 I I v / I L--------- -- -- _-_ — PROPOSED FOUNDATION PLAN / 2 PROPOSED FLOOR FRAMING PLAN BUILT-UP BUILT-UP BEAM BEAM /T.O.S. - EL. .. a VERIFY IN FIELD _U %2 TYPICAL WALL 2 - 5 ADDIT'L 5 Y 3/ NOTE: SPLICES IN BUILT UP BEAMS SHALL REINFORCING # Yz"x10" TOP PLATE W/2—WO I OCCUR AT THE CL OF COLUMN - TYPICAL 2 1 END DETAIL LAG BOLTS, 4" LONG II 3" NOMINAL DIA. STANDARD STEEL WINDOW HEADERS axe Posy FROM `V SIMPSON LCC COL. CAP)P) PIPE COLUMN (SCH. 40 - 3 1/2" O.D.) PER NOTE URAL RIDGE TO TOP OF NOTES,TYP� FOUNDATION PAINT COLUMN BASE BELOW FLOOR — - LEVEL WITH 2 COATS OF ASPHALTIC PAINT& WRAP COLUMN WITH X" 1 1 I I I I 4 FOUNDATION ALL REINFORCING DETAILS EXP. JOINT MATERIAL WHERE IT I 8"X�"x8" BASE PLATE ON Y" SETTING PLATE ON ABUTS THE CONCRETE SLAB Y4" NON-SHRINK GROUT W/4-�"m ANCHOR BOLTS IS tz ate o.o.TYP— �x1?�i[4G" S-1 SCALE: 3/4" = 1'-O" 12" LONG& 3" BEND, 3" THREADED PROJECTION NO ERf ER - IF -— _ _ BASEMENT FLOOR �I ® F -—- Tx c nes _ (SEE PIPE COLUMN BASE PLATE DETAIL) a _ ti ----- _- - I 51/2' / -—-— 3 - 2xI O WITH TWO 2 - 2x10 WITH ONE o LAYERS OF 1/2" LAYER OF 1/2" N - PLYWOOD SPACER PLYWOOD SPACER tAL x I 1 1I -—-—-- - —- ALL 2x6 EXTERIOR & LOAD ALL 2x4 EXTERIOR &LOAD / - 14 BEARING WALL HEADER BEARING WALL HEADER r5 ELEVATIQN — TYPICAL BASEMENT COLUMN -1 SCALE: 3/4" = 1'-0" ABOVE ARE LS / -—-—- —- - AT ALL OPNGS UNLLESS OTHIERWISE NOTEID CAL ON FRAMING PLANS rx6'COS "TIES — TYPICAL EXTERIOR & LOAD BEARING WALL HEADERS - - — - - SCALE: 3/4" = 1'-0" 1 I 1J4" TIP. tg®ta•o.e..Tyl:`_- -�X]?®te•o.6, — 40 POST FROM 1e — — — _ '• / HEADER 2" 2' co Sn D, TYP. TYP. 3®2 x 8 POST FROM 3®2 x 8 POST FROM 16D NAILS ® 12" O.C. 160 NAILS ®12" 0 C " �� h �N FOUNDDNRTION FOUNDATIONNaoER ro � � (TYP. EACH FACE / 15" .I=-f % / STAGGERED) PROPOSED ROOF FRAMING PLAN ��"--8 S-1 va"=r-0 2• ,. PIPE COLUMN BASE PLATE DETAIL TYP. NEW TYPCAL M MEMBER TYP NEW BEAM MEMBER Proposed Foundation 2" 2" 5 1/2" 3 1/2" TYPICAL TYPICAL TYP. TYP. TWO MEMBER BEAMS THREE MEMBER BEAMS 16D NAILS 16D NAILS ® MBER BEAMS R) �@ 12" O.C. 12" O/C 3 - 2x1G WITH 2 - 2x10 YPICAL ILING AILS BUIL P B S t(TYP. EACH TWO LAYERS ONE LAYERFACE - OF 1/2" 1/2" PL STAGGERED) PLYWOOD SPACER0 S Te' SPACER0 t, n TYPf '- NEW BEAM NEW BEAM ALL 2x6 EXTERIOR &LOAD ALL 2x4 EXTERIOR &LOAD Tj MEMBER TYP. yP. MEMBER TYP. BEARING WALL HEADER BEARING WALL HEADER THREE MEMBER BEAMS ABOVE DETAILS ARE TYPICAL AT ALL OPENINGS John•Albright Drawing Number: TWO MEMBER BEAMS (FOUR MEMBER BEAMS SIMILAR) UNLESS OTHERWISE NOTED ON FRAMING PLANS architecture TYPICAL NA UNG DETAILS FOR BUILT UP BEAMS TYPICAL EXTERIOR&LOAD BEARING WALL HEADERS ........ SCALE:314'=1'-0" SCALE:3W'=5 _ ,m LOCUS DATA � ,,C CURRENT OWNER ZOHRAB ORCHANIAN \OF MASS� � � EDWARD s� PLAN REFERENCE LCP 38112-A \ \�\v�l 11 a A. N V STONE i P ,NCO DEED REFERENCE CTF. 119664 59 26�p s/oN ZONING DISTRICT RF ( C �� FRONT 30,' \ - /- SIDE 15 �' L 0 T 1 / REAR 15' \ FLOOD ZONE "C" 250001 ASSESSORS MAP 057 PARCEL 006001 / P2o \ \ �,� o No l$ \ \ `� 49.0' (057005006) LOT AREA 21,420t S.F. 905 \ \ \ w CERTIFIED `\ PLOT PLAN o \\ \\ EXISTING 36.8' 1 045 \ \ DWELLING Q PU TNA M A VENUE \ \ \ \ ad 4 IN ,p0 MARSTONS MILLS ` DATE: SEPT. 10, 2012 \ ��' \ EXISTING FORMER APPLICANT: \ 56.9 BREEZEWAY TO BE NEW Mr. ZOHRAB ORCHANIAN POSED ADDITION FOUNDAON \ �� NEW REMAINS RE NS�OF #7 2 DEXTER AVENUE \ 00, EXISTING WA TE R TO WN MA 02172 \ GARAGE JOB# 12-011 7 FOUNDATION SHEET 1 OF 1 \ \ 42.6' 149 \ \ (057006002) PREPARED BY: \\ �o� \\ pro 28 �-41 EAS SURVEY, INC. \ �� \ o 1 6 \ o N 3 P 141 R T. 6 A .\ \\ 0 20 30 40 LOCUS P. O. BOX 1729 J SANDWICH , MA 02563 �\ '� \ N \ GRAPHIC SCALE: PH. (508) 888-3619 \ \ 1 INCH = 20 FEET LOCUS MAP CELL )508) 527-3600 \ \ NOT TO SCALE: LOCUS DATA CURRENT OWNER ZOHRAB ORCHANIAN (� 3 - r / PLAN REFERENCE LCP 38112—A /! \ \ �. ti E �`/�� / P V NOEI: A. DEED REFERENCE CTF. 119664 - \ �60' - sTOrar / ^ ZONING DISTRICT RF FRONT 30 SIDE 15' // � ,. LOT REAR 15, / \ /0 / FLOOD ZONE "C" 250001 o ASSESSORS MAP 057 / \ �9p N PARCEL 006001 (057005006) LOT AREA 21,420t S.F. 49.0 CERTIFIED `� f PLOT PLAN 53.0' \ ` , 1045 `\ \ E1045 XISTING 36.8' co 0' \ DWELLING PU TNA M A VENUE cc \ \ z N MARSTONS MILLS \ ''- \_ ' DATE: SEPT. 10, 2012 \ EXISTING `✓ FORMER APPLICANT: \ 56.9 E BREEZEWAY TO BE NEW Mr. ZOHRAB ORCHANIAN , -s" PROPOSED FOUNDATION ADDITION 7 2 DEXTER AVENUE NEW ADDITION REMAINS OF \ oo= EXISTING WATERTOWN , MA 02172 � \ GARAGE JOB# 12-0117 \ <" FOUNDATION SHEET 1 OF 1 ` 7 \ 42.6' 149 \ . (057006002) PREPARED BY: `\ o' � `\ �, �, + �6��1 28 � EAS SURVEY, INC. 141 R T. 6 A 0 20 30 40 P� LOCUS P . O. BOX 1729 \ -y SANDWICH , MA 02563 `\ '�' \ QJ \ GRAPHIC SCALE: N PH. (508) 888-3619 \\ \ t 1 INCH = 20 FEET LOCUS MAP CELL )508) 527-3600 �. NOT TO SCALE: