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70-92 BOSTON STREET - ZONING a 5heet Lilt-TownFlomes vxaEcrxwE Sheet Current Current Current Revision Number Sheet Name sheetlssue Date Reason Remslon Date Descnpdon - --" RIVER ROCK SII RESIDENCES- 0-Cover s TOWNHOUSES A-001 Cover Sheet 1021171201] 13 03/10/2017 DRB Submission .,. ,Y- b I-Civil v�dECTAooxEss � C-I Location Plan 02/17/2017 - - , 72A2 BOSTON ST, C-2 Existing Condtmlone Plan 02/17/2017 SALEM,MA C-3 site Plan 02/17/2017 . . iii, LUEW C-4 Layout Plan 02/17/2017 0 - + LAR PROPERTIES, C-5 Utility Plan 02/17/2017 - - _ _ .A LLC C-G Photometric Plan 02/17/2017 3 03/10/2017 DRB 5ubmss,on C-7 Detal Plan 02/17/2017 / C-8 Details Plan 102/17/2017 KHALS_ _ I B ARCHITECT KHALSA DESIGN INC. C-9 Details Plan 02/17/2017 2-Landscape LI,I Materials+Laout Plan West 02/17/2017 _. ' " • y � � Iflllli llllllllllllllll llllhil lllllllll lllllllilii:'L.....I fllllillllll111 Ilnlllll ill rm i O 2 L I.2 Materials+Layout Plan East 02/17/2017 2 03/07/2017 General Reasons ivxxe—l L1.3 Grading Enlargement 02/17/2017 L2 Plant ng Plan 02/17/2017 02/28/2017 Landscape Reasons - LID Landscape Details 0Lai 2/ 0/2017 2 03/0]/2017 General Reasonsa- -621 u L02 Landscape Details 02/L]/2017 ' LD3 Land=capeDetaiIs 62/17/261] KHALSA 3-Architectural P IVKOO YrIREET SUITE 400 SOM143 A-002 General Notes 4 Abbreviations 02/1 7120 17 EautlE 617,01 Aii0251— A-013 Townhouse-Code Review 02/17/2017 2 03/07/2017 General Reasons LOX&ILTPNIS: A-022 Architectural site Plan @ I at Floor Level 0311012017 3 03/10/2017 DRB 5ubm,ssuon A-I I Townhouse-Garage Floor Plan 02/17/2017 A-1 12 Townhouse-Frst Floor Plans 0211 7J201] A-I 13 Townhouse-Second Floor Plan 02/17/201] A-114 Townhouse-Third Floor Plan 02/17/2017 PROJECT: A-1 15 Townhomes-Roof Plan02/17/2017 A-201 Townhouse-Reflected Ceinng Plans 02/17/20172/17/2017 RIVER ROCK TOWNHOMES A-303 Townhouse Elevations 2 03/07/2017 General Reasons i. A-404 Townhomes-sections 1 4 2<3 02/ 7/2017 A-405 rownhomes-wall sections<sermon Details 0 211 7120 1] PROJECT ADDRESSES: A-406 rownhomes-wall sectors 4 section Decade oa 17/2017 - 72-74-76-78-80-82 BOSTON STREET A-G02 Townhouse-Bathroom Plans 4Interior Elevat,ons o?/17/2017 SALEM, MASSACHUSETTS " A-60G Townhouse-Kitchen Plans*Interior Elevations 02/17/2017 A-705 star Details 02/17/2017 A-70G stair and Door Details 02/17/2017 CLIENT A-801 Townhomes-Door 4 Window schedule 02/17/2017 LAR Properties, LLC A-503 Door<Window Details 02/172017 282 Bennington Street -- A-812 Parai Types 62117/201] East Boston, MA 02128 xELreTxanox A-813 Roof Detals 02/17/2017 A-814 Roof Details 02/17/2017 A-902 Misc.Details 02/17/2017 MEP/FP ENGINEER ARCHITECT STRUCTURAL ENGINEER Av-z Perspective views 03/10/2017 Wozny Barbar&Assoeiats, Inc(WB&A) Khalsa Design, INC. Goldstein-Milano,LLC AV-3 Perspective Views 03/10/2017 AV-4 Perspective view o3n ago 1] 1076.Washington Street 17 Ivaloo Street, Suite 400 125 Main Street Hanover, MA 02339 Somerville, MA 02143 Reading, MA 01867 4-5tructural 7-Plumbing t:781-826-4144 t:617-591-8682 a t:781-670-9990 5-100 Townhouse Foundation 4 I st Floor Framing P-001 Plumbing Townhouse Legend,5cbedWes 4 Nates 5-101 Townhouse End 4 3rd Floor Framing P-002 Plumbing Townhouse Details<Risers ova n .m a� mn„mor 5-102 Townhouse Roof Framing P-101 Plumbing Townhouse Plans newer 5-200 Townhouse Typical Concrete Details I P-162 Plumbing Townhouse Plans LANDSCAPE ARCHITECT CIVIL ENGINEER ATTORNEY e 5-201 Townhouse Typical Concrete Details 1 P-301 Plumbin Townhouse Unit Plans xensloxs vpi g Blair Hines Design Associates Williams&Sparages Joseph Correnti, Esq. ai 5-300 Townhouse Typical Wood Details 1 P 302 Plumbing Townhouse Unit Plane 318 Harvard Street, Suite 25 191 South Main Street, Suite103 Serafini, Darling&Correnti 5-301 Townhouse Typical Wood Details a Brookline, MA 02446 Middleton, MA 01949 63 Federal Street 5-302 Townhouse Typical Wood Detade ill B-Pure Protection t:617-735-1180 t: 978-539-8088 Salem, MA 01970 5-303 Townhouse Typical Wood Details IV 5-304 Townhouse Typical Wood Details V FP-000 Fre Protection Legend 4 General Notes FP-001 Fre Protection Details � 5-Mechanical I FP-100 Ifire Protection Townhouse Floor Plan M-000 Mechanical Legend if Notes FP-101 Fire Protection Townhouse Floor Plan g, M-001 Mechanical Schedules M-200 Mechanical Townhouse Basement Floor Plan 9-Commuroction BID SET- 02/17/2017 M-201 Mechanical Townhouse First Floor Plan FT GO Legend.Abb,4 General Notes Low Voltage M-202 Mechanical Townhouse second Floor Plan T-101 Townhouse Garage Floor Low Voltage REVISION 2- 03-07-2017 M-203 Mechanical Townhouse Third Floor Plan T-102 Townhouse first Floor Low Voltage M-400 Mechanical Details T-103 Townhouse Second Floor Low Voltage M-401 Mechanical Details T-104 Townhouse Thvd Floor Low Voltage G-Eleet°Lal DRB SUBMISSION- REV3- 03/10/2017 E-000 E eCtrlCdl Townhouse Legend 1,General Not- 10-Interior Design Cover Sheet E-001 Electrical site Utility Plan ID-801 Flush schedules E-100 Electrical Townhouse l,ghhng 4 Power Plan t E-200 Electrical Townhouse Unit layout E-201 Electrical Townhouse Unit Layout e E-300 Electrical Townhouse Power Plan A-000 E-402 Electrical Townhouse Power Wser E-G01 Electrical schedules - 1 'y E-602 Electrical Schedules RIVER xocxRES mences Towxxouses PROJERNI INDICATION Or MATERIALS SYMBOLS ARCHIT RAL ABEREVIATION5 RIVER ROCK RESIDENCES- TOWNHOUSES 11—L INS", 0MAINAD0-81 ..[nsiw vmnxr, .,.w'IS „_ • u° w m ==vvn¢ PRwFfT LOGRESS m - ^` '«EVENT 72-82 BOSTON ST, Ate.. ®x.Rr:. ..,sa.;°x= —a .,..,,�r,»5 � r,2rcf.r=. w r. 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RANDREAE Il NNE LASH F«erIYcw" ee IS 1111 ,rl E° IN,I� �,s cuseI� , I S + _ _ eo o c. c5u vvr I'M'ME uu(Aces u.. unto A'S EVEN MODE oorur. r IT c ,5081 03Mirz01> ,MDO I.,ND Or"NAM-1'!AD.UNTAI IIIIIEEI ANEVELLI FOR,A I.-!FOL D1nwve MHERAVIE IF TOO TED'1-15'ITT-ALLE 7NTINNSS 11 EANNALEAD 21 Al � Gl su. n loalewa =.117-1 SESSIONSA.1-1 ON DEMOLD ADD'IN.'OR'I�E FAR DO METTEIANT III SNOTE .11,IIIII-AN,IS',,, ti"IR 1-1 SELD,1.1 1 ME, F dOE —^ A.aae ti5rr� s5.n a5,e oe au T s cr„vu ee xcets u IN .14.11 STEEL'Al I 1'1 HE'A'1AD'IVATAI ED-THE STRIP ME ANTIVED AL A TOTHOID TO FE TWED TIED I.I-AFTELATIOLD Ii'I' 000xw,°w xo w'rw x rrt: seT m..n._¢sec 1-TELLEMETTERAT.1 OF _ ♦ok.a or:.uea crtv.Ts. w,Nyx i LEMNOI ^� f ..Arts. Re - _ - rx, EMATF•EAT Ar n n xs. s.A' 1. r,r�+5f u...x.=.,.. 9 w„wv„�s �'°�°'° raps+"_A= r r ,5:5,eecmrxq. A, 5unnc5A",ns 01 AR.Ans AID n i .r w.._ >.o.r,.A..01 CE II.VE5OG LIFT NUFFEETE A,LV AT,AN 1-UN v=, v=r <.w.fa I> ,.==aws xns[RfSmxs ._w. 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DOES NOT COMPLY > V1 LEE O MINIMUM LOT WIDTH 60 It, 476'i SALEM, MA oC F- m MINIMUM STREET FRONTAGE 10° It. 477.78 II. W 0 II/�1 MINIMUM FRONT SETBACK - 3.7 TL (GOODHUE ST) W 00 �J MINIMUM 510E SETBACK - AS !L L F- N1 MINIMUM RGfl SETBACK - - I� MINIMUM OPEN SPACE - 48 TAS _y IT MAXIMUM BUILDING HEIGHT 50 11. 46.5 1, L\! �j� O w MAXIMVM STORIES 4 4 L ~UP, - r AT MAXIMUM BUILDING GROUND COVERAGE 802 303 POL� O O s '^ 25t. f 0.92 / 6a,246 GSE m z o FLOOR AREA RATIO9. 92 GSF RATIO ) (SEE ATENJECTURALS) �f. Q F u (I] p ENTRANCE CORRIDOR OVERLAY DISTRICT (ECOD) 8.2 E7 U a PURPOSE. THE PURPOSE OF THE ENTRANCE CORRIDOR OVERLAY DISTRICT(ECOD)Is TO J O p AU GME Ni UNDERLYING ZONING REGULATIONS IN DESIGNATED AREAS T0: J 1 PROTECT AND ENHANCE THE MAJOR ENTRANCE WAYS INTO THE OFFt' AMCtD EA ENSURE AT SUCH ARS ARE IMPROVED IN A MANNER WHICH IS IN TIE BEST INTEREST O OF THEGIFU W CL f C7 BUSINESS HIGHWAY(82) RESIDENTIAL TWO FAMILY(R2) 6fA�ER Sj m PROJECT NOTES: A 00 OOyU[� 1. EXISTING TOPOGRAPHIC INFORMATION 15 THE RESULT THROUGH AN ACUAL INSTRUMENT < ` S SURVEYPERFORMED BYWILLIAMS M STORAGES c ROUGH MARCH ]OI6.SOME TOPOGRAPHIC INFORMATION SHOWN ON ABUTTING LOTS HAS BEEN DIGITIZED FROM (TT zDNE AT Eco LOCUS vR10us sougces AA MOP 15 Parcel 299 2. ALL ELEVATORS 5HOWN ME REFERENCED TO THE NORTH AMERICA DATA OF 1955 (NAVDee). Sj 2 AH 3, THE UTILITIES SHOWN E THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED m Z BY WHIMMs 6 SPARAGES LLC FROM VARIOUS PLAINS ON HIE WITH E CITY OF SALEM nl f105�0 y O ANO OIHEP PIANS OF RECORD NO REPRESENTATION OR WARRANTEE Is MADZONE E As ip V THE ACCURACY OF THE OGTON OF THE SUBSURFACE UTILITIES AND SHOULD BE ZONE R2 NE NRCL CONSIDERED APPROXIMATE ZONE R2 IT It ITE ALL UTILITIES SHALL DE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE B. START OF CONSTRUCTION ANP SHALL NOTIFY THE OWNER s REPRESENTATIVE IF EXISTING Q o O CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN THAT WILL REGENT THE PROPOSED WORK FROM BEING COMPLETED As INTENDED. N u CO.. rM 5. DURING CONSTRUCTION SHOULD A CONFLICT ARISE BETWEEN AN EXISTING UTILITY AND O !`) PROPOSED WORK THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE IN Z 1 WRITING FOR RESOLUTION OF THE CONFLICT. O U 6. CONTRACTOR TO CALL ROWE PRIOR TO CONSTRUCTION 81 Z � 1 Z e THE PROPOSED WATER CONNECTION SIZE,FOR W LOCATION ARE TO BE DESIGNED IN `L 4' EN Q C ACCORDANCE WITH 248 CAN 1000 UNIFORM STATE PLUMBING CODE. A THE CONTRACTOR SHALL VERSIFY ALL CORNING DIMENSIONS AMC ARCHITECTURAL AM ags` sPEOFlcnnpus PRIOR TO THE STMT OF cprvsTRucnoM. 9. ALL POSTPONED DRAIN PIPES ARE TO BE HDPE OR APPROVED EQUIVALENT UNLESS S E p ANDRADE SPECIFIED. I µ EDi 3 T. v 10.PROPOSED WATER SUPPLY SHALL srzeD MECHANICAL ENcwEEre. I — — — IL WHEREVER FEASIBLE, SEWERS WILL BE HAD AT A MINIMUM OF 10 FEET.HORIZONTALLY, 9 m E LL FROM ANY EXISTING OR PROPOSED WATER MAIN, SHOULD LOCAL CONDITIONS PREVENT A IT IF LATERAL SE PARATIDN OF 10 FEET i0 A WATER MAIN THE SEWER MAN WILL BE]AID IN m 3 u = A SEPARATE IN TRENCH AND THE ELEVATION OF THE CROWN OF THE SEWER LACED AT m A M a p LiRASi 18 CH Es BELOW THE INVERT OF THE WATER MAIN.WHENEVER SEWERS MUST R E OSS UNDER WATER MAINS.THE SEWER SHALL BE UID AT SUCH AN ELEVATION INT d'd O THE CROWN OF THE SEWER 15 AT LEAST 1 INCHES BELOW THE INVERT O WATER MAIN.WHEN IT 15 IMPOSS19U TO OBTAIN HORIZONTAL OR VERTICAL SEPARATION As STPD LATE ABOVE.BOTH ME WATER MANAND SEWER SHOULD BE ENCASED IN 4 CONCRETE FOR 10 FEET EITHER S10E OF THE CROSSING. �'''1 r•l 12.THE APPLIGXNT SHALL COORDINATE WITH THE SALEM PUBLIC WORKS DEPARTMENT r0 /II w L_TXw ENSURE PROPER DOMESTIC AND FIRE FLOWS PRIOR i0 BUILDING PERMIT. SLIR T, P m w O 13.TERM ROOF BRAIN LOCATIONS RUTH ARCHITECTURAL PLAINS. PARKING CALCULATIONS r-1 ££ a.THE CONTRACTOR 1s RESPONSIBLE FOR THE PROTECTION OF ABUTTING PROPERTIES FROM DAMAGE IN REunox TO ALL oaps5o SITE WORK. DAMAGE urecORY REQ111E1 SPACES PROvmcD s9Ac5s1"4 -A ( 14�"_Iw-o� 15.THE FOUNDATION PERIMETER GRAIN SHALL BE INSTALLED IN ACCORDANCE WIN 780 CMR 5405(THE MASSACHv5ET5 STATE BUILDING CODE). RES IDENTAL 50 UNITS 3 PER UNIT 100 96 16.GTE WORK SHALL COMPLY WITH SIE CURRENT MEDICARE WIN DISABILITIES ACT AND ASSACHUSETTS ARCHITECTURAL ACCESS BOARD DEGRADATIONS. COMMERCIAL 1 SPACE PER _ S♦AL W/ 1 17.PROJECT REQUIRES COVERAGE UNDER THE DROPS CONSTRUCTION GENERAL PERMIT AND 3fi 5 F. t50 Gs = 5 THE PREPARATION OF A STORMWATEA POLLUTION PREVENTION PLAN. 18RECTIONAL SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM i0 THE LATEST TOTAL 105 96 , EomON OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AccADS Blun: 1 VAN(9s A1SUS 19,SEE LANDSCAPE PIANS FOR PUNTINX PUN, PAVERS LOCATIONS A DETAILS- TACXA PARKING IM LOT }(fi N(95-AID. R a ]6-TDO 20.HANDICAP RAMPS D ACCESS(OTHER THAN WITHIN BUILEDURED)CO PLIANT BE DESIGNED BY ENGINEER PP DVIpINC SPECIFIC GRACING THAT IS ADA COMPLIANT PRIOR i0 49 E%iE RIO R,al PARKING GARAGE& 6 TOWNHOUSE GANGES 96 CONSTRUCTION 80% CONSTRUCTWX SET V) DATE: FEBRUARY 17,1017 W �r \ o` PROJECT NOTES' u U LL EXISTuNG TOPOGRAPHICINFORMATION IS THE RESULT OF MRINSTRUMENTZ SIGN 'STOP SURVEY PERFORMED BY WILLIAMS k NPARAGEs LTHROUGH MARC 2D16 ROME LEGEND W uZ TOPORAAPHIC INFORMATION SrvOwry ON ABUTFNG LOTS HAD BEEN DIGITIZED ROM SYMBOLSP XssJ vaRlous sauacEs O SIGN'DO NOT AQ 2, ALL ELEVATIONS SHOWN AGE REFERENCED r0 THE NORTH AMERICAN VERTICAL DATUM OF EXISTING CONTOUR lA —\ -\ ENTER'BE ONE 4 19Be(NXVVEN). ¢ _ SIGN 'DO xDT E%.SMH �* AY'E%. X. o EXISTING DRAW OD w w p � \\ ENTER"k RILHr (UBELEO OMR) RIM-10 6$5— OWS 3. THE W`PLIDES SHOWN ME THE FROM OF AN ACTUAL INSTRUMENT SURVEY ECI PERFORMED LL RIM=9 9] 9A RY LwMS s WARAGES LLC. OM vaRIOVS PUNS ON FILE wliry THE CITY Cl SALEM EXISTING CATCH BASIN DO \ NRN ONLY" INV-3,20(18 6 AND OTHER PUNS OF RECORD.NO REPRESENTATION OR WA PNTEE 15 MAEE AS i0 THE AOLURALY OF WE LOCATION OF THE SUBSURFACE UTILITIES AND SHOULD BE Y v=1.FILE") gIG� EXISTING GRAIN SIGN 'ONE WPV'k CONSIDERED APPROXIMATE, MANHOLE O L7) �J ! `f, G \ RETOP' NO LEFT TURN' S� N} ALL U LINES SHALL BE VENTED IN THE FIELD BY FILE CONTRACTOR PRIOR TO THE W A'C $TARTOF CONSTRUCTION PND SHALL NOTIFY THE OWNERN REPRESENTATIVE IF EXISTING EXISTING SEWER C\ — CP° P'O'P SIG ONE W SIGN'STOP k CONDITIONS DIFFER FROM THOSE SHOWN ON THE LAN THAT WILL REVENT THE 0 NOT ENTEF" 'NO LEFT TURN' PROSPECT WORK FROM BEING COMPLETED A5 TENDED. EXISTING SEWER = w II 4k 5. CONTRACTOR TO CALL OIGSAFE PRIOR i0 CONSTRUCTION. MANHOLE S "W \ g EXISTING WATER V W O F t1Y 6. SEE COVER SHEET FOR ZONING. \ SIGN `i e > Ln - _ IS -STOP' f �\` OEHH " \Z R S TREE 2" ), PROPERTY ODES NOT LIE APT NU P FLOOD HAZARD AREA(CONE A)AS SHOWN ON EXISTING WATER GATE I V / F TREE �F FLOOD INSURPNLE KATE MA HUMBER 25009C0418G, EFFECTIVE DATE JULY 16, 2010. V Z \ 1 TRIP(EE \ao 5 � o _�_ ON .-P\- c \ " \IrvN uP Xssz w/uG TING UTI HYDRANT . M O L _ STRIP (FEE) Fx.sun \ zCwEh'../��i^�D O° '-►Prc PARKING mT'�► f+/sC sIGN N qop DRE wav- a slcry '00 IT EXISTING unurr POLE �- �' (LABELED DM s. _ `F' - EXISTING 6 sPPCEsry T_ c°NL PAS ao� ENTER N ry R(TC \4 (t}. E%IS11NG OVE WIRD OHW Z \O W C' '2 N REE S m W @ ' / © z\ e s Rzs;z" P f 0 o IN kk �� Fkc s>. s wnv-.BE qx_SMHg EXISTING NUKE W Q - \ °D° n % CONCEDE J clry BLE '�I ' RR,� wv-sc0 _____- / 'sme wALL w/.. 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V Cn EIIo -- 2CME RR N-16.4) u—v hti v v 20 wPTER MAIN V V_ EAP MOS W 3 - O W /"Up _ ® UP#329E.- uP I�4�4_ zaXE^r+a a �,!i p_ (r) W uP X361 _ UP-X16� IBNE pR IH r y W SID Q N , vLL On '.�nZea3 - , sFaL S l R' ►v1 PROJECT NOTES O W 1, EXISTING TOPOGRAPHIC INFORMATION IS FILE RESULT OF AN ACTUAL INSTRUMENT �� O�� O �� TOPOGRAPHIC PERFORMED BY WIL SHOWUARS a HPARACEs LLL TS IT B MARcx zals. SOME ] 0O6 pppppsEp DEAN Pwcs ARE TOBEHOPE°6 MAIN FOR EQUIVALENT wPREss SUPPRESSION rvp.m.ISE DAT£ FEBRUARY 17,2017 W m OPOGPMHIL IMpRMATION SXOWX ON ABUi11NC Oi5 H'5 BEEN OICITO 0 FROM ALCCIHCF. u VARIOUS SOURCES. U I.E. z, ALL CLE HUNG SHOWN ARE REFERENCED iD NORM AMERICAN BACK OF 19 S. PROPOSED WATER SUPPLY SHALLOF n ��D O r SYM nOl S w Z O (NAVUSHE SHO LINE. U L 3, THE COOTIES SHOWN ARE THE RESULT OF AN ACTUAL INSTRUMENT SURVEY PERFORMED WHE EXISTING NC°RBLPRONSERS WILL BC USE AT A MINIMUM OF 10 FEET HORIZONTALLY,FROM EXISTING CONTOUR - --" 1G EO WATER MAIN.SHOULD LOLL CONDITIONS PREVENT A LITERAL M BY WILVPMS M SHARABLE DEC FROM VARIOUS BANS ON FlLE ICH E Cltt OF SALEM R `EPARATEDD OF 10 FEEL TO A WATER N T LWER MAIN PLACED BE UID IN A SEPARATE 1O LJ D OTHIN PIANS OF RECORD, NO REPRESENWON OR WARRANTEE IS MADE Al TO RENCH O inE ELEVATOR OF TNEMCX CROWN OF ME SEWER UCEp Ai LEAST IB Es EXISTING DRAIN D _ ME ACCURACY OF THE LOCATION OF THE SUBSURFACE UCII1nE5 ANO SHOULD BE BELOWMEINVERT OF THEWATER WHENEVER BENUMB N CROSS NEER WATER EXISTING CATCH MASON ® W ( CONSIDERED IR PC. MANS,THE GRANT SHA BE w0 AT SUCH AN ELEVATION TEXT CROWN OF ME FEWER ./ W Q N CONTRACTOR IS A LEAST INCHES BELOW E INVERT OFF THE WATER MAIN.WHEN IS IMPOSSIBLE TO EXISTING DRAIN Li of CONSTRUCTION ADD SHALL THEHO FIELD O E PESEUXTIVETIF EXITS xCT CONOHOXASC°F ANDAEGIN HORIZONTAL OR VERT'Al-SEPARATORCONCRETE 0 FEE ABOVE.BOM E CCL M OO W o OWNER R ps51Xc MANHOLE 0/ DIFFER OMOp HOSE SLOEN EU THE PLM WILL PREVENT THE PROPOSED WEEK FROM PPLIC QUID BE ORDINAT I CONCRETE FORP1U EET ERS SIDE ME T«E m BEIXL C° If1E0 ASI U 0.THE ER DOMESTIC SHALL COORDINATE FLOW WRH MC SALES PUBLIC WORKS DEPARTMENT TO ENSURE E%ISTING SEWER S ,I 'L N - �(' OS TGI'STC 'P^6 URING CONSTRUCTION SHOULD A CONFLICT ARISE BETWEEN AN EXISTING UTILITY ADD PROPER U°MESCIC PNU FIRE FLOWS PRIOR TO BUILDING PERMR, EXISTING SEWER O V PROPOSED sTORMWATER PH POSED WORK THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE IN WRITING 11.VERIFY ROOF°RNP LOCATIONS WITH ARCHITECTURAL PUNS, MANHOLE 0 W MANAGEMENT AREA# I i.N'O N01 F REDUCTION OF T CONFLICT. (HE CONNa gEUR X flE5PA0x5pBLE FOR ME PR°CELCION°F ABUnING PROPERTIES FROM EXISTING WATER 'M LY w (i6) $TORMIELH SC-]40 CHAMBERS \\ ENTER'A"ON. 6 CONTRACTOR i0 GLL DIGSAFE PRIOR TO CONSTRUCTION'.811. Z pNMGE BULLISH TO PROPOSED IS SHE WORK [4"" a W.01.FT'mee..) a. Exlsnxc WATER w.rE x w W - ,oII TOP OF STONE•13,s CCI! T:V NUI qV THE PROPOSED WATER CONNECTION SIZE.TYPE&LOCATION ARE TO BE DESIGNED IN 13. HE FOUNDATION PERIMETER ORAIN SHALL E INSTALLED IN ACCOR°MVCE WITH ]B°LMR ERGS EXISTING HYDRANT $ W �• m COP OF MAMBER5-13D FY`M'k'RIGr!! \A _� ACCORDANCE ITT Z R Dp.UNIFORM STATE PLUMBING O (ME MASSACHUSETTS STATE BUILDING CODE). O w U 13'HOpE UreAIN wwns4.m N pN:' �S- - - rajRE ..I OF LHKMBEflS•Ip.S M[CONTRMTOR SHALT VTMflIfVµL BUIL➢ING DIMENSIONS Axp ARLHHECNRAL ° SITWOSX�LX EOM1PgY w PAE CURRENT AmUERICANS WITII DISeHWHES E%ISLING UnLltt POLE O Ln \ BOTTOM OF STONE=E5 _ I` N\ 'Try y SPEC F1CAnoNs PR R O E START OF CONSTRucTIOx. 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FEBRUARY 17,2017 a m EXISTING UTILITY POLE REOUIRED/ALLOWED PROVIDED PROJECT NOTES' U LLO `DE E%ISTING CURB MINIMUM LOT SIZE 15,000!ti J},$g2 ttFHENRY PERT YION SUOrm OH SCIENCES ET THRONEW UGH CH 2016 FROM Z ININAN 11 THE RESULT.1 AN ACTUAL INSTRUMENT u a EXISTING EDGE OF MINIMUM WT AREA/DV 1.500 sl. 1 66S s.l./pU TOPOGRAPHIC OPORA HICRINFORMMA OSPHERIC DMMS k OEETIN LLC E PAVEMENT NIMUM LOT MOTIF 60'1. BIG 1 W _ a y MILL ELEVAnoxs SHOWN NE ALEIREGIR To THE NORTH AMERICANVERnGL WATCH OF LW Q W E%IST. LIGHT POLE 4 / fMINIMUM STREET FRONTAGE 100 11. 6»$g It 1980(CRACKS, F N SIGN 0 %SL, MINIMUM FRONT SETBACK - ]7 IF (GOODHUE Si) ME TIMES SN SUREACY PERFORMED u SEE, HE CITY OF SUREM Z W PROPOSED PAINTED a0' MINIMUM SIDE SETBACK 9 5 U. ME ADD (CURACY eER s BY BECAME X TRE wLOCENCN OFNESERD US REPRESENTATION ME SUBSURFACE RNIOLOC.FROM RUCHISOUG FERRO DO PESxANDWIN TTTE IS GAVE AS TO CHURCH BE LV TRAFFIC ARROW �� SIGN 'STOP MINIMUM REAR SETBACK - _ SOaED APPROXIMATE Q MINIMUM OPEN SPACE _ dg y ME UnES SHALL BEor PROPOSED REL WALL n TIE GO AEG TEN OFFER BE VERIFIED EDIT ME TRUE S REPR6°W M�E`i ETISTIxG w SIGN'DO NOT HINDI. N"csrouo°Le`NET°uTry'w F (FEN L E/PAIL) ENTER'k 'DINE MAXIMUM RETURN HEIGHT(MUTAN-1y) 50 I1. A6.5 1, vaESSAEE WORK PHM BOx TENDED HAT WILL PREVENT W IN LANDSCAPED AREA SIGN 'ED NET MAXIMUM STORIES (MulDRUDDY) A 4 IF DURING ASEAN UPON A CONFLICT SNOUW WEAK BETWEEN AN IXSING EDUCT AND = w II GIINIE k 'RIGHT A MAXIMUM BUILDING HEIGHT(TPwon Nus es) w It 30 IL. GEC SHAT ME OWNERS EVENING EzfrvrnrnE IN `, Q - - PAVERS S { M'A ME xG Of?POPCC WORK THE EOCOOF TEE CONFLICT T til 1� m NRN ONLY' Q MAXIMUM STORIES (iow,house5) 3 } CORNFIELDS To WL TOOTHIE EDGE TO CONSTRUCTION B11 y O - Q p PAINTED HANDICAP }� 1G AY'e O B S SYMBOL `^ V``�� STOP" 'NO"LEFT ENRN' MAXIMUM BUILDING GROUND COVE RACE 501 5Do O Z g�P `� �> � E PROPOSED WATER CONNECTION SIZE.TYPE k LEGATOR ARE TO BE O[ ./ u Z POLLARD ® V.(RCL �NC �X\ FLOOR AREA RATIO $to 1 p92/figNfi GOT ALE CHARGE Wnx G OMD IO. E ILD WORKS Pwueln6 CODE AXH APPROVED _ C Cq G C+3\ ONE TT SIGN 'SLOP'& (139,592 CSF) (SEE CN RECTU RAGS) ME cIn OF SEEN GOODRICH pF UNIFORM BLIG WORKC. M OL PROP VERTICAL GRANITE °'SS ON NETTIC NO LEFT TURN H Ldp -- CURB (MCC) vcc Wg+ � PARKING CALCULATIONS a. ME coxTRNroR SHALL VERIFY ALL BuDIMENSIONS.NT ARCHITECTURAL LJ.1 N � CNECOBY REQUIRED SPACES T SPACES SPECFinaIHNS PRIOR TO THE START OF CONSTRUCTION. \ OPROP SLOPED GRANITE �� H / m CURB SGC EMM [AV PL CPNN u cponTl wiE mM m[YIfM WATER OLPARiuExT io IxsuRE .�// )OP' O AS s' 1R EE 2' 1 RES 01ENT AL TIB PROPER DOMESTIC AND FIRE ROWS PETER No RECORD PERMIT, Y. w Q P�'W TREE 50 NITS 2 PER UNIT IW w Q � m O ____ SIGN PROPOSED TIES AL ENGINEER ER PE 10 BE UAK 15 ST(BEES SUBMITTED [fD FOR BY uLL AD x THE 00 PROP,CURB y,C'O G �y CITY ENRICHED LOi �y E;ISl SIGN 'NO 'ONE WAY" COMMES`aL ;Sa PCs`FfA - EASEL EUGENE AND ENEONEERING UN DERC TBPRIOR TO CONSTRUCTION. TxE CITY OF 1 N AD p \ X' EXISTING 6 SPACES CO C :5 Nr / LO MPLIPNi PROP. i\TREE Rj�F'00 A PARKING' TOTAL 105 gfi 11 MAN DEIN RRETU"TON TTOSALLCIBLE FOR THE ANNCHORED SITE PROTECTION 10 OF PUTTING PROPERTIES IF.L� z ORC / C�IRB TO BE f P \ Q EW4k RUMORED ED BE WIAGYN'EINE THEREARE x GS PRESENT d v _ / R`MOVEO OE EO �.1 O ( FACED WAY\ q�S REM DVEO A9 EXTERIOR,<1 vORNINC LPRPLE k 6 IO WN HO USE LPRAGES=9fi ME u0.55M'xUSEnS wRUtiDS PROTECTED ACT To THEIBEST OF OUR INOALECGE ` r n / E%\St.%ENOJ !'. AOR CE W AS EDEO) \ O! AOP SIGN r VI KR' AOA E R. E%ISL,VGc F SIGN coMPLwuT ZO 0' S W�RPLIM cu ae o0 S H ;Sp I2`L. 'ONE WAv THIS PROJECTs1WILL RGUES A wufi PLEAD As m wN °F UIC F ft/"REIN plcM wcR ppJEW s E / SIGN 'BIKE LANE' HE E N 50W SQUARE IEE(IM"FIRER LR - ca = O q0 ARKING 510EW L OP PROP,STORAGE B G P_ WALH PROP.WALL FR OP.BIKE k•NO PNEKING a.STI 1011 NO COMPLY N ACA CREDITORS H O O w o E%,CONL. Z_ PROPOF °0 P HC RPMP-a 5Y. N%.SLOPE ACA SIGN SE LANE ALL GRAPHITE[URB NG UxIE55 OMEPw BE RAISE. � ^ - GO RM ZWAC" #_` (SEE ENTRANCE a NNER CUL DE uc). ED PR _N B gpMP PS Fk i5t� //� PROP.- R6 ..;{.,. SpfW,Eik C Wo- 16 PNovos¢0 scx WEAKER r0 OR APP1w[O PR o1 TO mrvsmucnox. NG BNLOING - 99 5 Z HCC V CONCq > SEE EXPECTING PUN BY HUNG RICAN AEON ULT FRDDIE SOUL° IN ' s%Lsn E gBEEr £ TNEss afv - ECO, �yW ( ` A CONDUCT ARISE eE1wEEx x Ex snxc uN c ME coxNRALroR l5 GRw PR POSSE 5 GRAD, y_ ROOM LOBBY M R ' d PR P 0.0Ne STIR SO WqL 9XALL FEVERY RTHE OWNER 5 REPRESENTAT vE x WRLI OF FORR RESOLUIgx OF THE ENciO EE CL ACES ESSE, t? ETERS < caNFun. ' PROF ELEG M F`l 59 a �C _ o= Q T TRANSFORMERPROPOSED PN I.APPRD.MATE DNLY TD BE DETER.NED B,ELECTED — — — u i STAGES }spncfs ApgRp� ROPp CO.,— ED PROP,C5 2 Sp ACES u"I 1'R 000D0 "`cCl' C `� PROPOSED PAVERC TO MEET PER GUIDELINES. EC7 l PR° OB.D E%Isr,HE BUILDING @ �NOs^PF PROP _ CO GR WE STREET NU PROP _89_________ __A JPN ARF+ SO!'W4k NS TO BE COESSNATEO WN PROBLEM FORCE TIO 9'v$$' 10 SPACES CLOSET ELECL BOOHE AD.PLNOSGP[ARCHITECT R T WALL (nP.) ARE TELECOM N PROP,RE Ex15T1NG W'LELF WOOD 0 ^ 100ER Q SPg $ILBH ARES k ACCESSI (OTHER MAIN W NGS)S OE SGNCU "AADRpIL CP AY pces PBY ENGINEER PRODUCING CPELnC CREATING THAT S ACOMP ANT PRIOR ND MGFG RE COE f FN WP EBREACH CONSTULnOH EG I CO)+CES OR F _ _ TROP IS I IN w — — z-m 20 NE PI (iW_ E PPO U SC EMG ® 2'C- 15 sP PAbP. 'P c Q TDNE Bz Q PRo RfT WALL xR°rep J� ///Jr"'i ti�g.® �..� PR P +E+'s °+R+°c 6 °2 IN . I B spncfs MEcq.Y F0 PAN sL{/S f a n'I S WALKS RW C Rqy pR p RG PNo RDP 1 qF PROP. .-FAVORS / q Y%° W MAR�'09 CZy° 3 C C HC.RAMP I \\ .'4/ OgRO x'A PROP. G0 A,fs MBpHY c GARAGE Ex IRANCES�� [yI HL RAMP 'S, , T L A o _ rvI W/NOTING "+^ 15]'t CNC z _ 2y p V / Pao cUR awn WO GO = G Z]Q CREEP �B] Bpp �I WN101� _ m I-S _ aH Op / PRov3s: AD r o E m HI FpUfM pFpCI'I 1 r Ap ! Q CAN CFS B E RG 0 MC, C O OR W F € C m - UMI'6 UNDO I Il W/BD�Rp S) PPCKS PROP.5',WALK w AS C V E%ISr NG BUILDING J 1Do BORON STREET >Y P 6 s Acfs T r, @ @ @ -I - NKLER ~ r _ SGREG 1 / i0 GR UND TO TO ti C� vi °sP+ OR OR FDO�� CfS II /R(' 9g PRO PRAMLL 1 II ., U/PECI FIEDS D OUR o fHE Z R a CONpE®NSpAS (iW BE A OREO o di FREII F O r m CNL NAS F19' PROP-SNOW v a c h -PI ki PROP.SNOW P SED �� Ir ( ) Sx PSCK STORAGE 'I 3 P o q i0 WNH0U$E STORAGE OP.SNOW NI i 1 O ED K i O TR WALKWAYS LO BE PR5i0RPGE _ PROP.SNOW PP pP. Ls I o CANADA GROVE UNi pg VERS REPLACE E%IS rING 510 R�51' STORAGE PROP RET WALL a { C I' J �a -lz. r G nna E%VGc u ACTING FBOSTON I' MILK $ o e Fx VCO R6S NAMPAGE -. V PAGE$ PROP HO. I j �w q GLOSS Exlsnxc ° c �� (��1�1. o r x Al.C ANCV RB CUT W CLOSE EXISTING E% V 11 1 �/3IF E MATCH CURBING TYPE RB CUT k CLOSE NIGUEL BOSTON STREET LOSE EU 1BhG CCVF6 EXISTING GL )� I—I W 2 rBE MATCH CU RBINC TYPE CURB CUT IN CLOSE EXIS TINS PROP NCE / z ZDNE B1 _ _ _ — — — — — — JIATCILLU.h2E — — _ _ _ _ _ _ MATCH CVRBNG TYPE MATCH CURB NG TWE CURB CVT y R 1 ha..l W-o P'm u ZONE R'1 — MATCH CURB xG TWE 2 PER OF �yA - 20'WATER MAIN CLOSE GET ` En Cm MES-.210 URB CUi k _ MATCH CURBING TYPE / r _ V O N W z Of aN T S LEY ' COENFRAI UTURY NOTES' 0% VOOVVTu uucT§(D V' SET 1.CONSTRUCTED OR ENGINEER nsm-vwBE Exlsnx0 CONDITIONS INCLUDING UTILITIES Es RPRIORCO To DATE. FEBRUARY 17,1017 1 ns Ruenprv.Ex6wF£a s1uLL BE xpnBsO of ne1Y DIseREPnrvmFs AND/as eoxa¢Ts_ U tL ALL WATER ING cRULINGS NOG SHALL BE RESTRAINED WITH MPROPRwTELY SUED THRUST..DID Z O COX TMSCHUG.FLUSHING EMENTS o D INSPECTITHE CITY ON OFNEWWATER SERVICES SHALL BE IS ALC IEWARE WITH LEGEND OF SYMBOLS V 3 w A ]MASSACHUSETTS MALL APPRWEL rESOON NEW OUBLE HO ESRV cx VALVE AssEM BLr BACRrLpw 19-�-'- W W f PRETRENCR SMALL BE Irv5TA11E0 ICES EXISTING CATCH BASIN 1p I , W Q N 0A4 TRENCHES NEs LUI INTO EXISTING PAVEUEM SHALL BE NEAT pniC XEp. V S EXISTING DRAIN W A6 3.ALL STORM DRAINS SHALL BE 13 EXCEPT AS OTHERWISE NOTED HEREON. MANHOLE IN W Inc RLRO NO ELECTRIC.TELEPHONE,CABLE AND LAS SERVICE SHALL BE INSTALLED IN EX1571NG SEWER Q ACCORDANCE ME REOUIR EN ENTs Or E UTILITY CLMPMT JVPISDICIIO x, PE Ln EXISTING SEWER Q N W 3 © 5.WATER Ary0 SEWT A ER SHADL BE CONSTRUCTED WTIX A MINIMUM HORIZONTAL SEPARATION OF MANHOLE ` _o l VP 55] O FSEEWER FACILITIESVCRROLSS AL HFP�HERN F THESES INCHES i1ON5 CANNOALL BE IT TBC SLOE TH E WATER W r N B AND ER of kVCE CONDITIONS E SEWER = W II SHALL T ENCASED QUIR IN A SLEEVE FOR A OlT GO F 0 FEET ON EACH SIDE OF THE AREA NG WATER NEVER W o CPE E REQUIRED CONDITIONS ARE NOT MFT, ED WATER GATE V N. ITM1'y. MH 6.ALL NEW SEWER MARC AND SERVICES SHALL BE SDR 35 VC PIPE CONFORMING TO ASTM IY 0 w Z (X BELIED QMH) \ Rx=10 C2 DSTOD DS a.SEWER PPE WITHIN 10 REI OF THE BUILDING SHALL CCONFORMCTOVFTHE T„TATE EXISTING HYDRANT y O N CA S RIM=9.E) IM 5�� PL NL DEOFr THEN`OF SEWERSAL SERVICES SHALL BE CONFORMITY E ECH O Q _I GO MI £ v=S ZD0A-) REOuiFEM wrs E CITY Or SALEM, EXISTING UTILITY POLE Z !R Z4, ].unurc sERncEs ARE APPROXIMATE AND suss SHALL BE DereNMwsD er zvcmrecr AND C� .FILL fx ENGINEER. E%ISTING OVEflXEAD 0 A ( f} WIRES ./ `� \ 0.ALL COVEERREp PARKING SNALL RE EQUIPPED WIM FFLOOR DRAIMS WXI H DISCHARGE TO AN L� Lon a MDc GAS AND ULTIMATELY,r0 HE SAxNARr EWER SYSTEM. EXISTING CURB W L\0 ED, PERFORM 0 ALL PROPOSED SR SHUTOFF WVESVPRE TER O O E alas POWER THAN nnprvC suuL BE EXISTING EDGE OF r m J PR ON DED I EaGGHT COVERS. VC{- b. PAVEMENT W Q B` PROVIDED FOR DU ALL FLOOD D�Nrs WITHIN TUE OWNING W 00 N ^ ENR SF 5 MECHANICAL n1AI ARE SUBJECT TO INUNDATION awc LOap SEE BUILDING EXIST. UNDERGROUND I \ fR TREE 2' � ECHpx Gu PuxS FOR DETAILS. TELEPHONE { � { e 5 O N,W LgEE IV \ \t r PR .PAP 11 ALL 8 ELEVATORS SHOWN ARE REFERENCED TO THE NORTH AMERICAN HDATA OF 1988 EXIST. UNDERGROUND Z N G 84 LLP#552 VI RN�P.R3 ) ELECTRIC E%. SMM SLWE�\' �TLG �y CIN PARKING LOT �� fk3T A \S k SIGN'DO NOT VENT PIP6 12.ALL EXCAVATION TRENCHES SHALL BE IN ACCORDANCE IO STATE AND FEDERAL Uws, g O .]L (LABELED OM ENISTINL 6 SPACES F_ COE p, ENTER" iD RJGF n S re T ARE NOT TO BE E%IST. LIGHT POLE p °S/ NC A\ "O} I5. EXISTING UTILITIES THAT JIM D/OR ABANDONED SHALL OE CUL AND d RIM=IBJ EY' RA \ ( RESTORE DSS NG SMN COPED AS DIRECTED BY THE Cm OF SALEM DPW/N ENGINEERING EXISTING UTILITIES SHALL GAS SHUTOFF PROP )\ IR fS/ t$SINCE CONNECTION ENXTR61�ED TOO ENSURE ADEQUATE Try SIZE Is PROVIDED 'EW UTIUnxLINES ARE NECESSARY l/1 \ PNS A \ E iO 0 W4h V\ Z, A TO MAIN(PRGADEHA NATER T PROVED LOCATION GAS GATE 8 O cm POLE es oEo) \ /' A\ S"9q qy G TRANSFORMER PAD Is APPROXIMATE ONLY. slcry TV ~ g =a JB +a. PROMS TRAry .ELECTRIC SERVICE To BE m ERMINED BY OTHERS, J POLE 6 Gu NIKE / /\M sf R IPwccs O) TO 19 CONTRACTOR TO BE RESPONSIBLE TO cOM PL EI rvc ALL REBATESMR WATER xFprEPs. PROP. DRAIN FLOW f H O CA W aF + NC SOExI°U '^ (PER VnUn 1-' \p \ UP 551 PROPOSED DRAIN a apP 20,UNDERGROUND COORDINATED TO BE ONDVOED TO LANDSCAPE sUNO N!0 AS SPEC FEO Br Ey_CO X OWNER(TO BE COOPO NAIEO WTN CONTRACTOR). PROPOSED CATCH BASIN O A T f}S SI N MONITORING (M w.) • ° G. V • OP /� PROPOSED YARD DRAIN __�1 ',s A `A Rs y _ RES DfN - Ofryq(R ucp / L>OOO(� WELL Ex. pinH PROPOSED ROOF DRAIN 1 CT II CE / T]/. O EX CB f P NG BS PEEi 0 I. {995 X TNEN55 EL E *'\� , - 1/ V\IF l/F NVe392 PROPOSED SEWER — n 'Ro✓E PR POSED 0 1 YYII y y 1 0 LpBBY RMF Hi / W 0 S]. NNu! /RECYCL R00 IlT L?' __ JI E��W�J 9E7q \F /R k / P/550 PROPOSED UGH` S �,:.F{\ EIEU P0�e[Er,/ >s sF n i� oN>q\y� FFj. \ w/uc _ d SPACES v ]SPACESRTlat / i�CWDH(>FSTEMSTREET& IIY1G > # ro W� ) tlsTwc BU LD1Nc \bf� D \ IMecLSS sMH RIM-e.e2 'S GPOVE STREET 0 SPACES CLOSET >>> ELECT /Bq/ / �DE�DETERDOMESTIC NED BY B � $N\fM C \ PbP RrT PAUL OW ^ o p,�TELECOM ( MEBWNIMIL EMANEER 7 ``` p] EX SAH j RLP PR 1>.L 4L f �rWl 1 / 8]1 E%1S LNG I- PROP.TIRE sFENCE % 9 '1.0(fi) S Fk pT ~ s1 ISE ^i UWP OR ( \ (sP RIPKLER RMINCO HYr c A ( 5a B S`O - �'m ECH. i E FAN { AODM RI UP { T-1 f r I �E Y� / / o MECI4 m ENaNEEBC, ( a V D 5N a -^, y T RFPIKE ESEWER <S u' ' \ W 00' u a AS LJ �q 1 ' BE C. �E We Y ]s _ of \� P sfBFER a' a P o ® ® ' / / (u1x 'PSCEs RXu fiN S\ i Li AN m T wv= RG Y OF EX t4 H-, MECH.INTnDE FAR D ex o Lp=P�=MFSTC wARBI,92E ro oP PALRjps T /�� 1 / / I% q. 1, CA, G, Ex STN` B'D.. 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SPEC rIED PER NO 00pOF PpJP.$NN 1 q - m �.1ON oFvsoRs 1 [Tw eE Ory A ae� \ i o 1{ o"o $ o r PALO 1 _ p PMJP.s "�I ff e'Ip M TO mFES 6 Rlu-s)W ro BE d'BID @ • c W'a ru ia� Doss Ix+�EB DODO _ T i_croL�10--- `RAs DT DPW H �DPw HIT © F S z s FIRE PULL S 15'SCALE EN Msr. $MNH g LLP#A905 s ® 1�( ~ e�t XX E BOX BOSTON STREET W/GUY ' 1' IX511NG MMES SW11 BE VEPorIfO TO ENSImE IDEOWrt 9ZE 6 .�. \.M 5MH Ff� =35 q NECESSM'A NEWPPR MER SWl1 BE v—v u v pp.paER uAIN v—V—v—u R'W Btg�8�SCIV�N�R SEAL — NJ=26<] E FRfMOEp IN AWRP.ID LOV.IMIM. �OpO<CG"'M � LE,LB DP V 5 0 JO UP/3296 u (n W VP#361 UP#'I6 FT Z O Q_ N LUMINAIRE SCHEDULE - POLE MOUNTED LIGHTING 80% coma ucygoOV SCAT • SYMBOL LABEL QUANTITY CATALOG NUMBER EATON DEFEND DESCRIPPON LAMP NUT LLF PXOLOMEIRIC FILE DATE. MARCH 10,2017 T STREELWORKS SERIES LEO FREE III WIDE OPTICS U LL VRO-EO]-LED-E-U-T]-X55 Eh A 11 (FlN ISH,ELECTRICPL 1E025LPL&DOLE 12 MOUNTING HEIGHT JOHN 21 L£0'a 0' O.BS UTLD-EO3-1£D-E-U-i3-HSS-JO]O.iea TO BE SPECIFIED BY OTHERS) LUMINAINE LUMENS 1907 W Z LD STREEMORKS SERIES LFO n,PE U �j W UTLO-EOJ-CFD`EI LWO 5 SOUPRE WIDE OPTICS W h B (FINISX,ELECTRICPLPEOPSTPL k POLE 12' MOUNTING HEIGHT JGOOK 21 LED'a O 0 95 VTLO-EO]-LEO-E-U-5W0-]030.iea Q TO BE SPECIFIED BY OTHERS) LVMIxPIRE WMEHS]]°2 Q w Q N APARTMENT / TOWNHOUSE EXTERIOR BUILDING MOUNTED LIGHTING & BOLLARD LIGHTING LLJ W L- LABEL MANUFACTURER h CATALOG SYMBOL (TYPE) ONANTIIY DESCRIPTIOR NUMBER(SEE DRAWING ED) TYPE WLR WATTS BERBERS LL Y D r o 0 LONMPDERn GOUT ETE 2 es Q C ° reBDLLARD 9'FOUR HveBLE ucrviw0.cOSR LED - ze OR LOCAL 4 0 O W = O Ln LL cc: s 4 D 2 ENTRANCE 51GN LIGXTNG TBD Teo - - ENIRNNCE FOR REDLY / ^ O c N G o fVIJE SHOWN AS WALL MOUNTED COMPASS'.CU50 OB-H l£0 1z0 00 - LL O w ry v M ~ Fz MODERN FORMS. Z yf L� Ln ORN, 2 WALL MOUNTED Ws-W 5-IB-GH/ LED 11D 28 DN/GFF EATON LIGHTING 4 r00 ounLrzE uFOLED-25 sTREEfwoNs SERIES J rj HULL N SSR {WINE WALL MOUNTED BOX-12WE]K-2-XX LEO 120 29 ON/OFF Z y -Pc-ELB10 _ `V LL r AS MOUNT VERNON COLLECTION OWEEXTERIOR DOORS AND AT I— i W, KILHLER. 9]090ZLED LED 2700H 120 - 150 W O e SHOWN BRONZE WELL SCONCE GARAGE 00055 � w r m i O Z p O °Y CS NOTES'. Qu y� T. SECURITY LIGHTING TO BE DETERMINED. ,p 6 ,p °` ,q 2. ILLUMINANCE VALVES CREATED FROM MANUFACTURERS PHOTOMETRIC DATA, O 6 p CP `. O' p �0 6 J. ILLUMINANCE VALUES SHOWN REPRESENT MAINTAINED HORIZONTAL Cf ,D p FCOiCAN0LE5 AT GROUND LEVEL. Z ° EOOOTI CANDLEiVALUS SHOWN DO NOOT ACCOOU RNEX 50i NG ORT REFLE TION r ? do a° hl p^° a° °P .p THREE DIMENSIONAL oaaEcis. PHOTOMETRIC DATA LIGHTING 15 FOR POLE MOUNTED HTING ONLY. Of p P o p P STI OP Qp t ry^" H FWSE FW6E .TWE 5( 3P TWOS LW3ECO F 'D°' ^ °� .&^ 3° o`h FWSE FW3E Of qrl d° „p F 1p p 00 YAP 41 p w asnnc D >OpNEW, m 6 °B. 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FEBRUARY 17,2017 ^ � 0 u0R TAR BRICKS AND MORTAR U LL TO BEE USED r0 MAKE NOE TO BE FORD rM MAKE O REACHES TO Do-THE O1n0E G E ADJUSTMENTS _ GRADE 5 ENFSMORTAR BRICKS AND NO TAR U SUPPORT ANH-SE LOAD 1A_`M COVERS 1. SUPPORT AN x-ED LOAD D B BE FACE DE AOC rD MAKE E` COSTAL SEGS OxAll HDIL Ip BER CONGAL RAPTI --DN PRECAST TH RISER YIN.9 TBP �� OPENING LR EER STMEN TS N w AT HURT IS BE BEGno„T” o w F x o U w V' RIYR SEXTON—' AB'A'DIAMETER Z w SER ACTON w °C TIMESNESTLEoUTSIIDE OF PIPE +z"CLEARANCE NORMAL COUNIE.1 PIPX Lu OR - wrvaE°gREE --. L .z uGRANa V1 D w _ L L Lu GO 'A scrnIN RISER W ° PROJECT NOTES. Q -� a iCH BAYH TRAP A 1 EXISTING TOPOGRAPHIC INFORMATION IS THE RESULT OF AN ACTUAL INSTRUMENT H— S m MPSN PR0M POR CATCH 1. —0.1-FT MOPOSS BAY YCnOH URVEY PERFORED BY WILLIAMSWLLAMS SPREADER THE IMPEDE!MARCH 301E MESA 1Y O r a VER EQUAL BASE EXPE., 3 q THE MANHOLE AX TOPOGRAPHICINFORMATION SHOWN ON ABUTTING LOTS 5 BEEN OGFv TZED OM IOV, £ GEE YCnOn VARIOUS SOURCES. 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N (V NDETAIL GE DETAIL mm THE SOALE) DURING CONSTRUCTION SHOULD A CONFLICT ARISE BETWEEN AN EXISTING Unun AND rem"c Z SINGLEET TO GRATE (NOT r0 SOLE) A FPOPOR PRORED SOLO TOOK TFET CO PACTORR.=HALL NOTITY INE OWNER,REPRESENTATIVE IN W Z SLOPED GRANITE CURB 5. CONTRACTOR TO CALL DILSOFE PRIOR TO CONSTRUCTION I 01'.. 0a C CL O AS SPECIFIED - MIN. 2" 3'.1 SLOPE 6, IHS PROPOSEW WATER CONNECTION SIZE HOPE k LOCATION ARE °BE DESILNEO Ix J NDS WJ ATEAOS CUERRDW APPROVED MEDLAR k 6"DIP.SCH40 STEEL PIPE,FILLED WITH 1 4' REVEAL ACCORDANCE ITN a :0: ORM,TATE UMBING CODE. O p F Z CONCRETE STOPPLE f'WELDED CLOSURE m L PLATE AT BOTTOM. PIPE SHALL BE RUST LAYER TOP COURSE ] THE E CONTRACTOp SHALL VERIFY PLL BUIW IHC PREMIUMS AND ARCHITECTURAL Ed DISCIPLINE PDE RFLANGEGAME k TREE AND PRIME COATED, BMLARO,r0 BE sP C r10 s RIOR TO THE START OF CONSTRUCTION. O F Q FINISHED GRACE H COVERED WITH P0.YEMPLENE SUP COVER. LAYER BINDER COURSE ^ c EQUAL COLOR TO BE COORDINATES WITH OWNER, GEESE GRACED LRU SH EO 6. ONE PROPOSED DRAIN PIPES ARE TO BE HDPE OR APPROVED EQUIVALENT UNLESS W AS Nj MORTAR SCONE RN E SPECIi1ED. Q LL CA IS SHE'S A"B PPE A 9. PROPOSED WATER SUPPLY SHALL BE DESIGNED BY MECHANICAL ENGINEER. - TO BE USED TO MAKE POURED CONCRETE BASE LL BE um T A MINIMUM EAA°C A°CEMENS 10.WHEREVER FEASIBLE SEWERS WI u OF 10 FEET,HORIZO NTNLY,FROM M.".B RAT TOP wEEPx OIE TO B[ PROVIDE POSIPVE SLOPE COMPACTED NY EXISTING OR PROPOSED WATER MAIN N."SHOULD LOCAL ANNWILLOrvR PRMNT A LATERAL M RATE PRE ST IN RISER AWAY FROM BO LLAR O. THENCNTION OF 10 FEET TO ANO iH[ 1£V AT ON A WATER EMNL ROwx OF THE THE ESEVEN PLACED ATGLEAST U IN AIS INCHES SECCM SMOOTH CONCRETE FIN BELOW THE MUERTE OF THE W WHENLVER SEWER, UST CHOSE UNDER WATER O FINISH PAVEMENT GRADE VERPCAL GRANITE LDRB, MAINS.TENT HE IS ER SHALL LO UIME ANGRY OF D Al SVCX AN LEVATOR MAN THE CRONIT I OF THE SEWER 5 O DIAMETER OBTAIN HORIZONTAL OER BELOW OGL SPONSORED t5 THE ABOVE.WHEN IS IMPOSSIBLE NO HIRER SECTION - IAM TWE VB D SEWER SHOULD BE ENCASED EE FOR 0 FEET BUYER SIOE OF E ME CROSSING. nNISX cekoE. MATERIAL VARIES E APPLICANT SHALL COORDINATE WITH ME SALEM Pu FIEST HENT TO ENSURE THE SUNNI NAND FIRE ROWS PRIOR o BELONG PERMIT. EGo MAE D BINDER COURSE 12.PERRY RDOE DRAIN LOCATIONS WITH ARCHITECTURAL PLAINS. z�s'SUST`A ciE TOP COURSE r LEVEL ' 20"CONCRETE FOUNDATION — - ME c0 F ABUnINc PROPERTIES USE,O UBUTHE FORM RELATION TO ALL PROPOSED THE SITE WORK O FROM _VARIES G J THE CONT SITE 'ME ELIu:N A TOR'LATCH pCCORG ' OMAN MAP APPROVED EQUAL �� % ]/B"DIC WELDED HOOPS MASSACHUSETTS"PER WEER BUIL"INC"CLO EE INSTALLED IN XLE WITH]0o CMR S<0J 18"CIA,TOP,BOTTOM. ANO CENTER BASE COURSE fi <_THEFOVHDArNO SETTS STATE HO CODE) r BASE SEC Dox MIN, PORTIONS OF SITE WORK GMUL COMPLY WITH TX CURRENT AMERICANS WITH DISABUSED I / FOR PAVEMENT CRV SHED STONE S ACI AND IMSSKHVSEFR PRCHHECTUML ACCESS EBDMO REGUCHORM z. COM PA L IED MpK EV P,SEE 16 ASPECT REQUIRES COVERAGE UNDER THE UNDER CONSTRUCTION GENERAL PERMIT AND THE IT %,/i,G,/i✓i,/ urvDlsmReED SOIL P vEMErvT rvoEEs n PREPARATION of A sroquwATER PDuunpu PRESCRIPTION Purv. \ RAaEL Bas ICNALE.w THE uRST E POLYETHYLENE COVERED ALL HE MANUAL E FRAGMENT 008 CELL CONFORM TO EDITION o _10 E 1 OF THE AN UAL OF UNIFORM INK O EVIL ES. TV SCaEENEO KRAVEL -DISGUST.EARN POLLARD 18,SITE TO COMPLY WITH ADA STANOORON ACCESSIBLE CURB HELPS SHALL BE PER ME a - NIMBM DETAIL VERTICAL & SLOPED GRANITE CURB PLEXACHUBEEM ARCHITECTURAL ACCESS SEARS SAAB)ROD THE AMERICANS WITH AS OR AN DETAIL ACT(ADA)ACCESSIBILITY D IAMUS ES B ON,•MIPRECAST DOUBLE GRATE CATCH BASIN (NOT To=CALL) °'SAB"'T"` SO ("OT TO SCALE) (NOT TO SCAT£) MANHOLE COVER TO CONCRETE COLLAR BC REAS SEWER A. 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MANHOLE DESIGN SPECIFICATIONS CONFORM TO LATEST L[. Z \ ASTM RETE SPEC FOR 'PRECAST REINFORCED D UNDISTURBED PART UNDISTURBED EARTH CONCRETE MANHOLE AN XO LE SECTIONS.' M O NOTE 1 DELDW N C 6'MIN SCREENED GRAVEL BEDDING J_ BUTYL RESIN SECTION JOINT CONFORMS TO LATEST L NpiES: BELOW OUTSIDE DIAMETER OF PIPE. NOTE: SEE PUN VIEW FOR PROPOSED LOCATION. ASTM Cdd}SPEC. B m $TEPS� W` L\O W 1 FOR PIPES OTHER THAN PVC,SELECTED COMMON FILL MAY BE USED FROM d. STEEL REINFORCED COPOLYMER POLYPROPYLENE PLASTIC L7AS TRAP / r w Q ` MID-DIAMETER OF PIPE TO 12'ABOVE TOP OF PIPE STEP CONFORMS iG LATEST ASTM C476 $PEG. SH EA W o N UNDERDRAIN 5. PIPE NOT suPPueO. TRENCH DETAIL FOR DETAIL DETAIL op GRAVITY PIPE (NGT TO SULE) 6. CONE SECTION AVAILABLE IN m-o'ED. ONLY. W (NOT TO SCALE) N N (NOT TO SCALE) 7. FOR INLETS LARGER THAN 10"THE DESIGN AND DIMENSION WILL BE DETERMINED FOR EACH PARTICULAR LASE. 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TRANSITION LURE 1/I"PREMOLDED DOIRT FILLER W/JOINT SGL£R MARES SEE PLAN) WWF 6x6-W4.W4 ANCHOR'FABRIC WITH NOTES �(Y MIN TD FINISH SURFACE) - CONSTRUCTION TOLERANCE x0.52 CROSS SLOPE 2%MAX.ry SOIL AMP BALNFlLL o EXISTING GROUND DIRECT Ory OF ELi)w - ADA SIDEWALK i0 CONTINUE ACROSS t a rvP SuRFnLE PROPOSED DRIVEWAY ENTRANCES 6 GRAVEL BORROW(TYPE B) WHERE EXISTING GRADES ALLOW cOMPACTPO spBGRADEw�ryXF ''' WHEELCHAIR RAMP SINGLE _> CARRY FABRI`CORT _ s DIRECTION WITH LEVEL WALK Ar MEONRY STRDCTLIRF INTO 1R LECH o W...POSTS ENTRANCE X'-0`G.C.MA%. 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CONTROL JOINTS SHALL NOT EXCEED 5'-0'O.C.UNLESS 0111E PWISE NOTED. DETAIL (ECFV) (NOT TO SCALE) CONCRETE WALKWAY CONCRETE SLAB (DUMPSTER) DETAIL DETAIL (NOT TO SCALE) (NOT TO SCALE) 80% COIIVSTRUC II M SET ACCEPTABLE FILL MATERIALS:STORMTECH SC-740 CHAMBER SYSTEMS DATE: FEBRUARY 17,2017 MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL COMPACTION/DENSITY U LL CLASSIFICATIONS REQUIREMENT Q UCTUBJECH 38" O.D. V (P 'RE'ME TOP AT ME CT LAYSTIL TO TIE BEETCHATE HIGIATIMENTS-1 .— RARE THAT LANGETHEREN I CEREALS THENTERATE,.I EAST.1 ME E VATTER NNS �w w ExT A,ANDA�PARAnO1ID-J,EN /YET OF 3 w AYET.�.TIE ALLSORGERSDANDERS,ART RE ON ED Lu :r I x TOP OF�E NT Dx U w o '^ _ OPTIONAL 26"DIA ) W SEMAYERAPuncemEcurtn. TPArFuu °TEDUA GE PEus[ox m, u,J,e,e / CAST IRON FRAME L ce 11 "CEEDISETTINAMENTEMENTER AND COVER/GRATE w [Iu' o-smieunoxe mEax SN-x iNClNImam niE ,...n.. BY x°cwnP.crrox x[aiao. 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J ED n AS 1. IIEL!m $ELiiON NEW BE ANGmmJ EW L d INT ^a ^^1 MO ISLE) INLET ISPE Ni A B o` TO CONT'ACT S,ORITERI FOR w[ixFwaroTov,M us_ wsnErtDe BEETLENT vr[Eo x12 OR OGN Cm OR MUSET TO RON YJ IT E COxCRE,E:5000 PA MORAL.AUDI t0 OAVS. of Go € e STORMTECH SC-740 INSERTA TEE 1-11 TRADING,ALSO AVAILABLE 11 H_ID LESOTHO SORT Y WALL AD ED (NOT TO SCALE) 3.TONGUE AND GROOVE JOINT LEADED NTH Bum LIGIN. SEDIMENT AND TAIIL SEPARATOR V a $ ;FP d CC 3 IT .I, IBILI R S mmm SCREW IN CAL EAL NILOPLAST,rlmmml t- ELLE,ORIGIN RENTLY GRAND IT z F fi G REINGEa s s C�A�,�EuEE IS IT a GAIUMENT r,R.I.�mm1Ess oo� THREATT SPK �o RE LA0 wHE THPO zmw AEG AS � : STANCTECTICH P4 �m a a==_ P- T aAN mmm ., «E w��, v° -M M, AND:TCN �L s ►� IS I 'NONE RON RESTS JAY BE CONNECTED THRouDH ACY cwvaw CONNECTION DETAIL YED.ESHORRUCATIONWITHEYF"TIND5w0EwINSPECTION PORT (NOT To SCALE) • \ \ l \ PROJECT ..E RIVER ROCK RESIDENCES, \ TOWNHOUSES & RETAIL Grading Enlargement See LI ? PNaxre �F c- ',<ngwn<,ere.e.,.alkn negmb` 70-921122BO BOSTON ST gnnlw<.rewmawb I[ng profile. 813 GOODHUE ST, rzrtW ena a m,dnw yp ryp, /' . laodrill wrmanm-nm<mrm[e SALEM MA CLIENT / [awm.wao wbn rYrm LAR PROPERTIES, r o IneraM Fandnll 8m^m uPs 3R�6' LLC ox cnc stlrrel4 \ \ 1" k p�ml flm \ 'NfwmllR.orebjryp. mum •FandralhOnnim[EaM1 SIJes, n sury[arc r _� FRCXRECL [Idewalk®[ dAuiF N.edge olw an"-11 bore ww eagewrewl mg wall ebb^<EV- yy,,�a KHALSA DESIGN INC. almwa�back eu,Lem15 �•. wre'8 ed6✓ M bulla / C uPav rs frilW ve h eq £ - =I_� _ we _ - bYe rank rR ( J C �m i1 sl R 1 cwr n60p. � Q 4 7i d aloc em's , me. Inn adewalkneelt llusF � � __ (_ — � Twl�dle.el a� I � I Y •-� � KHALSA y I � a Ik - 171mVALOO SIAEET SUITE aW i ' oA 1 �� l l i 1 svERVIUE 02 3 el. 61, TELE-1114--M-5912oe a p pasty l' 11 Pm II UI tl M al dw —' l ponr�p.. 'I M -g1 1 w,mn ntgmm a I� to �coxsuLrnNTs w.nEpa r Ire ane C- � a n � .�e wGrading Enlargemen[-See 1I3 " me, :o ve beam AimP rendv,nrt m ere wan �,e. r� II �w VERDAN E�Sj\RO <wll ease neen�m-...Ivg, E-111,endon-on, ahyenas¢ RIVER ROCK RESIDENCES+RETAIL 70 BOSTON 5T+ 13 GOODHODHUE ST _ / `^g n p 10 m, Nmeane ! 1 unh puma runnlne bund as ase ua a rye1 p em panuelwbmlalgm[ry p ''I r dK.., L .. o wra 1. w,ee„mn mna mame ,[.a.m. �/e addl[Mlamaln(ematien typ.,Nm w I Ignore muam,'.-oaWle�.amwmw /\ .ssena[mr.nmr emmr,w eeg< o I premn comm eete[mble or Wla bM ase ea e. %1511NG gU\TREES wav,ng,ve at envy are¢ w Q _ � <ee<nl englma. ro.gae-ng yr 5 � walkway a[<eiswauen Ie WpWng,p[v, �, GROVE peen 5 _ antl mpa Wnem olwTs 93°Fc meml mokerim<e mon-SE v[ w ,\ ,M1I- REGISTMTION w nr,pp 1p 'e reIw '^8 �' <rle�needn8 met Inp i / A� m.appw.vl M I vmeer ''' memlerylneerlrydnwtry, ,Id'rt 4meen yhln6 neWY ane llmF 1%l� «nc unh W"ers 11mM1grnln t s shson aurA,cwl tt I,,' Nphek unnp(erhyau[o(all wrbin&� [ I<uR.S. eV:S=;'%wmV drs mgv Etwrc-aspFalt antl parWrg basvpy.ryp. m eNl evgneeavg or-.Nm.<mIe vem my rem paa [ \ aownap wam�yn;p ryp / r ADA eama Wlry aryv...... Nea allmedeeor saemin pavement trete Pavement I I I 7a, a \ II'Ii mprunar. 15081 6M1e iddwwtlbmm lent¢ mhIn of bulld�N < (az mhald., J-eaa 1111111 any xY I I, .-Il TN 102I17M17 ,n none Pmpe,tyllne a 'VIII I o--m �11�11. ww a �I� I REVISIONS wb� e...m [ n ieny w 111 en..m pm nee.nea \ wnmm.enm vp er pamam eeME dRI s'bt,ma wava be,.!ren RIVER ROCK TOWNHOUSES 'rwnerctone�cp xn,I r, 72-82 BOSTON ST .awn° \:n. `VA.• veNol gnn rob. c rmnc umr �� n nwi x i e \\ see cNllerylnee-rg a4c� wver w2'wash - �O� E�v�o1NG Jl —2' r�m w ` iY L o00 lem, me er A� EX\St\NGtON $\REE\ � "'IW„y 3av l.°.. �� .i• , nn eer w^ \ wilkmYat[ovmbome Ya' entry"wak",' � vem<al6nnrewrp 3'6'do parallel w ft-w here '# e<wll enBNeerlry dnwnigs eease-1m on m 3hc pcket imce .Wry ade+nlF W Materials+ mmI^„W,nll.medvll n Layout Plan Q -- mglne.mm drewim,,ryp. ..� West /2'meW penket Sloe E en]'wldega[e 1k,W lw Rvert.Ignnl[ewA e _ eade rywalk,typ. _ eem Iry".M., m.aiaewaN ]=o <ke[ <we e.Nme nne dmwing,.<ap. 20" Wg1E �J L1 Y1 4'_r;;vmg qp. 1 Wood wen,sa° See L-1.2 for Notes on ✓✓ rWewaiknee tl ens:n ' _ prem-maprmem mi,wgT Y 1-m-m-.-prmih tree 1 RIVER ROCK RESIDENCES o—n..fit-erwnd dnp me.RN e. Prevail empni im m—te wales a x0n.a.and[,viol ii at s¢[an par apmr mora a rImn mM1ew¢e named en = trend, F STON ST S. An[m to Reda mi m[mn,,.mlme pinned to bulling fnanef......m n ear„atemal aawmge. a,mr,re. HUE ST, l0. Cam—,emu-..dais..laid nnf all endente flame de— enemareetrnoa,1111 wim ke ear,of P•opneea ,MA andmape elem ulwalls, rtwmhalls pmpeM llgAWg/mungs.e¢.1.[mmarmrshallem"Ren'di—pan-e—the almdetxt Prior to amanuing wamk.. xs new_: II. All bneeare ynllel or pePmekuhr m llnee lremAichIII are meamured.unless IAemtiee noted.mmeneiensare m hal of wan rend n¢„m::lege m-.email[o edge onmprovement nr am mbemwiee nmed ERTIES, 11. An pedammen w 11I and Rata:on ane land pbnu In.amdimnn be—..al[Mrgee m w°enpmry eMaa. m rew and rc m,lma—me IGN INC. PT / �.� <.rams"" .Ra SA 6'ganla-R. �ue[nil erg ram,d—in .try. \ \ 17 Val STREET SUITE CW SOMERNLLE,MA 02143 um la \\ \ \ TELE—T e1-1 aux rv.6-1 _ 3'Inde all ta,m¢b farce.try. CONSULTANTS'. am--7"k marl uuloxna[nPCIYRtI It,5'h.bill-0 dR- rnk faits mid gates na J. ri—arearknifind—lik V /1 mb., -a em,�ne.r,d- -in VERDAN Amb E ma am,'ne \ ` Pat:wane:maned \ 12 in mbY W qp alum l'nF le dram wmv o(Wldry It mill an � BUI(QIN a'mml qre �-1 / T �� ORflFq\/W� I ewing. l/ l /Rammne Pawng N .net,try ` IngyT. Iu,W -II-0- ho'li'ngMbd all.mama mild,rms '/ t. �//m8%9 erne -- _ nam 11 log Rahe,my d th4x be find _/ / aminmhnmemaeu—mal r'allsbtmreru °/NG 42"1 Stand iNl anaedi air,blit m<n 4 ep,aiacm, fence neamm[—.,d,e IT llfn. r ego-we^ar.te.�g.m and rashes with�nry j i engmeedngaa.mpne[emarv.�n.d�mt,with[nd 'Cq�oICe NG y a t h C.p tlna I,eamwfiremmer,m. "�DDyUf SC�Cls // 1 � 6 ba.volld wind MreN faits Er RIVER ROCK RESIDENCES+RETAIL ., mina met mode pr.i lore �I 70 BOSTON ST+ 13 GOODHUE ST ne— REGISTRATION anm[p `nn Pave .Ike Make,W. 1 mE po,t l8bv tee aMl enBAeennB ' 5'z S.min.laneing-Fere dmumgm fee rnmre and feIral walkxaY[mn8es dlrx im,try. ee MEP 1—it,Ir winry and dap �l➢ a6il—relnfa ion.cre ngln enn8d -ea - n µnm- O r n h cub P tl renin Cm / mar, 1' e1 —nme,b And,sitles egatnrn<v 15081 USI N517 RanIgh II I,gM M8 J Raee civil cxvmw P - di—in,fImeare andbmu6 ..enteram,tl winE.,ryp. II I said• At'mtiml. for It,If n,R ebn ePMEPd gel _.W tl Ahim dd I"brm set,try. nfd-mail aM fair, REVISIONS e� n:m p,npem roe I tta Ilg awlge iry. °i"b'n" a remv n[.and pir,Ed etnpiy,w _ Rel T.11171 n elfin lighnmee Dunt,Re. W. el lk meets dri AuA and nese b`nnc Pal width mnn R'-1 p,ketbnm dry. 8nnlaem[b4apmn, _ nnu t.ameanirtruRJ sup.with m[k Mmlml-Ri, m, — hma ell caner nmg wall ma..vnnmmante e. ut pareR wn[elmgr, sale, wignalm l4'orl,ine nt en ma arvdarymeenng wim[nd a,yinaarimMmd�,M PN^ aaInm,�.qp. s'[m[.Paring a anal block me ammgwel,tee Materials+ erg erym,enq harmirym.ryp. Layout Plan East _ L1 .2 IV � ' n� RIYER ROCK RESIDENCE$ �. PROJECT NAME RIVER ROCK RESIDENCES, TOWNHOUSES &RETAIL PROJECTAOOREA4 _ = 70-92 1/2 BOSTON ST 8 13 GOODHUE ST, SALEM,MA --- r Infill-1 S—E, ,E u,m¢h—,S profile, CLIENT LAR PROPERTIES, LLC 11.00 \ ` L2J� ARCHITECT KHALSA DESIGN INC. v /.09 cOnc. � F _� KHAL A IIS - S t]ISOMERVITLRLE MAS]1d3� -- gW 12.00* s°� coxsuLTAUTsauzruemmi- y gW 13.75 eve — — __ acn,.woxasE6 urc,or6cmN t—{ a BS 11. 0' +1458 ooc_wa11[w (mgu 5%1 II \ "VERDANT F167 119. 14.82 s. _ X1:4. I ' II REslsrxnnox I = I II I IFIs 1 � I I I� GRADING PLAN AT GOODHUE STERET SIDE ENTRY ,rearnme,r ISM xvnrzmv TIN P A:melml� REVISION$ 41 MM g IS' ov[npbn iwenn wiEN IXirtpi 60'.ImgF a(rmNlry wall wiEJ,otpr'u,g as n'n`N�: J�irnitr✓h+�n ny1 snMr'. .m..e.m.e,mn r.a. w.mv nvn.ri n'Mnnaem. Y� F. .mcm. • .. _ 'ci.. = i. __ _ _ _ I JELEVATION FACT G BUILDING A-A 2 —SCALE I/4"=1'A" -- -- 5 61'wenn Img "( Bd,M1 alemryl wenllvE,M1 "p, p 3I6 I,g[lid I'ry rnll�� T E^II( rved = r + ��c[esible,o fi BbtP I am 'I hI— Grading t 6-.• Enlargement& T- — — -- --------- Elevations (/1 ELUEVE NTON FACING BUILDING B-B 11 N 3 L 1 7 111111111 RESmENCEs g PROJECT NAME PLANTING NOTES PROPOSED PUNT usr RIVER ROCK I. All plan utenalahefyeapprodN,the land.11Nita atA. tpro.manh'Nontheslte TRIES a LAnNNanE COMMON NAME SIZE NOTE RESIDENCES, TREE 1. AllpENEralnlalshAlwmem,taahegulaellneseaubllsheeby-FINanymna,Inte ImNun.TSunk',published bythe Amemms,Anonaum,of TOWNHOUSES Nursery....lne IN 2 sual CyraN NI m bust' HudReas .a ly-hat &rtF Pd. 686 <f Chade iPhylWm,aP,mc°m'Ree h: RMrn.hat— 23-3'ca. b3blaingle stem 8g RETAIL ]. Noaubs,stay 1 unl vpmawill beallowetl andb[ethrI,en apPronl orP efrom.G.,mult— Any Pmposetl substitutions n(pWtapu'ies I IS ILNN uao mb'shmar.lnetmb Common Thomleaa Haneypxua, 11-3 so, b86 iFall beaphnt el equFnkntwenn/oro,FelgF[ane bnnchly lobi lower,lealaM HR cebraM ome of Noom me 1 urnaeMren mlipNem MatTree 2-13-cal. bile PROJECT ADDRESS me 2 Magroln'a,aeme. Pones, INA." 2sa'ral. blobixmglexem 70-92112 BOSTON ST • The wm.a,m.anon conte ane re.N Al palls base bnonnx v.b.roe.11raaon m....e via ana,epoa aro to°net,mme lsd.11pe annlna no 3 IHIJ sme'GNen wlm.op: e°Nen Pm°a.>px<wapPle S,1, blobSao 813 GOODHUE ST, PP 6 U.N.u'-se fglnnan Nue iprvre Sb'he b.b s. Z111nn Rall ee vbaemmor you then N testhm by be Co.--,.The Ca....Il mall aaisu Nmmaom.as.ed oul byRsYthelanmope 1 e • QoeeoaMea Sraae[od 3aS Ill bob SALEM MA Archl[ea Trees slullbeplazea MCNen aMubs,Nen pertnnlab and lace ppunacoren.FlnalbmWna must be apprnrea by Ne LaMiope Ar<M1lten OR 1 Que rvb.a Rea Oak 23- prbrtoLima, 3"nl. bgb CLIENT TO "N"N" 5mange' Emenla Green A.bervbae 2a'ha b" a. meroaNdly on.em xndmp Phnraa 3•aWmatlpcen[nmNm gtax.rne,00roaih ermrpN,nao b=pu�+z•abwe aabcemnNmee green. The TP r rnuia vnnaG�Gant Ga°Gantwnmm Rea eeear Pane L., LAR PROPERTIES, .omnare ofp......an shall be sats[the bed at witch ae r4m wax grpwm8 TT 3 ro.mmma IIrusamay Tmnxs-1'W. oLLC a'.mrwn II Em 1-3111 2 Au of....g Sobe aonennties the mil dry,opervalnn of,usual arbonse N"Crmn°r me mea Lady,A-Ims. SXPUBs 8. All pont,are to be shory,hlywatercd after lmWlmoss at least twee WNm He fiat 24 noun. GPGXITELT eP a enamae ax hoes GeMen Mo' enM____,,E' sPn KHALSA DESIGN INC. 6 ]9 Co.N,alpa'Ba'Jhab'ho Xalo Tamthn NS Pm IG II Ilv goon a.e.evicenx n,u e e In4be.rye yea N'Fe z"11 halhe male IM • Ilv mesemea'ON.Gee CM1W GI,I XOIh 36'M1c me tlullhrvle y V IV 36 Ile�reNcillaa SpaM1leberry' Winurbe.ry 311, x°mesM1all be no, �r KL 8 Kilmh bJblo talnlwrel SOn Q Y nP 3reran pe-whorma ueMem Bayberry 2a le 1, RA 30shas ammusm'IOG.o' 4Lro Sum, If'Fe R.-n,awbkme Coawba PhEodWr°n31:10'11 RO IS PMRheas aoaena.on cNwre, WHm I SB 13 sPi.o Samal:'ArtM°Y wall m,ways—Spon 30'M1c S b SPbolap°nio'LiWe Pancexi utile Prions Im— 1.-1, Taxes a mealy Yew AN1 3'ee xpase, VP 3 V,1—Pl.mmentetumwormy Oo°blah"Wome.m 18:11 KHALSA nEPPAI.I.C.PEPENMALS.VINE 17 IVAL00 STREET SUITE 40AM 20 $O MERVILLE,MA 02143 U 25�Ca4magorvµs upbbn Ka.I F°e KarlPTeathe.Rhea Goa #L Pot a"On[a„aasaeea'A.v.all H—al CV 11 Clemaarraglnlnm Vbgln'i Power Vine p3'Pot N <: IhgpexN— My Tut/ #I Pau CONSULTANTS: NW ]3 News..11.11 Wass,s He. Owes. #1 Pot oCAPE an usural PQ IS PartFennmxu.as"aolla Nremw Ins, 3811. LAWN ite spe[PI[aaoni 35 p � vO sm I Im-a oaaw zst cosi \ r wnmm oparWan°e \ ll MB-2 Sf-l0 RO-I,GP-4 N 4 MV-15 IG-2 IG-20 GT 3 v \ s. p mlV� II REMSTRATION tA, �IJ 4 h IV22 + P 6 r -. �a12 I - ,wa \ p-,i LT-I o I .. $gCNE"JOG \a s_ MD-I RIVER ROCK RESIDENCES IR IL \ r c x W�ur�aa \ Vw. 70 ROSTON GOODH CS-14 V"�wcVlagcr r1 D-.P1PE BN-2 58-3 I n�l"4 d � 5e TB.J I 4sNJul&IUpN0fl3 a(DNC E+sr" voNow' ou�un BUy"R"" HA 1 \ A Cry B00 1508 Ewg1NG vp�+ TB-6 CS 0 CS-5 Poo"EsigcEiYwe qT5 GN KL-4 __ wn _ -. ~-. '4 58.5 �, 3 PQ-5 sw° TNse xv Lv1 RA 14 REVISIONS Ext SNG .>. . .. 59_J 00 s 4h' 1 .a..oa QC-4 sl n s\Roc\ own Pre a a1S,J '�i`•'l. �.., VP 49 , AM 9M0 CA 10 �- .yryR,W... - o *?+.. €, + "a. MD 3b� T - Lwa - � y - CS 9...- `° 1 Plannislu to vzem 1� GT-3 1 ` k ` U NYFh � i � 3 i TP.Il RC-2 1 b ''.: - �I 1 1' rrcn C5.3 mG AM-16 TP-3 h � ' AM 16 YYY 1 .q t''I 'l^ seasonal annuals by ownerus AM 20 - CP J I h.n �m 3 roc i A 11 A C._ -23 ALT°I RIVER ROCK TOWNHOUSES \ 7242 BOSTON ST Law U,yW E ODD } 5 h PQ %1005[oH1Cm-$s -a _a + + lrau`u++i+uau RO-14 ___ . lawn _—___. 5J-30 lawnay`. om '. j lawn _ _- - l _ Planting Plan GT-J __ - BN-I QR-I JL _ _ �GT-2 -� _ nz�� RIVER ROCK RESIDENCES d � y. vubpaae "PRWECT]ODREEE 1�r— 70-92 112 BOSTON ST 0! �� IIrTI �n 6 �� 813 GOODHUE ST oenwe+aweeb SALEM,MA .in'lome.EnYrama ,CLIENT CRUSHED STONE MAINTENANCE STRIP r a��- 7 sous:I•=r-0" LAR PROPERTIES, LLL " wra wdna crate 1pe.enrc) - eemPtt<edprocessesgravelmsuaV.. ( J ~y V ✓ V~v ARCHITECT ,- vs-a¢eleag-ng subs wia•Is-:aEea .� - w. Ai d-�bwdugMlb 1 KHALSA DESIGN II NC d one al con 1 �".•�•. amM r ra see U IxMH l6d 5' M' fth hLrl � a Wsesl W /� ,, d ) _NdPumb Arra w wN° /\v etlu salba None. all IYone; pmaaiv ee Nne 9m NM )� �y� Ay( 1 „A1 pc .P aill suYdve Q l/ -al W lu aT,/ l 1Vx L I i ed, i sed l,snad 8 sda ) arahl t h ] i pac<etl sulgnae �IrIT 'r w,Ils eue.tte pvmene orsmlhr ) wmwaeemeAee ) 111`r ITHI 11111 T- f 1 pl mlAn gage rs.nNt 1.by Pane Tech nrappraea 1 r egml xfiert Pavers III hw-Pan,had f xl oebisehr paKKm shall be norrymne padens 11 Pedc,mn wodl Aall be ha,Gn,bond ) 103 COBBLE PAVING APRON-SECTIONS AND PLAN +o An anncwo,,Ever a m.have oldn, rna aAer band KHALSA /ING-SECTION .l LE:la^= -o^ a ne awr �\ s��CRETEtlN1T4AVERS�ON-GRAVEL'BASE=SECTTON�"--",�� e.0 -d \_ / 1]ISOMEWITREETSURE dOp ..w a n, v«.p'ep""uwa�'=W>a..n` ,r- Pwnraaemme-awLLE.Kook 02143 Emd[.e,a.so�aearv.ai,.eei. ucv r.N e.p,no ell pversb5aep.nne,lncv WhISVLTANTS: s amv"m�y�w m�bo "c y required Is ADA .ay..u,.,.w •.. W ="aso.mw. PoohwM adl' ngY oecuEnncw,E<, e4 a. Idealp o al Plan ewaxs xu2.wegrECRWE sabro oqn"M d, r w.w mmimmnsmua du be gbd n.wldrs nmm wa y depth fdee ryw rt be •nm°e % n n.mn alongpaveson- IN m 4^ � { ' " P. dp +a gnnlrvmue VERDANT wmpazced subgnae ARCHITECTURE t' Y• R Iiiii T r ..m.... .�m" «name. _m � nwwa"W.aa�w'-era"'° CONC.ADA DETECTABLE WARNING UNITS-SECTION - he.m.... .mm� n. .ems CO =1I- Ire.e�.w A....n.m.� - xw flesh grade -16 o. mncpaYlt¢ Coosa, 1 ap�a led 4' i�ia'.aaa — 9 edges w m nae, d ° I.Eapan' i' 20-0 both wan and se novel on pan, } } mrn.m 3To ldaed B a Alms alhgnel lam 0.EG9TMTIDX .—halw°'"he 4 CONCRETE SCOREJOINT SECTION 'seri �• _a �� r� e�-ma.®'.� �—Scnie l-iiz =i-o "" � •A —++tl- All HANTIN '•ANITE STEPS,5 RISERS,WITH DRAILS-SECTION �- w°a„ ovinzon iLE 3l1 = -0 ,„.°..mo-,r^uem o�Du h of CONCRETE EXPANSION JOINT-SECTION REVISIowR 3 SCALE h., shoss,A„ z Rem.:,at =7117 on” .. n ,o,,, ...�.. _er.m.�. u. dr ryry .ep an ra ..a. ..m•d __ .a wn.w 6"CONCRETE PAVEMENT-SECTION m...m.Aw.°..e...e...... Landscape 181 she Details Nooe he All j-en. mrs.. _ LD1 )RM LINER na PARKING-SECTION B CIP CONC.WALL W/FORM LINER MAIN ENTRY-SECTION 4"CONCRETE PAVEMENT-SECTION � RIVER ROCK RESIDENCES ENCUECT NAME Noes: Na.e: .Ill III III...AM-mNpc well and Mne u,e a.en,u,M.N. RIVER ROCK wea a...- Raa,peemamm r..pn<,labg maw Commmalal MaRl RESIDENCES, L Re AMalm,pd taw.ra.kal umwow. ,rvla wl,M1 NlM no. J TOWNHOUSES &RETAIL LIH'K'�Ma.uge nll,ryp. NECIECTAIDDRESS P.0 P In,z 16 p. 70-92 1/2 BOSTON ST sca.plan &13 GOODHUE ST, 11,gewea SALEM,MA ..e.gue :Ra9F o�/nal"s CLIENT LAR PROPERTIES, LLC Co—E wl 41 IIE 1 I.- J`� ARCHITECT ay..p.. Il� �„ '°1e rro""g KHALSA DESIGN INC. Mudee iMm�.'"e ak .e°° 1 L li wl IT i t S 1 r..mana< allL] I � �,m�em.,..aw, yul, Ilyi� l�+I 1lTI ampa¢eamegrttle `� Q 2 . . µ..0 i 1 R L71LLr't!�>u II l l .onps. .°,www�o-•�- +=e.....b.ewv. METAL PICKET FENCE-ELEVATION �4 SCALE:3l4`�6• Al TRI Seca.n T1n.Pon Fdl Sad-, KHALSA g 17 rvALoo sTREEr suuE 4w 1Nw.eaeap za wm.I, Lan o11 ] —4x4 wroe p¢,. wl6D pn. 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I. S I G 0 2 KHALSA T,PERED INGENTHARMALCIESTOTHAS ^� fEI pLDOSTREEMA T 5Ml11'43 6O STREET TSUITE400 3 SCHARI SOME TdrMocse-nil rNWMEN a-minl f AlTa -TILE Ts, - /� 6'FkarP _ F Alen n CONSIILTAXTS: rDw a. 66-fi'V I j E,TEa,Da .Tw_ WPRELLAIRCULDECT SERIES ALUM THAD ME LAARA—r SERIES At-I—UNITS,s,.cx ERTERbaa.DDx�Sx.WE IRTEAMDwDx,T>aL.MALLASICITURTALAPPECALS Cil HEDx DN.EF� x�51, ,mc.�.Tsn�on I ------ 1 RaRDEd,. xoDHIT 4AEAPAEIRENAxl..sD�' , �. ,xDRUGH L"R,MEEx�x NO L,—„cREDDLE HEMI AL—E'E ®os mE SRD,LmRs THE TAG PLIVA ME IOUCTMEATERI-MINAND ,.x. T wns °` d s mEDmE .E E .D T�;mmT. STSTRATTINEASSINATHoao° IIISO ,HT1 x ,,..Ea.,,�.PSIL,. yOlt,ewe a�alER OPRIAPEXISETCOND qAIRF a,.m..a TvoE, T 6ttma f T nnwao-Semna s Townnnuse $Emma Fkw a _ Fkw Plan _F Pbn --_—. — _— — — sS. .& 60� Al xn ,cxnswnxc o xuD E Taw oa.un,se[[Lw.,ox co,ox REGISTRAT ON AND ITHERE IST"Al ieIESTEL5EE5,RucT. FlmR bs'Dwa suwim Imiw mDT1C [rvazI • °'ST c LLlS56.ILWN�d1J4 R NG LED AN PLYO AM -z ®5. cvrsumeoaROTvaEx.x-a Dlx O,tl PUMP it -au Ens D° ao TAMA xxmv �°ssreo rvTIO1 R x urvx u m ® Au tett; TownMuse FI 1 TmvMol¢e-F,sf TownMU DEib1 PEVISIOM F A' r FIm,PI _ _ _ _____ _ '" Flm Pla _ _ F Nor%xnn w V pp'-6 _ r 6 VME dsnµm777777 a I 00' 6 I I d I IT A'IL'ITT SILL SELLER 7 AM fi GLEN GENF ANEW I 1 11 11 1 WAR -III III III III-III-IIIGN` Ea - III III III-I III III III III III III-IIIREAMP—THIST A'.' - ' IIII III 111_111-_ � R -III III III III III III- ------ c.x,S,x�T.o.� -. � T M se-Ga III III III-- e.E,ED E,a,n 1111 III III III III III Ai T nhDse-Gad�e TcwMDDse GaraaD _ FDD, -III -I I =11 III III III III III FPD,PIan _ F Plan R 6 - I III-I --FN IJJ-IIS 31.o"6 ,Townhomes-Wall i III III III ISI -III III III III-III_IIIII =I1 . I_I III III III=IIII I� 1 j Sections&Section III-I ISI - -III r III 111=III=11I� I- h4t, III =11 71 Musa -IIIA III-III=111 III III III III-III III- 111_111=III III III III-III III=IIII 1-III III 11=III= Details II II III=III-III III III-III III-III-I -III III III-III-III=11111 I_I11=III III hI III-III III-III=11 �� III III III• III-III IIIIIIIIIIIIII�II�11 ,�� II IIIIIIIIIIIII_I��IIIIIIIII�IIIITI II_IIIIIIIIIIIIIIIII�IIII111111111�IIITI •�� IIIIIII�IITI111111111�IIIIIIIIIIIIIIIIIII111111111 IIII - -III 11 L-1 11 1I IdIIIJI L-II�I __IITII I;II_7h_f-,llm-f=m=,ll—f TII"ImA�TIl I�III-I I IIIIIII-I I IIIIIII-I I I II IIIII -I I1I=111 u l--1I I-=111-I1III1==1 -1I I 1 I n=III—n I=u I=u I=u I_I I I a Io u—III—u l u l—u I=1 a=1 u�I I=1 a IJ iTTfiirTi f 11T=Iii-111r1lT1=11 ITIi11f111I11rt1-111111 1L=111I11I1I-111 -4O I a �TowMomes-WDII Section 3-Wall SeCtion3 3 TownNomas-Wall5slm2 /l iownMmes-WaII5Mim1 RIVERRCGNRESIDENCES- TOWNROIISE$ wMoTwmxwse-RW PROIECTNMI, .. Meer ToGNTL �T p (�__ -6 %an _ _ _ _ „ 3 rGAMSTRAIT GxsEaaGnF RIVER ROCK RESIDENCES- TOWNHOUSES ,Gun sn.r wo[n5ocr ue TIP F5[ ET 181 FROLECT RGOREGI _. 72-82 BOSTON ST, SALEM,MA I iJCLIENT } LAR PROPERTIES, LLC . RRCRITECT KHALSA DESIGN INC. FaM IIS KHALSA 17IMURI STREET SERE aoo SS SOMERVLLE P02,a3 {awxl�axse.TMm 1 'III Ta,nns„ae. H. .Fnox NA.S, ,. Flmr Plan _ ______ ____ - _ _ _ FIoa,Plan CO �. —e COHSVLTAxS: xm \ mwvwrz 11 1 axr[w0nnw rvx.sn,rva. tawc� ® sowWr.wcs IN I ", IT FINISH nmaa ics iFina lANUFFxsxscxrnu,s `axLOOnemoiG ASSEMBLY �xnvuan S1AFMILITERSTERL OW G-Ranow Nia ® 1 11 uYEP�IIWWAFNR GYPSUM A lwnAwucrA ® a.GWGS rxunn f 5 17 SHAT T -21 1M^ -1 IFYEXSLP GYPSUM mAao- A - swuFOAv T nMuse-SUNNI —.—'I TnxnSoarre A. 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ALLEGRUCTU Tewn°nse-Garaga FWxonnoxioixif.�^---- -- --^, - Ea SErmaunua„FoesvamFwxoAT�Gxcor,xscr�oxM Ex TovnNauseGara�e TownhDme$-Wall, a ]_A USLIUMENTARL IN PIMP SUA Sections&Section I IT III�II X11=1 II III—IIL=1 � Details E I=11I III�III—III— I� — — — _ — — III I1—I ISI III 11 111=1II� I1=1 III III IJ f III-1I III=III =t=1I III III=III III H =III I_I =III= III=1 IIJj 1=I Imo '—III—Ti III a III=III III III=III=I I1=7111 I11 j IJ IJ -IT_I E=1I1 1 1I1 1I I I II I II I1 L-11 L-1 I—III—III=I —III =IIL—IIL—IIF=1I —III I—III—I Id —I I1=1 I—III—III—I 1=1T_I A III�II I� III=III_ 111=11LI=111 111-111=III 111 111J11=111—ITI-111-Tf= II 111=11�ITI=11 —111 11111—III 111 111_II1-111 111 111=1I1-1 A�F06 =1 ISI =1 =1 1=1111-III-111-111-111-111,111=111M= 111 111=111=1�1 111=1I1=111�1I1= 1�1 111 r1=111 111 111=111 111 111-1I 1=1 I1 — — -- = MR- 011 F—I —II=111=1 = 1 n=1 a=1 1=1 1= L1 1, - - - -1 n—I Id 11= - --=—= I- — —I IL111—I —III-111—I — — — — -_=111J .L=.L.1- -1I L1 1—u 1J 1—u—1 LT=1Ti-1 I I—III—III—`IIS=Fmff�Ffl—Fft'H-1—�f!1�'FI!—�Y—III—III—III—III—I I I11=1I1=1 I1=1I IJ I IJ ii ii Tcwnxsmes-Wall SecYcn5 ipxnnares�Wall Sechn< RIVER ROCK RESIDENCES- = 3 R 2 TOWNNOESE6 �' PRGJ ECT IUME RIVER ROCK E�:O wEM RESIDENCES- ra SAI ry�EAndy PT o3 PT a3 LIST TOWNHOUSES pi TI.AA.pi saddleo r—L'�q_ -1 PROJECT ADDRESS wwrnP IMW-B4-A 72-82 BOSTON ST, vµpozi uPNxr ■ Pr-Bz SALEM.MA Cnolo - '—, pr-B3 r��-' (ia ST- FORE1 uExT Co-m TGUET arm TGwELGw -B2 �� sem. n TL 03 LAR PROPERTIES, vm ueI,t �- �......W,�f LLL ,a — aP-m — ARCXOECT Bid — ,�- i �� KHALSA DESIGN INC. 1.I par Ide O Tory had"',Bath Type t Slm ©Townh ouse Both Type 1 Blee Eposeen O Toxnhouse-Bath Type 1 from Eleafwn TnwnMuy-BaIM1 Type lS74771 yr=ra vx=ru IT, FLOGNTLE Ar 11 KHALSA ° MW-03 11 NALCO STREET SHITE 400 SOMERVILLE,MA 11141 T- PT 03^ PT-0 LEo�n,.et.xat,<a,- - i O1 a O - ICO PIESIANTS: - TL-0 -03 _ I EI I ILI Oe oup,heres,Bath Type 2 Sloe Elwalon O Freshen dictin a...Typo3 Rom Ekvalun � nnouse-Ash Type2 L 00 F REGISTRATION PT 03 TTTT O r, tt lout — 11„1C �XBath Chirped, L n'=rs O TOvmhouepe�Bath Type 35M1e Elevation Thudded—Bath Type 3 Elevation O lrznM-0e RaN Type3 REV,SIONS h . I ts PT D3 PT 03 PT 02 1 � ® O PT 02 O ' _wyl MW-06 Pi-02 -0 L•J _I TL Q1 T -0' t ¢ Townhomes- � � e �- Bathroom Plans& Interior Elevations A02/� /� - OT Ind-0St se, a nom Eovatb u. ,•�..v,.. 1haparre kva4on pre, 111 EQirznh'-0 Bath Type a Ekvamn u�naw O 1?=�Le-Sam Type . „OL {/ i 8 RIVER ROCx RESIDENCES PROJECT NAME RIVER ROCK E RESIDENCES- II�m TOWNHOUSES PROJECTADDRESS 000 PT 02 72-82 BOSTON ST, PT Dl — SALEM,MA e1 _ E_ cuENr PT TLAR PROPERTIES, LLC I c y= h 1 ARCNrtccT - _ O �O KHALSA DESIGN INC. 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AM AUDI'I EATUREANHAD GO INK • s¢oTmucrvn _, . NNEL MITI SEALER AND MCI'NO TRAFF 11 ryAT R UENT ON.. axwdsv °NS �I��{'{f�\\� RESIST... III AT NE.11 INSCHNISS ANN.I INS ART, cE LEREJOETxc.sx[wx©xwc ELT ATTACHED THE 0 ux[ x IT TLERE US GE I EEN.CUT HURE IF �$ 1� CEILING AS REQUIRED CEILING xRxx[x rt°Pn°Tion MARMALLSTU ATEA 19: NATER AM AT UNNUFFEEN THATTRUCTRIAR FAF STUDIAMINUATA OC TRALLATERST AT UAGE ua.m.,e..=...aE,.vmm.,,c 4 °'°r:A.Ess..e..xmax o.xo xc11 x'c c.s°c i �,T°°xSUCHE®nxER maxs. T xciINALToinsiuTwxwRM• 4 TSP°usx ! ca SEELTS TxxE xe TALLAIE �I b Y y R a § x �S C 6 .x�RR�.w TO ca.a _ sA, Ga s� E m Dirn¢o» 3 •DTAND, ° wm°r Tarovsxunux[ 4 cne xEr P.TERLEITT ECOLA.mRs 1 yr=ra. TAPE, IGTO a� Sw 3i _ o REVISIORR W a,swcmcnuxo m.ox.,..u,�w z 3B p �.TT CIA 1S, Zy �.F '� .a° HIM awxR. 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LLC m.,n.s•• �r°wm`.eiim �� i..ARCHITECT CEE-RIB EXPANSION JOINT 2 RIDGUHIP DETAIL 3 ONE-WAY AIR PRE551JRE RELIEF VENT 4 PARAPET/CURB CURED EPDM 5 DECK TO WALL KHALSA DESIGN INC. � � Z s8.. of v 1 KHALSA nlvALooSTREET U4 aoo Xr "[ ,E`E EOM 6RVILLE M MA1 vD[1 o- CORSULTAHIS: ".r w e r ':.:." my xms =V11 II �I� 6 PANEL OVERVIEW 7 SEIF-FLA5NING CURB 8 FIELD FAB.POURABIP SEALER POCKET 9 PRE-MOLDED VENT PIPE 4 EXTENSION IO DECKTO DECK EXPAN510N JOINT r ,.,..... ....... ,.„ r ,.. 1 �... a Tz r< REGISTRATION I ,1.J-CLIF _ CUKLD. m. MOLDED VENT PIPE FLAShtlNG S 5NEAR AND EXPANSION COVER ' I I SAVE DETAIL W/J-CLIP 2 CURB FIASN6 OPTION b2 3 FIELD FABRICATED NEW F10T STACK 14 PRE 1 / rr p" u..,a v:ie•`u,.a:,oi .-.a..' -:I" :...�na n,ne, REVISIORE NI fi C - EXPAN51ON JOINT 17 METAL EDGE TERMINATION 18 FLEXIBLE PENETRATION 19 ROOF DRAIN 0 MEMBRANE ]_ILL L � I a B Roof Details I I A-813 ' I RIVER ROCK RESIDENCES-- = TOWNHOUSES [ 7NH MET Dely a' TDP L P mE a WATER swsEO ROCK f�: ��" ED � $IRIP ]2 MIN.DYER ME N wATEa smEL° ENCES- W AL0 LDASPMOUSES Far .,..,. 4".s'iL"��•• T WEED PR0.IECTAOpRES$ ^A^-x➢•••^•••. I `S DECK ••'"••"•C•'.m i e. (VARIES) ...,...._.. 72_82 BOSTON ST. :rc::�,r..r _....�. •....•..._., ........._.. _ SAL A .....m_. ........-•..�......._........_ .»x.....r........•.-...._. DRIP E� ,. 1 5 cuExr . ......_.w...... ....... ql NAILING • ••-•••••••-•.• ••^^•••-:-,••• ...— ..,_..,�ec:7STARTER OF • ••• LAR PROPERTIES DO COURSE $XINLLE$INVERTED �!(• STARFSr COURSE wrX FELL STRIP [ s.•..- LLL START WIRE cpuasE--`�TARr SECO140 KHALSA DESIGN INC. „„o..•,e,.,„ Wlr”FUELSiam COURSE NFULLa,.ncn rvu IAINUS rip RRSi i4p STRIP MINUS I/2 IAD •^••••••'• 12 CEE-RIB EXPANSION JOINT 9 RIDGE/HIP DETAIL 6 O F MAYO 1 PANEL OVERVIEW E S I G -qqo S..NTS -A4o Sc.NTP o aMeNTN -qao Salel'TS p Z °5°R KHALSA s -- NAILING \ •.n...,n..... 17 ISOMER STREET 5021E URN RICEFSRMERVIL-AI' MA 0 } 2 /` \\ rl'LPSXINL W/I[E R WATER SXIELD ] xa _T EACH SIDE ^• •-.�•- ^• -�Mym.•„^•W T[i[vxa'.eir.ss��eazruw_- Boa "••••r••••. •••••• •••••• CENSULTPMS: I 13 NOT USED ( 1 HIP 6 CONCEALED RIDGE FLASHING 21 EASE DETAIL W/J-CLIP 5 5[ala NT^ 44p 5taleNiS ] ) 5[aNfIT.$ u IJ L ece,nueuw en[[[o o[[[oe xa[mcuve MY CAP..wu-muve [AP RASNIIIL ux m AP FLASHING wx�o n[cn l MIN_ 6' MIN.(\`fa [weoi 6,1}N' RODF °'`DM 61MTgN SHINGLE^\ SHINGLES C DNPNUDU$.1010 [oNiIN VD05 HOLD Ham' REG [oueu.ro.wx[[, urxm awu. DONM STFm ODI'm STRIP wH $� P SHIWGLES i0 METAL D SHINGLES TO EPDwI x �� 0” MIN. SryINCLCS 1——.0wnwus xwe�i REEF E0 _�NOIlS CLINCH$TRI _ na'mm�eevx..avnmxa 1 3 CEE- • D avnrzmr RIB EXPANSION JOINT A,rmar 14 NOT USED 7 GENERIC DRIP EDGE _ �waa, D_ , i 5 SIIX[Nxa[[P[ut[ .qqp y gaNTS 5 su�rxx y6 p REVUROx5N. E .—AI, aya I' •„ 0 /]2' ICE A WATER SHIELD EACH SIDE ` WOOD DEC Y, [,�a; ` Ir sncry$ram TO Er- cR/[e .uax �_� 1 �IENp Ar LEAST L III q , EYRNO CEIJ IEP. OF ¢ VAP.ILLEY VALLA P1,01 �o mxo �� M N ICE k WATER SHIELD J / OF FL45HIIIL T A%BASHING , SOF- i IT s' . \� ,wee, au'.[m. MExDE\v- ExrRA HAIL w sxp a✓ \ p � ET GF STRIP p IN- iuxe[ee0� gems �Q `' pF RHINL icww ixwc NOTE MGASSIFNICOCCOME, uegeeuec° DETAILS ON CMLI6SEC TION A-A LRo55SECTION OeuRElFFING SYSTEM \\ a 15 NOT USED 11 GUTTER&xDOWN SPOUT �8\CLOSED VALLEY 4 VALLEY FLASHING a Roof Details t -490 RabrvT' A-6i0 C.NTS -490 SI.NiTS -440 Rtla PITS �? � I - RIVER RRLK RESIOENCESI = i TOWNHOUSES � PROJECT NAME RIVER ROCK RESIDENCES- ' _ TOWNHOUSES IRA RAO,A. c� PROJECTADUIESS 72-82 BOSTON ST, SALEM,MA IIsi CLIENT I'll LAR PROPERTIES, LLC — /\ ARCHITECT II KHALSA DESIGN INC. 71 —. O 2 ,FI-,R F,,E µO,.RAwRAA-. .,.E1EFA . KHALSA iT IVALW STREET SUITE a W BOMERVILLE,MADllll veeCarxr oelAl Ema„a ao-nenaeen TE�Enxaxea»snl--rax. YJ"=,'-D' CONSULTANTS: URREAEOCE FOR FREFAING REEPI s vnwAE ER WF L �r mREGR1 MTgX T WE, D211,201 FREE Y FREE RET malERE Ur�,ao REVIS'ONS � w x a { R, 6 � 1 a l Rw/Fastla N I I F Misc. Details � i A-902 RIVER ROCK RESIDENCES- TOWNROUSES z� III 11Hill I I . I .nI I❑I a 111 211,11r, .4 _ � 1._1 1L■!�`�4. f ",l.: ;c. O ��. ..� � Lia{. I' ak. � .t - W.I Y' I . ' [ !fin 1 t� I� {e. l r ' stt. .+i I , 1 � 1:,11 SII t t v-•. ,F II - i } "w� =1�'.i ��Edfil II�1� LJ y i.J W7, ] i i ILI yA.+ �-•In y Y e � I 11 L Fr�~t ril :�I �y� ,_ in W IL ll¢''� 1: Mml RIVER ROCK RESIDENCES- •T � ❑ �� mm .I JAIN I,�� t S■■ lill I� ■1A It �t ( I (■■■I �,�� rzg !A J0Y �i mom t ■ ' �A ■ �$r ? i Fr a, E S _ b`". 1�A■ 1' I ■�i '" dam' �4INN }� 1 a` — _ - ��tr.», a f..�; w v' i`.aryl �&-�^v`-•yam' { �..� � 4 � `'i�a�.'r"�� — _ � = J .� e-•`� +x t 7 1<j: � J,w9,� _.�nr � �L+- ir+.•!- � _�+ ski. .....cc.� � ,..-.ea.. '3,..k.fo5 ,�-..'?*11�,-.a.��M ��L�7 � .L�`a vffz� $'` _ � ��w,�,..., g. s i;V7 lttt teeI[Ie t1sit I s I f� I©_ — .. .�'' �._>� .,* , - � tr ear tt Iti� _, i (IIIA Aft M: .z• �` ,ku:�� - :��rs ll Agm - � L • / SIMON '�` �\'.'��' ti"'=" `�` , r;,•,y�, `. HCl --�`'•..r..� --- S 0 — fl a�. r I + . ". W. .. •1� r� �.+,Pf, `� �:.ry � rt.�� ,., ..� < !^ r.:�. t .-{*t,�.�x..� �.++'°^' r ':�^�Gr._{a-...a. .� .e 72-82 BOSTON ST, SALEM,MA CUENT LAR PROPERnES, LLC v �p "{ 1 , M_ yr ; - _v �..® :f es tai, '!' .9`R' e: ` Fr•.7 . e Jr a . 04 x :. nr ✓ s 3 r TJ >..�' x1 �M, .v 44. 4r �4.'""g"y�',"'y..e„.g 7'.'r ii svd�; .1, F ads F,r»a�"•1, ^ Y +* .;,y 1F rxTmRwK 17 W, In k- • • • PROJECT NAME N RIVER ROCK o � o FIRST LEVEL FRAMING PLAN RESIDENCES- O o 1 Q Q SCALE:11W:r-D• TOWNHOUSES # I I _ 'i I I I POST SCHEDULE PROJECT ADDRESS N xorfs AAA-ii At 1 rani° raper sln mnnwT 72-82 BOSTON ST. I. REFER ID BAAul116s 5 00 AND s-Bm FOR GENERAL wifs. SALEM,MA r XVVR 6dP1 n O q P1 Itl-h6 5[[PLAN f0A PRESSURE TREATED POSTS 2 'ML'-INDICATES MI(AOUMIIAM:NAIED VENEER LUMBER FOR WE SEE SCHEDULE THIS LE[1. KfEA 10 MULTIPLE MLILVL NAILING DETAIL LN DRAWINGS S-300 Pi 131-i+6 HENT 3. IDPIPLYuooD EE w'-e- P3 141-asLAR PROPERTIES+ - 4. ALL WALLS 5XONN=W011ALL ANI BEARING WALL LLC P.BEARING WALL STUDS TEEM GROUND FLOOR 10 FIRST LEVEL SHALL BE h6 BI 12 O[. - n qq rp9 r N ST PM ARLXIIECT n rvq NXN ^ y p nbssia A' mtsAt r IVgpsxFs a rti[ixe A' sn• e.BEARING WALL STUDS FROM FIRST LEVEL TO SECOND LEVEL SHALL BE ix6®16"DE KHALSA DESIGN INC. s. CONTRACTOR N07E WELL GRE MALL BE TAKEN 50 THAT ALL FLOOR FRAMING AVOIDS ALL n PLUMBING CHASES,ELfOAI[AIILGHUM FIXTURES,ET[.REFER TO ARINIRRWAL AND REP. _ (` 5 I {j n - OBAUNGs FOR AMMnmxBL NgOAxengx. WOOD MEMBER SCHEDULE FIRST FLOOR P N i 1 IN. I n ° A AN y Ail a S 6. BACKGROUNDS ARE SHOWN DEC A[i[AfN[F ONLY AND MAY NOT REFLECT MOST CURRENT BA[KGAOUND. O Z ,max rear Ga 11T �.-1 CONTRACTOR SHOULD REFER ID ARCHITECTURAL DRAWINGS FOR FLUOR FLANS,WALL LOCATIONS,[TL MARK BEAM SItE (WENT rt F e- 1. INSTALLATION Of JOISTS AND TRUSSES SHALL BE IN STRICT ACCMDANfE WITH ERECTION PLANS PROVIDED IT ARA AM J geSp BY MAMIGGUA[R. A I&L10 iE450A pl 1 Oe' M�04 NtxO i' ✓ HAR, Fpr B. THE ABLITY IT THE FLOOR 15 NOT ALLEGES UNTIL THE CCUOIK i n m -- vA w X IN A ,i v r 9. AVI[DI�ON PANTO D1NEFL10PSOfAPIlA1[DRAWINGS, C LEVEL 4BOVfKBfS[ON IALN[OAfA0.Y TICTfIOCP AS 0 Illll 113114'.n TIB'FL KH A LSA r IN STRUCTURAL SNA r 'm Is I [ 1 316' x 9 Flt"Ml 1]I VAIDOSTREETSUITEfW gOME 11 11VA G_.116J 7�N r r n x v.REfEA IO DAPWIFE Sd01 FOR SXfAAWAII RTAILS.SNEAAWALLS ARE iYPKAL UNLESS F Itl FLIT b NOifD DII[AWISE ON PIAN. rtlsawxc a+rrss+sosssu-e+r+a+ms m P n G 1316' r 11)ID"ML CONSULTANTS p.FFP f%IfAIOA AND gIfPoOR SNEAAWALL SHEATHING AND FASTENING SEF 5(X[CUI[ON Sd03. N RI 1 314"x v'nL GOLOST9IN MILANO eu' ..�4 10. PLATE HEIGHT AT IOP Of WALLS 11AY VARY.R[RA 10 ARCHITECTURAL DRAWINGS FOR ELEVATIONS Structural Engrueev JAICOBS SIZE AND NUMBER OF ROWS SECURED ON THE SCHEDULE MEANING SHALL BE INSTALLED IZS Main Stmt 1- 11. MCORRENILY WITH JOIST FRICTION 'A MA 01861 181-69D-9990(P1 12 l INDICATES HEADER AT EXTERIOR WALL OPENING BELOW.REFER 70 TYPICAL EXTERIOR 7AL670.9939 E) WALL OPENING FRAMING ON 3-300 13. ALL FRAMING AT 16'Or CNO. M. PT-INDICATES POST BELOW UNLESS NOTED OTHERWISE.SEE SCHEDULE THIS SHEET. K. MIUST BE 5 AND ELEVATIONS SANS NAVE F A CROWNED L THE AGS BRIG ALL INFORMATION IV Y Y 7 Y IY Y MUST BE VIAND E VHX THE SHOWN AV B ARCHITECTURAL B OTHE ARS.BRING ANY NFORLfls OA OIS[RfPENV "INE ATTENTION Of i1F AR[WTFO PRIOR 1D SHOP MEANING PREPARATION OR CONSTRUQY3N.AEZ TO AA[M11[[TUATH DRAWINGS f0A ADDITIONAL DIMENSIONS AND[LEVAIIOXS EACH.FIRuX°� NOT SHOWN. r—��'� �� 111 Rx nx� N -- U F - --- -- - O— ---------------, __------- --------- -------------- ----____ NICO N DATION/GROUND LEVEL WALL -- iF T REFER TO DRAWINGS 5-000 AND 5-001 FOR GENERAL NOTES REgSTRATX7N iiL 'I Iy, 2 It SG'ADISCRETE STAGSALBABONLRACE 10N AfMfOR[[D NI1N 6x6-W29N29 W.MR ON 10 MRS RELY VAPOR U° + BAAAHA SPREAD ACROSS 10"IMIN%OM)Of COMPACTED GRANULAR FILL.REFER 10 GEOTE[NNIGL AFORT FOR ADDiIONAL INFORMATION,NOTE VAPOR BARBER REQUIRED AT HEATED SPACE ONLY. r, _ _ N hi^. pt N .mr n FFv ru-- i A_�` x na " `n. _Ter A. _ _ _ _ - _ _ 's--zO _i N IOP Of SCAB[L[VAIpX:31'-5 llt"ORl[SS NDL[0 r11NFRVlSE m -v .-:--i__ _Fir V14a�E.- _3141 i I T� It —{_i � 3 CC TRACTOR ID[OOADINAi[LO[A1gX Of ALL PENETRATIONS 1XA006N FOUNDATION WALL FDA IT n - ROBIN LOWERED ELECTRICAL REGUIED[TO ALLOW WALL ATOIrP COLUMN FOOTINGSAL AT VEE LOCATIONS xyrpxup L V A [U 10 L W SfRVICF TO PASS THROUGH WN MALL ABOVE FOOTING LEVEL F3 I'll AT It,N r ..MAT t MEAT BE AND OELEVATIONS HE LACES HAVE BEEN LOOKING ARCHITECTURAL TAE ANCNGS,BRINGECT,ALL INfOAMATIONS r r'wrttr MUST BE VEAFI[D WITH THE UifOF SET Of HITECTFREEDRAWINGS.BRING ANY[RATION DR argm wi n. 16219,00 en DISC ARC r t0 n r CEO TPENTIES Af[AF OOTA[CHIX Of DRAWINGS PADA 10 NADP DRAWING REPARATION ELEVATOR 091]TART. q r r r ------------ -- -------- - C[i151ROQI0N F 1 ARCHITECTURALD A IN EOR ADDITIONAL WMENSDNS AND ELEVATIONS IONS r o�.w r c � _ _ _ _� mFu —�n (- � �° NOi SXOWN. comm AS NOTBRG ISn ISnr s� ED { `--' S. BACKGROUNDS ARE SHOWN FOR AEfEAFK[ONLY IOTA MAY N01 [ REFLECT MOST CURRENTGCx,AETpEylgpxg L 11 n n CONTRACTOR HEARD AFiFA TO AA[Nl[[IUAAL DRAWINGS f0A FLOOR PIANS,WALL LOCATIONS,ETC, ¢ r a w 3 6. I.1-O TIRE TS S F RATE SN[AAW LEVEL ARE VE BE[OMTAV[IED FROM THE FLOOR AS ri.FmT IT MimrtO w NOTED ON PGE 1T iN iW Of RATE Al THE REVEL ABOVE. A.ADIED LO DAWISE 5-30i FOR SNEAAWALL DETAILS 513AANpLLS ARE TYPICAL UNLESS r.l.rmr lex[e 11»rte xOlfO 07 WISE ON PLAN A.FOR EXTERIOR AND INTERIOR SNEAAWALL SMATNWG AM FASTENING HE SCHEME ON 5-303. 5 1, BEARING WALLS STUDS FROM GROUND LEVEL 10 fIA51 lfVFl SHALL BE 26®IYOL � 8 'PI'-INTERFACES POST UP(MESS NOTED OTHERWISE SEE SCHEDULE THE SXff1. 9. 'SSW'-NOIGIES SIM1PSON STRONG WALL PANEL.AERA TO S-201 FDIC INFORMATION L SIS 301 FOR BUILDING ELEVATION p R. 'f30'-IF007ING 3'-0•x3'-O'tT0'DP.REV.WI 151-e4 BE.V. tF OF FOOTING=TOP OF WALL FOOTING. " IT '0'-THEORIES HOEDOWN LOCATIONS.REFER TO SINFOLLf ON 5301 FOR SIZE AND CONNECTION. GENERAL CONTRACTOR EOOMNATf WITH WALL FRAMING. q' 8 Townhouses- u Foundation& 1st Floor Framing - S-100 RNER ROCK RESIDENCES £ Y1 - J TOWNHOUSES _ I PROJECT AWARE N RIVER ROCK o THIRD LEVEL FRAMING PLAN RESIDENCES- Q SLALf',1B":T°" POST SCHEDULE TOWNHOUSES 1 I NOTES'. PROJECTAOORNII 1. REFER 1°DRAWINGS 5-°00 AND S-001 FOR CENTRAL NOTES, MARK SUE 72-82 BOSTON ST. aul elw. sau vI Ifl-h6 SALEM,MA m, aALL N mu Als.a o a A21r p , ly yl[R 2 'ML'-INDICATES MI[ROLAMIIAMINATED VENEER LUMBER FM SIZE SEE SCHEDULE THIS MEET. lP, n qy Ay REFER TO MULTIPLE WIVE MILMG RETAIL ON WAVING 5-300 Pi GTR,h6 CLIENT I rI 3. IOPIPtvvpoD T eB+6" v3 u1.a6 LAR PROPERTIES, T Y, 4. ALL WALLS CROWN=SXfAANAT ANDIN BEARING WALL P4 LLC a _ NE I Hance,p X OHUA"p. 'flM R - p A. `� c.HEARING WALL STUDS FROM SECOND LEVEL 1G TOO LEVEL SHALL BE IT6 @ Is-01 ARCHITECT `- an BA LIM `"'LA q sM a i emmrm Qw.n01i a sl Xn[• KHALSA DESIGN INC. _ m _ _ _N--_. . 1 5. CONTRACTOR NOTE WELL GRE SHALL BE CAREEN SO THAT ALL FLOW MEANING AVOIDS ALL l -N PLMMG CHASES,ELECIAICALILIGNTgG FIXTURES,ETI,REFER 10 ARCHIECTURAL AND BEP. r1 ,L r DRAWINGS FOR AMITIONAL OBSERVATION, 5 I C y , _ //�� 6. BAC95ROUNDS ARE SHOWN FOR REFERENCE ONLY AHI MAY NOT REFLECT MOST TORRENT BACKGROUND. WOOD MEMBER SCHEDULE-2od IX 3rd FLOOR n J ( x ' Z CONTRACTOR SHOULD REFER 10 ARCHITECTURAL DRAWWM FOR FLOOR PLANS,WALL LOGTIMS,ETI Q 2 F 1. INSIALGW W TION J05IS AND TRUSSES STILL BE SOURCE Af[OPoANLf WITH UDDER PLANS PROVIDED MARK AGM SIEE COMMENT BY MAN RALTIW[R. M 3 t -_- y [I. A al-TOO _ MM11�� / B THE slAemr OF THE Nopq 1s IOIT ACHIEVED mDR THE Dfrx rs NslAum Ar[pgD1NG TO ^' tenv o o N Atle4 I mffiN[i m A q CRITERIA SECURED IN THE STRUCTURAL CHAMBERS. B 1O.13TC A II 118"ML t _ 1 9_ I�1-INONATES SHEARWALL SGRAAWALLS ARE TO RE CONSTRUCTED FROM THE HOOP AS C (21 1314'.9 IS ML /� /� V if' [¢[w NmfD Dx vuX TO THE TOP OF PLATE AT THE LEVEL ABpv[. D 3 3 C H IIB'ML ��/y��/'1 e a REFER Tp DRAWNG 5 302 FDR SHGRVALL DETAILS.5H[ARVALLS ARE TYPICAL UHESS 9 17 NALOO STREETSUITEA00 _ IPmf A -aoA X01[0 OTHERWISE ON PLAN E 1 314".9 VY'Xl I.. � I ro 13FTro OFfn OFMTELE a _n � 1ro.' @'M F,I Ih 1 SOM ERVILLE,IM 03168 l p E.FOR EXTERIOR AND OUNCE SHAANALL SHEATHING AM FASTENING SEE SCHEWIE ON S-3@. f CEI-ttli N. PLATE N[IGNi AT TOP OF WALLS MY VARY,A[i[A Tp AR[XI1ffTUAAt pAAVINfS FOR ELEVATIONS, 6 1 314".11 11B'ML CONSULTANTS: GOLOSTElE Engineers ur It CONNI G SItE WITH NUMBER Of ROWS SPf[Ifl[D ON THE SCHEDULE DAANN6 SHALL BE INSTALLED Structural Engineers (CH[WAfxltY VI1N I061[AfRgN. I�1 p,I, 1?S.NAIn reel R. T I NFAOfA Al[NIEPI0.Y MALL OPENING BfLOV.RfifA ID TYPICAL EXTERIORReeN mg.MAA FIFTY FRAMING WALL IRONING WAXING ON S3D0. 86RT�9Y90(1 1 181,a'.9939!11 I3. ALL MEANING Al 16"OC.ONO. R. PT-INDICATES POST BELOW UNLESS NOTED OINERVRI SEE 5[HUME THIS SHEET 15. DIMENSIONS AW ELEVATIONS SHOWN HAVE BEEN PROVOED BY THE AACHTEIT,ALL INFORMATION MUST BE VEREEO WITH THE LATEST SET OF ARCHITECTURAL DRAVIxGi BRING ANY THRIFTS OR i / f N(DISSOLUTION ID THE O AREFpN Of THE ARCHITECT R A TO SHOP WANWG RAND ELEVATIONS OR Y Y Y Vr Y Y NOT SHOW ION A[F[R 10 AA[HT[[IUAAL WAVIHS FOR ADWTIpRI W[NSOM AND[LFVAIIOXS 1 Xpl SHOWN. aL O ro'o.[. aY m x NAaIL. 'P.L Ye[Mm 46C tl M1m[N Ims �I SECOND LEVEL FRAMING PLAN SCALL I'D-I A n py RE A r A N NOTES BECISTMnou leMA v�as.m " Or Is AM AM m v ASPIRIN ON Y M 06va ' q- Iwm 0 s (HARRIS _ nVEN, ro- I. A[iFA 10 DRAWINGS S°00 AND 5-001 FOR GENERAL NOTES. _ ot. o[. J1 4L- rI P APC IT n \ T ' n 2 HAD -TO HUES MI[MICRO FAILING VENEER LUMBER FOR SIZE SEE 5[HWIf THIS SHEET. < y F f IB �I U 1 HF[A TO MUCTx'L[H/LVL HAILING OIAR ON WANING 5-300 " F -- - A _ ° '- 3 TDPmLrxppD EL so 6' �` 1. ALL WAITS SHOWN=SHfAAYALL ANpIOA BEARING WALL ae m ro " ^ � f 1 l 1 tl. i, n us O ro'vi. o.BEARING WALL STUDS FROM Ff21 LEVEL TO SE[pN0 LEVEL SHALL BE h6 B 16"OF A gas A r' -O nus 0 ro. M' _L � Af' p mi O Y vnsMMs 0 ' L T Tv S CLUTAACTOR NOTE WELL GAC MALL BE TAKEN SO(MAI ALL FLOOR FRAMING AVOWS ALL PLUMBING CHASES,ELECTRICAL/LIGHEWG FIXTURES,[1I REFER 1G AAIHTECTUAAL AND HER DRAWINGS FOR ADDITIONAL IHOAMA1gN. Ain Nm� IASUJ @tTrz017 m.C, -_y[ me m V- -� em Alun 6 BAGGROUNDS ARE SHOWN FELL REFERENCE ONLY AND MAY NOT REFLECT MOST EURRENI BACKfFiAIND. BRG !ce PE � [CNIAAROA SHOULD REFER ID Aq[Mllf[IUAAt pAANIN65 f0A FLOOR PGM6,WALL LOCATIONS,[i[. q NOT �� m ly .11, ¢�m 1. INSTALLATION H TESTS AND TAOSSES SHALL BE IN STRICT ACCORDANCE VIIH[RECTION PLANS PROVIDED REVISpN5 n " BY MANNACILLSER W.,s - a In n I...... A. ,romaN W IS y U'HI B. THE RIABILIIY OF IN TFEWHE UC N°1 ACHIEVED UNTIL THE Df[N 6 INSTALLED A[[DRONG 10 1 1 q CRITERIA SPF[Iflfp IN IX[SIAu[IUAAI OAAWINGS. IT i} ;eox enw RAW ANN MUI. 9. 1✓�1-INDICATES SX[ARNALL SNEAAVAIIS ARE 10 BE[pNSTPU[I[p FROX THE FLOOR AS 4I IY NOTED ON PLAN 10 THE IOP W PLAIT Al THE LEVEL ABOVE, r 0,A[FCA TO C NRAD S-301 FOR SHEARWALL DETAILS,SHEARVALLS ABC TYPICAL LOESS S NOTED OTHERWISE ON PLAN I.FOR EXTERIOR AND INTERCO SHEARWALL SHARING AND fASTfMNG SEE SCHEDULE ON 5-3°i. x S 10. PLAT[NflfdiT AT TDP OF HALLS MAY VARY.REFER 10 AA[WT[[NAAI DAAWIN45 FOR C[VAIIONS Q@ It BRO5ING SIEE ARO HOMES' OF ROWS TECIRED ON THE SCHEDULE GROWING SHALL BE INSTALLED t CORNAAfNELY WITH 10151 EHEICX S IL t3 WOGTE5 CENTER AT EXTERIOR WALL OPERNG BELOW.OFFER TO TYPICAL EXTERNA WALL OPENING FRAMING ON SMO. 13. ALL FRAMING AT 16"0[.LLN.p. p 14. 91 -INDICATES P°51 BELOW UCF55 XOIFp OTHERWISE,SEE 5[FEgAf iX15 SHfI. 15. COHEN51ONS ANI ELEVATIONS FOR HAVE I PRONDED BY THE ARTURO.ALL INFORMATION ' MUST BE VEAPBG WITH THE LATEST SET OF ARCHITECTURAL DRAWINGS BRING ANY CONFLICTS OR TCWnhOUSe S' MAREPENCIS TO THE ATTENTION OF THE ARCHITECT PRIM TO SHOP[aINAS PREPARATION OR 2nd&3rd Floor [OXSTRLXTIpa REFER TO ARCHITECTURAL WAWWGS FOR ADDITIONAL THOMAS AND ELEVATIONS NOT SHOWN. Framing S-101 RIVER ROCR RESIDENCES TOWNHOUSES I PROJECT NAME N ROOF FRAMING PLAN RIVER ROCK T O O SALE:R8"a-RRESIDENCES- QNOTES, POST SCHEDULE TOWNHOUSES 1. R[ifA 10 DRAWINGS 5-0A0 AND 5-W1 FOR CENTRAL NplfS. PROJECT ADDRESS RNR'N� M 2 ML-INpSA1F5 ERMLAM/LAWNATED VENEER LUMBER.KEEP TO MIATRLf LVE NAILIA4 MARK LZ[ 72-82 BOSTON 5T. uo a nI r.0 m n s y 7 � R I� px BgAVn6 S3BB. % IFF n6 SALEM,MA - ��/// AN O 'oc ea - x - M 0 9t 3. ALl WALLS SMOVN=SXfAAWALI AA9IOA BEAAINL MALL Pt 131-Ev6 CLIENT V AT 1/1 11.0 O u.BEAR11,WALL STUDS FROM THEM LEVEL 10 FORTH LEVEL SHALL BE ON 0 16"Oc P3 141.2.6 LAR PROPERTIES, 6.BEARING WALL STUDS FROM FOURTH LEVEL TO ROOF SHALL BE 3.6 0 1K'O[. P4 LLC oI 9 4 CONTRACTOR NOTE WELL.FARE SMALL BE TAKEN 50 THAT ALL FLOOR FAAPONG AVOIDS ALL im 0 B - PAU69(HASEA,ELICTRLLRFOAMJTNN FUTURES,fTL.REFER TO AR[HT[RWAL AND MEP. ARCMLTECT AT F• -I H KHALSA DESIGN INC. M N ..1 n _ _... At- 5. CONTRACTOR SCARE SHOVE FOR REFERENCE RALY RAWABU MAY NOT Rffff[1 MOST ALLCURLOCATIONS. TIONS.BACKGROUND ABAC GROUND l -F' wl Xe io %y 0eM ttB p 1 M61R LONIRe[l0A SHOULD REFER TO AR[MT[[NAAL DRAWINGS f0A fWOA PLANS,MALL WG110NS,F1L C� I G W 0 N' s- .0 a' y s 0 m' s A s 0 K 6. MTALLALgN OF IOISIS ANp TgU5Sf5 SNAIL BE IN STRI[I A[[pRDAN[f WITH fAfRMN PLAM PAOVBIEO WOOD MEMBER SCHEDULE- ROOF TRO('nL DP D ATA'. _ BY MANUFACTURER. Q 2 = E L L M F rv� ). THE STABILITY Of THE Appf 15 NOT A[NIEVED UNTIL THE DfIX L WSTALL[D A[f0APoN6 ID MARK BEAM 54[ [pMXfNI a'. CRITERIA SPECIFIED IN LIR STRUCTURAL DRAWINGS. n t'.�,K �� WEIOGll SW A l?)-Gig ` PB ,0 8. (.) INDICATES SNfARWALLi SM[AAVAL[S ARE 10 BE[ONSIAU[IN FROM THE ft00A AS .t uv 0 a'ot - �+ nv 0 rot NOTED ON THE PLAN TO THE IOP a THE PLATE AT THE LEVEL ABOVE. B RI-1 ill".II Fair Ml u NOTED ID DRAWING 5-301 FOR 5N[AANALL DETAILS.SIEAAWALLS ARE TYPICAL UNLESS C 1]1-1 311 ,q pE'ML K H A L S/A NOTED OIxFAWSF ON PLAN. /`� 1y rMm p D 131- 31V.II]IB"Ml N?1 C' N pV) E.f0A EXIEMOA AND IN1fRgA SMAAVALL SX(A1l0NG AND fAS1fWNG SEE 5[NfpULf ON S-302. E 1 3/4'.9 112'ML IT NALOO STREE A0214 dOp n$u� SO r.111VLE,MA031G9 v.0 010 9 PL41f NEILNI Al IDP OF WALLS 11AY VARY.AfFfA i0 AA[MlE[IOAAL DAAWW65 iR LLfVAIIONS. F I]I-iO] a <s, s moxesn ...,su.enm I um i O x'n[f ag ee NX a W. BAWNL SEE AM NUMBER t£ROWS SPF[EIfD ON TNf SCHEDULE ORAVIXL SHALL BE INSTALI[D G Itl-1 314".11]/8"ML CONSULTANTS: [OMUAB[N1LY WIT 1051 EAECTYJN. til + TO 11 ivy wea GOLDSTEIN-MILANO Tic it v, s-Os � 11. ( REBATES HEADER AT EXTERIOR WALL OPENING BELOW.REFER TO TYPICAL EXTORTOR Structural Engineers WALL OPENING FRAMING ON 5-300. 1E5 Muin Sxeel 12 Au HAVEN AT 16"BE HN0. Reatli ng.MA 01867 lB1�610-99901P1 13 OVERBEAT FRAMING MAY BE DONE WITH TRUSSES AT GENERAL CONTRACTOR DSCRE71ON 1B1-610-993910 14. REFER TO DRAWINGS AM FOR ROM TRESS ELEVATIONS. 15. TOP OF PLYWOOD J. 16. 'ED-INOCATES POST BELOW UNLESS NOTED OTHERWISE.SEE SCHEDULE 7H6 SHEET. 13. DMI AM ELEVATIONS SHOWN HAVE BEEN PROVIDED BY THE AREXIIE[1.ALL NFMMATDN � MOST BE VERIfI[D WITH THE LATEST SET OF ARCHITECTURAL DRAWINGS.BEING ANY CONFLICTS OR DISCRfPENCIES TO THE ATTENTION Of THEMULLET PRIOR 10 SMP DRAWING PREPARATION 0 CONSTRUCTION.RIFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS AMR ELEVATIONS AOT SHOWN. IS 1-MRAIES ROOF SLOPE SEE ARCHITECTURAL DRAWINGS FOR ROM PIICM REGISTRATION Pgvpum,a cal ovvA M M' BRG AR OTED 2 RENSIONS 0 R 0 8 P k Townhouses- Roof Framing S-102 I a RIVER ROCK RESIDENCES R _ — - TOWNHOUSES PROJECT NAME TENSION DEVELOPMENT LENGTH (Lap Class AI AND LAP SPLICE LENGTHS nap Class BI DRILLED-IN AND EPDXY DOWEL IOP OF WALL IIB-SANTO RIVER ROCK FOR GRADE GB DEFORMED REINFORCING enes rcpmAAl EMBEDMENT SCHEDULE ApDITIMAL VmNLAL RRNE n"MNMUM 1D WWF "1 11 r ABNORMAL L. AS SHOWN IOP OF sLEEvfs _ RESIDENCES- REINFORCING SIZE EMBEDMENT DEPTH(INCHES) 1e=SNA IP,11 OMI,ORKET •4 BAR 6 - TOWNHOUSES .I alIP[AEA[na'ALL1I n. YAR CAL EPCO NIX I.Ra ,I. A[aeLP N4 1n ICK MI[D. ,I in [ICRP As V1116LT4 h Il[AP W flNIW.=PA In UNIXApa YALMV..}0'I 11 AAA sPNPG�..1.P N. [l[AP BA9 YA(W.60 A •5 BAA 3 � � � BRICK SUPPOAI$ �I PROJECT RaaRE53 AlanY[W1[a [PoYISMIN YNOAIIa IPoYY-[OIRA N3 Ra IW1'liI 9 MWlla FPOCY{WI[0 ®{'- "�' r °^D[. 72-82 BOSTON ST. ON Ass ID MI ORP vt TIME 1R a1X[e IW' THE IW' 01I IA M 1I H11EP 1A, OIU IV' OIB IW' THC •6 BAA 11 (MINMUM - VAPW BARRIER A v av n a v vnP n n x v .]BAA Ip SALEM,MA E n a n n n . 11 n n R A a n N m . n a m a •B BAA R A n n » n n n n n n v n a n n w n n n a s BAR 13 CONTROL JOINT AT SLAB ON GRADE cuexT » n n rs G n » m n n n a » n n n .m BAR IB LAR PROPERTIES, I Is13 D n m A a n n n n n » M LLC B ,3 n P 31 m n A p NOTES: 3P'(TYPICAL) d F 0 ,1 u IP n m I. 10 BE USED VIAE(AST IN KALE DOWELS ARE 0M111[p. •f A I ]f n USE PER ENGINEER Of RECORD DIRECTION ONLY. TYPICAL FOUNDATION HNIMOM CLEAR DISTANCE= ARCHITECT sl IA IS n WALL dn,a of ALL SLEEVES(TYPICAL) 31 SMOOTH DOWEL KHALSA DESIGN INC. I, sl x . sl R u al n u u n n 11 e v T t5 E Q IB"Of,Y T-0"ToxG 1 e N M In w n n X M 1) n x 1v N u v w M M is USE FOR 3 OR MORE SLEEVES 16AFASf vR DF BAA PAmA 10,',,,POUR OR USf STOP'AI MINT 5 t A Po li ss N u II n N 13 54 V )1 5] ao SLEEVE END) �( G EY In u a, 11 n IT w 1. N M A N 13 11 R N 11iIl TYPICAL MULTI-SLEEVE DETAIL AT FOUNDATION WALLw A ve n 0 M fB n 51 ]o NEIa5 F Ip 111 4 iX 53 W BI IBA .1 PC FI ME In N BB FI 55 in Y1n, al al MW 01 bB M fl nr R M Tri 9A SN M 49 as ff el 91 11 nb w 61 p3 fl 11 VAPOR BA AA(A, w Im w » In x P KHALSA NOTES:A CONSTRUCTION JOINT AT SLAB ON GRADE v IVALOO STREET SUITE 40o 1. TOP BARS ARE HORIZONTAL BARS VIIH MOAT THAN 12 NOTES OF CONCRETE LAST BELOW THE BARS. SOMERVILLE,MA 02143 1W11xo0US HORIZONTAL EMONE.6v 01 Fan I— RULE IHAOUGN MINI SAM[SIZE AND SPACING AS LAgGER HORIZONTAL STAIR STRINGER CONSMLTANTS: INTERIOR FACE REINFORCING (BY OTHERS) GOLDSTEIN-MILANO ILI [USS B flL1[[ 1 IE IE [LASS B SPLIT[ FUIL BEARING Of Slmcmral Eng incurs ITYNUp .000 STRINGER CONI. 11R" ON SLAB SLAB ON I:5 Main Srtee XfYWAY GAAUE I 7R RiMA U136Y ]3-b67099901P1 • 1l3 ]B I.G]0-99J9111 1l3 LLL F CB'L6 L VEAPOA BARBER WA1fUSTA Rf6Lf1 INSOE FAC[VI `INA60XIAL 7-RTIT AfIMOR[IN4 IVH[Af AfOUNfpI IWMEAE AFOUIq[01 HORIZONTAL J.BRAS H)-VZ"0 EXP BOLI VEAII[AL Slpl BRAS MAY VARY BARS W/Z-1/4'EMBED IN Alfid EXTERIOR FACE 111"ERSTUP ALL AROUND OUS END AXp AI 03mxnxuous ENDSTYPICAL AT STAIR STRINGER x0 SLICE AT CONSTRUCTION 101X15 314' - ' I SECTION Al CORNERS IF[OMTAT CION TONT EXISTS AI WTfA3F[DOES -1D XO SIAL[ AI CORNEAS TYPICAL CONCRETE WALL DETAILS N)TES. - T ALL MORE STANDARD ONO, REGISTRATION Z. VERTICAL BARS NOT SHOWN FOR CLARITY 3, PROVIDE NATfRSTOP AT ALL EXPOSED INNIS BELOW GRADE. /jpF0. A9G RI-•5 r 1'-0"LOAD ADO ONE HALF OF PARALLEL DIAGONAL BARS AT FAIN IN1fRMTfp BARS Al EACH SNE CORNEA IMNOMIIM) OF OPENN6,BUT X01 Lf33 F�f� •",.Po IINN TEN 11 ERIN FACET3 ®N� 1621000, IOP OF WALL ammw ovvlzon MC GREG S NOTED E -_ - RENSWNS �z NHERE II 6 x01 POSSIBLE 45. D• WAnEnN5' TO MAINTAIN SPITE DISTANCE Op 6 B[Y0r0 AMONG,MIIIfY L a ENGINEER PRIOR TO BLOCKED OUI WINING[TYPICAL ALL s SNfs) CUSS B SPICE' �- _ 6 pmfx510x IIYP. r5 EACH FA[[ 9 AW MATCHING n BARS AOOITION0. Q a Al INTERRUPTED BARS ' {qp' SQUARE I AEETAX61AAR OPENINGS CIRCULAR OPENINGS O BRIE: KIES: FM AMONG THAT FII BETWEEN HORIZONTAL I VERTICAL WALL I. FOR OPENNG DIAMETER JV THIS DETAIL X01 RECORD. RUNE NO ADDITIONAL AFNf.REQUIRED L USE AS SHO VN FOR OPENN6 52f LESS THAN WALL IIfAA BAR SPACING ELSE APPLY SQUARE WORKS DETAIL EIAIL AT AT LEFT. 3. AT MULTIPLE OPENINGS MAINTAIN 3.DIA CLEAR 5PACIN4. TYPICAL REINFORCING AT OPENINGS IN Townhouse- a REINFORCED CONCRETE WALLS Typical Concrete Details I S-200 a RIVER ROCK RESIDENCES R TOWNNOVSES - LDL. COL. PROJECT MANE IOL. {vosl yr E 3 ASTM F1554 RIVER ROCK DP ASIn 11554 112'111 ASTM FR54 AT 36 A NIX BOLI ]a6 SIR WALL MI 36 AN[NOR BOLI tab 5rW NAIL GRADE 36 AN[PlR BOLT " ANGLf(LIPS WI Ill"CIA. AT 33"O[ MA%W/ tab STUD RESIDENCES COMET 3P'oL MA%.W/ AT 3Y'OCC,MAX.NI IL)-r5 LFRT HR➢KWIN BOLT 3 E%P, r4®Il've 10"MY EMBfO. - RNC-A5 10'MIX EMBED [PAIL AS 10•nW EYm. � AMC"(EMBED:3 V]"I SLAB REM SL.3r-11 V2' IP-.4.CONT TOWNHOUSES F EL 3Y-111/2" r El 3I'9 I/1" POS DOE PLAN [ 1 IV A4 T0.SLAB SLAB BEND - - El.3r-11 112 4 ON EL 3I'-S 1/Y IN ED CRE Z PROJECTADDRE55 A T0.SLAB 10 SLAB T,0.STAB {PO L@R" GRADES 4@R . s. = -1 S IC' s vl' 1 - 1 10° j To sue 722 BOSTON ST. .w4' m ;• S ' s 6 'i WrcPf PIER = n— $ED yLI'll SALEM,MA r4 a CONT, • WHERE EA[OUWED 1 WNELAE3A(OLOAR - :.� F 4XfA AEONAfD r40YYBV NET. �z r40R III �� 1.31'- _L TOP � L VAHI[S V.W.f. VAPOR BARRIER VAPOR PAILP'. r4@if"� A v llf®la'13 i- -}: 8 BO11[MER • X'1 CLIENT WINE III Illi I_ 6" 6" 6' uqa[aiuullem LAR PROPERTIES, r4@li V.Ef. _ #4012 EEL F. VAPOR BARRIER x131 r5 itB LLC 1 l IIYP.I _ 121-#5 TOP SEE AA[N.DW(5. 'I 12) r5 TAB { 121 S TAB / FOR OBLATION EYE.) ARCHITECT r r WALL AF116.NOT SHOWN =T,1 fDR TION B'S SON BOT s ILAAIIY.RFFR 10 11 _ o - __ KHALSA DESIGN INC. - #5 a mxt 111= 5 I G ' 131-s a mxT • 131-r5 a RET BDIrOn 131- am 6• r-0" 6„ BOTTOM 6, r O„ 6, 00110M TIEA[ME WALL SEE MOTE ID T-e" ON s-we SECTION a SECTION s SECTION SECTION A SECTION -105(AIE 114":,'-0' 00 BEALC 3/4..,,8, o sEAIE 314":,'-8• YALE KHALSA R r4812 E, PLYWOOD SHEATHES IVSURE PLOO STREET 400 $OMERVIE,M LECTE 02143 lOP re,EoxaxE:ar..w�mex r.ve:era,-� WW£ IU'DIA AAM FRS6 h6 SND VAII PRM000 SIEATXW6 h6 STUD ALL PLYVOW SXfA1WN6 CONSVLTANTS: 111-.4 TO SLAB GRAD[36 ANCHOR BOLI UP iM6 SNEAA WALL AT 37 IN MAX.W/ 10"MINI LEVEL t LEVEL 1 COLOSTEIN-Ai uC _ RMT.AS EL.3r-II 1/2" CONT.RIM BOARD RID.AIM BOARD EH,AUU al EU,il 4, 1 10.SLAB 125 Ma n Y 018 (L VARIES l.B WILL STAWs L LANOIN6 ReaE n6 MA 01563 SEE A DW65. BY ACHIP Ttll 610-9990(N 9tl1 690.9939([I 5[E SECTION US5-IDI B. - OPEN WEB p.T.p051 MN WEB 101ST,SEE PEAK Ill"DIA.ASTM F1554 SE[PLAN 301ST.SFE PIAN MADE 36 AX[ICR BOLT f #4012"V£E M AT 32 OL.MAX,W/ VAPOR BARRIER POST B CBSW 51 STUD PA WALL. 10"Y:R EMBED p051 BAS[ TO WALL IIYP.I NMfAf STL9 SPACING TO A[OUTA[D v MATCH MALL ABOVE SEE A-OVGs. &r5 TIES V %1 AIOR GRACE IL 1AOR 49AIk WALL ' -� [L VAPoES _ [L.vOAI[S II IEA DIA.AtlH BOLT SECTION 6 E—T- L-wII L.Eu„ J GRADE 36 AxFNOP BRIT I �1 E L -w_- AT 32'O.F.MA%.wl iH-III-I^'. $-10D YAIF I"d'-0' W'MIN EMBED 11 r5 a FOM. r40R"HOAR. 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ROOF muss TO PLATE TOENAIL 2-Nd 72-82 BOSTON ST. .W. HOT[ w'= SALEM,MA WIA90W HEAD[w WMDON H[AO[P 3'-1<W a/'-0' ' MOGNG i0 JUST iDENAIIImcA eMl ]-BE REFER i0 PLANT (REFER TO PLAN) CLJEXT Rfif AA[N. A[F[ AR[N. - INSIDE INSIDE STUD AT ALL [DILE SOLE PLATE 10 1061 OR BLIKKNG FACE NAIL NE 016"A, CMG saf DWu sltf Ad FLOM OPENINGS HEADER DOUBLE INSIDE SND At ALL LAR PROPERTIES, TRIPLE INSIDE STUD AT ALL (REFER TO PIAN) OpEN:NGS ON J 2nD,AMC 3N TOP PLATE i0 STUD END WALL 2-166 Isl&2M FLOOR OFFERINGSAL FL OPENINGS LLC M%3'-B" SIL 10 50.E PLAY TOENAIL LIR END NAIL 4-6d OP 2-16d -DO LE INSIDESTUD At ALL REFER AA[M. PLAT[ h CRIPPLES 10L 20 FLOOR WENCES ISIZE DOUBLE STUCK FACE NAR Md 016"A, ARCM CT h NIPPLES DOUBLED TL PLATE FACE NAR 16d 016'n.< KHALSA DESIGN INC. �p1NNx FALL Pum HIrsn FADDw PLATE i[P Pu1F5,LAPS AM1q IN1fA5[[110N5 FALL NAR 2-16d 5 ' TOM FLUOR COxTINWUS HEADER,IM0 PIECES ALONG EACH EDGE I61 016"¢e G i g ER MALL HN TO E%IFN MALL [[RING IWSIs 10 PUT[ TOENAIL 3 O S1Iq SPA[ING SIUO SEALING fOXTINUWS HEADER i0 STUD TOENAIL 4-I6d TYPICAL EXTERIOR WALL OPENING FRAMING TYPICAL EXTERIOR WALL OPENING FRAMING TYPICAL INTERIOR WALL OPENING FRAMING (LINE JOISTS,LAPS OVER PARTITIONS FACE FI 3-16d NON—BEARING WALLS BEARING WALLS BEARING WALLS FLOOR TMST TO PLATE TOENAIL 2-16d ND SCALE NO SLAY NO SCALE BULWP CORNER STUDS ALONG FACE 16d 016'°, K H ALSA IAB STAGGER 160®"'T J BLLLt-0P 61RIXA AN➢Bf AXS 17 NALOO STREET SOREODO F100A FLOOR FL WR ENDS AAG SPLI[[S 4-16d SOMERVILLE,M4021<3 SHEATHING $MAIMING SHfATICKA emoxe amesie,zru.on�a SNEAA PAMLs TO BEARING PLATES FAC[NAIL R-IOd i80 COMSIILTRNTS: R3 GOLDSTEIN MILANO Structural Engineers I TRUSSES _ 1 1E]NAin STAFF I21 LAYERS Ci 3l4"WOOL _ -.,L�'_" ,' - _'llReaE g MA OI S6] STRUCTURAL PANEL TREADS 2N1 67D61D 99901 P1 TYNEAL) JOIST HANGER SCHEDULE DIAPHRAGM o-9939 m -SIMPSN FACE MOUNT TRUSSES 3l4„MOL STRUCTURAL HANGER,5[E SCHEME DIT UD O PLANS) WA(W4 NAILING SCHEDULE PANEL RISERS �< BFAM SIZE HAMER INTERMEDIATE ITYPICALL [REFER TO PLANS) " T"i SECTION 111-h6 LU26 LANDING 13) L4N 5[uE r=r.V' LOOF AxG fN[Ils R 1180 WM EACH STAIR PUN N[A1lON SIZE sPA[IN6 DD L0210 0210 A34 CUP111 L Y i i TYPICAL FLOOR FRAMING (OBBDAOALY 1d 6" j� -hP Li D-blo W210-121 MMMUM pANR EDGE Nd 6" EJ-26 U21-3 E10 1d R' 131-2,8 U26-3 hR 0 IS OC. 61-1 31",11 III"LVL 13GDO M321-3 ITE NI 9 112 IA IID 11595 • 2 SECTION 11 DB iM 110 EST FEE III I�JJ SOLE Y'-1'-P' 9 112 IT 210 IIS9.$ .REGISTRATION II 2/B IA 230 IISi 31lII8B TYPICAL STAIR SECTION n]IB 1R 36B nszmnLBB PANEL EDGE 16 LI 360 I15i 31116 NAZI IA-9 V2 THE IID MT49.5 4B" HWIMUM LAP 1 3/4 a 9 1/2 ML WJ9 MAX IM[E lYPfl II _____ _____ ----- In)-ted NAILS EXCEEDEDr T T 1 3/4 II 1/B ML XO11 MAX.MA%.FACE TYPE) rr Al fA[N LAP SM°SOX STRAPTIEEND BEADING IDP Of PLATE SPLICE W rW SPLICE IN BOTTOM EFTA 21 WI UPS 100 ITYPI rIHL BEAM-1E1 PLAN RI-I 3I4 9 IR ML NW0.95)TDP TYPE) TRUSS DS [REFER i0 PLANT PLATE DILATE EACH SME Of BEAM 121-1 314 a it 2/8 XI HW14UN TIL TYPE) ITYPI[All (SEESTANOTE I) AIM IpSi IS([N01[r41 131-I 3l4 ail MWUESOIIlBO ITL ttP[1 13F1 3/4 x 16 ML HNIV5516)TDP TYPE) __________•_ ____ 16210L0 fir FAC ST BEAAIN6 /� .,, /A�/�../ WUBIf IOP FlNO� PLAIFS PuiF ING TYPI LIES- BEARING MALL WANT esNO ty RD T 1e6 STUD MAIL 1. ALL HANfiEA5 ARE SPMON TYPE REVISIOxs �i ITYPI 2. PROVING SPECIFIED HANGER AT ALL FLUSH FRAMED(ONDUIONS. BOUNDARY R AINNG h SIUGS AL BEARING XOif: p ANCHOR SHEAAWALL MIMMUM LAP SHALL BE 2'-0' SPAN OF FLOOR 3¶ MI JB1-NO 53AGGfA[D AT OP ROOF SNEATNWG NDN-BEARING WALLS A DETAIL P NEEL GE -�' 5-101 & 5-307 SULE 3/4':r-0° TONS TYPICAL BEARING PLATE SPLICE DETAIL R D SCALE �—NOTES POST c ABOVE TYPICAL FLOOR DIAPHRAGM PLAN s AVL BEAR NO SCALE LVL BEAM AVL BEAM NOTES: OR HEADER NR DEPTHS 14 ^^ I21-AGNS 0f 111 NAILS AT I. "JOIN INTENTION IX FRAMING IS 1 Ili'. y NA All CNIHS:"I ROWS 12"OE ON BOTH SIC15 AT 12"O(. OX OM SIIX FOR 0[ROWS OF OR GREATER:AA: 2. DIAPHRAGMS AAE ONBIt(KN. G j^ / 13F ROWS DF BOTH NA6 AT aj D(.ON BO1N SOfS ). LLfi EMISSION Of PLYVLD 6 PNpNNNIAR TO FLOW TFU545 OR ROOF[LOSSES. l PLYWOOD ANTS ARE STA6NAN. 15 IBNO EDW OF I h III15 a q I WHERE a Townhouses- ) REQUIREDIII 4 SIMPSON [A[P/[( $ ICIECC ERFS IDEA APSE III I. Typical Wood COUPON( SWOODvosl xf MLD vosrI I I I Details I = BELOW BELOW 1PIMM[A 1v4' Im Ivr�l�lh 1v4 = 12 PEES,SEE LOADED) 13 PLIES,TOP LOADED) q END POST DETAIL AT LVL BEAM END BEARING DETAIL AT LVL END BEARING DETAIL AT LVL MULTIPLE LVL NAILING DETAIL S-JOO SCALE:NO SCALE SCALP NO SCALE SEAL['.NO SCALE RIVER ROCK RESIDENCES R TOWNHOUSES PROJECT NAME 'OTC'[LIP AT In SIX RIVER ROCK tr BEARING WALL Imo%RAYANN FU`E RESIDENCES- - PLYWOOD Pnx600 FLOOR SNFAT RIS a1616p R o of BFAI°H Y 21-1 OR TOWNHOUSES LAxFA NWA IX15NG ID[NAIL WI IA-16E TO TOLD SHEATHMG I0 FLOW � END TXING i0 FLOOR PROJECTAOORE55 72-82 BOSTON ST. GAP:EAT SALEM,MA ILLN¢I TRUSS SEE PIAN DOUBLE IOP PLATE CLIEM mYnux6Us e.NONBEARING WALL LAR PROPERTIES, PRE-RANUfACTUR PRE-STUFAII NO PRENAME FARLPEO FLOOR TRUSSES AI 0'RL. fLOTS TRUSSES AI 16'B.E FLOOR TRUSSES AI M"OL. LLr' h6 FMIFAIOAh BEARING WALL NEU WALL(TYPI WALL BY 1.HE ARY, NWA U., ARCHITECT BY 1.MANNEWI-R NON-BEARING WALL- TRUSS PERPENDICULAR KHALSA DESIGN INC. SECTION z SECTION a SECTION a SECTION 0 5 I S-100 & S-101 Surs T119ft S-100 & S-101 suLI.3rP -10 SULE 31i'er-B" 5-100 & 5-101 SEAL[ r':r-B' O 2 •0IrLlm AT m SIDE OF BOTTOM CHORD OR IDE NAIL WI I21-16e 21-U!EACH 130-17d NAILS TOP OF PLATET2. E� TRUSS BOTTOM KHALSA TOTAL IIYPIGLI SHGRAALL (REFER TO PLALHOM IIYP.I BOUNDARY NAILING 1301-1tE NAIl3 PROVIDE h6 h1 BL17 NALOO STREET SUITE AM BUY«T SPA[EO BLOCKING @ IF 0.11 60MERVILLE MA 02103 BOUNDARY NARIN6 (TYPI[ALIrer[maxaurseiamzru.enea- THEIR TO SCHEDULE) _ K BEAA1116 WALL CONSULTANT6: GOLDSTEIN-MILANO u.c Structural Engineecl HOLD-DOWN ANCHORS SNFARWA« RUDE.I HARING iiws:ro""`Rr6 'REFER IO sLnEW.EI NON–BEARING WALL – TRUSS PARALLEL WHERE B[NA Re,d,,g,MA 01967 HOLD DOWN AWHORs SHEARWALL NO SCALE 181 610 939 LLA 9990"1 WERE OCCUR I, TYPICAL CORNER WALL FRAMING DETAIL WTI NO SGL[ BLOCKING AND HARING REONRED WHEN INTERSECTING WALLIS) INTERRUPTS SHfAAWALL SHEATHING ALONG LENGTH TYPICAL WALL INTERSECTION FRAMING DETAIL NO SCALE IND' A1IS h HEADER SEE PU" TH Roof ]]'-6' v \ n � � REDISTILLATION RG THCFb_or Al i. \ _____ __________ _./ I1HD 1� Ttl-B' T�Iir DETAIL us-308 " It' TH!rbor i__ TML /� SO I-E .t' { rt,4 fl ll STPllTir I�, � + — POST SEE LAN r I4t1't! F .w —//��- I.... ��// II �4 —' SEE PLAN TH TO Eba� L- _ tuba wm.. 16214.0 7 [a rw AS NO RG 0 rHca _ _—_— _ _ REvmous WMATEs SIMPSON STRONG d roW WALL s AE0N TINS-IDI e IYP.AT GARAGE OPENING s ELEVATION L LRETE FOUNDATION WALL LAN 5U¢ Ire'=r-D' 'P2'-INDICATES POST 131-2X6 MIR ML' ' -INDIGIES MI[AOLAM BEAM 5[[PUN f0A SIE[ 1 5 eg ss§st LL 5 A Townhouses- Typical Wood Details II - S-301 P RIVER ROCK RESIDENCES R - TOWNXOUSES TOP Of PLATE TOP OF PLAY PROJECT SOUP ... ROOF ... .. ... .. RIVER ROCK - - m RESIDENCES- TOWNHOUSES IS pH S Q PROJECTAOORESS CdS F2 NY EU _ — — 72-82 BOSTON ST. F{ SALEM,MA q SINPSON(S16e36 STRAPN[516A3 ENT STRAP.TYPICAL STRAP IYPKAL IOP OI PIAIE EACH SIDE OF MALL TOP OF PLATE !' •' •' •'• u[n SIDE OF MALL LAR PROPERTIES, LEVEL 3 .... .. ... .. ... . . LEVEL 3 [ LLC I IF e y . Y S ART KHALSALSA DESIGN INC. _ PIZ rO IM- -aL sR x� ` G Q TDP INP PLAT[AT .. . ...•I PLAY STRAP SIDE°pf"LWALL TOP OF LEVEL t LEVEL i SIT AR TYPICAL 616xL 1 _ E,°°;Id " ,LL _ KHALSA CE 17 IVALOO STREET 5u RE 400 e - _ SOMERVaLE,MA 02143 _ - - CONSULTANTS: GOLDSTEIN-MILANO 11, f SIMSON[SII F SWPSOX(SIDE Sim[IN1al Engineers li STRAP.TYPICAL I• ... STRAP TYPICAL 1 1fiP OF PLATE AI ... .. ....... GDI 1131 OF VALE TOP OF PIAIF Al -;' ''''' '' ' ' '' '' T EACH SIDE OF WALL 135 Mdn SOIAI L Ell LEVEL 1 Pea Jing.MA pl gfi] I� ]g 1.6]0.9999 f P) lB 1.670.9939 fI) 4' LW 0 TYPICAL DF - a' EA[N ENO.SE[ S CHORD TYPICAL S _ SCHEDULE FOR m'$ FA[N fXO.SEE m. SHE. ^i' SCHEDULE FOR SIZEItMd III . y Q' HOl00WX SEE - PLAN LOCATION TOP OF SUB AT . .................. TOP 6 SLAB Al BRUCE LEVEL RfffA 10 TYPICAL GRpIINp LEVEL ITT P 10 TYPICAL -- ...APRALL ANCHORAGE -- SNFAFVAII AN[NORAL[ SHEARWALL LENGTH(REFER TO PLANT DETAIL AIS302SHEARWALL LENGTH I 10 RANI O[IAl A/5-]O2 TYPICAL SHEARWALL ELEVATION(PARALLEL TO FLOOR FRAMING) TYPICAL SHEARWALL ELEVATION(PERPENDICULAR TO FLOOR FRAMING) N9 SCALE ND Su1L AM NQI{: REGISTMTpN L REFER TO SCHEDULE THE SHEET FOR SHEAR WALL IMOAMA110X. SHEAININ6 BEEL,REFER TO ORAVINL S-301 FOR TYPICAL fORN[A M IRAHIXG p[TAII AND TYPICAL WALL INTERSECTION FRAHN6 OEIAII AI SKAAWALLS 01-SKY INA II VI 11@It"O.q IOP.AT ELMS CE WALL \�= HOLD-DOWN ANCHOR AT WALLS SHEARWALL SCHEDULE RZ CIARAW 6ASTMBY EAENED SxuR911, SEE smfouE FOB vR. BOLTS AT 3P'Of. 1211 SEL PLATE WI 10"MEN EMBED [BOTTOM T m BE WALL TYPE SKATHM MATERIAL FAST N111111 SPACIW PRESSURE IR[AIED AT NAIL IMI%IMIIMI MMDOWN PERIMETER WALL ONLY) aAlc memo-. 16414 0 BLO[nING WAILERS 10 SILL (HORD MEMBER COLORADO ANCHOR THREANO A TTRACT IDP CT CONCRETE . OY,]p01 MARK LEVEL TYPE SIZE FIXi SPA(IXG W1[PxfOlAlf fASIfMAS t0 CHORD MM A,R. SV-1 L3 10 ROOF 15131"111 1 PLYWOOD ONE SME BO 6' IT NO Ed 0 6'01. Itl-h6 HONE NONE WINE AS NOT O IS 10 U 8131"STREET I PLYWOOD ONE 510E BO 6' IE" WI W 0 6"DC Itl-1+6 NON[ NONE WINE a DETAIL REVRroXS 5-70 GO LI 10 L$ I5/31"STREET I PLYWOOD ONE SIDE BO 6' li" 0 W 0 6'DC 111-2X6 MON[ NONE DINE ' a G t0 L1 5/33"STREET PIY4900 ONE SIDE BJ 6' R" IID Btl 0 6"OC RI-h6 DITII 11?EMBED-6'I pU PAY IBI-IDS 114'11 llt" 5V-t T3 10 ROOF E132"STREET I PLYWOOD ONE SIDE BO 6' IZ" NO Ed 0 6"OC Ito 2+6 NINE NONE WINE SO WARY NAILING BMIDEARY RATED %TERM OTE 4 L1 TO U 1513i"STRAIT PLYWOOD ONE SIDE M V. R" 0 Btl 0 6'BE Ito h6 WINE NONE WINE LOP Of PIAIF flflO HAILWG TOP OF PIAIE ilfl0 NAILNG e IT 10 LZ Hl3t"STREET I PIYWpM pxf SIDE BY l' H" NO BA @ 4"BL 124 h6 N3Nf NON[ NONE G t0 11 III STRONG MAILS - - - - - - - - Bh BLOCKING \J S 54-3 l3 TO ROOF 6132"STREET PLYWpUI ONE SME M 6' IS NO BE 0 6'QL OF h6 NONE NOW NOx[ fxrfWOR - NOR 6 L2 TO L3 1502"STAIICI I PLYWOOD ONE SME BE 6" 11" NO M 0 6'OL HF 2.6 NONE Now TO HE IT I@ IT 5131"STREET I PIONEER ONE SIDE BE 6" It" WE BO 0 6"OC, VI-h6 NONE NOK NONE 112"DIA PAR [HERD IYPIEAL 0 5 10 C IS131"STREET I PLYWOOD ONE SIOE BE 6" 12" NO IN 0 6"OL ISM h6 DI 12 CI=6' IBI-505 TWIT 112" EAl END.SE[(EMX11CASTHELUL[fpR SIZE. SN-1 B 10 BEEF 15132"STRAIT I PLYWOOD ONE SIM BA 6" R" AG BE 0 6"OL Itl-h6 ONE NOM NONE [%TEAMY REFER AMM N01E 4 L1 TO L3 H132"STREET I PLYWOOD ONE SIOE BE 6' 11" NO PE 0 6"BL I&h6 NONE XON[ NONE ONES. A SHE 112"OLL PA B HOEDOWN,SEE Ll Ip U 15132 STREET I PLYWOOD ONE SME BE 6" R. NO BB 0 4"OL Itl-2.6 0111Z IE-Spy 11411 111" PUN FOR LOCATpX '' ''' '' WDhODSBS_ IFMBFD-51 TO 5 TO I, Typical Wood d NOIEs. : SGRouxo FL. : .. .. ... . ..... WWmn Details FL. I. ALL SHEATHING INDICATED ON WALL LOCATIONS ABOVE STILL BE NAMED TO 1W AND BOTTOM PLATES,HEADERS,AND BLOCKING PER SCHEDULE. RfffA TO iY%[AL ACEAEF R A TYPICAL SNFAAWAIS AWNOAA4[ -- SMA IRALE /� Bpp10AAY NAIWG DEIALL A/5-IOi BOUNDARY NAILING AN[HOAAG[ A-V0/, - i SMAINWG AND NAILIFS AS SPECIFIED ABOVE IS IK MADMUX AEOpHEMfN15 FOR AAUOOAF PMPOA. O[IAR A/5-302 �A/ �{/ LL SMAAWALL LfNGIH IAEffR iD PLANT SHEARWALL LENGTH Rff[P 10 PLAN B 3. REFER 10 TYPICAL SWAN MALL DETAILS f0A ADDITIONAL INFORMATION. L. ALL ONE SIDED SHEATWNA AT EXTERIOR WALL SHALL BI PLACED ON EXTERIOR SIDE. TYPICAL ELEVATION WITH DOOR OPENING TYPICAL ELEVATION WITH WINDOW OPENING FAVOR RocN RESIOENces z NO S[AU NO SCALE TOWNHOUSES PROJECT MARE Puxp00 SH[AIHING PLYWOOD SHEATHINGRIVER ROCK 2m STUD WALL RESIDENCES- _ IAM�N XANr.A h6 sIW WALL CAUSES NAxG[R TONT GO LEDGER TOWNHOUSES COAL h10 LEDGER ATTACHED TO h6 ATTACHED 10 h6 STUD WALL Wr 131 PROJECT ADORER ROOF SM[biXIN6 SLOPE-SEE AR[N. STW WALL Wr 131 AOW SM[ATpNG SLOPF-5[f AR[M. ROWS Of ON NAILS �—h6 STUD WALL h6 STUD WAIL TOWS 0 12d MARS r PLYWOOD SHEATHING PLYWOOD SHEATHING SILL PLAT[ PLYNOOO SHEATHING PLYWOOD SHEATHING SILL PLATE PLYWOOD SHEATHING 72-82 BOSTON ST. SALEM,MA xl imOA s[f A-OWES, kl FLOOR 1st FLOOR xi FLOOR SEE A-OWGS.� fL 40'-6" '� fl.W'-6" [L 40'-6" fL 40+6" ueuT TONT FASCIA CONT,FASCIA LAR PROPERTIES, LLC rA.E' OPEN W[B TRUSs ML Sff PLAN Lh IDI515 SRNLWEBAN TAUSS NL Op[N WEB TRUSSAXPSON HANGERSEESO4 MANGER SFE PLAT Sf[RAN sff PUN 5[F PLAN SF[PLAN SIMPSON TRUSS PLAT[ SIMPSON TAWS PLAT[ EACH E HANGER SE NfAO[A RI-h6 IOP PL41f SCHE UXD.SF[ SFF PIAN SAP-([-OSISEPOSTA HALST (ON1. ED LEDGER [ON1. 0 LEDGER S[IEDNF [AP'[[p' sff PIANSOUP WAL TO ab AivaD Io a6 KHALSA DESIGN INCtlE]f: STW MALL V/131 STUD WALL Nr 131AIFfA 10 ARCM OWES.FOR ROWS Of RE Wx0 ROWS Of ON NANO NfAO[A-SEF PIAN a SECTION 5 I EL[VATPJN BE FLUIDS SECTION z SECTION a SECTION p 2 s-loo sLALL:3u�=1.n' 5-100 SULE:U"=r-B" 5-100 SULf.3ran'.o" VENT(BY OTHERS) 1•EAP K H A LSA SIHIPTARGET PH DOE I7NAL00 STREET SUITE COO PLYWOOD YWOOO$X15U26 IIYPI RIDGE GUAM SOMERVITRE. SUITE ROOF SHEATHING TELEF140HE.--_A_ SOMPSON HANDLE 2P6 STUD WALL RAFTER SLOPE-$[E ARCO IAUZ BZ SFf PLAN � CONSVLTANT3: eve ROOF SNEATWNG SIMPSON H25A llF PLYWOOD SxfAlxluG GOLOSTfIN—MILANO r.rr h BLOCKING [DNI.hl0 LEDGER IIYPJ 5[f A-OWGS. Svxemrel Engimers AITAEMfO 10 h6 T0.FLOOR IN BfTNffx[A STUD WAIL Wr 131 7HEADER 125 Na n,SUIPI RAFTER SLOP[-SF[AA[N. ROWS OF 11tl NATO [L 50'-6" Rn Jing,.NP 01861 $IM SON H25A 1t)_q.,0 ]N I-6]09990 0) iIE IIYPI IIYPI 19 1.610-9U91U POINTED SHEATHING S ML BEAM WEN WEB TRUSS COST.FASCIA 2.RAPIER SIMPSON POST LLE N SEE PLAN SEE PLAN 12) '2PH ARE". SF[RAX [AP"B[46" SIN'SON fA[F SOVSON IOISi p pAESSME D MAV MLUNT MANGER OOUBtf TO4 HANDER.SEI TAGIfO LE [AT ENO PLATE SCHEDNf SE[PUN PLYWOOD SHEATHING —h6 STUD WALL SEE RAN o SECTION SECTION 5 SECTION 5-IOD uALE 3u":r-o" $-IDI su¢ 3ra',r-D" • s-loo sUIE 3/4",,'-p' • BOUNDARY NAILING REGISTRATION TOP Of PLATE FIELD NAILING h BLOCKING � M_ PROVIDE ItF LLtl XREFEARCH 01911011 NAILS 0 11"01. Sy MC BETWEEN SILL B ERG wME N G s s� SIMPSON STRAP PE .. .. .. . ... '.. SIMPSON STRAP TIE REVWONS 4 MSTA21 MSIAEI o a shorn LEVEL 3 pp y S BOUNDARY XNLWG MIT-SEE PLAN HI SHfARNALL LENGTH(REFER TO PUN) s a TYPICAL ROOF DORMER ELEVATION WITH WINDOW OPENING s-101 x0 WAR }a 4 8 Townhouses- Typical Wood Details IV S-303 RNER ROCK RESIOEN CES R TOWNHOUSES T. PROJECT NAME BLMKWG W BETWEEN HOF SRATHwG BLOCK IN BETWEEN I�ROOF SHEATHING EACH RAFTER SLOPE-SEE ARCH. EACH RAfi[A SLOPE-SEE ARCH. vspW N:3A RIVER ROCK 9E PSOLNPE r uE(TYR) RESIDENCES- COW FASCIA TOWNHOUSES - AWF SHEATHING 31MPSON HOA TIE L0.Yi.fA5[U ROOF RAFTER ROOF RAFTER SEE PLAN PROJECT ADDRESS SEE PIAN DOABLE IOP PLATE 72-82 BOSTON ST. PLYWOOD SHATNWG MfA.A-SfE PLAN PLYWOOD SHGIHINL MEADER-SEF PLAN SALEM,MA CLIENT RIDGE SEMI R®6E BEAM LAR PROPERTIES, SEE PLAN SLOP[p RAfi[A SEE PLAN SMPSON MANGER h6 STUD WALL LLC UU210N HANGER y6 IT.WALL LRIY(Ipt tr6 Slpp MALL LAUEWZ f0.Yi 10ID LE06fA OMT.ttl0 LE06ER STEEL SEE AAM ATTACHED VALID tr6 ATTACHED TO tr6 App SHEAINW6 SLOP[-SEE AA[N Sipp VALE VI 131 ROOF SEEAUDI (— ARCHITECT TOP LIYJAD SHOWN FOR REFERENCE AWf SHEAT IMG SIOP[-5[f ARE SIUD MAU W/HI ROWS OF ME MALS PLYWOOD SNFALMN6-- tv6 PIAIE W/Itl- ApVS pf 13E NAILS ONLY ITAU55 DESIGNER Ip VERIFY 16tl NAILS®R'OC AOp APiIFp IF SIXLLf OR DOUBLE TOP PULE h6 PEA W/RI- SIMPSOX tAUSS PIATf h6 PLATE V/RF 9MPSOX Ni SA KHALSA DESIGN INC. [MORD 6 Rf0@A[0-IYP[All ROOF SHEATHING SERSOM TEALS PLAY 1W NAILS 0 1i' O[. iH SFf RAN PLYWOOD SH[ATNNG 16tl NAZIS 0 1Y O.C. P..NO 51[iATMN6 trip® PLYWOOD SHEATHING PLYWOOD SHEATWNL 141-AM Ad FLUOR 16"OL GO!FLOOR Ertl FLOOR Y EL 6p'6' )rtl FLOOR [[qT.fA5[U FL W'-6" [L.0 6" Q Z CONI.FASCIA EL 60'-6" CONI.FASCIA DOUBLE 70P PLATE NO PLYWOOD SXfAIXIXG XL BEAR OPEN WfB TRUSS t!1p® I6"0[. CP[N VfB TA055 h6 OPEN V[B IpU55 h6 5100 WALL s[f PLAN SEE PUN 16 OL Ml HEADER OPEN WEB IRJ55 'X10 HANGER SEE.1 PLAN Sf[ WE SWPSON HANGER SEE PLAN' SEE PLAN ARAB A MANGER mw.hm Y IXI COAL hB LED.R tr6 slw WALL KHALSA CONI. ED O VAR ATTACHED ID,0 AT1A[HAD 10 GIB ATTIC ED 10 h6 STUD WALL WI 131 I[AOEA-SF[PUN Slpp MALL vl 131 SIAS WAIL WI 131 HEADER-SEE PLAN ROWS Of Rtl NAILS ROWS OF 1ttl 1(3S ROWS OF IItl NAILS 17 NALOO STREET SUITE 400 SOMERVILLE,MA02163 HEADER SECTION TEL PIAN sIALE..3/w-F 3 SECTION M SECTION s SECTION CPF LTANT3: s-lot k s-los 5-10 SCALE 3I4"9'-0" 5-10 S[AL4. GOLDSTEIN-MILANO uc $INF WfB1 En6�D<crs 1E1.—$Free, Aca'..D AIA.1.1TAI-6]D99901p1 IL:I'DM11II NBLOIXING IN BF1vEFx ROOF SHEATHING ICK RAfRA IMI ITT Afl[N. SIXPSON NI.SA r IF EYEI LOUT.FASCIA ADO'RAP OF li fE PLAN PLYWOOD SMIMENG MfADEA-SEE PUN j51W5OHAKER OPIUM HANGER h6 SIM MALL 111 STUD MALLLR12102 PLYWOOD SHEATHIAG LEDGER IX6 SLWf-SEE AAEN. MW L TO b6 S1W MALL M/131 ACM SN[ATN'N6 SLWf-SfE AR[N gEGI3TRATOA ROWS Of Rd NALS — M PLAY VI 12- 3,6 AIME v/121- PRIOR X$SAAN NAILS 0 R'0C. ML-SEE PLAN GORDON TRUSllf ROLE SHEATHING 160 NAILS @ R'0[.PLY.=SHEATHING ICI-10tl RAFTER PLYWOOD SH[AIWN6hlp0 VfNI IBY OIH[R51 591PSON XpN5[A AWf 16"OS. Yd FLOOR Ertl FLOOR 1"OAPfL.60'-6" 60'-6" LSSU1t6 0 Ml [L 5[E A-0WGSCONI FASCIA AWT.FASCIA SW3pN MANfiA ROOF SMAIHW6lAUt10t®hLRU2102 IIYN SL Sff ARCH.SMpSON ML HEADER,SEE ML BEAM 3rB OPfXPVFIB IAU55 - ING WEN WEB IAU55 HAKER POA GP PLAN WI SIM OAN SEE PLAN SIMPSON HANGER 0 0"OI UNDER WALL SIMI COLUMN SCE PUN HANGER 0 EACH IS BREACH HANGER Al CAP �M .� 1621100 Lf06FA FXD [ONi.hB LFOLFR tr6 SFW WAU [A[N ENO RALLY W000 POSTD 11 111 FAST,SfF ATTACHED TO ir6 SFf PUX SEE RAN WI11QCllLL MI UIPLAN STUD MALL WI 13) M M F Rd NAILS ROWS Of Ltd NAILS ML RIDGE BEAM RAFTER(IYR) RRG PI SHEATHING SEE PLAN SEE PIAN AS NOTED f s SECTION � SSGIf ECTION IiEvwDx3 � a SECTION s SECTION «a o...MPs. ow s 5-101 5-10 sGLE:3n'er p" S[PLF 3/4'd'-0" ¢101 $-ID 5[Alf 3/4"d'-0' 9 2 s ROOF SNfA1NING SLOVE-SfF ARCX IF SON H6 HL-SEE FUN ROOF SHEAINIW ilF EA.SIDE SIIRSOX MANGER Appf p IRO... EL.SE[A-pW4$. ML BEAM y [OHI.fAi[IA SEE PLAN 161-TOM NAILS MONTE TOP PLATE WEN V[B TRUSS SFE PLAN 6 a6 STUD ueu Townhouses- PLYWOOD a PlrxpoD SxEA1wNG Typical Wood SIMPSON HE SA YP 11[ Details RAFTER ITYPI SEE RAN Io SECTION 11 SECTION C SGIE 3IY':!-D' S-101 SGIf 3Il'S1'-p" V-304 E a RNER ROCK RESIDENCES LOW NHOU 5E5 PROJECT WINE ! HVAC Ductwork Symbols HVAC Ductwork Symbols HVAC GENERAL NOTES RIVER ROCK HVAC Piping Symbols GENERAL IN w,BRE.P A CQNRR:T DWRs BETWEEN,NESE xorzs MLD THE SPECIFICATIONS.THE MORE RESIDENCES- & Abbreviations & Abbreviations RmNCEw SMALL Awv. wr IDR XEs[ . z. EXAMINE ALL CHAMBERS AND THE RPECIFI ON MR THE WORK REQUIREMENTS OF THIS EE4ROxBUT THIPPRE . TOWNHOUSES [Ww6ul.A[. — — R RAW SUPPLY J MAIL WORK IS'MCICATED DSGRAMMATIALLY.Eucl LOCATIONSOr ALL COMPONENTS NM,x BE DETERMINED IN 7 FIE ANO 0, PROJECT ADDRESS Sly (WE NORTH r'�I Mal D R,u PER WFCM— WATTLE ACNµeUlt➢I 4 QUIv[ DR tta IMERr[INE W IH O+X[ L SALL BE REBOUNDED AS REQUIRED AT NO ADDITIONAL COST NO WE OWNER.wEWPOSTAT LOaTIQNSRs+w:BEAPPROVED5F WE MCHREE BEFORE THE IxSTANTlOx. 72-82 BOSTON ST, ® NEW AWED OMMK MN - _ _ THERMOSTATS SRALL BE rzD NEW DROPPED WIRES AND LOCATED IN THE REE M THE ARCImET PRIOR TO ART CUTTING AND SALEM,MA ING GroTuc PPWIR MnmRrc.EUPCNT Ert w .Drtu DITAa asnR9 _ _ w ncxWORK SMALL MEET O REQU N HENCE OF ALL NATIONµ.STATE,CDU",RY MUNICIPAL AHD OTHER MU HDmmEs III SII (INE WEND) TO TO FAME —DO— EXERCISING LUMBERTON OR coNS,M,C a or THE PREJER.ALL REQUIRED SHALL BE CRASHED. MR.AND CLIENT PRON MMWL Duuxz,EWER.OC. M+ CONSUMER CH IF mW,MARDµ+4N Me/. MADE AMA.ABLE AT THE COMRnIDx OF XE WORK. DD N REINED( G TEND INCHES MnHDIRs.AND OCOuomoxs sxALL COMPLY Wnx THE urzn REDREMExrs OF THE FEDERAL DccuPARDRP LAR PROPERTIES, 6 C.xN TO GRIN a NTAµ�� I °N�1PH Or"0X FARE AND xuNN AL,COS.) LLC SII WOCT FORM NMO 7. THE LONG CONTRACTORI v ELF IGUARANTEE 51Nu oN WORK IN M Clou+rMR SHE YEAR FROM WE OF FINAL ACCEPTANCE WORST CE,ERE IN f B sMn./DursoE An om w DD MAMIEna neoW mR,zD w OWNER AND PR E OWNER w FULL TOME COPR`o-nm DETECTIVE-YEAX AMNWORESTY AT RO COMMISSIONS, 1XE O W/PONE W BUT,UP "PU18wC CMNLTOR jR} gyANUC vµK 8, PRIOR TO PURCHASING "MISE EQUIPMENT HENT OR HA CRMISH o.THE P ACSMALL E 5-YFM BMITTEDA M[w E WAION4 COSI TO.1 ART NATO SMALL BE NEW ND WITHOUT OR UI MENBE STIIOR CHURCHILLrOR NTA WHEREPERMENT ITTED AKHALST ® AC C.CACP vNN WHETHER IRPROND T EAR SPA P R REQUIREMENTSCONTRACTORS EXPENSEE KHALSA DESIGN INC. URI/ON9M AN qLl WM, --0`� [[`RUOU�EuENrs.ANvs B�riTRII"uim0[ IP4EM THAT CWNm MCLT SPACE"REUIREMEMs. ZIW1EMXMT WC+ML ED PoW4S PER SQU,AE IKEA � FAUN(SNA IN OFTEN pWS G WALL BE RE REUREO SUPPLY A14 x A ' O ED `"°N,w'I" AvaE vµ R cM'DrtgNING TRADE IS E EC,UBBRANCHAUUDu COPOIPANDN (` C SWEET°x"w mwLuml6 xa MwnE Co- AYaE N W"N"°H OR ANG) "DPW WHO AND O SUPPLY WORKµTO ACCOMMODATE ON E TOWNS v`AH TO MOM ® WKLY aNVL1 ylI WXT`X`R FAUN SPEROT MSR j"N NNW E,ION OF WE vxDCWPEMl10N W+ AWO44OWTE STRUCTURAL WD SD SCHEDULED A5 �/ SIR SAKEWUW CUrtING CORING. a NE AND PATTCH rv4 AND OPENINGS IN ALL THE Fla WALLS FOR THE WORK OF SUB TWDFS O NT,wIV .T IeL4rtR S BEIa DI OCR) 1 r v FAUN xGR NMIm SN v XUL BE'Faro EIW�EOH Oi ixi oPlialwN wiecoxm oEEDS 4 PEMxEx THE i cox°+1µR•rA'ci°e"sl°riALi"P`r°xrPo`oul"G+rli cM"woswo vs�dlec W ,y py,Ol LR T -[E} S v4µ FOR WE WOWHO LARGESTRK OF THE SUBCONTRACTOR.ALL SUCH WORK SHALL BE COORDINATED WITH THE Lc. 1W IFf/Lo3 WeR 4 MASA �F K FAUN + INSTALLED 5D THAT PARIS R£GANING RAW[INSPECTION.OVEMPOR.�N"(PLEG" E AMY REPAIR NNEE.GBURDEN ALL WORK SPALL BE -' A+ N++ �jU.S.RU6 WINCES APPRECIATE N E. MINOR PRIOR 7O FROM APPROVAL OM BE WD[TO ICCONPL6N iXls. WTANTW ° SIMLL NO HE M Pw.P raw WE wowaa. WC MCIR R. wRR .�E _ TM DWWINGR ARE DACRAMMaTIc THE CONTRACTOR SHALL R ,LW EQUIPMENT INESALLLTMN MA+LD.L TO UNDERSTAND THE ERPMEW KHALSA TWOR THAT WIRR rz `, ABC U.WN SUNNI SPACE REQUIRED BEFORE WO COMMENCED THIS CONTRACTOR S"uL CONRNINATTE ME HVAC OF M W N GC.INS WE ER�THE ELS SwLL BE OM KAON AND INSTALLED IMp MUCHNSE qwW RFARE EwW I ,M`WAv ANTABOL EN+Rn FAUN R,GC. M IS DIL[65 PANES IN Q w(1/1"M -INT,µnwrc Q.wLrc HE 1"L TRADE PAIDR ECON OBfTlµuEwC AT'EQUIPMMEN ENT. µOFF vo,"[of WAKE SHALL CooPTHA C AT CORI WITH 07HER TRADES IN 1]IVPLOO STREET SUITE aW SOMERVILLE CAPED<J !] ROUNA,NO Mw Y6µWrc UCHE u P SECOLVAf CONSECRATE TFUtPHES-8175ElHINGHNNA ® HVAC Equipment N R.I.MM.CIW mn OMERNATIONµRSWIDOGMATICAL VENTILATION N 307. CASH SECONCART"DEAINPANN SPALLLL RNM DDE+o WIN EA DON�xSATE CONSULTANTS: O A i .MAR NM TI AROMN. [H S E UNIT WxGNTHE MRONTO AVANT PfNC[RS REDIN S lLLE LOCATIONS p I THwwmX Designations � rc AW wa Mw ISWTW Arc +•. RESER To.RCHTRns DRAwwcs FOR mER40RAT MW AxD NR u srzRs AND ca -. n CAUGHT rR EDR+re RCN FORTUREFIRQPRETHEN. ( I. XP LME ISR e uRaNEmxACEXCESNTC CMIG RUIN LLL vµµ F1 +uRE/mssuRl WILL ITCHES P ME .THICERAL P. tw) PRED VE ALL:TR � a� FLOWATCH BITTER MM PER RY-R sTNALWARE WAVEDPEnu/WIrcRrz EVENING TvmUNT wf WB — THESENEAR "AN PINE CH WE MIMR N-wAMEN1M,nNml roe SR-. SPRE H SEE THE MEANT CHIEF Swu HE HE I®ImIRSEINEcON LR PER SCH US TO T4tl-K E,ENTAX—M1V TIMI CAA RR IEOCA(CONCEALED) UND UNITED WATCH CARRY INTEREST FOR ON ARTU —HIP— MAN SERUM ENT INT BUR CONTRIBUTE F RING RIR OF STUDIO EVE TME MEANT SND+INALL RE ON PEN HE WER 'NO _ DSD MET MANE DorC,DR µNNE EIa,R«MLTR. CAMITUED ED, I.AN e o0E"ICw10 �- WE IF E UNMR 1. R — NOTEP IME INF TMATER rzMrzRMwr ,LLENT .CONNECTOR(DRUND NE PL,IQ� • TO TV TORCH ]r—J[ nRIaE 4NxrrnDN WHER CALF MX') REGISCURBILCON +u THILL IST WANT - z.[1 REPAIRG�MEN naDR ARMS W To HER MIN AS NORMAL COMPSHANCHNS SAM GRUMMAN PER BRUTE UP HUT PUNSPOSEE ACRES CROP MW wPINES ETTTHUR ED IN15091R[ oRl IOW N TO FFING. MANEN, ROSE HARMONIC 4Dµ,6 PAT HATIC BE Lwl DERATER AND TEMPERATURE REVISIONS w•,Ngm i I I MECHANICAL LENGEND& NOTES I M-000 RIVER ROCK RESIDENCE$- . 100%Construction Set-2/17/17 TowNNousEs PROJECT TNAME ELECTRIC UNIT HEATER SCHEDULE RIVER ROCK ue UNIT LOcnnon sex CUP i.D`7W uooa CED.UFACTURN �""MKS RESIDENCES- A. CM EXl TVG NW PM PS TOWNHOUSES j LUN-t - ONARI 1 2 1O I PROJECT AODRESS Q, TALE UNIT SMALL BE PROVIDED WITH ADISCONNECT 72-82 BOSTON ST, QTNE UNR SMALL BE PRbSDED WITH AN INTEGRAL THERMOSTAT SALEM,MA Q THE CUP SHALL BE SVBPENDED FROM THE CEILING. QO THE UNIT SHALL BE INSTALLED IN ACLORNNLE Wlnl THE UNIT MANUFACTURERS RECOM MENOAnONS. CLIENT LAR PROPERTIES, LLC MULTI-70NE SPLIT HEAT PUMP SYSTEM SCHEDULE sYMRaBEEMIC TYPE LOOLUD CAPACITY x ,LNG CAPACITY DDR u REMARKS ARCHITECT LLOMWH MAN MD ESP VII wL B.srn ox LrRIrsRANTo� uocP DPPERj KHALSA DESIGN INC. uwIN.L NBH BPSEo Lu c[ T PHASE H. Mu uocP STABIL R V PH xz Mc, n A-H AHx f c TGAMHOuszs E o Anu AM TSD D.. zoe t w ze ,s AL-B TOANXOUYB HE E.D CEO AR14n:nAM R� �• EDB I BD :.8, ,5 AxHasS AMN oDBORLA R.m, ' ! O 2 NO_G ARPITTLAM P FOR ALL xwTS�B MY M��CONDENSATE DRAIN RDA ELECTRICAL MCCONNECT NFL REFRIGAT E 1'R CEG RRA EACH BE INDOOR LAND wRTu,ED ACCORDING TO MANUFACTURERS SPECIFICATIONS oFACE TO.ARC ANR¢NRRAD QUALITY ACCESS PANELS As RETURNED FOR UNIT GEROGE B PREFACE ARCHITECTURAL ePROVVIiDE 55VYE R wARREANTY ox AlLL ID"REVwRi SECURELY MOUNT LUMBER MINAS Nlu z.'ABOVE AAD[. MOVER PROGRAMMAkE THERMOSTATS WW ARRLL WM SYSTEM, KHALSA ALL UNIFIC C RE INSTALLED IN ACCORDANCE WHY THE UNIT MANUFACTURERS RECOMMENDATIONS ANO COORawn,E WIT OTHER WADES. P NALCO STREET SUITE OW PROVIDEDAL MEN A SECONDARY DRAW PAN. i. UNI15 KOHL BE PROVIDED MEN A WATER LEVEL DETECPON DEVICE INSTALLED IN ME PRIMARY GRAIN THE. BOMERVI LLEWI,MA 021<3 ( THURPHONEAR SOLI CFAX Sl?ZU NEW coxsue TAxTs DIFFUSER, GRILLE & REGISTER SCHEDULE : SYUBa Lµc[` x MooUIE I TRANS ur,CnRENOOEL/ REMARzs mo w".. A'" ew m.w ST UP Oro>UP WWRFPG`5O ttEs/^IE %qRL SERI[C ES VIA x HIL V UP TO ROD 12.12 PC-, d V OU M TE N/" DEC INING RSEW TUG ES 25 NL SON CHILDREN �TNWU Qt PLL USER G RECTSTERS SMALL'BE NUPPTED ATM BORDER TO SUIT ACTUAL INSTALLATION HE AN G,SURFACE ACE MDV xi lx 6W L OR CEILING o DUCT NORTHROP). Q ALL S U PPELYI DPNSERS AND REGISTER SHALL BE SUPPLED WIN A VOLUME CONTROL DAMPER ACCESSELE MRWGx THE DIFNEER. (3Mr,TO HE AORHILLESTS DRAWERS FOR ME FINALLOLn1gHS OF ALL DIFFUSERS, FAN SCHEDULE fl 11 WI UNIT LOCATION _TCm AN CBMEG cFu w PIP RE (WA ns) A HC Raaexs wwxc UD/aD - (c T) GET SUP R ME INT PIRELLI 8T NF 'T LMEPRO SUPPLIED H A O GE ECT SOUNDS FOR C RECO MOTOR COMPLETE RAM n MINT MOUNTED v[[D coxmoLLER. C(QQJJ UNIT MALL STAFF AF PROVIDED wm A H DRECT CT ME,VALE FOR N RON M UK TOR IT ALI TO. REGISTRATION B CDNl IIF xC THERMOSTAT SET A 5i ADJUSTABLE). IT STA BE OPRM INLET GU NEW FOR THE'NIT T A LINE MWHOLI M DAMPER COMPLETE WITH ENI SHICH. ATT FAN SMALL RUN CROURTECTUILI O PREFRIDE WITH FIRE RADIATION D R OULD SIAM BE OPERATED BEA WALL CATC LPRwmED BY ELECTRICAL CONTRACTOR. 1SCOM 11CUMB 6 IO REVISIONS IN, UNAMPRON MECHANICAL SCHEDULES - II M-001 RIVER ROCK RESIDENCES 100%Construction Set-2/17/17 TOWNHOTSEG PROJECT WIRE I RIVER ROCK I RESIDENCES- TOWNHOUSES PROJECT ADDRESS 72-82 BOSTON ST, SALEM,MA Y CLIENT I LAR PROPERTIES, f LLC rwcxMEcr KHALSA DESIGN INC. 1 17l X18' '19 20 ;21' 22 23T 2 I I KHALSA 17 INALOO STREET SUITE ANO SOMERVILLE MA 02143 rtL mx �---- -T LOHSVLTA1115: � { w. j nzzoc IBERIA,1rc TX" TO TEA ' TN JNIT El, UNIT 4'n U11,1_1 I:NITA::. LNI'I Pt: IMT 111 h I ALL olAS ND caxomwE To G. ERG PROVIDED CO LUT AT BRAIN PROVED DOMRLDNDEMANSio IMAGINESTBA D)PLUMBING � ROB D TBDIsn.=1 H v v v r vPUI- ANCOMPLATION 11l=]T111011 01fi RAPAIM K't __ _. — -- - - — - _ - -_ _ —_- __ -- -- -_ _--- - - -- '- - ._._ .—._- -. _. _ _ _ - _ _ — - -- _ -_ - - - — _- - K K REVISIONS ME a..n a MODEL 1 OLDER TO E ALNEDUCtuau ABILEGpx cDuAD NGAI E%NADST'INS END FlI Finis. s o OT xTn*�us PIPING Sc LL 10 RUN NF MAN THE 7' "'8 '19 20 21 22 23 OTED REBAGBE LES ANUTED IN R . NANUTM,iu'E'E�m�e:GAMAND lr 3 ALL uL W RS SNAIL BE REGARD B, THE GIN. RP3nRD By THE GR5 EARN LAUNDRY CLUSET LI BE M SINE DME'BG E�MPIRD WIN ON ALDER L'DRMEN DISPOSEDAR`UND MECHANICAL E il'E NAMED 6 DISPOSED FEIING PROPER BOX BO.NBBNB:IN.�BBB.TED TOWNHOUSE 5. NI APARMEM URGED MR HE ONDEMU1 AS LAND TO ALIS, AR-BNANDIND BASEMENT RLL WALL D LMATED A NIMNANM FLOOR PLAN GE BET A.A.BEN GREa.DII RUMADS. 8, fid�HIRE OM BGALL LOCROR A�LA DRND aAAALT GA�LURE M-200 ARCHITECTURAL RR [ISRIDTFOSOR RESIOESEES O NARN CEO 100/D BConstructionOSet-2/17/17 g PROJECT MIME RIVER ROCK S RESIDENCES- TOWNHOUSES PREFECT ADDRESS p 72-82 BOSTON ST, SALEM,MA SCLIENT I LAR PROPERTIES, LLC i C E ARCXRECT 0 KHALSA DESIGN INC. 18 19 20 21' 22 23' ! S G 17, ALL GI FFOR RG UNITS ATOM ND RED NO.TTE M O F°, B.NNp,ti ulwAFT wxL GP 61 KITH[x EXHATO VALL GP Wlm B.0 GART DAMTEN TEDD RR° B ,. I wTI GLNDulT REFER ANN 9R° P scx� ' M N M f N [ M 9 M M m mREMPI _ - . - . - _ KHALSA Fr a'I C'Ia� '°•"�C'J -.I- � ` �• �vEI' v � I-A � a:•.. CA I I - _� �F.a� :.F� ..-._. .-� 1EIVAL005 REE SUITE59pD t l � { t ( I�J" '-4 t t � I SOMERVILLE MA Of14] 1 - _. 1 LONSYBLTWITS aazrnx e T SII I � �n MR I �n ® 2 TREATED°MR) I � i � - > >�•e ��i : � i � 7 L -- - � el e Dro orow�n ew_ iI aaFo'_`a r JOsla r,_= e, v°�n,w' __--_w, e, _°a,FOI' iEiln'w AT T'r i1e' TO BE RARER,B fI JI ee ee SLI e8, -ee D CUOI RroURED FLORET To BE ' B , i -- s 10s ,I _ I .ol! ;. , TENTS. e _ ; crxE II II II j DIA CLEAN RG,T RE —°'°�o I DwE R R � — lb; � _ I_ 1 0� 9,°N f:i«.....��.- 1 l -p -O --sC ,v-..'F•r ..'.-^m• _1T+.�.w3. %-- u°OLTEO Lax Ex wRu.«o `- • '` BE LO mW aI - BE LO x Eaau of n. � I � � `– � I I I -,r °L I L REL rz LxRrRDu OF GOT . 9.1 -r d. F k H. TP al ewe cwuOs HRM) IFC (�P, al dlll dl dI ` a T l� "�V.a�a;TNERK /7 I lE ax J L I h-- L� rl l �I I� 1 11.� _ r~ :1 r O RUTH x DE lD {IIl TO O IF J\. O Ev, O {{ 14 a-� I -�I STI IESCRYHFO FIREPLACE r NT USING w m m WxYrRCTUR _ vDll IIVD vE p [EASRMHOI r U IVI FIREPLACE MT GE v,Pi TO i FELT PIPING uP I < Cpm – ET ATHEIRS u. O e e e ISTRAnox ID Lq T C EG MANUFACTURERS MEMO - E.ROTOR TE PIPING �E OR fro FEEHERBAFF DEAD EDA {�� J1 l UND�P JB UNIT 03 [Au�w10 X'.NI rH .Ir - M�ANIT IT, _ I D' 4v H - {� v I .T is Tow, e _ { rn > gsr TTN� OTFL LE E.A ZA9r F/EL"e6.' e £vF,1.d] Y19JTN - l LE S 'EVEL16.1'NULM I "J ! L - .LLT PIR«�x IF i I '� EWM TQ RREPLE _ RE YMrt J. DAN JB YMR EB F PAN I1 IIS . c BB—ILL LEN. � Orr PnxO E roI GsoeT J NO, L F. --, ® .. -O..® REVISIONSomn a w S Ili l,l]312Y1 INE IN HE 0. Bu. FRED ❑�.➢ RErtR'TORNflurALF0A 5XEET X RRER O UNIT PUNS MR EVIL LOCATION, r NOT, aLrTI UN TOLE R.MRXRENA URu L LOui ENS OF CEILING"Akre"""USTD"N" 1 TIME TRAT'M.5 uUT i'�C TO TMiW FROM ^7 '•fi '�9' X20 21' 22. 25, - .9E si..THE - CE AFTH THE UNIT NMRYi�UREERR I"a°aO-INGANT.". 1, AGE w DREGS A–'BE PRORGIN IN THE I "GURGEO By 1THENeCRDWI.ER SMALL BE LEGA 1.BE PR ER MILK T,E GMER RON°— a WND omF RX B EEB�FaEx�4.�MODEL RE,DD.TE MECHANICAL °w fRAsiM�.Bo.«was IM A FIRE RATED TOWNHOUSE RLL MMTM[NI FmRS s BE UxID[RGI�LTR EQUIRED TO ALLOW FOR ASR-BNANGIN° FIRST PURFORER. FLOOR PLAN 7. ALL ART GORE RUL BE LOCATED A MAIMUM OF 4T AwAV FROM OPERABLE WINDaxs. 8 ALL NINE MBAT SHARE. PRQW«D WRx A GF.ERI ALL ENTENGI-1 S oDEALDAMEGAHC REFER TO le a�PLAINS M-201 RIVER ROLR RESIOENLES. 100%Construction Set-2/17/17 TowNxE°EER A PRO.IECT WIME RIVER ROCK RESIDENCE TOWNH S- PIRCUJECT EOUSES SIS 72-82 BOSTON ST, SALEIEI CLIENT I LAR PROPERTIES, LLC MCXITECT ` KHALSA DESIGN INC. S I G 17� �i8'� 19` •20� 21�. 22. '23� L' O 2 AlRaoOWEx°Ly,E TO COIECT ° p BUTENUM 1M Er usr L CAP WITHaE[CG`(nG�E°xuPER AND BPD BIRD RUN .IUO["sp!!rt Wm we urtREE�I—) KHALSA I # an L I - ® ®+ ( SEA AN I []IVFLOo STRET E6INECW i er'li sr�li �F SC�MERVILLE MP031Gd i nL CO- . 1.:W �� CONSULTWIR .ma . y 1 I p ,BD DUCTRE PC 10 IN. # _ALJ JL. L-_ # 'L 11 �, JL # ` # II1.I"'PC FRE w — z �MP AND 8 : F 8 ° °s;„ -UA US ISI q _ =p p 1 III` .q- p -� R`p ° O O O -_ p O O 'BI H I' H 1 I _ SR tAwAUHRBL°iflwElxEx G 1RMxM 1p R oT M— EARN xE i L.— _ "� L AEfl AN N ) THE G D — „3.D NGFPDG ,p L 3J LL el e .a - - 8 . { a D`w,o.aEE ONSOwGiEp x FROM Ulm e 1 —•�-+1- J SSLO zB'CENT pp0a TO NEED \® MINI{ o ; . `_---_�L__ veR flD BE II rll II uD.l'L ,➢w`Du WALL OF A R. -� H .1 LO DII,.P.)`I ,n•.a# �I _ r—s. w-.��L # —I�i,:'P.i°,E`p°"x°FARM"o!pXl,. o o o u o HORIZONTAL r N DED Paw w O� p - w,J RREP�,EIwEvuiEiO°MANUFACTURER,° vD m o �. -� JO J� S • I XIMXF� REPFI ro LTx ° UN o m .. o sPEc"c"10ASIDE sDFF,°.O eEOR001 E y x xs F pn Ns.nw.) iI TRIT ME OF oDNO. THE BEMEEN AGENTS,BE. PC 9L4 V I� !L.']LA vl '1 ® Ow[[ J055 F. TH IH URE p]S .NII YTD Uul IR.N a L '-a AMID x E E uP SID e0u L_�! h'--..I' (• •� MI, S Fifa Fila Fila �N... -> i� - ID5001 FISTle I J �, 1 .—FEE HUNG 255' FIT 129 —� Tff �— ^J REVIRION6 IMAPL yon FRIALACE NENT"MEN 11 TO .1.1 TO MANITAITURPRI fix ml "BRUNKSON TE,(m.) MI IN USED RECTED 7 '18 9 20 2E 22 23 DENIED MOUNTED EMPUG,FANG.CIUNG PLANS FOR FINAL FINAL taus°! D. e M THE NEXT PELTA UNITS PRE S)ofT RUN PIPING SHM,BE SIZED AND .BEFEE iR"x" MANUFACTURER RECOMMENDATIONS 11 TEL w CAERE Sx4L BE PRWiDBp BY TRE ED EMERGED,EN"MITI Es MALL BE � 5. EACH UXEN�W DUGOUT L BE PILLAGED RUTH A RECESSED SORT,HE LATER BOX Gwu BE RAISED E SLIDE FIRE PE`D s°°RGMoED PEOUND i0 MECHANICAL DIELD COX IFWALL ASSEMBLY °""D`""`"`G'E° TOWNHOUSE ` AEoF.m;`ALLOWFEE�a-SMANDERED SECOND `flPDe F, ALL WALL LIPS LL BE LOCATED. H.— FLOOR PLAN B 0!SR,W".FIG.OPERATE RALLEXI ALL AND OM BE LD�ED RRx"9, ALL EFTERTHE L PE°R"R=GRµ AN M-202 I SLANG R TO TONS RIVER ROOK NE6IOENCES 100%Construction Set-2/17/17 TowNHOLCES L PROJECT MINE RIVER ROCK RESIDENCES- TOWNHOUSES PROJECT RDDRE55 72-82 BOSTON ST, i SALEM,MA CLIENT I LAR PROPERTIES, !, LLC I JwcxnEcr KHALSA DESIGN INC. 'B X19 P20 21 '22 4„ - '47, O Z I i I I i I i '.. tlOgNIaDR,T UxRS I co�mENsnTE ro cousn .NO owoP Oo.N TaxN I RREPRNcEwroBEER UR T° KHALSA _._ Roor.REFER TC MANUFACTURERS — SPECIFICATION' FDR PND AND DETAILS.1-) - I - - I 17 IVALOO STREET SUITE HER N. SCMERV IFEE,MA 0214 AN. ...-..®. p9p C7 4 J J � I I ioSE',.TO RE CLCS7 To ei 'I - i� u nUR. ,ro T[OF ED - BE ��I r CLEA 32 126 RES- M°)1. ix 1 -ED D 1.EARN Ul FAR xE T I�— i N III -I eJNIT ICA IT IS Y JA %Y: II -- ® NIT L, R°RJNILL W DUN PE,w �1�00'SURFERS :J 0 Jn O O p i. I _�.�e O o O ro 1 i E,wr,�.IOSJs. VO -VC w '.10ti - - NEW r tt b e e' IT f _ 1 f JI' - w o ` _ ro o O IIS - — - r, _ MExoUp� �._ - __ =Law _�_ LV° ve - DISTRAnox ,e GeoSExEcx - - 5 _ ° i I [ _ 6 w v . OSA .' 'ei 0 8 1I 8 j6 I i OF } I _e !' e _ j e e I e ' I j oll X, ,j l �I ,�r �j , � 1pf .CJI I I-AFAE _ DAAAw SEEN t � i � (I y J REVISIONS 1. REFER TO THE RAL R(ELECTED 4'<' 18, 19 20 2) 22 "47' CEDED PLA NST FxR,lm.e'x`S LOCATORS oP ODORurt PINES PUMS uRE RJ M THE MPS Uxrts I.E)To z_ RE.OX-REENTED ACCU S,THE P1 INC SHALL BE SEND AND ROUSED in UNIT MAREACTURUIC SE ALL RE kMA ORDURE SwELxBE PRwIDm RE LL RIEFDEMW MlcaERMATI SHUT RE PROVIDED OF THE G.cI EACH .STALL az PRwioED wnx RECESSEDBE S w¶I6 MROULxhD[E.ADO i ERE ND`s 1 MECHANICAL .DRlERAI°ASSI.E ra°"`o¢URs.N,DRE°R.TEDD TOWNHOUSE �p'oEP`o.lLS.°RTO'.'-e.'..Rl.°U,.S i THIRD 7. ALL ADEL CARS SMALL DE L°c„ED,MINIMUM Lol.`BiNR.E.�IE3 OPLAN Of 11 PRO.IOLo WTOM.11RACHE IS.. 8 AFL DOE ITH A�:°.1,ir AMPERR,LL R roA E� P w -20 RCx RANCES- 100%Construction Set-2/17/17 L I PROJECT MINE N$[[Fag� E Li GREFF, 4iF&NiL' FEE OR SIZE "°LE sIZE DUCT i - , - NG i - TRIS i IXC oxx.WON HELD SMxW j —\ r"°°°`""" p RIVER ROCK 055. ;s esoffeaEa c°eRma sELL ppix _ ='wp,ap.s' Nwo,wµLAMP I.wX ppT 1 ,. io Ts E TnxD IHG TUNG HOME MODE R�EnxlGpuaiD M / /1N0FA1 1 ! RESIDENCES- ;6i OTS:,, ,S P8EF1B9[p XD WITH°EEEDR'4PS M°DEE MATTED " Y RESTAxGUuaAIR _ .prc E TOWNHOUSES ,n:, °e's w T E-OTE cM aEDDIaET.ED x re _ xa.5 I NOTED SIZES STOFEE U x pVCI i0 E°'-o11S1/AT PRE, PROJECT ADORERS pn 11,UP /,-A 's's ^s i�s o o pvox ,ie GALLA.R'-DGc l 72-62 BOSTON ST, 14.1 COCA.1 FAA5 w w w eeeNcu D seeXcn w eeexcN w eeexcN SHELF aEw cum SALEM,MA s1FI 171,ss ,5 gpyLCy HPN6tl plrepx CLIENT j iA mu� END ANDWHU IZER :. ::�$ �� LAR PROPERTIES, 1 HiEE MxMUM pyST roLE °" DEC szcE x lin I°ioln saE sRE I, x WELE, 1 wL 6 - - 51t°'M" ,p-p V.C. A—M UUUj ALL POUND RECEDE Tx MELANINS GO ND DUCT ARCHITECT MED GS IMcD,.w _ awc KHALSA DESIGN INC. sl WITH E FO E THE FULL SIZE pELWp B. 8. , SRES SE[P4X VENI.WRE'NG NEFF p' RE I CLOSED RACCOON E,N ' WUEao PIEM1LOANS PO S AT - - POUND WL=MMPER VTC J'-0911 ]'-,LM.k°YFa TIMING 1. TEsIT AIRISTERS RR�C�u1 HEEW LER HA GEDUR IxSTIGHT FLUOR G FOR CUM1VrgCEREC STEEL OF 3' ♦TC Q y 01 ALTERNATE RECTANGULAR BRANCH DUCT TAKE OFF 02 ALTERNATE ROUND BRANCH DUCT TAKE—OFF 03 ROUND BRANCH DUCT TAKE—OFF DETAIL 04 STANDARD HANGING DETAIL a H KHALSA 11 SUICH COSIR 1ZIVALOOSTREEESUITE4W or COMER, SOMERVILLE.MA 02143 COM 0 Wnou TG-1 CONSULTANTS: sn-seT a rw THICKNESS THADIR YAxIR IRL COU." LS w w 1HE xLr 11-Ol'DME� EC- R OR HwAT N HNT = 4 .NATDQ 9TE,TER RF A All TURN i 05 TYPICAL 90' DUCT ELBOW DETAIL O6 TYPICAL EXHAUST OR RETURN DUCT DETAIL 07 TYPICAL SUPPLY T—BRANCH DUCT DETAIL 08 TYPICAL APARTMENT DRYER DOOR GRILLE DETAIMORE I. L REATERMULDENTRwrt[ EK SSIi ,o DEAL IME° i it GRAC NAMEED. m acWlxe AEG- ENGAGEFIRE s ,s'N,r 0x0' GNG MVM ,wMc slow ON SIMESHUT R omC,Ex 6XD' 1/C"'/S- ux. ,l>I•�sl� E614TMnox tsx,s xa STEEL FELL z.xx. ,zxtr DATRIi : E n ROUND PxwaLNPiTW�; DUN, NO_n i o,/xvlD VG' OF OF All DUE, ¢AT Dora IM.SAS z.xrs. ,sxts 12x1S' mm n,»IUL)� Dreoux iw,x Mas o.�Rl m+.sox:ln..)v`" sEaRE*o`C�°,nre — DUCT t0xts' — — — ING ANAL HE Px o-w.SxER IE'rP) aPREx o NCH 05.5.5 I SELF NOSING DETAIL pun r'AD GANAREUPA-U A Hxoxo mANswoN .cDUSTR E,a.IATEE DUST .nHEGNE ATEMAEW eACR xc o-ws, „'A"E ......... tTRWR,rex MHN_ a.o AROH DAMPER .rMs / re.AN u<-1 coal MNO,UPER ITT TUR,rvssera ,ne R.AT SUSPENDED 'T' A- 'meMM. sN.xDA cx � Tau;. Nu.,a MosrM smxc m, .OWN MANA AtDumc wsuulpx 1m) REVISIONS ATTAMCHIN�DETAIL pIrt [ ,mPm USER!Ac O9 ACOUSTICAL DUCT LINING DETAIL 10 TYPICAL FIRE RATED SUPPLY DIFFUSER DETAILANN_ 11 TYPICAL SUPPLY DIFFUSER DETAIL 12 VERTICAL FLOW FIRE DAMPER DETAIL STAUL FIRE RARE TRANSFEI DUCT AL —11 -11 OFFER tDU�Rm AT `° A` ARDEAO GRAC SOL xw HDI INR IN,LAA,.v, ALL pmsu PARD a sTEDEm. m ATTER �, < „o-"x`, RTMnUa.c rDa.Mw m l Nre smmul T M NEUTRALLY FOR PRuaxc mxmrn KI DOOR o sm[s .1 PRE SP COND Ux[p Ixsu,nnpx AIRSAI DAMPER nc"ro D.0 / CAULC ALL ALL AND AROMw E NOR. MECHANICAL DO DO USTO-EN F. :,�`a�HA °�DJtawxR CHILEDETAILS PRE ARS, ON OR _.AUEMC TO EMERS,AGO OAI MAGER R Ma2W vN PN FUND ALL TEACHER DUSs aARE ��,, OCR DNET ENATDENPLSTERE. M-400 1' TYPICAL LOUVER CONNECTION DETAIL 14 VOLUME CONTROL DAMPER DETAIL 15 TRANSFER DUCT DETAIL 16 HORIZONTAL FLOW FIRE DAMPER DETAIL RIVER ROCK OUSESNCES- 100%Construction Set-2/17/17 TOWNHOUSES L PROJECT NAME ros MM aE`nIN M, RIVER ROCK ND OF 75 11 oANA THEWAGDE OFS TNESOITHEMPS TO SATURN A N. NNE E Roof MSS DIEDMUSE REDLATE RREAL LL CE REL FOR DNEs :,,DEET orE I RESIDENCES- END RES O .1 SGUES,F VALARD D.P,WITTOWNHOUSES S Or Suu110 ONTO X`OfiGneus foa ATTENDED vnLVEsTOP ANAPER [h6 SiuMATES,N gWiiEx. SHOWN LAE � PROJECT ADDRESS1.WRONG DID r AT PLEURAL OF ROD AND PH RECESTAND uowL a HA A RERERm FLOOR BE.[ / xBIL g snD SSCP Al xDicxm STUD ' 72-82 BOSTON ST, DS IF.'PT WOODMOUNTED ,—PUNNUALL vrs Ef cu R. HAPER ITTJ !IJI SALEM,MA SLEEPERS E MY) Bu Dm N R�m MR SIxOE 1� OaRIE DIP sno5• rote^ ou Z ElF x£ nyP v[ e LLJENT SEAGRAM PLUS SETS` LAR PROPERTIES, PUMP RISER(mj HHx,.NL[D Leo-IOR A o'WNc P:vmoOs.AN.GDOD BUILD HS PERMI1TED TO z.RECTA DRAW IS HOLES ARE NOT"APT w D. ONLY M L S AT r. LLC RGRiDMME Or RHsGARsx%RRRH.Ei�ER.1NOTCHINGNOTCHES Ric silos to L oEnry iniWivurEaxs MTELL p[DIF sCURRENT o��THE mETM RM ALLOWABLE HOLES[E spm n[s AT LOGGEDE PIxD \ oux BOSTON BRUNEI5 .wwHliniwxEe IL oraa`TETwLD,rF w[Dcm or ixF Pemmox. mous s wmuC ILD Lows IN WOOD BEAMS TYP REINFORCING DETAILS 3 AN NOTCHES & BORINGS ARCHITECT CONINAPT` PAr - PIPE E PERCENT or THE nuo wmx m BEYOND ALLOWABLE KHAL$A DESIGN INC. EGUARLES,STEEL DTIED TO HE BORED IN ABU D SULD DUKE ES ENTERLD WI uWITH xE un wAAiLLGimix aLEDOF TH,DEiioSTUu�wE DSD mR SDH AN ORANSWER TME iwx I. C DL NNGH AN DFR09qu TWR DEED'IN PFO`nDEO x01 PU MTURNPo l / ^ En SwrtCx m01 SULx suC[fSSMEW "R V EARY J POET SECURED TAT SOUP. DRAW IST I PAN, -w No CARE SwLL THE ENE of FILE BORED HOLE BE STAFF THAI A OWAB NO H 5 & BORIN 5 iGEED PaLiixsH�um BE PLABLED AT THE vME SEVEN or DIED A A LUT IN WOOD STUDS 2 11 FACRED EB NOTCH 01 REFRIGERANT SESSION PI PING SCHEMATIC 02 BATHROOM EXHAUST FAN DETAIL 03 ALLOWABLE NOTCHES DETAIL DRYER Rio TED MWEL CALCULATION E OFTNIIATOWN AND DE DETENTIONS OPTEN„DE DOW KHALSA IDxmm.DnFOR EMERY EXTRA 90 ELDERS REDUCE THE ALLOWABLE ART e.STEM D ID D TWO 45 EL LINE ONE SOL ELLOW P IVALOO STREET SUITE 400 FOR THE $OMERVILLE,MACC14] DD EE EXHAUST RA WILL xHMiZOxim INSTALLATIONS,AN KPT[nL FuxS� 1 D 45 IT IT KIM NGLI[R i5 ALL SPEINIS N M[TOTAL KHl 552u LENGTH DOES irL[mdT4,re4,amxfAr.e,T-seH-of Try., 2W TH MOT MEET PEWiPEu[xls. CONSULTANTS: TRY”I NOT R. wwf ASHOPTION x TVD[DRAB EL OR): _ L CUP IE OLD ILL mw IEACSDIscxAI E(SIDELDGGANEE) wrce .ENL, 6D n AT RE noTo4oLCEIm"LR SPENDS DRYER ELL ELLIPTIC FOR ALL DRYER EXHAUST I TJ A IN CLUNG ONLY. FOR EVERY EXTRA 90 ELBOW,REDUCE THE ALLOWABLE ANT SYSTEM LEN GTH BY 18 IN BUD TART CATTRA 11 ILINEW REDUCE THE A'WAS.1 SPATTER LENGTH.1 1 HE 1.41 GENT .1 BE TREATED 1.1 NI AD ILLWN ` i"eoo` LLEANoa"eEPEA R[ f HORIZONTAL TOTAL AFIDTEx LLxLMDOES ROI D MEET REOUWEMEH2 04 DRYER BOX DETAIL O5 DRYER ELL DETAILIi j EGISTMTON p S., AM. 11.2ECCUl Sri REVISIONS IA. o..nNH„ MW I MECHANICAL DETAILS i M-401 RIVER ROCK RESIOENLE$- 100%Construction Set-2/17/17 TowNHooses c XGUES GENERAL NOTES MOUNTING HEIGHTS 0.ROIECT MME LIGHTING fl%TURESOTWIRING NDEVICES - RECEPTACLES sw NBRANCH CIRCUITRY xo R. m FIRE ALARM SYSTEM 11 M R _ OTC, ,-m. EMS° RIVER ROCK o :ANTE OU NHATTUG qpa TMME, € °EoaD WOUDa =A„ x5 XI 1TDIT,xo ALL AWWAUW$ wIP RE, FFRUGUFY a --DSI„ RESIDENCES- LIT UP AN NOT OR WUx6 R,gS,Ep LORE CLAVE UP w aD WKL M ou PE ERVE DMR 5G E M w—L wL. El R F1.1ANCEL 1. BI CH DoL, ® R,EwERu.IEFF .1 LL. &:a,oxETNRND STAKE ACHATEI PAUL E..' AND PAICxPDCE.1.11AS ORED ® MERDTROM M"` T°PCANY,w�w�„ T� x_ __ rIIE.L..x TOWNHOUSES 11 PLES GROUND XUALL WL, IRE CBS rTO xrzwsx . L rFAVE us D.pTE 'UKPULSED 2111,LEI 1 BVI ouwrcz iwrnrzs LEGW® Wawa omcE N°.,i- ma 1 UVAL's'w'�eFOR AREn ui°,ss LET Al�a,m. ,ugoULIp FsunL vBME PROUECT ADDRESS ES�DO�r�NriE�IT I IM �K IID ,RDzAND E RUNS DRE wDlw .c © THE " rz'�iACHISIrxaxEs�lCAHD'ssE:orz Ts, 72-82 SALEM, ISTON ST, rro° M RUNr_u- MA PC nm MERGE ow w w ®®FULL P'Ll US MNln,wm,x mwwm ON ®- 4 R m POU[ AN r. „w.. I.C—DUK, D IRl COU IB W Six PAMLD, �SWTG6S CLIENT UP 'a �xM"uPu Wu IDu CONVICAGAT RUNS x AVP AAL ID DN wxPO qp„ DIS ORY¢, REBUFFED... RE SHALL!.11 THE_ - pO Ru muuP DT�«=<waw.x..P.<,rr�x.w.r,w°wm,w ver LAR PROPERTIES. NAURU I AND W" R LIPPER REFULL BID SINGLE THAN NO"`12.1`,o°VR NOFFACE w.,,w"v..R:..cr.rAN © LLC AC wwcE DML Mx wunqu w,LE,E PART'ROD WARCON _ D¢ NIwD AT.wwx —m u � ' o a a�x,mx TEmIND aD,..T aEA:EV O 5RALL-a. - I PE�W HAVELLE TO THE FLOW SHALL NOT m.- AWFULLEAS AN, RE qs Ixzi'wiD' r.R.A ITEM' XPERFULD A s ® =121 � R0.CHOECT ♦I. rTTw[s J D,xw ..R TD Aalnrt mlua AR _ -'�'' Hr m wa u _ 'G a CLIFF,FLOPPE KHALSA DESIGN INC. FRECT ED 'ATEREFFERELES GENERAL CIRCUITRY umEs fo UMCaa ED RYLORE WRX m„ALL LOW All F ITINDUiID USEEO 111 IFF URIFOR E SOTHEACE "v rALL m R¢rtv'mz mnz wwiw.c. Dc ''1 iEL MOUNTING ISED I SHALL BE DESCRIBE FOOD a x Dr pEncE[vc[Pi Epi 5G:2 rIMENm amx I 52 —ED D_1 FOR DFUNISPEC ED ¢ EMERGENCY LIGHTING D RDx,B B r{] TI ugrt TIC m RUCTSALL usXD FOR azLTI 1OG'1tlM ar m. H,avers AIDE STRUCT w w.I ')DEVICES SHALL REI FED ON A GDVugN VEG�AL CRUCIFIX Q 2 EFAu E BREAKER.1 — FEMER.'EN� MSE uPARIIGRATEIGA CALL Fx¢EE ,ED N FURNITURE P"MBBxS(SEE a a P P THRG o a`" QPROVE 11. w61.DEDICATED ® "I ourzD ON DEVICES Eves D:,IL Ix¢SS BY INSTATURED LER. N, .OFFEAS WIRING DEVICES MISCELLANEOUS TDi ( -F' wa'°".,,'�'.'" *"° "r, .)PE T.xa rce PAGE RECD DOOR All N o „rwJDATA E..".Dr,SEE.DP Q RERox ® � L PANEL ODI NEAa o¢", or�`ar.:.E.""... BID Fall ,Da, CONDUI E)HALL MOUNTED". 9oa.IGE E EXTRE¢XC Or Ax WID ECE E..OR UUAL © OT m ONCA,DG P RG �aEAUT RPII m LS° R .m w "��ITEM„” 111.IF 1 q.¢R KHALSA —E—*IN 21 DENTREATER?05 RE-PF MALF,ELPITTE, EXIT Ns D5 POP TIwURE p Dw EDWARD DET¢TDRIKNA XIRA UNITS SHALL MY am ELECTRICAL PUT SUCHER,AN I THROMEN, 11 Cal—..MAR,CaF�--a—A.KE-- AGREED ARTICH Ea"MARIMIM OF Dr Ar GROW 11UP rPw 17 PaRNALCH)STREET SUITE KOHL 'ED IxSTALL BE 1U.NTIGHT.'IFUrz a mw UNLESS xJ¢D _ EMMD OR E04LL ..EIDER x ..0 LT.—aaUirs—OR mw 1.Lw[w rtn vwu u NwxD ux Ealw max[R. SOMERVILLE.MA021<3 ®�P sCx DEPLES 1® ALAN.DCAPE HS GR MEN WED.IDE D[rz—AFORGA am—RECEPTACLES 7..,D-— H MUTUAL ANTLY—AL PAT PNEMNG ALUDEaan HAT MO. ALL 7j ALL TOONS SESDAE Tw1DIRLE�nxcnn x T DISTANCES EPxwE.RITSMIew ruuiTs., Dw.M AM. SECONDARY FEEDERS PREACTS MANTS AD a— B"ex D (El D ALLOW LIFE gnlxD CEm ez, oz e S CONSULTANTS: op HILL D ,Nus. SPACING AS GO ANs�EDUP NEWS ¢eawD O rcX DE,Enw x L rLVP• .xrt.w,Arc, I-®4' slam DIR¢TIDxv ®O �H ms r u INDICATES - INDICATES xquE aux TO O 1 DL,EnDI ALL11.11 TO, DR —EA—'ED AND wN-MF —H MENTRINXXXXX FEEDERS)FACE AGE IxlEaxa MULs SCOPE NOTES ,.•'!'K>^'" ��,,,.w PI WTED.'wiPEFUNALUE tO Pc SORIEP xx Dx Ea UP ER�LECTURAT—SCALE a[xcE TOOM EV091A iEPWIXTIONS WITH ER°u''tr'u PUr 1Q WILLu j_ CAERE .Taf E PLOT LIBERALS, GREFENT THIS—11 SLID AND R x Em OFFER rm,wain OR WIRING DEVICES-SWITCHES Excx AaPLru,IBx. bAS HOURS ASA-wm�a�Nwvm uzaMNawrs CLE PPE swac T laox OUR .P SPECDC A x R 1go�w " XSELATE. ONLY.,XLEMAN KING MARAMENS, SAO 1z EG�c FROMrtv w.Aml PoTAG SYMBOLS TEM THE Av,�..a MEw...0 .,w, ...::"�5�;'^w°`,P,Alltwm.w-°--Mx6r.M�xgA m:-'.oma MR Taw TINCOMCOULD FELD PATCH o o°�oRE ATINNBDNxD MDDDG � � AND a w"-��'_IN °m" MY WHICUL EREUTERS E JUNCTION BOXES sa : P svuaDL "—I--LI GUALTUARING Em. 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RCGP SHALL'PEm L SO M,.n w.nA,.v vux..c..u.w AM.-.T - R(as MET N`v -2WOXALL NEC, SFS MipT[Z.WxuxKAMxS FEED OC `R'+[AEEF upnmORu rLw rOR m.rrvs. w•nnw EGISIRATION OLI jmXYAA HEIGHT DIFTER e000:)HIS MOTORS AND CONTROLS O DRuoEI M ABBREVIATIONS DRALAWASTE BE OUP Q w R. L LENGTH M L DR "FEED CE ILL OUR LE Dr M¢� o P xPTE P G Al oRS w 9D.TADEND NOT EL IT ..E PERAPED OXIDE All 4 r ® 'RETTATTLY o Tu o R GDM , coll NELSON 11 AUPAMV1T aA= G„ uP O DU%D a AWF"im P PAR FEAR R-las - SPEAKERORn�'sP.,rz Izmcwm cowl_ r� ,xc s .L ISEEMILE 11.`i+`w RMPOW "OF Aam+'WILINGD 0 cml DDo UUDOOR NgR TO .wax.xc RES AWKE ,ver SPDCLEG mFc�l� o aRP LEG ROCK— US r M BRw WW ° wEBED MOUNTED o :,G POPMANTEU. ,BOB µLIGHTING CONTROL SYSTEM ® CONTROL FA BE UU,PI ED W TME¢ECTRcu GOMR,.TOn ED IN A mMuSx Purz DML¢ SEA' CIRCUIT m¢sslDx N w BREAKER T �KTTUY AL E¢RRRYEAS T,rzzrzsT ® A<K,ALELEGRACILL Fal a., a, AGE ° R DG mwL DISTRIBUTION EQUIPMENT CURSE / EMERGENCY CALL SYSTEMS 'NIP EL IMERDOu1. BED Ds..� D, E DUMXD (x1 4©o ® © M„POU o®Fvl L .11 NOT IN CGRUFALOF ANEL PH MATER x ME RL "CFO LETTERS AT ftEN50N5 m CALL D PULL c„o IUDNPEN EED oOx DOE DANT ION DIRECTOR w m = AN FORIECENT /C Cm CENTER all � Mu'O © EnRE LIGM CRUIS wERL DES CH am E E EF�ESRD rtG GD ` °T LE DOUBLE EN PANALL S BNAT TOWNHOUSE ELECTRICAL P4w5 OR OU”RATING DENT DOUBLE DOLE STABLE MR, OT¢nwL TONSPORM AN MI¢ ® NxUl PANE -LARGE GNAZTEI MSIR" OF XCE MGAD,Da MIR P R .a BEGING PER 11 ED""CALL AD LCIPATER, , 1PCIXXX) TELECOMMUNICATION SYSTEMS J- Irm¢x 4 L cxoaD © i UL cox.wL SUED LACTFIC RPA REur PAR¢ IN ; CAPONG AND ¢ D<m DRE DR E< © ro DEP` o6w 9TIFrED o E F © EL ll SUPER FRCEPT 5ANT POK 0'^0.��I PER AND,DR � © ST.xaN o RMmx ¢11 541 SPRINKLER SER CALF D LE WN[E a PPG. D X w vex DP, .BLIND FAULT MERRATTER 18 ;rNMEALL BLOW WXYGER I., OFTED M X SIRWFU E o E IFIL TIDx PW ©WALL MOUNTED DI AID LT PRDTEPUR IF TEELLEFEEN ass TRANSIENT TELERATE NOTHI POWER FDIC 0 REVorA'T`e -DENOTES MODF arDUE FEEDERS P JET' - `" °AREA OF RESCUE/REFUGE SYSTEM xC TED-1 BSP 1s)xB E(z)m mAGESIZE ��TOR SHALL A Pall Ism IscluacE DrzD OTIC . TEL CLMLRS B,D E Ep EIRGIR BREAKER o GOFNI Tw.E - ELECTRICAL p,,. : TEvENTA EDRNECTIGI TO ELECTRIFIED ,a GO R¢ ® - . DEM VLSI IIID All �D M D"' TOWNHOUSE RRIERE DPOR'E'x FULL ,S-.RISES,IC oMAKEN PAID I HE— A RIMELEGEND AND 'fl" „BRTRIEIED Na TURE P`TURIONSO WUNTEo%°ALP ® ANUEGAPTI C""RE Sr.'. THISB'E"RNITER OR EQUAL - -WE wm RG„ W wXA,ND,TDDD I ERAL NOTE EARALLE RE ORANGE BIPD,Bo.WITx,"LoxBUn ED XNA Y CUELERIV BURR 9RCX PLAN ACCESSIBLE CEILING ixPxATEs Rt°ITERS w' ITGa RUNS NSED-AMPERES 11 OR„OI RfILM oCABLE`TV FILE' m G USUAL -000 IF�DN E nuv WIDE r DEEP SCOPE'CRUDE ED— _CF_ NH1Fr ro SMOFF RROCKRESIUENCES- -DP u u vex 100%Construction Set-2/17/17 TOWNHOUSES i PROJECTNAME RIVER ROCK ......... _ RESIDENCES- IN,, ESIDENCE EN I TOWNHOUSES PROJECT ADDRESS diII�I �� SAEMS7 BOSTON D eE*A 1 �- CLIENT LAR PROPERTIES,�y.s �osE - I A E LLC % \ 3� ty a� \ \ gy 1 S Ef�Foo A RCHITECT j " INC. P KHALSA e 1)I 00 LL SOMERVIE� SUITE ME 03CJ M � , c ENIONONE evsz�.N_ei. , mNT 'Oy�xTs. _ e<na. ur. ': , 0I i Electrical Site Utilit Plan EGNIIRAnoN ACI 1ENNI MERENC NEC'All ��I �M1—� W NE�F[Cx[ O ]*PMARV O O O 'MN ��—�R O O O €MP.A° OE,ERNPN6 ETr EEI.oNN INTERRELATE O O L _ .EER O , NINE ALARM OP PNMM-s 15061 NI �.a I6 a IN RURs 'C.M.N."A"O" O O ll.Cl e1n ``�`�" ."��sc.ariooix suRRw* Q SR.RE,Eumu smnou"e-e sscnax E-s `"""° AN Nore R INZ OONCREC SRiCKE 000 O D RENSIONS T ical Ductbank Section Le end, Details & Dimensions 000 (2) (D ar. 5ECIION-o-r sEIIQ. E-E ELECTRICAL SITE UTILITY PLAN E-001 RIVER ROCK RESIDENCES- - 100%Construction Set-2/17/17 TOWNHOUSES PRODUCT NAME RIVER ROCK RESIDENCESTA as aAA TOWNHOUSES NEW FOR I NEW TIED PROJECT ADDRESS 72-82 BOSTON ST, al SALEM,MA itw A- AGREA CALL, CLIENT \ Fit I d) LAR PROPERTIES, S. A, AT LL I LLC V-51 I� r W� AC FT L HIS IE EKE HE AR HUTI C KHALSAN DESIGN INC. AN, S! 3UX A 31 Z7. �,_ jBZrfOUNFf.AR0 IT \LO AT FEF � I WE A 12 L INT CAR A UNIT 0. Z I 6To IF RE ITERM" 77- ACT, 7 AIR, H will F�M. _,w IWO F� wp IF KHALSA Co 17 REACLOO STREET SUITE 440 "CMIN "'PRAILLETRAID lWMCAM.,MR......I', I I_ COnU.�,AAAA_A HERANG ING A.M.F.C.A.M., O_1'ELECTFRICAL TH FIRST FLOOR LIGHTING&POWER PLAN ORELECTRICAL TH THIRD FLOOR LIGHTING&POWER PLAN . 1 IS`F2AA,'IF A S9. A IA2'NS AEG wPq."mowA I TAT LANE IRS rIPF"I"I"I ::_ F=— AD 3 p I ED SIR Go IN OF' 7; A A I MANDAN EST D C3 II L_ 7 r I REGISTRATION 1 177 0 0) 0 IF I ......... INTE U,MWERLAS �Ir MryCALTIFE OULITUR L ES EFFEE GANNAL A A HOT 7L-- MTRACCUTURAND, Tooll 11.1B .RFACE, NO WEBB AN!AT— REVISIONS WARDWARD CAMER QfL CTRICAL TH GARAGE LIGHTING�&POWER POWER @ELECTRICAL TH SECONDFLOOR LIGHTING&POWER PLAN 1 LIGHTING NOTES: POWER/COMM NOTES, 1.SEE o NG C-COM FOR OBJECTRICAL LEFFIR AND CURIERAT renES, I AD AWARDS F-CM MR ELECTRICAL LEGAND ADD GENEFUNI NOTES, RS�"'�ANDINS�LA�UCHMR��USP�W�HA CENTS MERGE FACTINED BE 113 OR CREACCER CONFIRM MR SIZE AND 1AGAIRONT or SAI ARECT rFFORTLEF 2 GEORGE KATE UNGUNTEG MITURE COURCHIS HMI Wo AFROWDECTURNAL��RK AND INTERIOR 2 MOR RATE STUALT SUCRIGUAL SABA ANSUREFFIS WORM AND NAGANDIDGKI IF ELEVATION CIA.—. AMMUMMERJURAL GAIKEYEARK A MCWRTU�L INTD�V��R SENATOR DAIGG ALL IGAREARTACALLES INSTATTLED WITH 1 8 OF A SINK OR I'll 6 W11 TIC UFAVE THIRD or A CWTHEM CA gBo R VV_SCATELF TIE CRI AREFTECTING AS.0 ING NI ONTARIO 21001111 EFFECALL CONS 3 LOGREDINCES MART FACTUARRE—11 ANG L-1 Mr.ARACHREITUREAL BELECTIED FIS lcPLAIN 3 CRUSEEMENATE AND FROMERM IBM'WE IEDE—E EMBEHATIA A..'I...FACTERECT ME..CO., 4 �NEW EQUIRRAT W BEENCELL ALLI ARE ETELICAND THIRD—AM CAMITACTURCEI CRUDE REENTUR A ix un WHATUR ORGAIDEACTI ARE BROOKS To EFEADEREFF!FORTHER CONRMN UNIM :1,IL-1—�R ITALL—1 1 INFACT�"I Fro 11 11 AI ALI 1-1 11 AND A ARMED� GREACE IN ALI DFULTURG"To AW Fro WX I'll AFFEALL ITT'I OTKM�ALL NEW REAUDGMENT ISLAUT SIT I.--ATUR 1.1 INFUNG�El 5 FORD GAME NE OBADEACTED MR THE HEREI OF GRES STRUNCLAS I ITHOUSTRAT EMEMADARI— CRIME—A. .'E--IN ALL—'ED HERES A BER 11-1 11 HER ARE"I'Ll I ILLUSTRATE BACTICA AGRAINK 111CREJEWITUN IN' nuwMsuu 1.1" A 12 DEBBIE TO CAFFOR SMALL CUESTRAGATE AMR ISLAS'A MACTING UF�KRAFCRQ M MWAS 6 ELESTSMA WRAUOR STIALL CONINUM AND SCE.ADDRESS ADD DOE I'ALI CARL 11(OTHERNATION, I AREAS TO THIEW EFULTER AS HER AGENCIES CLARMAT 111 LOSEEN HFULAW THATESTAFTS AND JUN�N BEFER WITH ANDICIVITIONAL SM 7 ELIGNMENT.MENTRACTER THANALL IWASIOU BUD NATTENELL INC"I——RA—.MAGE KELDIA 7.ALL EXTERGER AND SURFACCE U—x GRATIMAGRE Goor I UILEART Mr.—.'BE. IFFING DRAERS,JUMPIN BRAD,-.1.AND ITUFFEEN STENT ALL—VOLUME LEWIS RACRIONCENTE REASTIME I RECOURTHEI INTER ANDETTECT A �Url��L CONTRACTOR STRALL WOUSE OF METURTING HAWAWE ABSOLUTE To FICATURE ADD EUSUESSEEL CO�R SHIFT AREACTOR FIRE U11111 FLUM ANALI FOR ARGER HE-1 1-11 FACTURS"I ELIN 5 FREE IWO WHICH HATUDE E TV BE RUSTABLED.REFEW 70 FROHMFECTS R�D TRUND —'A CLUCCE AND ISECID,GDOMMINGER PLAN II&FIGUED FACTERICALLA. 9 FRACE ZTELD CAUT OF 001101 ANALL A ELECTS L M�R REFFELL PLACEARDS TH"GO MANCITALKES AW�K�OFFER—1 IF'—WAWW p— THALL BERACIREATE ANCEL..ED..HE SWAV ANAREARE BURNS MAGEN'I—III.N, UAMM ON.,,A. WALL, BIT—'AREFUL MISGUALL ANY'—.DUN A 11 FIELD AND BEFIFF WASSIDEFT AND EFFARTHER CONTRACTOR SMALL FULDRETS"WAS RISE.RESSESED.I SAM TV GAN AT NFL I MOUNTUR US ADD TO WHERE To DIRECTORS MIKE BEGRATTER WHIM RATED LIELARM OR WFULS.IM'HE ITLECTICAL C—TO' AFTER UNAMME GO—AF1WUM HEIGHT BEETH�HgEU WARWARM ALL ACKSHIWINUAL AND TRIONEFEEK GANALL 8 REGUNCESIGUE FILM REGARDED A UL WITAFFERATED FIRE STREET E�.MERGE BIG FIRE COUNISFORMIND'IT'OWNER AND GUBMUMAJWA ELECTRICAL MEN AMETIONG CUREAL 11 "1 HADI I'III I REAREATER OF"I'D—REFELF WE HARTACCULD AATEC=oMN Ja Sol, SUCALL=RDI�WAR)ROOM Wo EXISTED STEREMSEEZ ITINT THE WEETWEEFTERACAL CARRIGNI THE ITT.ITCHMEST WAS PRETWERSE C FACHERING WERE THEWRIS A.ASUCTIT HERA to—.OF PARELAINGS,'—A'.ALI-A.. TOWNHOUSE MITI OR GRALL FERICON TAND INSUFFUL AFFEEKSGUL REMETE TRUFF EFORCH THAUGEN MR GET RECELFBALTERE TARIFF WOURET NOT BE ACCESSELE DUE TO RGESCRESTALWAS WNGM MACHINES,MILATTENT,ES MAKER LIGHTING& LOG OF REMOTE FACT CENTERS FIFTH ARECTINTUT POWER PLAN RIVER ROCK RESIDENCES- 100% Construction Set-2/17/17 PROJECT NAME RIVER ROCK RESIDENCES- At TOWNHOUSES P0. ECTADDREM 72-82 BOSTON ST, SALEM,MA - - - CLIENT GET ,G I j 1414 LAR PROPERTIES, P _____ --_--_._-- - --_--.------- LLC AT R0.LXRELT O AT O KHALSA DESIGN INC. INNER& $R I L I WE, � I IG Lm- ! C"A"A" cR ISI S oE WITER,TO !! L 'L AFRORECT TYPLALIN O ICARREAU'l ! AFI ! o L o ! - DWxNou=<G.ID.GE �Y MPS) EP Ere G9 $P ! G�BWCDnDGL hD � I GFI I®) TX FOR- 1G.a Q I uNli `tFa V li ]< -� as t� p" IFm., o LG- III O$tt;HIR M �° IE IIIIUp BE o�BT ` KHALSA :0 1 No HE .. 0 INIVAHA Fr ELEERIGL ExmAc)OR s �N O � J FO { `LC_< O s4 O �5 n VALOOSTREET 02143 O '1'-0cA0'MW- r'' F 90MERVILLE l-ALI.6 IT - --t i _ J 'RPATH ui Rl uNINSR .11H! m- I I LI_ I I I I _ I ' I I s �I� CONSUL- E OL VP f—E ,P LO LOXSIILT/JITS L11-1,L _ �G L ve.WXmP Oro, AN'Rrs �o IP -! oo , -I. wuvr_ ESGO f x Slwure RT IF.. / Odb R Gil a -I z SERIES TO Rs(TTIWBUTTON / \\, O1 FIT ES IIID W LOCATED WISH III TX UNIT 974 SII Ox 09 rvUNli Li f19B16F TOTAL _ PC WOR, 4 TV 11 (202)SFTOTAL LEVEE 1.z 6 E1 LEVEL 1,xIT 3I )� 0 0 GA O O/v O � GR M II 4 11, a I 0 _ STEPHEN - _. I LWEE ONLEI LrREOA ._ _ 1IR ) S � 1 ----—— -----—— �PEEE T LaG ER— -------------- — — Lars -- ! — u IGIRSTMISON i I ELECTRICAL TH GARAGE POWER PLAN ELECTRICAL TH FIRST FLOOR POWER PLAN TOWN HOUSE GARAGE FUND PDaEre/RRE/CONN WORE. I ELECTRICAL CONTRACTOR SH.LI G COINED STALL °EEO .1ONA E TOR ALL COLOR W 1. SEE DRAWING E_OOO FOR ELECTRICAL LEGEND 41D GENERAL ANNE RECEPTACLES LOCATED xc. aESIMILAR AGIASG`ox MODEL x)Rao-w WIRED wu lsoel BACK BOXES AND WIRE*THEmExO IPE DEVICE To n READILY nccfsSIB1E 1➢G)IOX a wxcE ELECTRICAL DEVICE MOuxrlXc NBcxrz HIS LOumxS IDR ARUHEcruRAL GULwORH OR ARCHITECTURAL IxRRroR/mfFroR ilY1ZERN RICA Ax0 MPMYE➢Rv rN ARCHRFR/OwxE0. ELfvnilON EXCHANGE cam OWN 3. COORpxATE FARE LOCATION OF GARAGE LOAD CENTERS WITH wxER/AWWWTI PRIOR TO ROUGH. 1. gURCIRArE COLOR OF RECEPTACLE FACEPLATES AHD OMCES WITH ARCHER PRIM TO ORDERING EQUIPMENT. 5q ]. SEE ELECTRICAL SCHEDULE SHEET FOR MIGL TOWNHOUSE LOAD CENTER. e. CIRCLE NUMBER Dr4CNA1lOH5 M[INTENDED 70 ILLUSTRATE BRANCH WIRING COHRLURATIOx OXLv. N4 LE 5. R WOOED PWC S AND TO PR REVISIONS LIGHTING NOTESUBSE ALL E AND O a EO NDUFACMENT ALE ALL ESH BANKSCO RESTRAMENTS SEE EFUND FIGHT SEOUL -HE- LIGHTING UPLED TEST IF THE ITURE FINE 1 SEE EMMAD 0.000 FOR CECTRIWL LEGEND AND GENERAL NOTES. ALLORM X i ACCORDANCE LL POLO]'�S iR0'J THG n AND LOLL CODES COORDINATE ENDINGSUMMROUP re."A 11 ALTs OF THE xcry F.HTwG FUTURE MOUWM HEIGHTS WITH LRCHECTURAL CAseroES ME INTERIOR RELEALox EXACT RmmRExEI.Ts WITH LD FIRE BERARDINO PRIER TO WHEN BUNG PERFORMED ! FOCUSED G. DECADES S-kLL BE COORDINATED WRIT THE DEPTH OF NEW,PARRONE. ]. COORDINATE EXACT LIGHTING EXCUSE LOCATIONS ME LENGTHS WITH ARCHITECTURAL REELECTED CEILING PLAN 7. CONTRACTOR MAIL CONFIRM IF CEILING MOUNTED JUNCTION BOXES ARE FOR CEILING MOUNTED PADDLE CARL OR FIGHTING EXPORTS EXPLEEMPAS 35 NEW EQUIPMENT SNUL BATCH WASE SVIL➢ING STAxOAAM AND SPEOFGRONS,LUCIA'TOED POUNDS.F JUNCTION BEARS ARE TO BE USED FOR TNS,WNTRACTM SIwL IxSdLL HGW CLAY.pCOUNG FAM TIE JUNCTION BOXES. C HISPAI Au NEW EPAP.11 SHALE BE GOMPAIALE AIR THE EXISTING SmEN 8, ELECTRICAL CONTRACTOR LL ANSI ARC-FAULT CIRCLE NUMBER WE ALL lro MOILL SINGLE PHASE 15 AND zD AMPERE BRANCH STATUTE w s. CIRCUIT NUMBER DESIGNATORS ARE BELOW TO HwsrRAE BRANCH WIRING CONFIGURATION ONLY. ALL SUFFERED ONTO AS PER NEE z°n ARTICLE 210 12 * THE ELECTRICAL CONTRACTOR$HALL IPLLEci e. ELECTRICAL CONCR SHALL ANTILLES TAMPER EE6TANT RECEPTACLESIIN ALL DRILLING UNITS AE PEN NEC META ARTICLE.ER12. IF IWO ICH NATURE Is To BE EXECUTED.E ER To ARo,RECTO REELECTED wLAN FOR CAUSE OSINGLE PHASE ArvE RECEPTACLESINSTALLEDE G EOFA SPIN - . I x uHAOPROTECTED, ORHUfCEEEPACLES ME ILES WITHIN E WHERE TWO RETAIN MEWANTS.LEE E CONTRACTOR FEET HE ALLIES EGGS or STALL ASPER x[C 1.11 SINGLE BIDS THR-ALLELE 3,010 FORM.FOR ALL WELLNG SMALL ERESPONSIBLE FOR FAIRNESS L UL vaREED FEE RA EDENCLOSURE EPROVIDE SEFRE PDX UNITS APEADCOULLLECTRICALLCONTRACTORMADEPROVIDESAN UTFEOVEHAORE MEANCES IN ACCORDANCE IDR KED FOR S[ERx° aCOORDINATE IDR THE ARCHrzcTwAL DRwwc THE CEILING TYPES AND PROVIDE a RATINGS WERE ref4ulRfDE WRM N $IL BE A PROIDE WIRE ED SHELF 1.1A FUNDAMENTAL QUERGY IC smH.: IE PERCEvr 12 aAICOKoEaLA °IFIRE sTOPPIMG BABBITT PALO PRI BACK T0 BACK DEMCFs wRlu THE SANE PLUS BY CIF COMMON WALL SHMR UNrs AND cMDIABETIC ,S.ELECTRICAL CONTRAC,M SHALL PROVIDE ALR SAW BACKRESTS AND CiSKETED OWER PLAI FOR ALL DEVICES BAKED ON IYERHIR WOMEN WS ALL OTHER 7R S POTSHOT SPEEDIEST r0 A POLICY ACCESSIBLE LOCATION As Iltl A P'BEXW :Tic CEO varOARR ACI OVERSEAS SIMILAR°a" HIT BE AL'L EEM m CIA LLBGPLENTY Aa�smc LD NECESSARY P COMPERACTER CRAFT AND ME L LME RECEPTACLES IN ITIRS. `T;"�«E`aRTHAT ARE`Ew'IC�BE LOCATED AT BATHROOMSASI"�DoM PER CODE DEBTS IS L�AELL IN GLITCHATHAI WH "oARLIGT ELECTRICAL I5.ALL MB REEPTACLLB SIwLL BE WIRED AT END EF CIRCUIT TC WERE GFCI PROTECTION USE RECEPTACLES SBALL BE LMTOR FEWER OR EQLM< TOWNHOUSE IE.UNL�ECESS OTHERWISE SHIFTED NT OWNER. LAYOUT SIDED BELOW AR ISLAND OR PEN REGULAR COUNERTOP SWELL BE L°GED NO MORE THAN IE'BELOW THE CDUNTIEOP. UNIT Lf1YOUT TI CE G IN.BMOUNTED BELOW EYOND RS SUPPORT BASE SOP IN ACCORDANCE WITH THIS EXCEPTION SMALL Mr BE LOCATED WHERE THE COUNTFPER SPENDS MORE ICAL 17 LU � RERHMATCH .MAPPLIANCE ,/5 HP OR MORE.THIS CDES PDT S L14IiED TOASUP BEFUNDI IDDBATCHORASUFENHANCE SH LL BE USED As INC°aa�E�=�= RAW CENTER 6WRHxO °FTHE P[ NERLY IB uIF INUFFEALI AND CALIFFATILI WITS ALL ACCORD FORT'BE EXEMPT.1 IIIDA, E-200 RIVER ROCK RESIDENCES- - 100%Construction Set-2/17/17 To`"HHOUSES _._-_—�,!N{�c0LIDrrSE_OI -—�♦-_�.ly_Vy Y F -__O—' o1I1^—O' iiI1;; _ II ir o I!IIlI I MAR�HIWCT R OC K NCES- OUSES PROJECTESS STON ST, ,MA 5 • PROPERTIES, C O ix 2z 2 54' KHALSA DESIGN INC. O ax O ' ax 0AmqpTH JNNaz. IIEONrN KHALSA c iF 1)IVALDD STREET SURE 400 SOMERVILLE,MA 03 143 r4 - 1 0 _I ® cD uL2 nun _' ---------i— OLD _O .... O \\� A' I 2V TN TR 2D UNIT 472 VNITI11 5i 10, ---------- ELECTRICAL ---.-.-ELECTRICAL TH SECOND FLOOR POWER PLAN ELECTRICAL TH THIRD FLOOR POWER PLAN ,SOD nrvr2D, R REVISIONS ELECTRICAL TOWNHOUSE UNIT LAYOUT POWER/FIRE/COMM NOTES: E-201 I.sss Sw Nl E-aro ro,uxn rows,/rus/m..x.E;. LIGHTING NOTES- t,5 E-aro Ea,ux RIVER ROVCCKKROUSESNCES- 100/D`�onstructlon�ef'�X`29 �/17 () M XRME Q Q ® ER ROCK 1 RESIDENCES- TOWNHOUSES • _ _. _ -_-__. Q _°_—_ I C. ooRES15 I I ll I I I BOSTON ST, �I LEM,MA I — — _ Y o ' ! _ _ — •, o" — _._-moi © (T ROPERTIES, DEFNNFEE co J c w w LLC o Q o 00 Ivo . .. oC ---- 7 _ - - - � �_ TIS Ip I _ 7 7 _ _ p - —--0c T FIE e ..r. .�,... �� ° ,r �I--1�__ III _t� _ �. - _- - -0 A DESIGN INC.1 OLS � 1.L O t -__Y ID TE _ _ P :' Mx � I^ ��ALSAO STREET SUITE 400 SOMERVSIaLLE MP031<] TBREPHOSSE 8 4 16 6 6 �l � CORSMLTAMTS.�sw.an..y ma ArRaNDEARIANT L'c. .e. ELECTRICAL TH FIRST FLOOR FIRE ALARM PLAN "'6 ELECTRICAL TH THIRD FLOOR FIRE ALARM PLAN a=JT i I I i 1 I i ! l p IDL ✓o o 0 0 (DL n xr Y� 1 �� aOvmh � � / L EOISTMTIOx ❑ UJ� A A C _�O� 'I J Q�,JI L .\OL Q�. it Qt- I,, - ---'{l o- OF*-- - © III i 4 p el�r 1 �, © —: �© V° ❑ A IF oI oI ❑ I I -" E.—F,.mn 15001 _ _ oa• 11R]R 1 li sA m.�a plea yy ll � I REVISIONS ...... 2 ELECTRICAL TH GARAGE FIRE ALARM PLAN 9 EB ECoTRICAL TH SECOND FLOOR FIRE ALARM PLAN 0•_1•L• FIRE AL4RM NOTES'. DEODORANT .nuMSm AREARED IDA ORDER CONTRARETER 1.URNS All A.DREFIRSIL AND RED EDRADEAT ARE NEDR, REV 'DEAD ALL'EA RED ALAN.DIESSEI IT DID ARE'Or OTICIFEENNERESS FERAREMENEE ADS LOCAL FIRE FIRSARTUES1 FARE ED BASS'SEARS REDDENED NEELw'S,wRIESTAKE su u m I.N— wea awwzeo Ru STEEL.ONORDAurz ELECTRICAL TOWNHOUSE LIGHTING& POWER PLAN • E-300 RIVER ROCH ftE51DENCES- 100%Construction Set-2/17/17 TowNNouREs PROJECT NPME RIVER ROCK RESIDENCES- TOWNHOUSES PROJECT ADDRESS 72-82 BOSTON ST, SALEM,MA LEGEND OF 3—PHASE FEEDER SIZES — ALUMINUM CONDUCTORS CLIENT RAcswnv RAccwnv NOMINAL - LAR PROPERTIES, TAG CONDUCTORS(3 PHASE. TAG CONDUCTORS(T PHASE AURAL TY 3 WIRE)WITH GROUND 512E A AIRE)w11 SOFT. slzE RATING LLC 6o_3G 3Az AM k I"AWG ONE 11/A6O-AG 4#4 AWG A 118 AWS GNo. 1'/' 60 AMFIFTECT IDD-3c 3X1/0 AM& 116 ART OND, 1'h' Im-4c .p+ AAM&1A6 ARG GNP 11,1' IDO KHALSHALSA DESIGN INC. 12s-}c 3X2/0 AWG 6 Ip4 AM LED z izs-ac A#1/0 AM 6 Ip4 AWG CED. 2' Izs C /� 150-3G ]M]/C AM a 'pA AWG DEC. 2' Iso-AC 413/0 Awc& 114 AWG GED. z 150 J I V n 1]5-]G 3#4/0 AM& Ip4 AM GUO. 2' 175-AG 414/0 AM k 114 AWG CND. 2'{J' 175 O zoo-3G 3-250 OMIT& 114 AWG cu0. 216' zoo-AG 4-250 NCM1L& Ip4 AND CND. 2'/1' CDC 225-}G 3-]00 K[MIL& 1#2 AWG CND. 3' 225-4G 4-300 RCMIL& 42 AWG DEC. 3' 225 250-}G 3-350 KCMIL& Ip2 AM GNO. ]' 253-4G 4-350 RCMIL A 102 AWG GLAD. 3' 250 300-36 3-500 KCMIL& Ip2 AWG GND. 3' 100-4G 4-500 KCMIL R 102 PWG AND, 350-3G }-600 ROME& 1#1 AWG GNO. 4' 350-AG 4-60D RCMIL A 111 AND, 4. 350 K H A L A 1 T I V ALOO BTREET SUITE 4UO 400-3G }-J 50 KCMIL& 111 AM ONE, 400-4G 4-750 RCMIL A 1#1 AWG ANO. a 400 BOMERVILLE MA 02143 600-]6 6-500 RCMIL A 212/0 AWG GNO. 20]' EOD-4C S-500 KCMIL&2p2/0 PWG GND. 2-4' 600 i[L[awxeen,ssiuexsuAl5e1- CONSULTANTS: 7301 6-600 KCMIL&2#3/0 AWN SELL 2-I' 700-4G B-600 KCMIL A 213/0 CND. z-A' ROD Hs,A- 800-X r800-3G 6-750 KOHL&2#3/0 ARG GULF - B00-AG 8-750 KCMIL&203/0 AWG GAD, z-4' U. —'a'T' Mw � C til v 1000-3G 9-600 KCMIL&3#4/0 AWG GUD. 3-4' IOCO-'G 12-600 REMIT&]14/0 AWG GND. 3-4' 1D00 1200-33 I2-500 NAME&4-250 NCMIL GND. 4-31/2' 1200-AG I6-50D KCMIL&4-25C KCMIL GND. 4-316' 1200 FEEDER NOTES I. AMPACIIES BASED ON SOUTHWIRE SIMPULL THMN ALUMARER COMPACT STRANDED CONSTRUCTION. z FEEDERS FOR AMPACHES BELOW BD AMPS SHALL BE COPPER. LOAD CENTER MC FEEDER SCHEDULE (ALUMINUM) EACH I2X LOAD CENTER WILL BE FED FROM THE DISTRIBUTION PANELROARD.THE FEEDER IS TO 0E A TYPE ML CREATE WITH ALUMINUM CON TUMORS.CABLE LENGTHS ARE TO BE MEASURED FROM DISTRIBUTION PANELROARD LOAD SIOE TERMINALS TC LOAD CENTER LINE TERMINALS. SCHEDULE OF MODULAR METER CENTERS RISER 120/208V,1PH,3W CABLE LENGTHS AND ASSGLATED SEES. 0' - I}0' 3/C#4&1#5 BARE GROUND MC CABLE NEIEP SOCKC3 BRANCH BREARERS 161'- 200' 3/C 12/0&114 BARE GROUND MC CABLE METER CENTER A NCB NSF V IOOA/2P 1z S4/zP 150A/2P 1]SA/zP IOOA/2P 125A/4P 15M/zP 1]5A/2P REMARKS zCl'-250' }/Cpl/O&i p4 BARE GROUND NO CABLE MMC1 65K 400A 7 7 • TOWNHOUSE 6 TOWNHOUSE 5 IOWNHOU SE A TOWNHOUSE 3 TOWNHOUSE 2 TOWNHOUSE 1 ROOF REGISTRATION THIRD 11OOR SECOND FLOOR 15,81 mvrzD1 FIRST FLOOR RINFLER PM. REVI610NS 12D/zoav 1rzD/zo6v 1zo/2o6v 1zD/zoev 120/2Dfiv T'u.' MAIN400AMMLIR AL FEEDER SERAL FEEDER EWUTILITY COMPANY ESCHEDULE SEE SCHEDULE O O PRTI PAD ANTED MMCI TY DRONE TO MMCF NPICA TRANSFORMER. 120/20BV 11 FOR 6 FOR I COORDINATE ALL ASSOCIATED O N O D WORK AITH THE UTLITY COM PANY. FARAGO z SETS(6)-250 MAN AL,rc (2)5-c. ELECTRICAL TOWNHOUSE POWER RISER Power Riser Diagram s<al4 NIR, ' E-402 RIVEa aocN a5slo5rvcss ' 100% Construction Set-2/17/17 RAUMM OCK RESIDENCES- TOWNHOUSE FIXTURE SCHEDULE SPECIAL PURPOSE RECEPTACLE SCHEDULE BRANCH CIRCUITS SCHEDULE USES MOUNTING FLUORESCENT INCAn'DESCENT/111D E%IT SYMBOL NEMA NO. DEVICE RATINGS CIRCUIT DRANLH CIRCUR 120 OR 277 VOLT 10, 2W' CIRCUITS BREAKER ON ST,RECESSED FF R xR ' CIRCUIT BREAKER LONDUCIORMA GOT NG/SURFACE FC c xc rLiJ s-ENR zaA. 1zsv, zP, 3w 20A1P2AI2 k IXIz Guo. 3/4'c zpA-Iv zx12+1X12 UC -}/arc PENDANT/SUSPENDED FP P xv s-3GR 30A 125N. 2P, 3w 30A-1P z 10& 1 10 GND. 3/APC CLIENT A X 30A-IP 2ql O+l d1D crv0-3/q C KILL Fw (RACK FT T 5-50R SpA. 12EP. 2P, 3W SOA-1P 2A6& 1#10 GND. 3/1-C 40A-I1 216+Igl0 GND. -3/4"c LAR PROPERTIES, I� SOA-IP 2X6+1 dlp GND. - 3/4"C LLC MANU FACEERER& u 5-20 R 20A 2Spv. zP. }W 20A-2P 2XI2& 1X12 GND. 3/4-C 60A-IP 2X6+I dlG cNO. -3/4'C TYPE OE SC RIP TION CATALOG NUMBER NUMBER TYPE VOLTS WATTS REMARKS ARCHITECT I-5❑ 6-30R 30A, 250V, IS. 3W 3OA-2P 2#10& INTO GNo. 3/4'C 208 VOLT 10, 2W. CIRCUITS KHALSA DESIGN INC. CLED STEP ARWLExIS 6-50R SOA, 250V, 2P, 3W SOA-EP 2X6 k 1A10 GND. 3/4b CIRCU17 BREAKER CONDUCTOR AXB3-MF-5,3 Fc1 5-4-w-uuv-D-1 LED 120 22 20A-2P 2X12+1x12 GND. - 3/4-C ! 5 1 -O 14-20R 2M 125/251 3P.4 20A-2P 3AIz& IXI2 Gn'0. }/4'c 1/r G F� 30a-zv 201DI X10 cry D.-3/4C O .` PENDANT UGHT TROY LOFTED LOCATED IN UNIT KITCHEN IZL 14-30R }M. 125/25M, 3P.4 30A-2P 3#10& 1M10 GNo. }/a'c q0A-zP 20+1X10 GND,-3/4'C F3132 FPI 1 CPND BASE 120 60 �-914-SOR SOA 125/25W. 3P,q 50A-2P 3A6& 1#10 GNG. 3/q'C O A-2P 2dfi+1 X10 Cup.-3/4C FLJ 14-WR 6OA 125/25OV, 3P,4 GGA-2P 3A6& 1#10 GND. 3/4-C 60A-2P 2dfi+1X10 GND.-3/4'L PENDANT MOUNTED POSSIN EURO NICOL: UNIT DINING ROOMS 208/120 VOLT, 10, 3W CIRCUITS INCANDESCENT 9CO91 11 I5-20R SEA. 250V, 30, 3P, 4W 2DA-3P 3#12& 1X12 GND. 3/4"c K H A LSA FPS 12 60WASE 120 fi0 CIRCUIT BREAKER CONDUCTOR CLASS I� I5-30R 30e. 25w, 30, 3P, aW CGA-3P 3#10& 1A10 GND.3/4"C 20a-2P 3tl12+1X12 GED.-3/4'L }OA-2P 3X10+1X10 GND.-3/4-C 1]IVALOOSTREET SUITE qCO ROUND SURFACE LITON: KITCHEN.IN UNIT BEDROOM, H03 IS-SLR 50A 250V 30, }?, qW SpA-31 3Xfi k 1#10 GND. 3/4'C Y-11AFTIAGA0z143 LCMPO>R-730 LEO KITCHEN.IND LINNC ROUND 40A-2P }qB+1 X10 GND.-3/4"C Tla[Rxaxc bll-selamxru4n.w1- EST - }GOOK 120 iq ® 15-OR 60A 250V, 30, OR, 4W GAA-3P 316 It 1#10 GND. 3/4-C 50A-2P 1 3#6+1X10 GND.-3/0'C CONSULTANTS: 20A. 1251/.2P. Jw q0i t u rlWH Ix L5-2oR TWIST LOCK 2pA-1P 2#12& 1#12 GND. ]/4"C GLA-2P 3d6+1 X10 GINS-3/I'C mrncPREE 1'%q'WRAP SURFACE COLUMBIA'. ^ '•~ „-„w,"�. uw-4-3p-Lw-E-u I-[I]6 L5-30R 3CI 1°5V, 2P, 3W 30A-1P 2X10& 1#10 GES.3/4-C208 OR 48D VOLTS, 30, 3W CIRCUITS F52 'KED LOOK 120 23 TWIST LOCK 6-40R 40A, 12W, 21, 3W 40A-2P 2#10& 1#10 GND. 3/4C CIRCUIT BREAKER CONDUCTOR 20A-3P 3X12+1x12 GAD. -3/4-C 14.]5'.CE LIKE LIGHT STARTER INDUSTRIES LOCATED IN ENTRY $IG-11ECL GENERAL NOTES 30A-3P 3X10+1X10 GED, - 3/4-C 12W D F53 1 M'RCLIN'E 120 22 IT ALL WIRING SHALL BE RUN CONCEALED UNLESS SPECIFIED OTHERWISE 5A-}P 3#8.1#W FIND -3/4C 2.)ALL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, SDA-JP 3X6+1 X10 ROD. -3/4'-C VANITY WALL SCONCE GEORGE KOVACS LOCATED AT UNIT BATHROOM RECTILINEAR TO BUILDING STRUCTURE GEA-3P 3#A+1#10 D. -3/4-C 3P O1]SHADE VANITY ON OVER MIRROR, EXACT Fw8 PG5042-L 48LED 12p 20 MOUNTING HECHT TO BE 3,)ALL COMPONENTS SHOWN ON THE RISER DIAGRAMS, BUT NOT ON THE PLAN OR NCE 208 Y/120 & 480Y/277 VOLT, 30,4W CIRCUITS ARRAY CONFIRMED WITH ARCHITECT VERS. SINLL BE INCLUDED AS IF SHOWN ON BOTH. 0,) EXACT LOCATION OF MECHANICAL EQUIPMENT THAT REQUIRE ELECTRICAL CONNECTIONS CIRCUIT BREAKER CONDUCTOR TAMP BASE HOLDER LEVITON LOC AIEO AT TERN UTILITY ARE SHOWN ON THE MECHANICAL DRAWINGS 21A-3P 4d12+1X12 END.-3/4'L WITH PULL CHAIN C20-9862-OPG 1}N, )CLOSETS 5 ALL RACEWAY$RUNNING THROUGH BUILDING EXPANSION JOINTS SHALL BE EQUIPPED -, PC 1 CFL 120 1} WITH EXPANSION FITTINGS. }OP-3P 4#101 GNU.-3/6'C ICA-31 418+1X10 GND.-}/4'C fi.)CONDUIT HOM ERV N$SHOWN ON THE DRAWING WITH MORE THAN}CURRENT CARRYING M OV NT VERNON KIC HLER. E%iE RIOR OI]OR LIGHT AND AT CON DVCi0R5 ARE SHOWN CARRYING 1H15 CONTRACTOR EWA SHALL NOT INSTALL SOA-]P 446+1 d10 GND.- 1'C COLLECTOR OTTE 9]0902LE0 GARAGE DOORS MORE THAN ] CURRENT CARRYING CONDUCTORS VCi0 R5 IN A RACEWAY UNLESS DONE 50 SIRI CTLY fi0A-3P 9B6+1 d10 CND.- 1'C Kµ2 BRONZE WALL SCONCE 1 LED 120 150 6Y iXE NATIO'ML ELECTRICAL CODE. OOK ]J ALL RUSH MOUNTED PANELS SHALL rvNEMPTY 1 1/2'CONDUIT STUBBED ABOVE ACCESSIBLE HUNG CEILING FOR FIffURE SPARE CONTEND TE UITS EGISTMl1OX i AT CONTRACTOR SHALL REVIEW ALL TRADES CONTRACT DOCUMENTS TO DETERMINE SPECIFIC MOUNTING SII LOCATIONS FOR ELECTRICAL EOUIPEMENT. COORDINATE EXACT MOVMING LOCATIONS W11H THE ARCHITECT TYPICAL TOWNHOUSE LOAD CENTER SCHEDULE SITE LIGHTING FIXTURE SCHEDULE 9.) REFER TO ARCHRECTURAL PIANS AND ELEVATIONS FOR MOUNTING HEIGHTS AND EXACT LOCATIONS OF ALL DEVICES. PANEL LC' INRCS 3 MOUNTING S P01E5 40 MOUNTING FLUORESCENT INCANDESCENT/HID EXIT 10.) SPECIAL PURPOSE RECEPTACLES ASSOCIATED WITH ELECTRIC RANGES AND CLOTHES DRYERS SHALL BE AIC RECESSED FP R %R INSTALLED IN ACCORDANCE WITH ARTICLE 250.140 OF THE NEC. PHASE SE 1 VOLTAGE 120/206 MAINS 100 RATING 22K LOAD (EVA) BREAKER BREAKER LOAD (KVA) CEILING/SURFACE FC C %C DESCRIPTION OF LOAD ESCRIPTION OF LOA A B TRIP POLE POLE TRIP A B PENDANT/SUSPENDED FP P %P 1 Ac-10 0 S 20 / 1 I 20 18 RECEPTACLE CFI 2 WALL FW W X. LEGEND OF FEEDER SIZES— COPPER CONDUCTORS 3 fB / 2 1 2O 36 SM APPMARGE a TRACK FT NOMINAL 5 SM APPLIANCE 54 20 1 1 IS 18 REFRIGERATOR 6 gybmmm. 15061 MAN UFAC N RER& TAG CONDUCTORS (3 PHASE. RACEWAY TAG CONDUCTORS(3 PHASE, RA`EWAY AMPACIIY 7 GENERAL ROGER 5 IS 1 1 15 18 MHNC B 11 1 TYPE DESCRIPTION NUMBER TYPE VOL15 WATTS REMARKS SIZE SIZE CATALOG NV MBER 3 WARE)WITH GROUND 4 WIRE) WITH GROUND RATING g GAS LOOK TOP 30 DISHWASHER 10 BE 12'POLE WITH LED POST EATON HIGHER G. CONTROL VIA TME CLOCK RELAY 30-3G 3X10 & i#10 END, 3/4' 30-4G TOM& 1#10 GND. 3/,_C 30 11 HWO/MICRO 4 1.5 / 2 1 20 1 GARBAGE DIED. 12 REVISIONS TOP URD-EO3-LED-E-U- PANEL THESE FII%NRES ARE 13 LIGHTNG C 15 1 1 2G 1.00 RECE.LIVING U. 14 au,H EA T}_H55-]030 21 LEO 120 60 SPE DEBT BY THE LANDSCAPE 50-3G 3X6& IX10 GND. 3/0' 50-4G 4X6& 1X10 GND. 3/4"C. SO 'GOOK ARCHITECT 15 GFI REG.WE _36 20 1 2p FIRE PULE 16 6O-3G 3X6& 1X10 GND. 3/0' 60-4G 4X5& 1010 GES. AS 17 BATHROOM GET ,18 20 1 1 CS 1B BATHROOM EF/LTC 10 I2'POLE WITH LED POST EATON FILTERS CONTROL VIA RIVE CLOCK RELAY 100-3G }XS& 1X6 END. 11/ X 1 ILEA *737 SHER 20 1 2D .9 RED.BEDROOM 20 TOP UTLD-103-LEO-E-V- PANEL THESE FIXTURES ARE 100-aG 4X2& 1 B END 1 /' 58 SWO-]030 _ LED 120 BO SPECIFIED BY THE LANDSCAPE YER .3 20 1 20 9 REG.BEDROOM 22 30D OK ARCHITECT. 125-3G Ili & IXfi GND. 11/' 125-4G 4X1 & 1X6 GND. 11/2' 125 H-1 3 SO 1 20 .9 REG.BEDROOM 24 Iso-3G 3Xi/0 & 1X6 GNP. 11{2' 150-IG 4X1/0& 1X6 DEC. 2' 150 BATHROOM GFI .1B 2O 1 1 20 4 BATHROOM 1UFTG 26 LED SPO1 PREPS HALM: mm 175-3G 302/0& 1X6 GND. 2' O5-4G 4X2/D& 1#6 GND, 2' 175 -2 1.5 20 1 \ z0 29 AC-12 28 SC PAR38/Ra0 120 150 200-3G 3X3/0 & 1X6 GNG. 2' 200-4G OPEC & 1X6 GND. 2' 200 -11 29 20 / 2 \ .29 }0 29 / 2 1 2pJ2,62 ,94 BATHROOM EF/LTG 22 LED WALL PACK PHILIPS GARGCO: 225-3G 3A4/0& 1#4 GND. 2" 225-4G 4X4/0& IY4 OND, 21/2" 225 H GO 16 20 \ 4OACCV-14 34 121 UEL]O0CW6S”. Sy,,1 A5D PCBFIBK LED 110 30 250-3G 3X250 KCMIL& 1X4 GND_ 21/2' 250-4G 4X250 KCMIL& Id4 GND, 21�" 250 E DOOR 5 20 1 2 \ 36 300-30 3p353 KCMIL& 104 GND. 21/2" 300-4G 4X350 EMIL& 1#4 GND. 3' ISO RXTU RE$CHEOULE NOTES: 350-JG 3X500 KCMIL& 1X3 ENO. }' J50-4G 4X500 KCMIL& 1XJ GND. 4' ]50 ONNECTED 2.01 2.65 SUBTOTAL CONNECTED 1.ELECTRICAL CONTRACTOR SHALL CONFIRM LIGHTING FIXTURE COLOR.FINISH.LENS,4X0 RFAM SPREAD WITH ARCHITECT, 401 3#500 KCMIL& 1X3 GND, 3' 400-4G 4#500 KCMIL k 1#3 GED, 400 2.CONTRACTOR SHALL CONFIRM OTANI LENGTH, MOUNTING,AND LOCATION OF REFUSES WITH ARCHITECT. CONTRACTOR SHALL 600-3G 6#350 KCMAL&2Xt GUS 2-3' fip0-aG BA3S0 KCMIL&2 1 END, 2-3" 600 rELECTRICALFURNISH AND INSTALL ALL NECESSARY HARDWARETO COMPLETE INSTALLATION. X SUBTOTAL CONNECTED Kvp A=3,UNLESS OTHERWISE .VOTED,ALL CAMPING SHALL HAVE A CRI OF 35004. CONTRACTOR SHALL CONFIRM LAMP COLORS WITH ARCHITECT800-3G fiX600 KCMIL&3X1/0 GNp. 2-3" 800-4C ROAGG KLMIL&3X1/G Gn'0. 2-1%2' PC. SUBTOTAL CONNECTED TJ KVA e-4.CONTRACTOR SHALL LOUROINATE AIMING Of ALL#PIUSTABLE FIXTURES WITH OWNER OR TENANT$ REPFESEOTATIVE. 0003G9#400KCMIL&}A2/pCNp. }-3" 1000-IC 12X4U0 KCMIL& 3#2/0 GND. 3-3' ISOO TOTAL LORNECTED TOTAL1200-C. 9#600 KCMIL&3X3/O GND. 3-3' 1200-aG 12X600 KCMIL k3X3/0 GND, 3-3 1/212p01600-3G 12X600 KCMIL& 4X4/0 GND. 4-3' 1600-aG 16Xfi00 KCMIL& 4Xa/0 GND. 4-3 1/2' 1600 RIVER ROCK RESIOENCES 100%Construction Set-2/17/17 rowrvHous2s PROJECT NPME r MECHANICAL EQUIPMENT CONNECTION SCHEDULE RIVER ROCK RESIDENCES- . TOWNHOUSES ELECTRICAL RATING TYPE OF CONNECTION REQUIRED ITEM EQUIPMENT l!IIII,, n/� r�1In, F�L� _ � � �I� I�� FEEDER IN-FORMATION ON vaascr ADDRESS DESCRIPTION HP FLP Kw VOLTAGE PH PANEL CIRCUIT SIZE on T[ .vy cnEw L=1 �f-- DIRccT L— :p = VFD WE RTS OS D 72-82 BOSTON ST, oNN SALEM,MA eE-1 F.", 'IO , FEE Rw E P4 .- ✓ Rp t x EGL CLIENT e . HDNmse .e Ere sss X.H s P - ✓ ax, H rrEo LAR PROPERTIES, LLC e HrNosEE 2.1 zm 1 EEE r,.w r>— SDA-SP A,aE. Fsso ER e RE VARCXITECi --IN ,. OCE , SEE REFEREE v - REFER t iuucH oac FEED ✓ aECHI ul°° KHALSA DESIGN INC. 11REOo-N Esxo<NssaEl zoB 1 sEE PUH SEE ILAN R.- REFER IS FEEDERS I G e AFEN-r.H 1 24 ,:o I sss N.H SEE>— S—P REFERIcNENJUD TO RRANCH SREFF 11.11O Z MECHANICAL SCHEDULE NOTES: 1. PROVIDE DEDICATED CIRCUIT AND GFI DUPLEX RECEPTACLE FOR CONDENSATE PUMPS AS REQUIRED. REFER TO MECHANICAL PIANS FOR EXACT LOCATIONS AND QUANTITIES. 2,PROVIDE SURFACE MOUNTED, WEATHER PROOF, INDUSTRIAL "JELLY JAR" LIGHT FIXTURE FIXTURE MOUNTED TO MECHANICAL URN. KHALSA STONCO. ROUGHLYTE SERIES OR EQUAL. CONTRACTOR TO PROVIDE LAMP AND WEATHER PROOF SWITCH. 3, PROVIDE SURFACE MOUNTED, WEATHER PROOF, GFI, DUPLEX RECEPTACLE. RECEPTACLE MOUNTED 10 MECHANICAL UNIT. REFER TO ELECTRICAL PLANS FOR EXACT LOCATIONS AND QUANTITIES. n IVAL°O STREET SUITE am SOMERJILLE W02143 4.CONTRACTOR TO COORDINATE EXACT LOCATION IN FIELD WITH OWNER/ARCHITECT PRIOR TO INSTALLATION. —1.1"e16°""'- CONSULTANTS'. 'ADEAD1.1—L N .D.N. Ir.c r ski iE r'+:l ei r..iwnw EGISTMTIGN 1508 ,182(20, REVISIONS D-Ep ELECTRICAL SCHEDULES E-602 RIVER ROCn RESIDENCES 100%Construction Set-2/17/17 1 PLUMBING FIXTURE CONNECTION SCHEDULE PaaEGr IUME . PIPING AND FITTINGS SPECIFICATIONS DEMODAMPEP MINE MARKS SOURCE PIPING RIVER ROCK ROLDurR ,�2' _ pN[gIGN STANDARD CADET SUIT NODE 215r,.104 1.25 GP!}HUNK T9E ROOK WITH LMPLEIE M11 BETS uDUEL IF qPE:E BELOW N,BANGUI�U[PML[IC EI AAwWA CI51.WITH PUsx-O"-.YANG BELL AND RNx SMOOT END.OR AS BURG E D B/THE LOCAL RESIDENCES- rt ]- S' HOWARD OSEDMONY SEAT.DEGREE NR TPE MOOR OUTLET COMPLETE MAH BE wA,M[F�OEPGAFfu�E"N/PU"GH M'N x-u-nl"1 HEL _ P-,. WA,ERaESE,(ACCESSIBLE) ,/Y - J' ] CLOSED"MONT EPAIU'COURR EKR$HALL BE LOCATED ON HOE SID[OF ISO. rmINGS: XAM,"G,53 DYL^lEIRON, Elm iR11Ws.ARM,GAD.DUC,I1[DR GFAv IRON.MONDIAL,-PA„GX.PUSH-O-D Gs. TOWNHOUSES INSIDER CHURCH MODE DERIDE E F DEL ° OFF LINK PIP Ex A YBB[R CASRETS I LAVATORY 1n' 1/r 1n 21 MATTE 2 �N K N NB(WEER TO HYDRAWI GS FORM: COMPLETE WITH swu0 E.olm: susx-CN-POTTY w wA cI,1 R PE r "1 PRGJELTPGGRE39 'SUES FAUCET W UP MAIN,SUPPLIES MTM STOPS,XO P-mAPaPR0u10E)to GPu FES1RICnNO DEVICE. B.MEANS ND SANEST WATER PIPING(,LAN-FESIOEMMU - ORY(ACC STEL 1/r 1/r ,n 1/2 o L K-2210 MODEL NARM 30O COM a ETR Hwc^E'�EDCUSE v E`Holc5 4TH WELD STR1"IINERR.SUPPLIES MM AP, PRE MATERIAL TYPE L GROUND ,uBING.EIIARD,EMPER. 72-82 BOSTON STS I CP RY(CO AREA) ,/r ,/r 1/2 1n "All sL v°sE>1°o STOPS WHO OFFSET P-IRAP oi'rsCUP COMPLETE BETER SORROWS MODEL S E 0SA w AERATOa swAIxEF.WASTE AND rmlG WITTY ENTCOPPLU OR T-W-OSELI wlncRio o.,nowt STYE Bw COUPuxcs AND STROLL nie4.KiuGE AMBIENCE OR ALLUDEPIT SUPPER `s' SALEM MA I'D—,,PM._ON-GMGMTCOL - NB/sxowEq MM 1/r 1/z' .,ROSS srpxE,Ro PRIxcEmx zasu.�o�Gco�Leh.ls.r.nTDs sD6oz-PLR WM GLPwFs AND stops. sOWERM GF 1xTw11c MET s PER TO BE PROnOE MM ROw PEsiRIGREG DEMCE TO HAD ROW N 1.5 CRM, PIPE KGRO OT COUPLINGS ANN SME 641[LGE AOwERs.OR MAEN1 PUSN-1^-COMERS,. CLIENT -JA SLOWER BASE yr 1/r BE °0'v AWAY PC FmovnxxL/F couvETE rnuoxs s-s L:i WowAIRLINES MO STOPS LAR PROPERTIES, BE PROVIDED WON Ow R[sMIcnAG oMa IMIN, WATER PIPING DISTRIBUTION NAIxs(r AND CLEME) LLC P-]B S[(ACCES4BLE) 'Ri ,/S' t/2' W'MJ,'"OUA^C M11 WOSPLR INS,LL p\ERTER♦ALD CODE BAR w LONG PI 1EM,L WALL G DEMCE N Lul,FLOW iO 1.5 GPu. 0 GOLD CPF TYPESINSTALLEDa CORRIpORs wrtx SUPPORT SYSTEM PER MANUFACTURERS LISnxG SAU` E REOUIFGILITS, ,/r MMWM WTICDREW EMO RML A COMPLETE MTM SVNMONS 5-560,-PLLR Mm STEEPLES AND STOPS GmING MATECMt. SOH=00 FLOWEMRO CAW MAN FITTINGS INSTALLED IN ECONOMIC PER LISTING ,/2' S' RDVIOEAM ROW ANCEPECnxE DEMCE 70 Lux FLOW TO i5 CALL EOUIRFN[x5 AND NL MPLYAM[COD 0 CATCH SUIT MWE MENU AG02 FREESTANDING NB(ImLUEA INNRE)WCLUNIC HAND HELL MLRRECT DO SOAKING ITS 1/z- 1/z' z' s TO BE MOAGED MMR SENTENCE. ARMS GROUND DOMESTIC WATER NEW MSM mMEM WIN$.RISERS UP THER BLIPPED TO MVELINC UNIT WEcxpmCAL MEMBERS MG KHALSA DESIGN INC. Min T M DDEL LPs ICE r4 LOT Low 1E 1s ICP o tom SMALLER) NO IMI TIESiuc::i`Ir: EGLII.NAREA. 1/z' 1/r DUST NAN 'ITS MAP eMRErz MM S"I Mee. WERE IN EMBLEMS WITH XR(pC BE)'R t/r 1/2' SUE u - uxERNOF,$Ei P-IgEAPCCOMPLETE"M B1MNM5 PPE`N1ER'"` wGFACWHEN ONREs LISTING REOUWEu[ms AND ALL APPLIEF FALLS CODE RCOUWEUEMS.SUPPORT 55T[4 ANO STRING Wrzs PER C 1-41 BALM MEL)MM SUPPLESPAND STOPS.GAS CASKET AND gsxwASYER MANKIND ON.M PETARD WGEA4L SCHEDULE 40 FWWLwRD CAN CWC PALED INSTALLED IN MERGERS PER 115TING J V LAUNDRY ANNE I/2' 1/Y CATTY WMODE M531 M 1/1'NR"MASS BALL VALVE-CPG-STANDARD PACK �F E SERVICE: LOUESTICDUCTOLEDC ,0 EF CONNECTIONS BELOW SHOPLOW AND xG xrtCx[x AGHAST O _ ,/x- - - - NP¢rz WIM,/.MM eRAss BALL vuMT-cPvc-s1nxDARO PACK PIP - MMtG Fmlxcs ALLOWED BELOW suB)K4 /z. R MMG S MODELDM,B-x424 WITH MODEL r-15-W FAUCET SETH M,GUUM MI WALL SUPPORT,PAIL...F n P-7 ALI RECEPTOR '/z. iW"xosE THREAD m(GN-RMMm1ALl. ' PIPE MENTERAL, NO-HUB CAST IRON UAL nPEECOEMqulxG 70 ASIA A-EB OR SAN WROUGHT COPPERHS HUGE.,DO 13- Do MORAY MODEL IRAN WITH . M ARC FOUR KEY STOP FUTTLAS ANCEREAL: CAST N.POST MASS. uW[FI 3/4' - P N M ZELMSSMODEu WE WHY UM OR xG PIPE JJ'M. SCREW, OLR AGO CCUNViSTEEL P4p BAND HGVI DUTY COMMUNED WITH XEOPR[NE GASKETS(GENAL TO xuBM'GDW REBOUNDEDN.W.�.NC VENT NON_REBPEmML) KHALSA OE,/oMW MO3/4x FLEXIBLE MOM CGMECTON FOR AouCET DlswwASHER.SKETOM E LNE MODELWI ASWE?70BE UXNAvw MAn1MM1IPILO ANGTOF VALKS FOR ME KITCHEN IUArzRNL EN WO Acs OT MAIL PIPE CONFORMING,O As,M A-i. KNOSP ALN EQUAL TO WmAPoG 9 DEL GC1000PE COMPLETE wnI $xW.sHER CONNECTIOu GARBAGE DISPOSAL CAUSES WITH. E SPICAE oMINANE MI 13IVRL00 STREET SUITE LOU DIOXIDE x' IX(N-A)SETTLE AL HANDICAPPED AC PE ANNE PUSH-ONSOMERVILLE,MA02143 "OTE E HAS BECN ATTACHED,O GSI FOR RUSH LEANINGS w EPION"17591H-FAR.111- CONNECTION TO A IM 10-0 BEYOND THE FOUNDATION WALL RUN WAS SR CH S/BPAx ANDER CO"NECU"G RES M5 GARY IBM Buml"E DRAIN. LORSULTRN3: IT SERNS1 AREAE GROUND SANITARY MANAGE AND All.LAUNDRY PASTE.w4 MEN,(Mx COMMERCIAL SPIELS) PIPE��L SCHEDULE IS WIG(EXCEPT AS NOTES ON PIANS) 1:, 1 m 1ST EZ:= em MINNSMAGERP WAS(ENT AS re EDGE LANs) GAS FIRED WATER HEATER SCHEDULE PIPE,DINT. $GV[MEwco(MLEP,AS EE,E M.PM.B) MA NNLUF.cnRM NOBEL ESTATE R[coMERYPC NASA REMARKS SERVICE, BELOW GROUND Svnum WASTE Two EENT.IALEDm WASTE AND VE Iuwcw SPA ALAN(STN DL CES) CALICOS W OR RuPIPE RADIAL SCHEDULE 40 THE(EXCEPT AS ACTED GO PLANDU PIREEM,MI OYSTER AND OF MPG EXHAUST READ ram THERS NOTHERAL, DORI AN w (EXCEPT A'.1.CAN PLEARI ,TRY POP _ (MOSET ANL ALES) METHOD MAPPECIPT COME-11 EXPANSION TOM' WERWAS 1.I'D R.IE NI LIALOSS >R 70 r TOP JBU RCONDENSATE AND GENERALIZATION KIT,INSI PER JI RINFOOPTION 1):NATURAL GS nxcw^AG FERF DENTS)z-In MGN AND s4AL11x MANUFACTURER 5 W RCUENS FOR ARRANGEMENTHOT WATER ANPRAT SE SPRING PIPE MATERIAL $CHEOUL[40 BOTH DOMESTWATER ' WE Y TO FAN COL UNDIGHE ING " TEE PIPE.mI,N, VIECA RENEWERS GABON STEEL F11UENUM NOTED EX7 UPS ALI WATER HEATER WG M UNITT IF.1 MIT GWI TO,ANNPRIpUnE q x.SERME(OP1MN IL Yu GAB(S INCH AND SMALLER)INCLUDING PIPING WITHIN HANDLES FEET AMIDPROM THE AFTER(UPON ENTERING 1M[BUILDING) THEDWELLING FEE. PIPE MArzRAL TOWNS SYSTEM MEET)WYK ALL REWIRED SEEMED,STAGES PLATES,SUPPORTS.C,C.Ixs1ALLED PEA MANUFACTURERS FRONT ENORMOUS AND ALL APPLICABLE CME BELLIGERENTS. L 5[MICE NATURAL GTS(3 INCH AND CAREER) ,.PC MARRI SCHEOUIT 4^BUICK STEEL(ASTM A130). 'MIN CARBON STEEL DRAIN SCHEDULE PIPE WIm.ACCEPT REFINED.FERMI SELECT mE MAKERS mL[. 1. PANEL IRON ARL PRO PIPING UND AO NOTED ABE IS IN ACCORDANCE WON THE GRAND INTERPRETATION CITED UAL-07-13 EGI9TRNTIGH M MED IS BETE FLOOR BECART IN-INBRxOLA/ w/iPEF[ONEROxAN INFORMATION CAN BE BANNED MOM LEE STATE PLUMBING OM M, v , WATER IN R SPECHMLAND COMMERCIAL USE GROUPS 7_. FLOOD EXPEN UP EAGER WED C .IMF CAST XPER, CO.", CO. SEDIRENT BUCKET HE TRIP PMEN CAST 7.7 OWNFLY. IN MEN BG�_PUAP AN US PONAN PLUMBING GENERAL NOTES: TRIP ER POP RMI-ING 0 BI SELIFUNG GLIAS.OBTAIN EXACT IxFOFupnOM R[ulN[10 xMSH RPoP LML AT TOP 1 THE WORK CONSISTS OF PERNICELP ILL M SET Dus OPERATIONR THWNC SOUP .IN S"S PIP'INDICATED ON HE TPROJECT I ALL MOOR DR..CHILE LOOP THRUP PHIMENG NED MANNE-Up FEAR GERMS 2 ALL CORP MY NOT MATER,O APPARATUS DRUM INS PLUMBING LB ONENT AND MATERIALS TOUCHED INCLUDING LABOR ICONTRACTAC T LEGUNG PREFERRED ROGER'HALL El IN NE NPBIu 001 REGULATORS.COSTS AND REWIRED SCOxSSLACLO INSURANCE REGULATORS AND u WKWUHWOM WGINEYEART MY ED DUE STAFF PLUMBING LEGEND rOF IUTM GANY MATESTAGE BE rNED AS FHKNTHE DRpWIxES ANIPCRIANNOWAOwOAE ♦ AND XP x AL MEB REVISIONS 1Y.BI MP p e...NN SYMBOL ABBBOTELOtl ➢E5G9V_➢Dtl 4 AFFECT 70 ARCHITECTURAL MEANINGS 1.1 EXACTLOCATION ADD MWmAD MWMTs IN ..AMR.. MAN APoMC MOOR PIPING(BACKING AS SINGLE DEMOCRAT � WEVE MI ALL PW ♦x ALT. 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TRENCHDARUNT `PLL — GIs(NATURAL)PIPING E NO Y�AE EGGS v F 1/r'w ICN ON ALL RPF MAIN BODES AMD HORIZORTw STORM DRAINAGE IFING —G(GusE)— GROUPS) GS(LATERAL)HOUSE PIPAE AM 1. "A10,EXPANSION TINGS _ ON ALL PW PRENING BETWEEN MINT OTHER MYSELF "u u PTEXCEEDINGLOCATION [ 6 N _ PIPING oIN AN E NCEDEEUNDERGROUND pINLS EmO FFESTS DID NOT ELIMINATE MY A FOUND KAREN PER MAD LINENEED THIS REQUIREMENT THE F ALL EXPLOSION FITTINGS SEXUAL BE SUE STOOD VIV —1 1 CONSUL GLRNFO SWARD ME AS-BURT AS SANT AM WASTE SACH _y OED DR.BUD DAM GG MR RK EASTICKKVTR THEN O MMES CFALL UP Wry TE S, PLUMBING ILMUN O� LAUNDRY NEXTNFOR —�� TOWNHOUSE UP UP UPSWWEEEWLG 9 DOMEMTAK) ~ P SLOWRd 1.11 DIGHT LEEP NOT PINPOINTS PETR. 1 - BE 'mwRLEGEND, M OE(PMETTEs LEVEL E.) 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No sruE ND SCALE xD SCALE A.SCALE &DOMESTIC HOT WATER PIPING DIAGRAM PLUMBING :NOME TOWNHOUSE xorz: 1,ATUREARD ALL LUNG DETAILS AND SANITARY WASTE RISER DIAGRAMS MASSACHUSETTS STATE ATET lEND.1�.CARE°°°^"�^ RISERS P-002 RIPERROCK RESIDENLES- 100%Construction Set-2117117 TOWNH EEE Y ^ ^ PROJECT INCOME ITOOP�E.TCH a CAro RIVER ROCK FERNANDORED ISISTIC I RESIDENCES- REQUIREMENTS,RDx L.________J TOWNHOUSES T%w.UP srY — ]Y5.P Y 'I / PROJECT ADDRESS DsiSp Dx. m a m. -6 OFF D"ET DN. r - `., UP I row I fesrcv,° l 72-82 BOSTON ST, . P r 'cxx,'.UP I I PROTECTFORION P I I SALEM,MIA I -C LAN �" "" a •�:ONE �ALI _ ]w D IE E° IPREss2 ne e.c:i°owCO �IEa°--.ON w�l ssi N.ER r'A aR SATE. cuexT l zwt,.L °RF"woaPYR[lloi snowRD w. v. -- 1 If s P PaEVExrza r°a aFuii+ee r� ss1EN CO."TO wnm DDe I LAR PROPERTIES, xwtn uP -_-- �. � .�h....� Ivy v Y' I `f °N' .fR III icm A°U"°"°D"mR wnl'o°R.) LLC IT .S _ w: �MXW)FECTO RAIN SERVICE pRCNIIECT 2w' a v. - J w- v_ 1.UP sa ma xwmx ----- J UNDE ) KHALSA DESIGN INC. ,RAAWONE P'Dx. — - '-- m� 7 a J Y I.,. � 'Ysw.+.v: x. � __xn �]n75� , ••, l REss ,/F'CY[TEF°r°aL wNusERNSEN N E FIR W E (55 WSCTY STANDARD FOR I.LIPS rts X�°tCAL -4"L ?LOD°PSD.n.j ED I IN "HI SS/2015 TES DDwv .w x,DFnrts 1 scALE: 1/a'=1'-C- Dn RUDI p Z mwx INS NOTE ALLAP PRO FOR ON ALL pl, I E d 12 USE OLL I'll ! q - IT D/X-cvI REE _ KHALSA 1, PLUMBING FIRST FLOOR PLAN 1; 171VALOO STREET SUITE acD ) ,TUC +/e'.1'-D' '1 Tu[ONEeSOMERi Se+LawxJOru111-AU J !`1 CONSULTANTS: P, NO ANN NCTES NAP LYSE v F F u°PE wroRwTlOu ]s.a soE w.reR rwON P.RT FLAND Ell uP iv'.UPP zPC UP V`E'"IO,"'UNDRwiau 'p y n, TRADE mw4 Tw Twln„I N H F eru , RGUALLES yyC =1 yq{ :8 ,(y+y IG �'o FOR A XV cRCUE�o"NDEI[ao]e" ULA_Dx_ "ELECTOcu PROFESSOR SPACE HEwUNDu ]/e'cw.DROP U TURN u LPOPEs - esw.Dx. eY 1 1 ------- -...... _ - Eli ♦.- J 2Y D. FOR nsXXz PF 5_ o- _ 1 .'III II IIII 1. II P F SIR HIl �- r- SE 11 RETE LAIN R �I /. z v INKX.s �l�� 1 'I�� J ovALL +PTD xEx r A Rx = - !E?•;'C SOS l Dv C� R EGISTMnox I AND NOTES �I J 11, ...ROD 1, FFPCXF Imr`rv)°x 'HOST IF M' �M' M' M' +h' +/3'C. I� III P t I RET Dx uyn Pnm Puxs mF -IUSE - J i�`� :) -- - vrlywTRN OPT) +/]'r7. AL UP O SET Dx. 1 1/UX Port PVUR rRF (])FOAR Or]°GSnuRERS X pun P,.wi FRF IS,]DR mFTT.I FOR ]Tmuro-Uwrs) EONnNWTON Dw.l pYP.I n F 024 CUP) ALL ,PLUMBING GARAGE PLAN X"RNGX%i°Tr 5'P1u`s _ X. RX FAA IlrzarsDl CRAP, IB'-1T0" REVISIONS wE S[ µ SFE P+ SEFM OR CRNTINwT10N FIX PEES+ I^n DNA T i I i i i i i AIN nTu vR I i I . 7.0 F o lF. III 0;4 / est �t I� ea 1 Eg Y U ,III :viei UP A II ArLw. II :zwbaP UP s= III FSCO - Ir li 11 I I ISI. �I I.i I � II I� II ER, INS iao'EN �I uNS", it - +>= r PLUMBING Fv NOTFS IR A. m FEEWASTE o.E CONDENSATE TOWNHOUSE 1 NE TwN t`E°T.AD'%IN °om%OPPARA PLANS COU R 0 , � E IPISTON THE on:cwo A FALL Rm T"FU CATUI` is.NYU _ _ _ _ _ TO RSE,RNRanuS FORT ucx"w T J uP - - - T-- \ -J— _- - :z]LN:PU F,) AIRRAND.S. CVXDowiv ronxowu DEL ENTER FRAM CRT 1 se Fr.l 1 0 TEMPERATURE91`"D II��JJ xu.c T ATER"OPER ADD r R -41FFIL1 O-TOFUNNEL NNEOPPENRAT ETHINEH .` P-101 RHIx urvl '1 IFT rsD X,A XeES —1 DASTARD P4rs FOR CONTINUATOR IN OIT �. IT ew+m�COPEN-ENDiCT I n.111DOCRAIN AOW"[S+iertL NE FOR u 5 1%FTE STACKED STIR:ROCK, wINTO THE S ON OF PILUMBING UNDERGROUND PLAN WICEE FEE DUE SISTER, IE T m5"EFLONTTHE SANCR Purrs nar n SSD EACH`APPuwEULN.F vert (� E /°'•,'-R 6 f0"�N RIVER ROCK RESIDENCES Ivuo IO�I$BI-2/17/17 rovmxousss INS I NASIE RIVER ROCK RESIDENCES. TOWNHOUSES ----------- - --- ------ MOJECT ADDRESS 72-82 BOSTON ST, LI IIII SALEM,MA CLIENT LAR PROPERTIES, LLC T ARCHITECT KFIALSA DESIGN INC. ARCHITECT KH SA DES C fl IKHALSA ML..SIIG.NIIN. SONENVI'LE.NA02143 PLUMBING ROOF PLAN CONSULTANTS: 1- --VU� 'NN F--fl [El 11 FEup-oMINP3 EGISTRATION 2V NN QQ : NN 110 UpA� 4'RL N�&OF�U DIP, RL N,A.1 i- 4�'4. '. 12 1. I'Ll uos PLUMBING THIRD FLOOR PLAN 11s2sot 6 REVISIONS I DI AN R A 1'2�1 1. UP 21 x. FO IT 77 21. A 2-R U PLUMBING TOWNHOUSE --- ---- PLANS NC ANI S xw N, 41RI, "Q" at 1,u j 42.3j/ wPo P-102 1LMS �P I ( .'ZD U, .N"W,an, PLUMBING SECOND FLOOR PLAN 100%Construction Set-2/17/17 TovmHousEs NKH AMER ROCKRCH IDENCES &ETAILTON5---------— - - STON ST 8 13 DHUE ST,LEM,MAROPERTIES,LLCc"1ry z*D A L DESIGN INC.'� IIII/ 1/rcwr) )I LS x `0GCE iPAJ�TRD GCIE D MR OX sir CW O — - -- 1 - iF ^� vz'CW Da0P L ---- —l'Ill ;tea�XIR) KHALSA .W 1l� - �I 1T IVALOO STREET SLI lr 1 �FaEPSOMERVILLE MA 02143 'L RONE 617-1—FAA 617 OP CONSNLTANTS: 1/z'EW Ox. 9E4w 1/E'CW UP v �IJL'' 1/]'Cw Ox, xV®�w mm Im---------------- ------ - -T �1 II I I i TYPICAL TOWNHOUSE UNIT-I&6' PLAN (SECOND FLOOR) TYPICAL TOWNHOUSE UNIT-1&6' PLAN(THIRD FLOOR) kale:�/�n-0 ktl��/�•t-0 I I I EGISTRATION SE 3/ m DROP O.'EDD,I')RE�NNECTED AFTER PER I'I SW R.w L-RRDFPVP arxx. _ —_.----------- P PIPE TO CO, I � i I, I ffiIWC I p /z'w Daov n D EPERix Wk wh PREI coxDL ss1.1Xucoeew n c n1arz.2=RrSEE ucPKreEwP THI TO � —1. wr CT ti to REVISIONS AccLssL) sy D�vav[PS11OI PAR � O as . °vix°s" Ep l i1/i2i'ccww DoRPO cwsrcx DPPErR CE L°G2w�EmILSJ I i aW' " (/ AT D� aK 1.GR Da / xRII J_ I, I ill R — I L— IX SLK w.TER WT11Ow PRO, SY PLDEW.ER PDA �.» AV) ' - OR, DR.DN l6P o..A 1/3"F 01.C 1 TH UNIT972"L LEVEL1(2027 TOTAL (s/.c.DRP LEVELtzn Sl (ra CFHLEVEL Imo- Ili j PLUMBING .L- TOWNHOUSE UNIT PLANS ) I TYPICAL TOWNHOUSE UNIT"1&6" PLAN (GARAGE LEVEL) TYPICAL TOWNHOUSE UNIT '1&6" PLAN (FIRST FLOOR) RIVER ROCK RESIOENCE58 100% Construction Set-2/17/17 RErAIL MARCHITE�T ME R ROCK DENCES & I � ETAIL � TREATON TON ST&13 RAPEESS � ,� DHUE ST, I!, LEM,MA OPERTIES, ,z �x LLC °cpm WIN IIr 1'-5 i 4 � DESIGN INC.�N, ICJ!I/,:"'0Ps'a� INw� � sI � -_ I - AM r opo a — — �IARE NoP KHALSA „rz-x sP ArzNox .T nIVALOOSTNEET SUIT 440 �,1 / SOMERVILLE,MA 421w0 CONSULTANTS P��'P—�1TUA,LJ _I arum r.•.e TH - v III L_�'i "—•I=J / "-�n�u"�r� n.r.� 'VNI N 950 cw pROP - uxux lP_Tn _ ♦ _ •� tlfaw— I I� I I I I I TYPICAL TOWNHOUSE UNIT"2,3,4&5 PLAN (SECOND FLOOR) TYPICAL TOWNHOUSE UNIT"2,3,4&5 PLAN (THIRD FLOOR) RAIN 1/4,b' sNn V!-!_�• I I �= s EGISRAIOA awIMEM(i�yy vm !I I� .. ! `xN.Pmui TIEnfunEx. S xPzazOw�4xux 0"YOw� ! vs II I rc=acE e-AE% cw l4 ia MANOR° "tloxLEz a FOR ,,m.11M P�P�xO UNDIDE TN -i I` S9KE U. UNIT HB4 15401 IN xd1E0 mpa iv�ro.. nccE15 PNIEL Yn O O11 c NNNE TC ! z'oHx Lxo oMR 1 qu crwem CO DETIO,NSAT Pwuexo ( ,/ _ua IssiEX) ) w R ��➢N / 'ss Rh]P '`�'w 5 CONDENSATE ' — y RENSIONS RM UP EA.UP R CWN PJNESIC ]/1' uP T x^ oveq,-n w. 519NNPf .... III x Eu xvTe1 a/. u cx ! I`—� /z-xw oeon 1 2w1 P WATER TRAIN =s—1 r i acil NON'') DA NOP I7 s II �,� n ONI s/a'sIN ia wA.fa..IN =8 cw IT�xD PAN'TO Promos / BY w ueuG IDEM Tx nual ��-� �r oEA> z.e_.0=r cw s^x.,.• 1a UI ll� Y Vrz'c.(n.IS) THUNIT 400 1 Ue51 SF TOTAL 6G„NNP LEVEL 1.zaT III cws"RZEPucp PLUMBING I I ------ -- - I TOWNHOUSE i - UNIT PLANS I IN al i i iil�e i TYPICAL TOWNHOUSE UNIT"2,3,4&5 PLAN (GARAGE LEVEL) TYPICAL TOWNHOUSE UNIT"2.3.4&5 PLAN(FIRST FLOOR) All,I/4'•E-1 ME..IK., W VER ROCK RESIDErvCES 6 100% Construction Set-2/17/17 RETAIL PR0.IECTNAME RIVER ROCK RESIDENCES- TOWNHOUSES PROJECTAODNESS ' 72-82 BOSTON ST, SALEM,MA CLIENT LAR PROPERTIES, LLC FIRE PROTECTION LEGEND ARCHITECT KHALSA DESIGN INC. SPRINKLER HEADS PIPES (GENERAL NOTESSYMBOL EMS. AIGRIMPLEDS 5 I G Q 2 sasnox _ 4zrs E RmMPwc ALL B FOR AND mreUS O NECESSARY To INSTALL ALL SEEN LED nXU Ln OX A. COMPLETE AND READY SHE EIRE PROTECTION sKiEu FOR C°NPXUOUS WfRAnOX. P MOLWALL SPRINKLER LEE L. Nc°Ow u EpUFAINT AND uAlIALLl NPIRCHUS UNDER ME ROD"REPTION SUR-CONTRACT.LARGE AND PERFORMED HEREIN COMPLETE ATUDUMANCE MM THE MASSACHUSETTS STATE DRY 2Slw pa ALL BEI [Ou I,DEC DRY EXTENDED COMRADE SIUMALL SPRINKLER I CARE OR EX°OT PIPE REOILATOXSBLEGING ONAND RECUREMENLSONWKRNIXGE CULL xWOR EIRE PR°1[[n0u ASSOCIATION ANDY INSURANCE ANY CDx¢µLD SPRIxKLLOLSON 11 El IXKLER ELBDM DGvm ONISER J EANY DSPECFICATONS INCLUDES ALL FEES OR EXF N CT INCURRED ACCO L SH.LL BE DBluXED.S PAR,DE K H ALSA -D DRY ILIS IFINSFY AND AS" F ARCHDALE.SHALL IN UPRIC ON SPRLNO pR T UNDERGROUND USE YRu.¢FIRMS ME SPRINKLER CONTRACTOR SHALL PREPARE MMKINC.1IN Or THE SPRINKLERS MORE AND OBTAIN 17 IVALOO STREET SUITE OLD] APPROVAL$POM THE MOTOR FIRE DEPARTMENT PRIOR TO INSTALLATION. SOMERVILLE,MA 03143 OR DRY UPRIGHT SPRINKLER —D— D DRSMIRK"READA POSTED OF SPRINKLER MAPS,BRANCHES AMID LEADS§HALL BE THOROUGHLY ISCRE AGED MIK TNT TELPHYMENG en.rP,arL AS RUSH- SEMH RECESSED SPRINKLER DR SPRINKLER GRUX LHON LEAVES AND BUILDING STRUCHERE PRIOR TO SJBu4SIUN UE CdNpNKSO SHOP HEARINGS. CONSOLTAHTS7 PAY ALL FEES : COME—RECPsssD SPRINKLER —m m PL.PIPING REACDMADDxs. SLED MLH ECL FIRE Pa°RCTEUIN AND FISP ALARM DEACTIVATIONS AND CRY I ODI I'll* SPRINKLERS EARNED TO REMAIN(VARIOUS TYPES) REsm MANDISSE 5 ED MIT HE THE PRIOR TO THE sMKI EE BORE. VAFOR L STAMPED AND SIGNED SPRINKLER PAGRICATIDN DRAMNGS ,�,�„gym ::,h.N...,. •llgEl�f NO DRILLED Lo BE REMOTER DARIOUs 1rvEg AS SPRINKLER PIPING HE THE REACH DGAANNGI NOCATE SPERSHITAR IN TIDAL PAVEMENTS ADD ME LOCI MEET A On AREAS ONLY SPRINKLER CONTRACTOR SNALL PROBES SUCH DERAPARICS INDICALON ALL —RC— NC FIRE DEPARTMENT CONNECTION PIPING REWIRED SEMESTER IN ACCORDANCE MM ELEA RECUIREMEDD AMD DESIGN CRITERIA PRONGED10,ALL DRY SPRINKLERS ATTACHED TO A AM SPRINKLER SYSTEM TO BE CONNECTED . EMEND TO BE MED(PIPING) BULL AS HAVING A MINIMUM 10OF DRY BARREL IN THE CDNONIWSD GRACE. N..METAL LEE AS 11 VA 5 k A E-CHYDRANT ROW RST DATA. L aC'/1018[[ rzI MAN 9R RERWALRPRESSURE 70 PSI ME RECOADIS FIRE°PARGAINI Ix LE,CMNECnM 3 FAMINA III R j PITCH PRESSURE 11 PIApu LOS 6.EL OW WHEEDLED OR VA - (P� DCBLE CHECK VALVE ASSEMBLY xls TO SCAT[ ELON O S°14 EWA FLOOR CONTROL VALVE ASSEMBLY O Au,C NODE POINTS(STRNKLER) ADM SPI SOLVE W/,AMIM sMmH HYDRAULIC NODI POINTS(PIPING) ® WM NOT CUE HALVE O DPM DRY PIPE SALA - - CHECK MALME P PROCESSORS GAUGE REDISTRIBUTION e ITS 10.SPEECH ® Ps pESSURE SMTtx ILLEFUND LIFE.11 GE CALL HALVE "IROOFMERANT I� 9 IR CONNECT TO E,ISnNG Lp TDM FIRE DEPARTMENT SALVE ® Ov MIT NESIATED VALVE Al BALL DRIP Ism n(vrzD1 NTS REVLSIOnS M,rcnWMI FIRE PROTECTION LEGEND& ENERAL NOTE FP-000 RIVER ROCK RESIDENCES- 100%Construction Set-2/17/17 TERR DSEE PROJECT MASS RIVER ROCK RESIDENCES- TOWNHOUSES PROJECTAOORESS 72-82 BOSTON ST, SALEK MA CLIENT LAR PROPERTIES, LLC ARCHITECT KHALSA DESIGN INC. O 2 HAN F 3 fvN[ssuR[uuCE(rvv.l �BAX(ERTHE)ww/,AYP� _-.DrREEN KHALSA BOB EST OFFSET — ALAGIA RISER RISER CHECK NALK 171VALOO STREET SUITE ALU HANSOM ARCANE, SOMERVILLE,MA 04143 PiaCLINs u.w SPRINKLER A �,Pvx BRANDirrmarR.s.raoramz rA.e.i«T CHRU e CONSVLTAMTS: € e Fg T wCH Axa EXPIRED J T/r AND I +:.I+:I�a"r_`-•SL '°•'""•°"'° ENLY VALV RDD sGHmu,( �e.xoER swDcx`w/ HANGER PRE DUE VU DUE UP UNTi0O J9 NAL J ;4-!- p THE O�SSrEu SUPPLY DL 1. T LREN FAR FOiERIONSGE"BUDIORR FIRE PROTECTED SYSTEMS ;. HATER.WI GE IN `DUeEtE STAN oDu3 DcuV.A.w3 MOWED UP�CRTKUL ITEREM1.1 OR APPROVED I— RISER cLEVs-s.N3 FUNDED ROD INSAH..T"H DETAIL R SCHEDULE mx NLw Daae REDLY ASSEMBLY oALVE �TO SsrEM 'BENGALINOT TO SCALE P54 EGISTRAnaN LA OUR THAN FILE PRE PROTECTION MATER OR BECAME PRE EXPR NI GOD SECTION EGA' W[OUPRETSSDR� - TER lum_1TEII NSA DUCERED GRADE ^ ,-VE` .1 ACCELERATED 5 MINIMUM COVER E D ✓J ASpnOxFO EOXCflFOR FEE ONDS DO nN L!rFAD'�`FLlGlG OF x N re� STANPLEELYREQUIREED MERGE LT \ AR CALF, PRESSURE - _PRETARLD PRE CARE ALL AN 81 DSYSE RUN.1 'n a'RAM'MettVTHRIS iLEXIBL nv�11 UGNM` o �-CRY TAKEN IN RE 1lrzvTOVAR DY.IN Nvnt� �PREssuR(rxncx sE D ns USEDOUPA 1 N n,Exus3 ��e SARE FNOR UPRSE RMCE ITR INN)LARCERP iNA 0.EV151pN5 BUTTERFLY VALVE FILE HECTION wXTERx w-r un nTKUPER RWIICH Swx ENTRANCE POLI YCPM 9.J.1.CPA-1], ME FUND TABLE Is NR,O �CDC, FISH AREA ARAIR CAL BELL ENDS •SWARECO ICURP n ex PREFERRED —SHELTER SUPPty NPi FREE r CM[REiE.eC xOMKR AT CONTRACTOR'A OPIIW, 0 STEP ARBOU�IA NEO NC MEAL INC.REGIONAL 1.xDEi FIE ROSS IN LIN PflEP qry PYPx..LSSEU1 T E PDT TO SEARLE h NET C SCALE I FIRE PROTECTION DETAILS • FP-001 RIVER ROCK RESIDENCES • 100%Construction Set-2/17/17 TowNHouses PRQIECI NAME RIVER ROCK RESIDENCES• TOWNHOUSES PROJECT ADDRESS 72-82 BOSTON ST, rotlnoE LIED LOU TRACING ��=l, 'N,oL°s A11-ETl INCHL SALEM,MA Y 7 T A10 CO R.LCK �x uu,wx. CLIENT r L ACT SPEAKER ESEE vurE wSSErDLv LAR PROPERTIES, _ TEs./CAAN crc LLC CHILE HE SPUD CNITECT I I I I I J I I � m am cRwE xL R x Ecn°x KHALSA DESIGN INC. ElEnvc NLu M Q_ Nu oEv r I I INA XP � II ij II irj T �Tjl j ill , it NOTES ,. THIS FLOOR SHALL BE FULLY SPRINKLERED BASEo oN {' C: II III V.. J-L •I\ UORTECULY MALKLED OouRl[ceEcx 2 NEPA la-zU13 cRITEreIA SPRINKLER CONTRACTOR A DEVELOP COMPLETE r SPRINKLER UNYOIII PER FPA 13-2013 . SCAUGE K H A LSA 3, SPRINKLERS IN DWELLING UNITS SHALL BE RESIDENTIAL m E� �{ MET 1PRI1KLEF RGER UP.TTIGL FOR CONCEALED PENDANT TYPE. SPRINKLERS OIRSIDE 171VALOO STREET SUITE PCO F COMMON ARDS SHALI KE Y IN GARAGED QUISHALL EHHOIL6RVILLE.RISE M143 617 IN ILEI RESPONSE TYPE. SPRINKLERS IN GARAGE SHALL BE xee,xsa,amz _.___ _ ____ _ COM - ______ ______ ______ UPRIGHT QUICK RESPONSE TYPE, 0. DRY SPRINKLER BARRELS SHALL EXTEND A MINIMUM OF CONSULTANTS: 6" INTO CONDITIONED SPACE. I I I I I I I Imtrp�';m I i I I i I I I I I I I C-1) L L) riT EGIRSTRAn°N I I I I I I i I I I i _ -- -- —— — —--- — — — — —— PER— „0a ii m i �,." gli REVISICNS r P✓II^Je4KC LtG 11555...JJJIII 3 T �. en SPRINKLER RISER UP TYPICµFOR S T P ( �� "JJ L- 4 I sPUALX SAER°x TYPcu mR e 4 1£Fe, o. fi� I'I 11 cis: I•-� --_- _ - --- 1. THIS FLOOR SHALL BE FULLY SPRINKLERED BASED ON 1 % NWA 13-2013 CRITERIA _ I X11 2 SPRINKLER CONTRACTOR IS t0 DEVELOP COMPLETE SPRINKLER LAYOUT PER NFPA 13-2013 3. SPRINKLERS IN DWELLING UNITS SHALL BE RESIDENTIAL I CONCEALED PENDANT TYPE. SPRINKLERS OUTSIDE FIRE COMMON AREAS SHALL BE SEMI-RECESED QUICK /�'l i >, RESPONSE TYPE. [TOWNHOUSE ROTECTION 6 C' LR) n (D ('J 6 4_ DRY SPRINKLER BARRELS SHALL EXTEND A MINIMUM OF 6' INTO CONDITIONED SPACE, FLOOR PLAN FP-100 RIVER ROCNRESIOENCE$- • 100%Construction Set-2/17/17 PROTECT NAME RIVER ROCK RESIDENCES- TOWNHOUSES PROJECT ADDRESS 72-82 BOSTON ST, G') C� SALEM,MA T rex im MSLR uRIF Ti ISI �. ERI RR5[R W CLIENT Wfl SP w OR AM Rv 11s uvNDx wn;'11 R, R sER Ev 1ryP. ) LAR PROPERTIES, — — -- - LLC ARCHITECT ® a LT } NOTES. KHALSA DESIGN INC. FAI r < FRKLER r R � DN I RD TOOK w.ER I. THIS FLOOR SHALL BE FULLY SPRINKLERED BASED ON m r - ^ r NFPA 1LER CO TRACTOR �I nF Q 1 ' J K "J 1 /� ( Q I� ERIA 2. SPRINKLER CONTRACTOR IS TO DEVELOP COMPLETE O �`� `h �� _ _-� SPRINKLER LAYOUT PER NEPA 13-2013 6 'i _ �I S 3. SPRINKLERS IN DWELLING UNITS SHALL BE RESIDENTIAL itiCONCEALED PENDANT TPE. -- - - - - - ——---—-(_� R 51J I DRY SPRINKLER BARRELS SX EXTEND A MINIMUM OF '" i -'- 6" INTO CONDITIONED SPACE LL II KHALSA :, ti SOMERWOOD ILLEEM 0214UITE 414 SOMERVIL1 OUR FAA ADR14] TIFFIFFIRONE ___ CONSULTANTS ' II 1I� I I I I G Ai `i 0i G C) ECISTIUTION i i i I i I _ TP. ve-rte Z. 1 I \,�I I REmslorvs IFIRANER PPB OR",) + � � I F jive.TFoe u1 ExSO FOR SPRRRLEe PPxc R IIJ.. --'.,� a: ..., �. ate.. F FAT — JE 11L AA NOTES, 1. THIS FLOOR SHALL BE FULLY SPRINKLERED BASED ON NEPA 13-2D13 CRITERIA - rl 1 2. SPRINKLER CONTRACTOR TO DEVELOP COMPLETE SPRINKLER LAYOUT YOVi PER HR FPA 13-2013 j 3. SPRLERS IN DWELLING UNITS SHALL BE RESIDENTIAL NN SIDFIREEWALL TYPE. C1 It 4. DRY SPRINKLER BARRELS SHALL EXTEND A MINIMUM OF PROTECTION 6- INTO CONDITIONED SPACE. TOWNHOUSE FLOOR PLAN FP-101 RIVER ROCK RESIOENCEs 100%Construction Set-2/17/17 rom+XousEs FGENTAT WID1 E WERE GE -A GVYW...A 0.1. ND PROJECT NAME • TTNBEYE INS IASU,tm NGL, S--I A NEW.AEELEGALITY NXA,NDCEONIET RIVER ROCK (C)RAW REARS Wim RRE � NEW NAT NE MENtm vOgE DOLE AT SWITCH HCLH' MEREARER JI mT OF OF HE NW TALE MOUNTED rpm 0ALX RESIDENCES- O m EM LCAND BEVERLY m�E�A�AIMED BY SmHAT, TOWNHOUSES OXIME/PROS XEpnRO�WRR A xY NEM EIE uS, O wl[RCON ExrM NLR SlA,iox PRGIECT Ao°aEss E®L IRSOBIpe Ed INTERCOM rzx.w STATIN &IA LCT 72-82 BOSTON ST, SALEM,MA oNta G.mrcx TIKT .1.mElww wuNE ABBREVIATIONS xuB9OL IK9VIw 1RRRv DESCRIPTION CLIENT R MP YmI N1ePEEEu�NmwTmB CnI M rem s�R +v Access Pmw LAR PROPERTIES, _ AERATE,ROIRO.�u IxswN. TAE AmMT FNisxm WAGE LLC ONCEIs&HG v-PERE c III WAIT MMORED AR`[ TH.9&lL'EVOICnALL M6°IN, GIB G.UUA`B - XY INSM,NP EXPE UERx APUD XEBME FACEPLATESE[YCn YLR[.NORMAL MCHITECT NI Ire w ST IxvO..RFE OF cL SERVES LCONDIN E KHALSA DESIGN INC. - • EC ELECTORAL SUB-CONIMCLOR :••••••••••• O.ARE LE - - CUP EXTERIOR aCEPEKIC O O N=1NIII ( 5. GC LEUEMITRA[100. L II (MOF 3) Hi HENIHT O XF1 TYPICAL UNIT STRUCTURED WIRING TAN LEGAL ARTS,DEFENSE v SNE NONE MIN MALAGA MAY Mpuwm I-WRt,ANCLI.INN[ ppuBEE LANE APPELLEEPHONE FUJI GUNNEL R x,,A INDIRECT IWBJaAEG ,„E„„IN REAR IN ELI oL IN Cm,ELSAW K H A L S A LB TELECOMMUSaCXUxS GROUNDING BLOW HUARLLC PHWCWLL Q TML. IUMMMUNIC90NS NSW LROU"ME RUSSIA iT IVTLOO STREET$LATE 000 DELIEVERMIFIANONCE ROcx SOMERVILLE, 11 PASCAL SExon5zNEYEA.XIsIa . CO NSFULTANTS: .w AGING w&CNet E NP PEATHER-P�a Wwm r3; COMMUNICATIDNS NOTESI STAN RD OUTLET BOXES IONSTAT.1 PULL CLAUDE TO BE WAVE C. Rsrzm 0"LEI AS THE qu BY THE EC.BOXES 3. AIL"F TO'COMMUT INSTALLED FATIONS wM'TO BL iMInLLEO AILELECTRICAL SUB-CONTRATOR MSWE H.G Al AREANCLITS S:LSS.LL 18-YT UNLESS GETS OTHERWISE . O J. 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