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BP-89649i 0 t r u. . I 5 , .. I; �, l ,: F - '. .r .i - r. _ t y: .' : , I- 0 1 A-1 a ... I ..�. e r �,7tOxfvrd � r c ; 4' RnersfCe " Ct(, f4 p l""-" '3titi '' N�C� - c a ,," i ' East faint +rent ItV/tvi ew Park `, = z�u�� t fi qq'v t# no r "� ? � Ar" _ � r ,�# Dartmouth ,$ �� to , sh I �, "?4 9 �. dills "epd N r B-d ' I - ' �� Ite�p0-;' '-airhaver ;JI-'.�� I�� £{_ s �� E �, s r ,k . i- ,35585 t2SiJC9t - _, ?,�� .y 9 6 i * < Dart r , '-" 1„ K Nara *4 r , outh . �- 5t :_ . , o �e . "' 'I II.1-,! AT a r ;-:'w ,'* `��,,, , �l''l .. ',;;; f "3rlohn's Rurnt'I � , " , , _'_1 % � - , , I . � It '-� : o w � I � �. ,,, `�ilitwarts Beach I... � s temerery CanMer,® a lr�$ x a 'Qo- r ; se _ , 'I H J 3 + ;co c "�yX' 've , j1`} y);I'lliE"T �S SS I� Corner. -- 6 �' �,» `, ,r N' w ' s , .- 9. �V' , '! ''Shell Beath r 'I, , s °` s. I 1. , ,_ I _. ' . l�iyft €riizts Clarks Cove uh Drtm ut,: p . " , , F ;. tt r �e arise 4ttigiits I, - s S -�:• t n I -Icn _ '- f^= ` West island :'. _ r . ': b LL- - Fr y.,r A- Z i E .� i -*x 25 '',zr' '' t _ y., .' � ; :_` s fi. s - ': i { C g s. t n k ', z _may. - YfF r �` f'£�Lt�f - S:'v - s ,_. ;, G if m a ,.. �e' "� .., I, Rom - , '� ¢ .'.. . ..: :a. h yp . r LOCUS MAP ARCHF Boston: 555 East 2nd Street, 02127 T/F : 800.265.3884 Providence: 460 Harris Ave #304, 02909 www.stackac.com CLIENTS: MICHAELAND MARTHA KEATING 288 SMITH NECK ROAD SOUTH DARTMOUTH, MA 02748 I 1.;: 1g ;. - .�.. �� } - - 1 cHn !K - N �, 1' k .A - , 'A ts. N v k , ,' � ."',_ '11,,. �" .. ,. - '�"' "' '' r -- I � . - "'" � �' �' ' a I " "I " H �- .: -„� j ,, "� $'- , _ - fi - dkL'�'- 9 k Ye 'i' i}Y d S } ,, { _ _ i ,_'{, - . jYe d. ,.t *e F - "xe T{ x. .. w- _ t-,. - y''' F.riA o-r- - '- ", >, S 11' z: a �, e a < A t'.8 S '.e t Y fy �~ II _ II,I - - �." 1 i 2 - ., t 4 - , - i 43 .S 9 ,.. Sfr'.'- .d MECHANICAL, ELECTRICAL AND PLUMBING LANDSCAPE DESIGN: - ENGINEERING: URBAN HORTICULTURE DESIGN TE2 ENGINEERING, LLC. PO BOX 230255 372 UNIVERSITYAVE BOSTON, MA02123 WESTWOOD, MA 02090 P: (617) 785-8396 P: (781) 334-8323 SHEET LIST SHEET NO. I SHEET NAME A0.0 COVER A0.1 ENGINEERED SURVEY A0.2 ARCHITECTURAL SITE PLAN A0.3 PROJECT SUMMARY A0.4 GENERAL CONDITIONS A1.0 LEVEL 1 DEMO PLAN A1.2 LEVEL 2 DEMO PLAN A1.4 ROOF DEMO PLAN A2.0 BASEMENT PLAN A2.1 LEVEL 1 FLOOR PLAN A2.2 LEVEL 2 FLOOR PLAN A2.3 ROOF PLAN A2.5 LEVEL FULL BATH A3.0 LEVEL 1 FINISH PLAN A3.1 LEVEL FINISH PLAN A5.0 EXTERIOR ELEVATIONS A7.0 ENVELOPE SECTIONS A7.2 DETAILED WALL SECTIONS A8.3 CASEWORK DETAILS - STAIRS A8.4 CASEWORK DETAILS A9.0 DOOR+ WINDOW SCHEDULES M0.0 MECHANICAL LEGEND AND CONTROL LOGIC M1.0 BASEMENT ZONE PLAN M1.1 FIRST FLOOR ZONE PLAN M1.2 SECOND FLOOR ZONE PLAN M2.0 BASEMENT HVAC LAYOUT M2.1 FIRST FLOOR HVAC LAYOUT M2.2 SECOND FLOOR HVAC LAYOUT M3.0 C9NCEPTUALSCHEMATIC M4.0 MECHANICAL SCHEDULE STAMP: PROJECT NUMBER: 17029 ISSUE DATE: 08/07/18 .��AED ARC Q�P��l" ry'T% DRAWN BY: TZ/AWK < o � Z N No. 50005 APPROVED BY: AWK/CT jr BOSTON w 9 MAJai oy�Fq` OF " Q� REV# DATE DESCRIPTION PROJECT INFORMATION: ZONING DISTRICT SINGLE RESIDENCE - B PROPERTY ID: MAP 15 - LOT 18 SQUARE FOOTAGE: 2700 SF LOT SIZE: 42,874 SF COVERAGE (ALLOW./EX./PROPOSED): 21,437 SF / 2,823 SF / 2,923 SF PERMITTED UNDER 2015 IRC W/MAAMENDMENTS (INCLUDING MA STRETCH ENERGY CODE / IECC 2015) ISSUED FOR: PERMIT/CONSTRUCTION ISSUE DATE: 08/07/2018 SEPTIC NOTE: THIS PROJECT REDUCES NUMBER OF BEDROOMS BY 1. EXTERIOR ALTERATION FACADE DIRECTION TOTAL AREA (SF) ALTERED AREA (SF) ALTERED AREA (%) NORTH 919.97 72.27 7.86% EAST 876.11 11.72 1.34% SOUTH 833.38 157.59 18.91% WEST 861.57 17.86 2.07% -1 SUMMARY OF ALTERNATES ALT 1 (DEDUCT) - LEAVE EXISTING WOOD FLOOR TO SERVE AS SUBFLOOR FOR NEW WIDE PLANKWOOD FLOOR ALT2 (DEDUCT) - DELETE ALL ADDITIONS TO HYDRONIC HEATING SYSTEM FROM THE PROJECT; CUTAND CAP ALL EXISTING RADIATORS; DISCONNECT RADIANT FLOOR SYSTEM IN KITCHEN +SUNROOM, LEAVING COMPONENTS IN PLACE; RELOCATE DISCONNECTED RADIATORS TO BASEMENT FOR STORAGE; ELIMINATE UNDERGROUND PROPANE TANKAND NEW BOILER ALT3 ADD - INCLUDE ELECTRIC RESISTANCE HEATING ELEMENTTO MAINTAIN 55 DEGREE TEMPERATURE IN BASEMENT AL 4 ADD - UPGRADE ELECTRICAL PANEL IN BASEMENT ALTS ADD - RE -PAINT THE WALLS AND SLAB IN THE EXISTING BASEMENT (EXCLUDING THE CRAWL SPACE) ALT 6 ADD - CONDITION 2ND FLOOR FULL BATHROOM BYTAPPING INTO SUPPLY TRUNK OF EX. ATTIC AHU THROUGH CEILING ALT 7 ADD - RELOCATE BULKHEAD TO NORTH SIDE OF HOUSE ALT8 ADD - NEW DIPPED WHITE CEDAR SHINGLE ROOF- ENTIRE HOUSE ALT9 ADD - RE -SHINGLE ENTIRE HOUSE W/ DIPPED WHITE CEDAR SHINGLES ALT 10 (ADD) - REMOVE AND REINSTALL SLOPED AREA OF 2ND FLOOR CEILING BELOW ATTIC FLOOR LEVEL IF REQUIRED FOR INSTALLATION OF CLOSED CELL SPRAY FOAM INSULATION ALT 11 A DD-PR PROVIDE E HEAT PUMP HOT 0 WATER TANK TO BE EVALUATED ( � IF ALTERNATE 2 IS ACCEPTED ALT12 (ADD,)- ALL PG COMPONENTS @SECOND LEVEL FRETWORK BALUSTRADE MAHOGANY ILO CEDAR ALT 13 ADD) - ALTERNATE STAIR CASEWORK WITH SERVING AREA. PERMIT+CONSTRUCTION SET COVER �qb'�q N/F THOMAS L. & SUSAN L. KIRBY 264 SMITH NECK RD MAP15-LOT14 N 84°5-9 x 63.1 / x61.1 n64.3 ARBOR yx 63.3 x 64.7 f W N .2 f1; f h ) / r / �6 x 65.6 U / \ J / / I lco co x 62.7 j�I` \ I 65.7 / l\ - a�°�2'00" W 199.6- 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAEL AND MARTHA KEATING N/F EDGAR C. EARLE III & BRIDGET T. EARLE 294 SMITH NECK RD MAP 15 - LOT 20 S 0301932" E N 03"1932" W 0.74' 1.51' N 86°40'28" E Fay 25.00' 66.6 DECK 77// / 66.0/ x 68.2 f I f 1 69 / x 67.5 / f / SHED (co / f J ( 68.4 E+ / I f/SHEDJ { / 68.3 x 68.5 1 x ( / 65.8 1 / - f / f 1 66 7 ) GARAGE v; f1 67.5 N 0 / SHED ° ( ` o l 67.3 N/F KENT S. LENCI Alz 282 SMITH NECK RD MAP 15-LOT 17 69, 3 CK Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 70.9) x 70.6 8405__5'1,,8" E��64.00' 1 t x 70.7 l x 70.7 � 70.8 - - _ `'/- #288 1 2 STORY _ VFRi WOOD -FRAMED 1 707 DWELLING ` / 72. FND.= 72.0 71.371 x 70.7 .P .Q. x 70.3 / m fx 71.0 N / O x 70.8 I/ LANDSCAPEDAREA S 89°22'18" W 143.47' 70.7 71.0 ) � 1ti um irm ffl \ f � 71.0 1 f -o C n 71.9 0 72.0 x 72.2 SITE BENCHMARK: SPIKE IN POLE #394/135 ELEV.=72.38 NAVD'88 CURRENT OWNER MICHAEL &MARTHA KEATING 288 SMITH NECK ROAD DARTMOUTH, MA 0274$ ASSESSORS' REFERENCE MAP15-LOT18 DEED REFERENCE BK. 9537 - PG. 316 PLAN REFERENCE PB. 107 - PG. 61 �CIO A VERTICAL DATUM SHOWN NAVD88 - MA MAINLAND TOWN OF DARTMOUTH ZONING DESIGNATION SINGLE RESIDENCE - B FEMA FLOODZONE DESIGNATION ZONE X -AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. MAP NUMBER 25005-C-0478F EFFECTIVE DATE: 7/7/2009 DRAWING TITLE PLAN OF EXISTING CONDITIONS SCALE: 1"=20' DATE: JUNE 27, 2017 PROJECT 288 SMITH NECK ROAD DARTMOUTH, MASSACHUSETTS DRAWN BY: .BNP CLIENT MICHAEL &MARTHA KEATING DARTMOUTH, MASSACHUSETTS DESIGNED BY: RJR • CML ENGINEERING P.O. BOX 1088 • LAND SURVEYING 3508EDFORD S7: ,LAKEVILLE, MA 02347 • ENVIRONMENTAL ASSESSMENT PRIME ENGINEERING 7EL• soe•s47oOso S08. CHECKED BY: RJR SHEET No. 1 OF 7 1 7/13/17 ADDITION OF LOT AREA AND ZONING SETBACKS BNP BNP APPROVED BY: PROJECT NO. REV DATE DESCRIPTION I BY IIIFAX.' APP. T/F : 800.265.3884 www.stackac.com STAM P /ti?,ED ARI,h'i L TGl t� No_ 50006 Z � BOSSON y MA �y aye• �� P of ti PROJECT ISSUE DRAWN APPROVED SCALE REV # DATEN IL 17029 PERMIT +CONSTRUCTION SET 08/07/18 BNP ENGINEERED SURREY RJR AS INDICATED DESCRIPTION ARCHITECTURAL SITE PLAN 1 /16" = 1'-0" RENOVATIONS TO 288 SMITH NECK ROAD 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAEL AND MARTHA KEATING Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 T/F : 800.265.3884 www.stackac.com AREA OF WORK -1 — — — — — — — — — — — — — — — — — — — AR�ti L c> 'i No. 50006 Z BOSTON u MA J O ^✓ PG� • PROJECT 17029 ISSUE 08/07/18 DRAWN TZ/AWK APPROVED AWK/CT SCALE 1/16" =1'-0" REV# DATE DESCRIPTION PERMIT +CONSTRUCTION SET ARCHITECTURAL SITE PLAN Au.2 3D OVERVIEW SW n 3D OVERVIEW NE PROJECT OUTLINE. DIV.02 SITE CONSTRUCTION 02410 DEMOLITION DEMOLITION OF WALLS, DOORS, FLOORS, WINDOWS DEMOLITION OF2ND FLOOR RADIATORS DEMOLITION OF BATHROOM FIXTURES DEMOLITION/RELOCATION OFSTONESTEPS 02450 FOUNDATION AND LOAD -BEARING ELEMENTS PATCHAND PARGE HOLE @ FOUNDATION DIV.04 MASONRY 04400 STO N E NEW HARDSCAPE PATIO DIV.05 METALS 05700 ORNAMENTAL METAL PTD STL HANDRAIL AT NEW STAIR DIV.06 WOOD AND PLASTICS 06100 ROUGH CARPENTRY FRAMING: - RAISED ROOFAT LITTLE HOUSE LITTLE HOUSE COLLONADE -NEW RE -BUILT DORMER - NEW STAIR, INTERIOR PARTITIONS EXTERIOR FINISH: - NEW CEDAR SHINGLEAT NEW/REBUILTAREAS (DORMER, ALL OFLITTLE HOUSE) - NEW PG CEDAR TRIMS MATCH EX. NEW INFILL WALLSAFTER DEMO OFWALLSAND WINDOWS RELOCATION OF WINDOWS 6200 FINISH CARPENTRY NEW ARCHI TECTURAL STAIR NEW COL UMNSAT FORMAL ENTRY 06400 ARC HITECTURAIL WO0DWORK NEW FRETWORK RAILING @ NEW MASTER BR DECK UNDERCUTTING/REINSTALLATION OF EX. BASEBOARD AND TRIM IN/INSTALLATION OFNEW SUBFLOORAND FLOOR NEW PLANK CEILING @ NEW MASTER BEDROOM DIV.07 THERMAL AND MOISTURE PROTECTION 07100 DAI,,1PROOFING AND WATERPROOFING POt YBARRIER @ BASEMENT AND CRAWL SPACE 07200 TH"r-RMAL PROTECTION BLOWN -IN CELLULOSE INSULATION @ EXTERIOR WALLS CLOSED CELL SPRAYFOAM @ FIRST FLOOR DECK CLOSED CELL SPRAYFOAM @ ROOFS WHERE INDICATED (PROVIDE THERMAL BARRIER WHERE REQ'D) 07300 SHINGLES, ROOF TILES, AND ROOF COVERINGS ASPHALT SHINGLE TO MATCH EX. AT NEW DORMER AND RAI ;ED LITTLE HOUSE ROOF ALTERNATE: NEW CEDAR SHINGLE ROOF ALTERNATE. RE -SHINGLE ENTIRE HOUSE DIV.08 DOORSANDWINDOWS 08200 WOOD DOORS NEW INTERIOR DOORS NEW PIVOT DOOR @ FORMAL ENTRY 08300 SPECIALTY DOORS NEW STILEAND RAIL FRONT ENTRY DOOR 08500 WINDOWS RESTOREAND REINSTALL WINDOW SASHES WHERE INDIC. NEW CUSTOM WOOD WINDOWS NEW STORM WINDOWSAT EX. RESTORED WINDOWS RENOVATIONS TO 288 SMITH NECK ROAD 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAEL AND MARTHA KEATING DIV.09 FINISH 09200 PLASTER AND GYPSUM BOARD NEW BLUEBOARDAND PLASTER WHERE INDIC. ALLOWANCE FOR MISC. PATCHING 09300 TILE NEW TILE @ UPSTAIRS BATHROOM NEW TILE @ MUDROOM CASE6%'OPK, ALTERNATE.NEW TILEATALT STAR DESIGN 09400 COUNTERTOPS NEW COUNTERTOP @ UPSTAIRS FULL BATHROOM NEW KOHLER VANITYTOP @ NEW ?.'ASTER BATH ALTERNATE. • BARTOP @ NEW STA.I4 CASEWORK 09600 FLOORING NEW WOOD FLOORING ON IST FLOOR NEW PLYWOOD SUBFLOOR ON 1-` FLOOR 09900 PAINTS AND COATINGS NEW PAINT THROUGHOUT HOUSE P.'CL BASEMENT FLOOR FINISH!NG EXTERIOR PAINTAT NEWAREAS 0'1L Y, EXTERIOR HANDRAIL AND HARDOOD DECK FP-7 SHING DIV.12 FURNISHINGS 12300 MANUFACTURED CASEWORK CASEWORK @ NEWARCHI TECTUR41STAIR CASEWORK @ NEW MUDROOM CASEWORK @ MASTER BEDROOM DIV.15 MECHANI 15400 PLUMBING BATHROOM FIXTURES @ FULL BATH NrW SINKAND VANITY@ MASTER E=THROOM N9V TOILETAT DOWNSTAIRS PO!"".:_R ROOM 15500 HVAC NEV✓RUNTAL WALL -PANEL RADIATORS 1`1511 PROPANE -FIRED BOILER AIL9V IN -CEILING CASSETTE HEATPU' IP @ SUNROOM Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 DIV.16 ELECTRICAL 16050 POWER REQUIREMENTS POWER TO ALL NEW MECH. EQUIP EXTEND/RELOCATE POWER TO LAUNDRY EQUIP NEW RECEPTACLES AS REQ'DAT REBUILT MASTER BEDROOM AND FULL BATH DORMER ALTERNATE.- UPGRADE ELEC SERVICE ALLOWANCE FOR (5) ADDITIONAL RECEPTACLES TBD LIGHTING MUD ROOM: - NEW SURFACE MOUNT CEILING FIXTURE - NEW UNDERCABINET LIGHTING DINING ROOM: - NEW PENDANT LIGHT (RELOC) -ALTERNATE.• LIGHTING @ SERVING AREA EXTERIOR: - (2) NEW UPLIGHTSAT RAISED ENTRYHARDSCAPE 2ND FLOOR FULL BATH: - NEW SURFACE MOUNT CEILING FIXTURE - NEW VANITYSCONCE - (2) NEW RC AT TUB/SHOWER - CEILING EF NEW MASTER BR: - (4) CLOSET LIGHTING INTEGRATED W/DOOR CONTACT - (6) PUCK LIGHTS @ SHIP MODEL DISPLAYY - (12) RECESSED CANS @ SLOPED CATHEDRAL CEILING STAMP PROJECT 17029 ISSUE 08/07/18 PERMIT + CONSTRUCTION SET Eo AR�yi DRAWN TZ/AWK TA C [I, L rG�FPROJECTS APPROVED AWK/CT U M M ARY ff% a c `7 No. 50006 �fn BOSTON l MA y SCALE tit OF REV# DATE DESCRIPTION T/F : 800.265.3884 www.stackac.com I I I AU03 o'. DIVISION 1. GENERAL REQUIREMENTS 1.01 THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE CONTRACT DOCUMENTS WITH EXISTING CONDITIONS AT JOB SITE. REPORT TO ARCHITECT AT ONCE ERRORS, DISCREPANCIES, PRODUCTS, SYSTEMS, PROCEDURES, AND CONSTRUCTION METHODS SHOWN OR SPECIFIED WHICH APPEAR INCORRECT, INADEQUATE, OBSOLETE, OR UNSUITABLE FOR ACTUAL FIELD CONDITIONS, OR WHICH CONTRACTOR WILL NOT WARRANT AS REQUIRED BY CONTRACT DOCUMENTS. DO NOT PROCEED WITH WORK IN AREAS WHERE ERRORS, DISCREPANCIES, INCONSISTENCIES, OR OMISSIONS ARE FOUND WITHOUT ARCHITECT'S INSTRUCTION. 1.02 BEFORE BEGINNING WORK AT THE SITE, INSPECT THE EXISTING BUILDING AND GROUNDS AND DETERMINE THE EXTENT OF EXISTING FINISHES, SPECIALTIES, CASEWORK, EQUIPMENT, AND OTHER ITEMS WHICH MUST BE REMOVED AND/OR REINSTALLED IN ORDER TO PROPERLY PERFORM THE WORK SPECIFIED UNDER THIS CONTRACT. 1.03 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, AND SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THIS PROJECT. 1.04 THE CONTRACTOR IS TO INSURE THAT ALL WORK COMPLIES WITH ALL APPLICABLE CODES AND IS PERFORMED FOLLOWING ALL STANDARDS, AND REQUIRED SAFETY REGULATIONS, INCLUDING OSHA REQUIREMENTS. 1.05 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS REQUIRED FOR CONSTRUCTION. 1.06 CONTRACTOR SHALLVFrRIFY ALL DIMENSIONS NOTED AND NOTIFY ARCHITECT OF DISCREPANCIES OR QUESTIONS BEFORE PROCEEDING WITH CONSTRUCTION. 1.07 THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK MUST BE ACCOMPLISH ED UNDER THIS CONTRACT. INCIDENTAL WORK MAY ALSO BE NECESSARY IN AREAS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING EXISTING STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, OR OTHER SYSTEMS. SUCH INCIDENTAL WORK IS ALSO A PART OFTHE CONTRACT REQUIREMENTS AND SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 1.08 TRADE, PRODUCT, OR MANUFACTURER'S NAMES OR CATALOG NUMBERS SHOWN ON THE DRAWINGS FOR NEW PRODUCTS ESTABLISH QUALITY REQUIRED, BOTH VISUALAND FUNCTIONAL. SUBSTITUTIONS FOR SPECIFIED MATERIALS MUST BE APPROVED IN ADVANCE BYARCHITECT, NON - APPROVED SUBSTITUTIONS WILL NOT BE ACCEPTED. 1.09 TRADE, PRODUCT, OR MANUFACTURER'S NAMES OR CATALOG NUMBERS, AND INDICATIONS OF PRODUCT TYPES SHOWN ON DRAWING FOR 6PECIFIEDAND/OR EXISTING PRODUCTS ARE BELIEVEDfQ BE ACCURATE. IFTHEYARE DISCOVERED TO BE INACCURATE, NOTIFY ARCHITECT IMMEDIATELY AND DO NOT PROCEED WITHOUT INSTRUCTIONS. 1.10 UNLESS SPECIFIED OTHERWISE IN THE FOLLOWING SPECIFICATION SECTIONS, WORK TO BE DONE BY THE GENERAL CONTRACTOR INCLUDES CUTTING, FITTING, AND PATCHING FOR EACH TRADE, INCLUDING CUTTING, FITTING, AND PATCHING TO ACCOMMODATE THE WORK OF OTHER TRADES, AND INCLUDES CUTTING, FITTING, AND PATCHING RELATED TO EXISTING CONSTRUCTION TO ACCOMMODATE NEW CONSTRUCTION. 111 WHERE CUTTING OF EXISTING SURFACES OR REMOVAL OF EXISTING FINISHES IS REQUIRED TO PERFORM THE WORK UNDER THIS CONTRACT, AND NEW FINISH IS NOT INDICATED, FILL RESULTING OPENING§ AND PATCH THE SURFACE AFTER DOING THE WORK AND FINISH TO MATCH ADJACENT EXISTING SURFACES. PATCHES AND REPAIRS SHALL EXACTLY MATCH EXISTING ADJACENT WORK IN ALL RESPECTS AND SHALL NOT BE OBVIOUS AS PATCHING. 1.12 WHERE CONDUITS, DUCTS, PIPES, AND SIMILAR ITEMS ARE SHOWN OR REQUIRED TO BE INSTALLED IN EXISTING WALLS OR PARTITIONS, NEATLY CHASE THE WALLS OR PARTITIONS, INSTALL THE ITEMS AND PATCH THE WALLS OR PARTITIONS TO MAKE THE INSTALLATION NOT DISCERNIBLE IN THE FINISHED WORK. 1.13 WHERE PERMANENT REMOVAL OF EXISTING MILLWORK, CASEWORK, CABINETWORK ACCESSORIES, EQUIPMENT OR FURNISHINGS IS REQUIRED TO PROPERLY COMPLETE THE WORK SPECIFIED AND PREVIOUSLY CONCEALED SURFACESARE TO REMAIN EXPOSED, PATCHAND FINISH SURFACES TO MATCH ADJACENT EXPOSED SURFACES. WHERE SUCH SURFACES ARE SCHEDULED TO RECEIVE NEW FINISHES, PREPARE THE SURFACES TO RECEIVE THE NEW FINISHES. 1.14 PROTECT EXISTING WORK TO REMAIN FROM DAMAGE. ANY WORK WHICH MUST BE REMOVED TO PERFORM THE WORK SHALL BE CAREFULLY REMOVED TO AVOID DAMAGE. REINSTALL REMOVED WOODWORK, OR IF DAMAGED, REPAIR OR REPLACE BEFORE REINSTALLATION. PRIME ALL BARE WOOD READY FOR FINISH PAINT BY OTHERS. 1.15 WHERE "MATCH EXISTING" IS INDICATED, NEW CONSTRUCTION OR FINISH, AS APPROPRIATE TO THE NOTE, SHALL MATCH EXISTING IN EVERY PARTICULAR, 1.16 WORK SHOWN IS NEW UNLESS SPECIFICALLY NOTED AS EXISTING. ALL MATERIALS USED ON THE PROJECT ARETO BE NEW AND UNUSED UNLESS SPECIFICALLY NOTED OTHERWISE. 1.17 GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WOOD BLOCKING AS REQUIRED TO SECURE FIRMLY ALL EQUIPMENT, MOLDINGS, COLUMNS, PILASTERS, SOFFITS, ETC. TO ADJOINING FLOORS, WALLS AND CEILINGS, WHETHER OR NOT SPECIFIC BLOCKING LAYOUTS ARE INDICATED ON DRAWINGS. INDIVIDUAL AREAS SHALL BE REVIEWED INFIELD WITH ARCHITECT. 1.18 WHERE APPLICABLE IN EXISTING ROOMS OR SPACES WHERE PARTITIONS ARE REMOVED, IT IS POSSIBLE THAT EXISTING FLOORS WILL NOT BE LEVELAND CONSISTENT IN ELEVATIONS. IF SUCH IS THE CASE, THE ARCHITECT SHALL BE NOTIFIED. IF APPLICABLE, AND IF DIRECTED BY THE ARCHITECT, THE CONTRACTOR WILL PRESENT A MEANS AND COST OF LEVELING AS A "CHANGE ORDER". THE COST OF SUCH A CHANGE ORDER IS TO BE PAID FOR BY THE OWNER. 1.19 DO NOT CUT STRUCTURAL MEMBERS UNTIL SPECIFICALLY APPROVED BYARCHITECT IN EACH CASE, AND, WHERE REQUIRED BY CODE, NOT UNTIL APPROVED BY APPROPRIATE GOVERNMENTAL AUTHORITIES. 1.20 DO NOT DRILL OR CUT EXISTING FLOOR OR ROOF JOISTS, BEAMS, COLUMNS OR OTHER STRUCTURAL ELEMENTS, UNLESS SPECIFICALLY INDICATED. DRILL SLABS ONLY WHERE APPROVED. CORE DRILL CIRCULAR OPENINGS THROUGH SLABS LINE DRILL FOR RECTANGULAR OPENINGS. MAKE OPENINGS OF PROPER SIZE FOR CONDUITS, DUCTS, PIPES, AND OTHER ITEMS PASSING THROUGH OPENINGS. DO NOT OVERSIZE OPENINGS. 1.21 THE DESIGN ASSUMES IDEAL CONDITIONS OF EXISTING STRUCTURE AND SOIL FOR ALL ATTACHMENTS, BEARING CONDITIONS, AND MOISTURE PROTECTION OF INTERIOR COMPONENTS. 1.22 THE DESIGN ASSUMES ADEQUATE SOIL BEARING AT 48" BELOW GRADE. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONFIRM THAT ADEQUATE SOIL BEARING CAPACITY EXISTS AT DEPTH OF EXCAVATIONS FOR NEW CONSTRUCTION SPECIFIED. 1.23 THESE DRAWINGSASSUME IDEAL CONDITIONS IN SOIL DIRECTLY BELOW AND ADJACENT TO EXISTING AND NEW CONSTRUCTION. IN THE EVENT CONDITIONS IN THE FIELD DIFFER FROM THESE ASSUMPTIONS AND DESIGN STATED HEREIN, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 1.24 DETERMINE LOCATION OF PARTITIONS NOT DIMENSIONED BYTHEIR RELATION TO COLUMN FACE OR CENTER, WINDOW JAMB OR MULLION, OR OTHER SIMILAR FIXED ITEMS. REFER TO DETAILS WHERE APPLICABLE. VERIFY WITH ARCHITECT BEFORE PROCEEDING WITH WORK. DO NOT SCALE DRAWINGS. 1.25 THE CONTRACTOR SHALL KEEP THE ENTIRE SITE CLEAN AND FREE OF DEBRIS THROUGHOUT ALL PHASES OFTHE CONSTRUCTION. 1.26 ALL SUBFLOORING SHALL BE SCRAPED CLEAN OF DEBRIS AND BROOM CLEANED PRIOR TO INSTALLATION OF FINISHED FLOORING. ALL EXISTING FLOORING EXPOSED TO CONSTRUCTION TRAFFIC SHALL BE ADEQUATELY PROTECTED DURING CONSTRUCTION. 1.27 ALL FINISHED FLOORING (NEW AND EXISTING WITHIN THE CONSTRUCTION ZONE) SHALL BE LEFT IN A CLEAN, USABLE, FINISHED CONDITION UPON COMPLETION OF THE WORK. CONTRACTOR TO PROVIDE DUST PARTITIONS, AS REQUIRED, BETWEEN EXISTING SPACES AND THE CONSTRUCTION ZONE TO PREVENT DUST INFILTRATION INTO UNAFFECTED AREAS. 1.28 THROUGHOUT CONSTRUCTION, THE CONTRACTOR IS TO MAINTAIN THE BUILDING AND SITE IN AN ACCEPTABLE STANDARD OF CLEANLINESS. CONSTRUCTION DEBRIS AND FOOD AND BEVERAGE CONTAINERS SHALL BE REMOVED ON A REGULAR BASIS. 1.29 AT THE END OF CONSTRUCTION, THE CONTRACTOR IS TO REMOVE ALL CONSTRUCTION RELATED DEBRIS, DEBRIS CONTAINERS, AND UNUSED BUILDING MATERIALS. 1.30 A STRICT NO SMOKING POLICY ISTO BE ENFORCED WITHIN THE STRUCTURE AT ALL TIMES. IF SMOKING OCCURS OUTSIDE, PROPER DISPOSAL CONTAINERS ARE TO BE PROVIDED. CIGARETTE BUTTS ARE NOT TO BE DISPOSED OF ON THE GROUND ANYWHERE ON THE SITE OR ADJOINING STREET, SIDEWALK, OR PROPERTIES. 1.31 PLAYING OF LOUD MUSIC ON THE SITE IS PROHIBITED. USE OF RADIOS, TAPE PLAYERS, ETC. IS SUBJECT TO OWNER'S APPROVAL. 1.32 CONTRACTOR'S GUARANTEE: ALL WORK, MATERIALS AND EQUIPMENT SHALL BE GUARANTEED AGAINST DEFECTS RESULTING FROM THE USE OF INFERIOR MATERIALS, EQUIPMENT OR WORKMANSHIP FOR ONEYEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE CONTRACT, OR FROM FULL ACCEPTANCE BYTHE OWNER, WHICHEVER IS EARLIER. 1.37 IF, WITHIN THE GUARANTEE PERIOD, REPAIRS OR CHANGES TO WORK ARE REQUIRED ASA RESULT OF THE USE OF DEFECTIVE MATERIALS OR EQUIPMENT, INFERIOR WORKMANSHIP OR WORK THAT IS NOT IN ACCORDANCE WITH THE TERMS OFTHE CONTRACT DOCUMENTS, AND UPON RECEIPT OF NOTICE FROM THE OWNER, THE FOLLOWING SHALL BE DONE WITHOUT EXPENSE TO THE OWNER AND WITHOUT UNDO DELAY: .01 PLACE IN SATISFACTORY CONDITION IN EVERY PARTICULAR ALL WORK AND CORRECT ALL DEFECTS THEREIN. .02 REPAIR ALL DAMAGE TO THE BUILDING OR SITE/EQUIPMENT OR INFERIOR WORKMANSHIP, OR OF WORK NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. .03 UPON FAILURETO PROCEED PROMPTLYAFTER NOTICETO COMPLY WITH THETERMS OFTHE GUARANTEE, THE OWNER MAY HAVETHE DEFECTS CORRECTED BY OTHERS AND CONTRACTOR SHALL BE LIABLE FOR ALL EXPENSES INCURRED. DIVISION 2• SITE CONSTRUCTION 2.01 THE CONTRACTOR IS TO PROVIDE TOP SOIL FOR FINISHED GRADING. GRADING SHALL BE TO FINISH ELEVATIONS AS SHOWN ON DRAWINGS. DIVISION 3: CONCRETE 3.01 MATERIALS (U.O.N.) .01 CONCRETE FOR FOUNDATION WALLS AND RETAINING WALLS WITH EXTERIOR EXPOSURE F=3500 PSI (5.0%TO7.0"' ENTRAINED AIR). .02 CONCRETE FOR FLOORINGS: F= 3000 PSI. .03 CONCRETE FOR EXTERIOR WALKS AND PAVING: F=4000 PSI .03 REINFORCED STEEL: ASTM A615 60 KSI YIELD DEFORMED BARS AN D ASTM A185 MESH. .04 ADMIXTURES: ADMIXTURES CONTAINING CHLORIDE ARE NOT PERMITTED IN REINFORCED CONCRETE OR CONCRETE CONTAINING METALS. 3.02 CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OFACI-89, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS BELOW. 3.03 WHEN THETEMPERATURE IS LESS THAN 40 DEG F,THE TEMPERATURE OF THE CONCRETE SHALL BE MAINTAINED BETWEEN 50 DEG FAND 70 DEG F FOR (7) DAYS. DURING HOT WEATHER, WHEN NECESSARY, PROVIDE FOR PROTECTIVE MEASURES IN ADVANCE OF PLACEMENT. 3.04 AT CORNERS AND INTERSEFTIONS OF FOOTINGS, WALLS AND GRADE BEAMS, PROVIDE BENT BARS Oc EQUAL SZE A';D AT S"-.'.IE SPACING AS TYPICAL REINFORCIiIG AROUND CORNER AND/OR ABUTTING WALL OR GRADE BEAM. BARS SHALL HAVE AN EMBEDMENT OF30 DIAMETERS (18" MIN). LAP SPLICE REINFORCING BARS 48 DIAMETERS UNLESS NOTED OTHERWISE. LAP WELD WIRE FABRIC MESH 12" MIN. 3.05 AT SLAB AND WALL OPENING CORNERS, PROVIDE (1) #5 BAR IN EACH FACE PARALLEL TO EACH EDGE EXTENDING A MINIMUM OF2'- 0" PAST THE EDGE OF OPENING, THIS STEEL MAYBE OMITTED IF TYPICAL WALL STEEL EXCEEDS THIS MINIMUM REQUIREMENT. 3.06 ALL CAST IN PLACE CONCRETE WALLS SHALL BE PLACED CONTINUOUSLY WITH NO COLD JOINTS AND VIBRATED ADEQUATELY TO PREVENT AIR POCKETS. 3.07 BEAM POCKETS IN CONCRFTE WALLS SHALL HAVE A HEIGHT TO MATCH DEPTH OF BEAM, BE 1" WIDER THAN BEAM WIDTH, AND PROVIDEA MINIMUM OFA4" BEAM -BEARING LENGTH. SOLID GROUT OR SOLID STEEL SHIMS tHALL BE PLACED BELOW BEAM BEARINGSAS REQUIRED. 3.08 FOUNDATIONWALL CON STRUCTION,UNLESS SHOV.N OTHER7.'SE: .01 TOP EIGHTS TO 6'-0": 8 CONCRETE WITH (2) #4 BARS TOP AND BOTTO'•'. 02 TO` _'- 75 TO 10'-0": 12" CONCRETE WITH (2) #4 BARS TOP AND E07TO'd. 3.09 CONCRETE FRAMEWORK ;.HALLBEADEQUATELY TIED AND BRACED. FORMS ARE NOT TO DE STRIPPED, NOR BACK FILL PLACED AGAINST THE %'•ALL,UNTILTH WALL HAS SUFFICIENT STRENGTH OR HAS E=E': E?ACED TO PREVENT DAMAGE BY BACKFILL. 3.10 CO1.1CRE 7 E FINISHING: .01 FLOOR SLA2SWHERE NO OTHER MATERIAL IS TO BE APPLIED (I.E., TILE OR PAVERS` SHALL HAVE A SMOOTH TROWELED FINISH. .02 PRECAST ELEMENTS (WALL CAPS, LINTELS, ETC.) ARE TO HAVE BRUS"ED E_ASTED FINISH 3.11 CONCRETE S'_ 5S SHALL BE M!N'!.I'J!.I 4" THICK REINFORCED WITH 6 X 6 X 6'6 %'.ELDED WIRE REIN=ORCING MESH WITH 6 MIL VAPOR BARRIER 0."ER 6" MIN DENSE GRADE AGGREGATE BASE. CONTROL JO":7S AT 10'-0" (MAX). SLOPE TO DRAINS WHERE APPLICABLE. 3.12 PROVIDE SwOD DRAWINGS OF ALL PRECAST ELEMENTS TO ARCHITECT FOR REVIEW AND APPROVAL DIVISION4: MASONRY 4.01 MASONRY DIMENSIONS ARE NOMINAL. 4.02 ALL NEW BRICK/BLOCK COURSING SHALL MATCH EXISTING AS APPLICABLE. 4.03 WHERE BRICK/BLOCK WORK INVOLVES RESETTING, PATCHING, REPAIRING, OR TOOTHING INTO EXISTING BRICKWORK/BLOCKWORK, THE LIME CONTENT AND AGGREGATE IN THE MORTAR MIX IS TO MATCH ACCORDINGLY. 4.04 WHERE REPOINTING OF BLOCKWORK IS REQUIRED CUT BACK EXISTING JOINT TO SOUND MORTAR (1" MINIMUM DEPTH) AND TUCK POINT WITH MORTAR TO MATCH AS DESCRIBED ABOVE. 4.05 PROVIDE MINIMUM 18 GA CORRUGATED GALVANIZED STEEL WALL TIES SPACED AT 16" O.C. VERTICALLY AND HORIZONTALLY WITH 1" AIR SPACE BETWEEN MASONRYAND EXTERIOR FACE OF SHEATHING. PROVIDE CONTINUOUS BASE FLASHING WITH WEEP HOLES AT 33" O.C. PROVIDE PEA STONE BED TO 4" ABOVE ALL WALL BASE FLASHINGS WITH SOLID MORTAR BED BELOW FLASHING TO SUPPORT. 4.06 CONCRETE MASONRY UNIT REINFORCING: .01 VERTICAL: PROVIDE AMINIMUM OF#5CONTINUOUS BARS AT 32" O.C. IN ALL EXTERIOR AND INTERIOR LOAD BEARING WALLS. PROVIDE MATCHING DOWELS INTO FOUNDATION WALLS ATALLVERTICAL REINFORCEMENT LOCATIONS. .02 HORIZONTAL: PROVIDE CONTINUOUS BOND BEAMS WITH (2) 95 BARS SET IN GROUT AT TOP OF ALL WALLS, UNLESS NOTED OTHERWISE. ADDITIONALLY, PROVIDE BOND BEAMS WITH (2) H5 BARS CONTINUOUS, !.I!DWAY BETWEEN EACH FLOOR LEVELAND AROUND STAIR SHAFTS. SEE4.05 FOR MORE INFORMATION. .030PENINGS: PRO%°DE ADDITIONAL VERTICAL REIN: ORCEMENT AT JAMBS OF ALL WALL OPENINGS, ENDS OF %'.=.LLS, AND STEEL BEAMS OR ANGLE BEARING LOCATIONS. M":'f:IUM REINFORCEMENT SHALL BE (2)-#6 VERTICAL BARS, UNLESS NOTED OTHERWISE. EXTEND VERTICAL REINFORCEMENT THROUGH STEEL BEAM OR ANGLE FLANGES USING SLOTTED HOLES IN STEEL. FILL MASONRY CORES SOLID WITH GROUT, TYPICAL. .04 LAPPING: LAPVERTICALAND HORIZONTAL REINFORCEMENT (48) DIAMETERS OR 24" MINIMUM. .05 CONTROL JOINTS: PROVIDE VERTICAL CONTROL JOINTS IN ALL CMU WALLS AT STEEL COLUMN LOCATIONS OR AT 40'-0" O.C., WHICHEVER IS LESS. COORDINATE LOCATIONS WITH ARCHITECT. 4.07 STEEL ANGLE LINTELS IN MASONRYVENEER FRAME CONSTRUCTION OPENINGS (UNOON PLANS) SPANS TO: .01 4'-0": 3-1/2" X 3-1/2" X 3/8" .02 6-0": 4" X 3-1/2" X 3/8" .03 8'-0": 6" X 3-1/2" X 3/8" .04 T-0": 7" X 4" X 3/8" 4.08 CMU BOND BEAMS IN 8" BLOCK WALL CONSTRUCTION OPENINGS, REINFORCED SPANS WITH CEMENT GROUT FILLAND STEEL AS FOLLOWS: .01 4'-0": 2- #4 .02 6-0": 245 .03 8'-0": 2- #6 .04 SEE DRAWINGS FOR SPANS OVER 9'4" 4.09 MASON TO REVIEW ALL DRAWINGS AND COORDINATE CONCEALED WIRING FOR ELECTRICAL, SECURITY AND AV DEVICES WITH INSTALLER DIVISION 5• METALS 5.01 ALL STRUCTURAL STEEL SHALL CONFORM WITH ASTM SPECIFICATIONSA36. PIPE COLUMNS AND BASE/CAP PLATES SHALL CONFORM WITH ASTM SPECIFICATIONSA501 ANDA53. ALL PIPE COLUMNS SHALL BE STANDARD WEIGHT, SCHEDULE 40, UNLESS NOTED OTHERWISE. 5.02 SILL PLATES SHALL BE ANCHORED WITH I/2"DIAMETER ANCHOR BOLTS PLACED 4'-0" O.C. TO FOUNDATION WALL; MINIMUM 7" EMBEDMENT INTO CONCRETE AND NOT LESS THAN 12" FROM CORNERS. 5.03 WOOD BEAM ASSEMBLIES WITH STEEL FLITCH PLATESARE TO BE BOLTED TOGETHER WITH 1/2" DIAMETER BOLTSAT 12" O.C. STAGGERED TOPAND BOTTOM WITH (2) BOLTSAT EACH END. 5.04 EXPANSION ANCHORS: CONTRACTOR SHALL USE ANCHORS MANUFACTURED BY HILTI AND SHALL BE THE SIZE, TYPE, AND EMBEDMENT INDICATED ON DRAWINGS OR AS REQUIRED BY CONDITIONS IN FIELD OR AS DIRECTED BY ARCHITECT. INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. EQUALS MAYBE CONSIDERED. SUBMIT TO ARCHITECT FOR APPROVAL. 5,05 EPDXY ADHESIVE ANCHORS: .01 EPDXY ADHESIVE SHALL BE EPCON "CERAMIC 6' MANUFACTURED BY ITW RAMSET/REDHEAD, INSTALL PER !. ANUFACTURER's INSTRUCTIONS. EQUALS MAYBE CONSIDERED. SUBMIT TO ARCHITECT FORAPPROVAL. .02 THREADED RODS ARE TO BEASTM A307. SIZES AND EMBEDMENT AS INDICATED ON DRAWINGS. .03 DRILL HOLES WITH COARSE CUTTING ROCK CHISEL USING PNEUMATIC PERCUSSION EQUIPMENT WITH HOLLOW STEM DRILL ROD AND CONTINUOUS AIR JET TO REMOVE CU � Ii INGS. BLOWOUT HOLES WITH COMPRESSED AIR OR VACUUM TO REMOVE ALL DUST AND CHIPS. RENOVATIONS TO 288 SMITH NECK ROAD 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAEL AND MARTHA KEATING 5.06 WHERE STEEL BEAMS REQUIRE 2X WOOD PLATES, ATTACH WITH 3/8" DIAMETER BOLTS STAGGERED TOP AND BOTTOM AT 2'-0" O.C. OR 3/16" DIAMETER POWER DRIVEN FASTENERS (I.E. RAMSET PINS AT 16" O.C.) DIVISION 6: WOOD AND PLASTICS 6.01 ANY WOOD WALL STUDS SHALL BE CONSTRUCTION GRADE CANADIAN HEM -FIR (Fb=1150). ALL OTHER FRAMING LUMBER SHALL BE #2 S-DRY CANADIAN HEM -FIR (Fb=1000). LAMINATED VENEER LUMBER SHALL HAVE Fb = 2800, W = 2,000,000 PSI. 6.02 HEADER SIZES IN FRAME OPENINGS, SPANS TO (UNLESS NOTED OTHERWISE ON PLANS): .01 4'-4": (2) 2 X 6 .02 5-6": (2) 2 X 10 .03 6-8": (2) 2 X 12 6.03 ALL MULTIPLE 2X HEADERS AND MICRO LAM BEAMS SHALL BE FASTENED TOGETHER AT TOP AND BOTTOM INTO EACH ADJACENT MEMBER WITH MINIMUM OF (2) ROWS OF 16d NAILS AT 12" O.C. FOR DEPTHS GREATER THAN 12", USE 1/2" DIAMETER BOLTS AT 12" O.C. 6.04 FRAM I NG/STRUCTU RAL LUM BER EXPOSED TO TH E EXTERIOR OR IN CONTACT WITH THE CONCRETE IS TO BE PRESSURE TREATED. 6.05 ALL WOOD BLOCKING, FRAMING, FURRING, ETC. COMING IN CONTACT WITH CONCRETE OR MASONRY CONSTRUCTION, LOCATED OUTSIDE BUILDING SHEATHING, OR OTHERWISE SUBJECTTO MOISTURE EXPOSUR€ IS TO BE PRESSURE TREATED. 6.06 ALL INTERIOR STUD WALLS ARE 2 X 6,16" O.C. WITH 5/8" MIN. IMPACT RESISTANT GYPSUM BOARD ON BOTH SIDES UNLESS NOTED OTHERWISE. 6,07 SILL PLATES, WOOD BEAMS AT CRAWL SPACE, FOUNDATIONS, AND OTHER EXPOSED SOFT WOOD LUMBER SHALL COMPLY WITH AWPB STANDARDS LP-2, LP-3, LP-4, LP-5, AND LP-7. 6.09 PRESSURE TREATED FENCE POSTS, DECK POSTS, AND OTHER LUMBER IN CONTACT WITH THE SOIL SHALL COMPLY WITH AWPB STANDARDS LP-22, LP-44, LP-55 AND LP-77. 6.10 PROVIDE DOUBLE JOISTS BELOW ALL INTERIOR PARTITIONSTHAT RUN PARALLEL WITH JOISTS. 6.11 BRIDGING IN FLOOR AND CEILING JOISTS SHALL BE 1 X 3 CROSS BRIDGING (DOUBLE NAILEQ) AT 8'-0" O.C. (MAX). 6.12 ALL PLYWOOD SHALL BE APA RATED FOR SPANS SHOWN. PLYWOOD SHALL BE USED FOR ALL SHEARING AND HEADER FITCH PLATES. ORIENTED STRAND BOARD (O.S.B.) IS NOTTO BE USED. 6.13 NOTCHES IN EXTERIOR WALL OR INTERIOR BEARING WALL FRAMING ARE NOT TO EXCEED 1/4 OF STUD WIDTH; NO HOLES ARE TO BE BORED GREATER THAN 40%OF STUD WIDTH AND NOT BE LESS THAN 5/8" TO EDGE OF STUD. 6.14 NOTCHES IN FLOOR JOISTS AND ROOF RAFTERS SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OFTHE SPAN. NOTCHES IN THE TOP OR BOTTOM ARE NOT TO EXCEED 1/6 OF THE MEMBER DEPTH. HOLES SHALL NOT BE BORED LARGER THAN 1/3 OF THE MEMBER DEPTH, OR WITHIN TWO INCHES OFTHETOP OR BOTTOM OF THE MEMBER, OR WITHIN TWO FEET OF BEARING. NO HOLES OR NOTCHES PERMITTED IN BEAMS UNLESS APPROVED BY THE ARCHITECT. 6.15 PLYWOOD SPECIFICATIONS: .01 SUBFLOORING: 48/24 APA RATED TONGUE AND GROOVE; EXPOSURE 1; GLUED AND NAILED, 5/8" THICK MIN. .02 ROOFSHEATHING: 32/16APARATED, EXPOSURE I,5/8" THICK. .03 STRUCTURAL WALL SHEATHING: 24/16APARATED EXPOSURE 1, 5/8" THICK. .04 EXPOSED PAINTED FINISH PANELING: MEDIUM DENSITY OVERLAID (MDO), THICKNESS AS SHOWN, 1/2- MIN. 6.16 FIRESTOPPING OF 2X LUMBER S"?LL BE PROVIDED FOR AN EFFECTIVE FIRE BARRIER BETWEI N ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL. 6.17 FINISH LUMBER SPECIFICATIONS: .01 EXTERIOR USE: KILN -DRIED, CLE-•R, %'•`STERN RED CEDAR .02 INTERIOR USE: KILN -DRIED CLEAR PODI-AR FOR ALL PAINTED FINISH. TRANSPARENT OR STA'_`;ED FINISH WOODWORK AS SHOWN ON DRAWIK"-:S. .03 SEE MILLWORK DRAWINGS FOR'NOOD SCHEDULE. 6.18 ALL EXTERIOR WOODWORK IS TO BE B' CKPRIMED BEFORE INSTALLATION. 6.19 FINGER JOINTED WOOD IS NOT ACCE°TABLE UNLESS APPROVED IN ADVANCE BYARCHITECT. 6.20 PROVIDE FIRE -TREATED WOOD BLOCK". iAND SHEETING IN NON-COMBUSTIBLE CONSTRUCTIONTY7ES. 6.21 PROVIDE SOFT CLOSE DRAWER GLICES AND SOFT CLOSE HINGES AT CAB'NETS, TYPICAL. DIVISION 77 THERMALAND MOISTURE PROTECTION 7.01 ALL EXTERIOR WALLS ARE TO HAVE CODE MINIMUM INSULATION ASSEMBLIES U.O.N. 7.02 ETHEFOAM SILL SEAL IS TO BE INSTALLED BETWEEN ALL NEW WOOD SILLS AND TOP OF CONCRETE FOUNDATION. 7.03 ALL WALL CAVITIES FORMED BY NONSTANDARD FRAMING INCLUDING SPACES BETWEEN FRAMING AND WINDOW/DOOR UNITS OR OTHER BREAKS IN FRAMING SYSTEMS AS OCCUR ARE TO BE COMPLETELY FILLED WITH FIBERGLASS BATT INSULATION OR EXPANDING FOAM INSULATION AS APPLICABLE AND AS APPROVED BYARCHITECT. 7.04 ALL INTERIOR WALLS, CEILINGS, AND FLOORS AT THE FOLLOWING ROOMS ARE TO HAVE 31/2" NOISE BARRIER ACOUSTIC BATT INSULATION: MECHANICAL ROOMS, LAUNDRY, BATHROOMS, LAVATORIES. WASTE STACKS PASSING THROUGH FINISHED SPACES ARE TO BE INSULATED. 7.05 ALL METAL FLASHINGSAND INSULATION COMING IN CONTACT WITH ROOF MEMBRANE ARE TO BE COMPATIBLE WITH ROOF MEMBRANEAND OTHER FLASHING MATERIALSAS OCCURS. GENERAL CONTRACTOR TO VERIFY WITH MANUFACTURER. 7,06 ALL CONTACT BETWEEN DISSIMILAR METALS IS TO BE PREVENTED BY MEANSAPPROVED IN ADVANCE BYARCHITECT. 7.07 EXTERIOR STUCCO SYSTEM TO CONSIST OF WIRE METAL LATHE ON CMU, THREE COAT PASTER (SCRATCH, BROWN, FINISH.) FINAL COLOR TO BE SELECTED BY OWNER/ARCHITECT, PROVIDE MOCK UP. DIVISION 87 DOORSAND WINDOWS 8.01 DOORS AND WINDOWS ARE SPECIFIED ON RESPECTIVE SCHEDULES ON DRAWINGS. 8.02 DOOR LOCKSETS ARE AS I NDICATED ON HARDWARE SET SCHEDULE. 8.03 REQUIRED LOCATIONS FOR THE USE OF LAMINATED, HEAT - STRENGTHENED OR TEMPERED GLASS IS AS FOLLOWS: .01 GLAZING IN EGRESS DOORS, EXCEPT WIRED GLASS IN REQUIRED FIRE DOORS AND IN JALOUSIE -OPERATED GLASS PANELS. .02 GLAZING IN THE STATIONARY OR SLIDING PANELS OF SLIDING DOOR UNITS, AND IN SWINGING DOORS. .03 STORM DOORS. .04 SHOWER AND BATH TUB DOORS AND ENCLOSURES. .05 GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TOA DOOR WHERE THE NEARESTVERTICAL EDGE IS WITHIN A 24" ARC OFTHE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FLOOR OR WALKING SURFACE. .06 GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, THAT MEETS ALL OF THE FOLLOWING: A. EXPOSED AREA OFAN INDIVIDUAL PANE GREATER THAN 9 SF. B. BOTTOM EDGE LESS THAN 18" ABOVE FLOOR. C. TOP EDGE GREATER THAN 36" ABOVE FLOOR. D. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF GLAZING. .07 EXCEPTIONS: A. PANELSWITH LEAD DIVIDERS. B. FACETED/DECORATIVE GLASS. C. EXTERIOR SHEET OF INSULATING GLASS PANELS. D. LOUVERED/JALOUSIE TYPE WINDOWS. E.OPENINGS THROUGH WHICH A 3" SPHERE IS UNABLE TO PASS. DIVISION 9: FINISHES 9.01 FINISHES APPLIED IN"WET AREAS" ARE TO BE INSTALLED OVER CEMENT BOARD (COMMONLY KNOWN AS "WONDERBOARD" OR "DU ROCK") SUBSTRATE WITH ACCESSORIESAND INSTALLATION AS DESIGNATED BY MANUFACTURER. 9.02 PAINTED FINISH REQUIREMENTS: ACCEPTABLE PAINT PRODUCTS BY BENJAMIN MOORE, ICI DULUX OR PRATT AND LAMBERT. CONSULT ARCHITECT FOR FINISH. .01 EXTERIOR WOODWORK: PRIMER AND 2 COATS FINISH .02 EXTERIOR MASONRY: PRIMER AND 2 COATS FINISH .03 INTERIOR WOODWORK: PRIMER AND 2 COATS FINISH .04 INTERIOR MASONRY: PRIMERAND 2 COATS FINISH .05 INTERIOR PLASTER: 3 COATS FINISH 9.03 PREPARE EXISTING SURFACES TO BE PAINTED AS FOLLOWS: .01 POWER WASHING OF EXTERIOR WORK TO REMOVE ALL DIRT AND LOOSE FINISH. .02 HAND SCRAPING TO REMOVEALL DETERIORATED FINISH. .03 SANDING, USING NON -ROTARY TYPE POWER SANDER TO FEATHER IN ALL EXPOSED EDGES OF EXISTING FINISH. .04 SPOT PRIMING ALL AREAS OF BARE WOOD. STAMP 9.04 SURFACES TO BE LEFT SMOOTH AND EVEN WITHOUT VISUAL PERCEPTION OF CHANGES IN UNIFORMITY OF NEW FINISH. 9.05 CONTRACTOR TO TAKE MOISTURE READING AND SUBMIT TO ARCHITECT PRIOR TO START OF PLASTER WORK. NO MORE THAN 15% FRAMING MOISTURE CONTENT PRIOR TO PLASTER WORK. DIVISION 10: SPECIALTIES 10.01 TELEPHONE: .01 JACKS ARE TO BE INSTALLED AS DESIGNATED ON THE ELECTRICAL PLAN. .02 DEVICES AND COVER PLATES: CONSULT ARCHITECT FOR DESIGN AND COLOR.02 FIR 10.02 FIRE PROTECTION: .01 ALL DETECTORS SHALL BE CONNECTED TOASOUNDING DEVICE OR OTHER DETECTORS TO PROVIDE, WHEN ACTIVATED, AN AUDIBLE ALARM IN ALL PARTS OF THE BUILDING. .02 ALL ALARMS SHALL BE U.L. LISTED AND INSTALLED PER MANUFACTURER'S INSTRUCTIONS. .03 DETECTORSARETO RECEIVE PRIMARYWIRING FROM THE ELECTRICAL SERVICE. WIRING SHALL BE PERMANENT WITHOUT A DISCONNECT SWITCH, OTHER THAN THAT REQUIRED FOR OVER CURRENT PROTECTION. WHEN PRIMARY POWER IS INTERRUPTED, SMOKE DETECTORS ARE TO OPERATE FROM A BATTERY BACK-UP SOURCE. DIVISION 11: EOUIPMENT 11.01 KITCHEN AND OTHER APPLIANCES ARE TO BE SUPPLIED AND INSTALLED BY THE OWNER, UNLESS NOTED OTHERWISE. APPLIANCESAREAS SPECIFIED ON THE DRAWINGS (KITCHEN, LAUNDRY, ETC. ELEVATIONS). DIVISION 12: FURNISHINGS NONE APPLICABLE DIVISION 13• SPECIAL CONSTRUCTION NONEAPPLICABLE DIVISION 14: CONVEYING SnTFMS NONE APPLICABLE DIVISION 15: MECHANICAL 15,01 GENERAL CONTRACTOR TO COORDINATE LOCATION OF ALL HVAC AND/OR ELECTRIC FIXTURES ON CENTER LINES OF DOORS, PANELS, WINDOWS, OR OTHER ARCHITECTURAL FEATURES AS INDICATED ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS OR AS DIRECTED BYARCHITECT. 15.02 PLUMBING: .01 THE PLUMBING CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AND SHALL BE RESPONSIBLE FOR THE SAME. HE SHALL PROVIDE ALL INCIDENTAL ITEMS NECESSARY TO COMPLETE THE PLUMBING WORK AS OUTLINED ON THE DRAWINGS AND AS REQUIRED. ALL WORK, MATERIALS AND METHODS SHALL COMPLY WITH CODES, RULES, LAWS, AND REGULATIONS IN EFFECT IN THE LOCALITY OF THE JOB AND SHALL MEET WITH THE APPROVAL OF INSPECTING BUREAUS HAVING JURISDICTION. THf- CONTRACTORSHALLTAKEOUT AND PAY FOR ALL PERMITS AND INSPECTION FEES NECESSARY FOR THE CONSTRUCTION. .02 PIPING MATERIALS SHALL BE AS FOLLOWS (U.O.N): A. SOIL, WASTE AND VENT: P.V.C. DRAINAGE PIPE D.W.V. SCHEDULE40. B. DOMESTIC WATER ABOVE GROUND: TYPE'L'COPPER WITH WROUGHT COPPER FITTINGS. C. DOMESTIC WATER UNDER GROUND: TYPE "K" COPPER WITH WROUGHT COPPER FITTINGS. D. STORM WATER UNDERGROUND: EXTRA STRENGTH VITRIFIED CLAY PIPE AND FITTINGS. E. FOOTING DRAIN TILE: P.V.C. PLASTIC. .03 PROPERLY INSULATE ALL DOMESTIC COLD AND HOT WATER LINES SUBJECT TO EXTERIOR TEMPERATURES WITH 1/2" THICK ARMAFLEXTYPE FIR, INSULATE ALL HOT WATER LINES. .04 ALL P.V.C. WATER LINES WHICH RUN THROUGH A WALL OF A LIVING SPACE SHALL BE SOUND INSULATED WITH 3-1/2" FIBERGLASS BATT INSULATION. .05 HOSE BIBS SHALL BE WOODFORD MODEL #15 FREEZE PROOF WITH VACUUM BREAKER OR APPROVED EQUAL. .06 ALL VALVES SHALL nE NIBSCO BRASS CONSTRUCTION OR APPROVED EQUAL. .07 FURNISH AND INSTALL FLOOR DRAINS WHERE SHOWN ON DRAWINGS. WADE ZURN OR SMITH W-110 FLOOR DRAINS WITH STRAINER; FINISH ASAPPROVED BYARCHITECT. .08 ALL PLUMBING FIXTURES SHALL BE AS SHOWN ON DRAWINGS. .09 PROVIDE SMOKE SEALING AND FIRE CAULKING AT ALL PENETRATIONS IN NON-COMBUSTIBLE CONSTRUCTION TYPES. aqry� [��5P�a1EL ti No. 50006 v+ ? BOSTON S MA PROJECT ISSUE DRAWN APPROVED SCALE REV # DATE 15.03 HEATING, VENTILATION, AND AIR CONDITIONING .01 THE CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AND SHALL BE RESPONSIBLE FOR SAME. HE SHALL PROVIDE ALL INCIDENTAL ITEMS NECESSARY TO COMPLETE THE HEATING AND AIR CONDITIONING WORK AS OUTLINED BY THE ARCHITECT AND AS REQUIRED, ALL WORK MATERIALS AND METHODS SHALL COMPLY WITH CODES, RULES, LAWS, AND REGULATIONS IN AFFECT IN THE LOCALITY OF THE JOB, AND SHALL MEET WITH THE APPROVAL OF INSPECTING BUREAUS HAVING JURISDICTION. THE CONTRACTOR SHALL TAKE OUTAND PAY FOR ALL PERMITSAND FOR ALL INSPECTION FEES NECESSARY FOR THE CONSTRUCTION OF HIS WORK. .02 ALL SHEET METAL DUCTS, FITTINGS, ACCESSORIES AND FABRICATION DETAILS IN ACCORDANCE WITH THE LATEST EDITION OF SMANCA. PROVIDE NEW RETURN, SUPPLY AND EXHAUST AIR DUCT WORK AS REQUIRED. EXTERNAL STATIC PRESSURE OF EACH FURNACE SHALL NOT EXCEED 0.509 IN. WG. FURNISH AND INSTALL ALL NEW WALL REGISTERS, FLOOR REGISTERS, AND RETURN EXHAUST GRILLS. ALL RETURN AND SUPPLYAIR DUCTS LOCATED IN CRAWL SPACES, EXTERIOR WALLS, AND ATTIC SPACES SHALL BE INSULATED WITH 1-1/2" THICK OWENS CORNING DUCT WRAP FRK-25, ED-25, ED100, SECURED WITH STAPLESAND FOIL REINFORCED KRAFT TAPE. .03 THE CONTRACTOR SHALL ADJUST ALL CONTROLS, DAMPERS, REGISTERS, AND EQUIPMENT AND SHALL SET THE SYSTEM IN OPERATION, AND DEMONSTRATE THAT ALL EQUIPMENT PERFORMS THE FUNCTION FOR WHICH IT WAS INTENDED FOR A FUNCTIONAL HEATING AND COOLING SYSTEM. .04 THE CONTRACTOR WARRANTIES ALL MATERIAL, EQUIPMENT, AND WORKMANSHIP AGAINST ALL DEFECTS FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF APPROVAL OF FINAL CERTIFICATION OF PAYMENT. SHOULD SUCH DEFECTS APPEAR WITHIN THIS PERIOD, HE SHALL MAINTAIN THE REFRIGERATION CHARGE WITHIN THE SYSTEM DURING THE WARRANTY PERIOD. .05 THE CONTRACTOR SHALL BE REQUIRED TO CALCULATE THE REQUIRED LOADS FOR THE NEW CONSTRUCTION AND TO SELECT THE EQUIPMENT ACCORDINGLY. .06 EXHAUST FANS SHALL BE VENTED DIRECTLY TO EXTERIOR. .07 ALL EXHAUSTVENTS, ROOFVENTS, AND PLUMBING STACK VENTS SHALL RUN TO REAR OF ROOF PLANE, AS ALLOWED BY ATTIC SPACES, OR AS NOTED ON DRAWINGS. DIVISION 16: ELECTRICAL 16.01 CONTRACTOR TO OBTAIN AND PAY FOR ALL PERMITS RELATING TO THIS WORK AND INCLUDE COSTS OFALL PERMITS, LICENSES, FEES,ANDTAXES PERTINENT TO THIS WORK. ALL WORK SHALL CONFORM TO THE LATEST EDITION OFTHE NATIONAL ELECTRIC CODE, APPLICABLE LOCAL; STATE, AND FEDERAL CODES AS WELL AS NEMA, ANSI, AND IFF STANDARDS. 16.02 CONTRACTOR TO FURNISH ALL MATERIAL, LABOR, TOOLS, EQUIPMENT, AND PERFORM ALL WORK NECESSARY FOR GENERAL ILLUMINATION, RECEPTACLES, AND EQUIPMENT, PROVIDE NEW CIRCUITS, BOXES, BREAKERS, ETC., AS REQUIRED. MATERIALS, APPARATUS, AND EQUIPMENT SHALL BE NEW AND PERFORM TO THE STANDARDSAS UNDERWRITER'S LABORATORIES, INC. WIRING SHALL BE COPPER. WIRES SHALL BESIZED FOR 70% ALLOWABLE AMPACITY. FURNISHAND INSTALL ANY AND ALL INCIDENTAL EQUIPMENT, CIRCUITS, WIRING, OR DEVICES AS REQUIRED BY CODE OR AS NECESSARY TO SERVICE THE NEW CONSTRUCTION. 16.03 ALL DUPLEX RECEPTACLES IN BATHROOMS AND KITCHEN IN PROXIMITY TO WATER SOURCES SHALL BE PROTECTED BY GFI CIRCUIT. 16.04 FIXTURES: .01 INCANDESCENT DOWN LIGHTING SHALL BE AS NOTED ON ELECTRICAL PLAN AND SCHEDULE. CONTRACTOR SHALL VERIFY CLEARANCES IN FRAMING PRIOR TO ORDERING FIXTURES. WHERE FIXTURES COME IN CONTACT WITH INSULATION USE FIXTURES SPECIFIED FOR THIS INSTALLATION. CONTRACTOR SHALL PROVIDE CLEARANCE AROUND ANY FIXTURES NOT "INSULATION" RATED AND SPECIFIED TO BE INSTALLED WHERE INSULATION IS REQUIRED. .02 ALL DEVICES SHALL BE LEVITON "DECOR" STYLE FOR RECEPTACLES, ROCKER SWITCHES, DIMMERS (TO BE SLIDE TYPE WITH A PRESET ROCKER SWITCH), CABLE, AND PHONE JACKS (UNLESS PHONE IS WALL -MOUNTED). COLORS SHALL BE SPECIFIED BYARCHITECT. STANDARD TYPE TOGGLE SWITCHES SHOULD BE USED IF EXISTING CONDITIONS WARRANT; VERIFY WITH ARCHITECT. SWITCHES SHALL BE LOCATED ATA STANDARD HEIGHT OF 36" ABOVE FINISHED FLOOR TO CENTERLINEOFBOX. SWITCHES OVER COUNTERTOPS AND VANITIES SHALL BE 6" ABOVE TOP HEIGHT TO CENTERLINE OF BOX. IF NEW SWITCHES ARE LOCATED INCLOSE PROXIMITY TO (SAME WALL, SAME ROOM, OR AREA) EXISTING SWITCHES, EXISTING CONDITIONS SHALL DETERMINE HEIGHTS AND RELATIONSHIPS. WHERE DIMMING IS SHOWN ON BOTH LEGS OFA 3-WAY SWITCH, EC TO PROVIDE APPROPRIATE DEVICES TO ACHIEVE THIS. 17029 08/07/18 TZ/AW K AWK/CT 1/211 _ 11_0 II DESCRIPTION .03 WHERE TRANSFORMERS ARE REQUIRED FOR LOW VOLTAGE FIXTURES WHICH ARE NOT INTEGRAL WITH THE FIXTURE, SUCH TRANSFORMERS TO BE LOCATED REMOTELY IN CLOSETS, CABINETWORK OR OTHERWISE UNEXPOSED OR WITHOUT EXPOSED ACCESS PANELS WITHIN FINISHED LIVING SPACE. REVIEW AND COORDINATE WITH ARCHITECT. 16.05 LOCATION OF OUTLET BOXES AND OTHER JACKS AND RECEPTACLES, UNLESS OTHERWISE NOTED: .01 RECEPTACLES: CENTERLINE OF BOX 18" AFF .02 TELEPHONE BACK BOX FOR WALL -MOUNTED TELEPHONES: CENTERLINE OF BOX 5-0" AFF 16.06 ALL ELECTRICAL WORK AT CONCRETE BLOCK CONSTRUCTION SHALL BE RUN IN GALVANIZED METAL CONDUIT AND LOCATED AS SHOWN ON THE ARCHITECTURAL PLANS AND ELEVATIONS. WHERE A CONFLICT EXISTS OR IT IS OTHERWISE NOT POSSIBLE TO EXECUTE THE WORK AS INDICATED CONSULT THE ARCHITECT BEFORE PROCEEDING. 16.07 EXTERIOR ELECTRICAL WORK (GENERAL LIGHTING, EGRESS LIGHTING, CONVENIENCE RECEPTACLES, ETC.), MOUNTED ON THE BUILDING OR REMOTE FROM THE BUILDING FACE, SHALL BE WEATHERTIGHT AND NOT COMPROMISE THE WEATH ERTIGHTNESS OF THE BUILDING ENVELOPE. 16.08 COORDINATE LAYOUT OF RECESSED LIGHT FIXTURES WITH FRAMING CONTRACTOR. INSURETHAT CONFLICT BETWEEN FRAMING AND INSTALLATION OF LIGHT FIXTURES AS SHOWN ON DRAWINGS DOES NOT OCCUR. 16.09 PROVIDE SMOKE SEALING AND FIRE CAULKING AT ALL PENETRATIONS IN NON-COMBUSTIBLE CONSTRUCTION TYPES. PERMIT +CONSTRUCTION SET GENERAL CONDITIONS Mon Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 T/F : 800.265.3884 www.stackac.com C FIRST FLOOR DEMO PLAN 114" = 1'-0" RENOVATIONS TO 288 SMITH NECK ROAD 288 SMITH BECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAEL AND MARTHA KEATING Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 T/F : 800.265.3884 www.stackac.com DEMOLITION KEY: GENERAL NOTES: • COORDINATE REMOVAL OF ALL EXISTING TO REMOVE APPLIANCES W/ CLIENT • CAREFUL REMOVAL OF EXISTING TO REMOVE WINDOWS IS REQUESTED FOR POSSIBLE RE -USE OR REPLACEMENT OF SASHES, TRIM, HARDWARE, AND OTHER COMPONENTS • NOTIFY ARCHITECT OF ANY PROBLEMATIC ABOVE -CEILING CONDITIONS EXPOSED AFTER DEMOLITION • SCOPE OF MEP DEMOLITION NOT SHOWN IN THESE DWGS • CONTRACTOR TO COORDINATE DEMOLITION DEPENDENT ON ADD ALTERNATE SELECTIONS 1 DEMOLISH EXISTING INTERIOR WALLS @ EX. SHOWER 8 DEMOLISH EXISTING BUILT-IN SHELVING DEMOLISH EXISTING SHOWER I 9 REMOVE (AND SAVE FOR POSSIBLE REUSE) EXISTING DOUBLE HUNG WINDOWAND ASSOCIATED COMPONENTS 10 DEMOLISH EXISTING TOILET 1 11 DEMOLISH EXISTING CAST IRON RADIATOR AND COVER I 12 DEMOLISH EXISTING DOOR, STAIR, WALL, AND CLOSET 13 DEMOLISH EXISTING CLOSET AND WALLS REMOVE (AND SAVE FOR POSSIBLE REUSE) EXISTING DOUBLE HUNG WINDOW AND ASSOCIATED COMPONENTS DEMOLISH AND SAVE EXISTING GRANITE STEPS SELECTIVE REMOVAL FOR NEW 1ST FLOOR OPENINGS DEMOLISH EXISTING WOOD DECK AND STEPS DEMOLISH EXISTING STILE AND RAIL ENTRY DOOR; PRESERVE COMPONENTS AND HARDWARE FOR POSSIBLE REUSE STAMP PROJECT 17029 ISSUE 08/07PERMIT +CONSTRUCTION SET /18 ED TF DRAWN TZ/AWK LEVEL DEMO PLAN c) '� No. 50006 APPROVED AWK/CT BOSTON MA Lu � SCALE As indicated P 0 f REV# DATE DESCRIPTION At ✓��'� n t• . Aiel) SECOND FLOOR DEMO PLAN 114" = 1'-0" RENOVATIONS TO 288 SMITH NECK ROAD 1288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAEL AND MARTHA KEATING Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 STAM P DEMOLITION KEY: GENERAL NOTES: • COORDINATE REMOVAL OFALL EXISTING TO REMOVE APPLIANCES W/ CLIENT • CAREFUL REMOVAL OF EXISTING TO REMOVE WINDOWS IS REQUESTED FOR POSSIBLE RE -USE OR REPLACEMENT OF SASHES, TRIM, HARDWARE, AND OTHER COMPONENTS • NOTIFYARCHITECT OFANY PROBLEMATIC ABOVE-CEI LING CONDITIONS EXPOSED AFTER DEMOLITION • SCOPE OF MEP DEMOLITION NOT SHOWN IN THESE DWGS • CONTRACTOR TO COORDINATE DEMOLITION DEPENDENT ON ADD ALTERNATE SELECTIONS 1 DEMOLISH EXISTING PEDESTALVANITY 8 DEMOLISH EXISTING DORMER AND ITS TWO EXISTING 2 DEMOLISH EXISTING BROKEN, ALREADY DISCONNECTED RADIATOR DOUBLE HUNG WINDOWS 3 nFMni fql I f xfCTinfr (-o0,Pnn171\iT WINDOW 9 DEMOLISH INTERIOR OF FULL BATHROOM TO THE STUDS D DOOR INCL. CLOSET FLOOR 10 ALTERNATE 10 - REMOVE AND REINSTALL SLOPED AREA OF 2ND FLOOR CEILING BELOWATTIC FLOOR LEVEL IF REQ'D FOR ANDING INSTALLATION OF CLOSED CELL SPRAY FOAM INSULATION -LF 11 EXTENT OF NEW OPENING FOR REBUILT DORMER INK, TOILET, TUB 12 REMOVE EXISTING DOUBLE HUNG WINDOW FOR RELOCATION TO CENTER OF INTERIOR WALL �Y�ED AR�hi t1EL TGGF�� c) -i No. 50006 Z N j:r� BOSTON W M A v� 04'�`0 P�Z ' l new �Is PROJECT 17029 ISSUE 08/07/18 [BRAWN TZ/AWK APPROVED AWK/CT SCALE As indicated IREV # DATE DESCRIPTION PERMIT +CONSTRUCTION SET LEVEL 2 DEMO PLAN DEMO ROOF PLAN 1 /4" = 1'-011 RENOVATIONS TO 288 SMITH NECK ROAI 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAELAND MARTHA KEATING Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 COO T/F : 800.265.3884 www.stackac.com STAM P DEMOLITION KEY: GENERAL NOTES: • COORDINATE REMOVAL OFALL EXISTING TO REMOVE APPLIANCES W/ CLIENT • CAREFUL REMOVAL OF EXISTING TO REMOVE WINDOWS IS REQUESTED FOR POSSIBLE RE -USE OR REPLACEMENT OF SASHES, TRIM, HARDWARE, AND OTHER COMPONENTS • NOTIFYARCHITECT OFANY PROBLEMATICABOVE-CEILING CONDITIONS EXPOSED AFTER DEMOLITION • SCOPE OF MEP DEMOLITION NOT SHOWN IN THESE DWGS • CONTRACTOR TO COORDINATE DEMOLITION DEPENDENT ON ADD ALTERNATE SELECTIONS 1 DEMOLISH EXISTING ROOF CRICKET 2 DEMOLISH EXISTING LITTLE HOUSE ROOF 3 DEMOLISH EXISTING DORMER Qwc� Q�R1EL "> N0. 50006 Z sn a BOSTON C S MAc� OF • PROJECT 17029 ISSUE 08/07/18 D RAW N TZ/AW K APPROVED AW K/CT SCALE As indicated REV# DATE DESCRIPTION PERMIT +CONSTRUCTION SET ROOF DEMO PLAN -------------------------------------I I I I I I I I I I I I I I I I I I I I I I I i I I i I i - I I I I I I I SLAB ON GRADE 1 V.I.F. I NEW BURIED PROPANE I I ADD/ALT 7-RELOCATE BULKHEAD I I I I TO NORTH SIDE OF HOUSE TANK, LOCATION TBD I I r — — — — NEW WATER FILTRATION SYSTEM, LOCATION TBD -------------------------------------------- I I I ------------------------------------------ ETR BASEMENTWINDOW 0'-1w, I I I I 32'-6" ®'-10" I I I O ,7. I i O.e O77=�s I ETR RADIANT •_ ,•' _ .• • - • _ _ , • . • •_ • _ - - - .. � - ' FLOOR MANIFOLD NEW PROPANE= ^ I I I . (SERVES KITCHEN +' _ I - _ -• •• '• _FIRED BOILER, --------------- --- i •'SUNROOM FLOOR) REPLACE PVC VENTING 1 I OUT NORTH'-* I I I 1 CRAWL SPACE DEHUMIDIFIER I I APPROX. 2' HIGH a? .WALL I ETRSUMP _ a I I I I r ® .ETR ELEC. PANEL- BASEMENT. ' Ii IL---------------------------p co ------------------------- o I a 710• Sf �.--------------------------J e __ _ e ; _ - , • _ ,• _ = ,. - _ -:62" HT. OPENING pp DEMO AND REMOVE - d n u II I I I EXISTING 275 GAL OIL TANK C14 o� mod. EX. TO REPLACE WINDOW CD 0' - 10" 28' - 7 3/4" 0' - 10" ADD/ALT 7- RELOCATE BULKHEAD TO NORTH SIDE OF HOUSE BASEMENT 1 /4„ = 1'-011 RENOVATIONS TO 288 SMITH NECK ROAD 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAELAND MARTHA KEATING REPAIR EXISTING OPENING IN THISAREA; PACKAND PARGE BASEMENT SCOPE: - REPLACE EXISTING DEHUMIDIFIER - DEMO AND REMOVE EXISTING OILTANK - REPAIR EXISTING FISSURE IN SOUTH WALL; PACK AND PARGE -ALTERNATE 2 (DEDUCT)- DELETE ALLADDITIONS TO HYDRONIC HEATING SYSTEM FROM THE PROJECT; CUTAND CAPALL EXISTING RADIATORS; DISCONNECT RADIANT FLOOR SYSTEM IN KITCHEN + SUNROOM, LEAVING COMPONENTS IN PLACE; RELOCATED DISCONNECTED RADIATORS TO BASEMENT FOR STORAGE; ELIMINATE UNDERGROUND PROPANE TANKAND NEW BOILER - ALTERNATE 4 (ADD) - UPGRADE ELECTRICAL PANEL -ALTERNATE 5 (ADD) - RE-PAINTTHE WALLSAND SLAB IN THE EXISTING BASEMENT (EXCLUDING THE CRAWL SPACE) - ALTERNATE 7 (ADD) - RELOCATE BULKHEAD TO NORTH SIDE OF HOUSE -ALTERNATE 11(ADD) - PROVIDE HEAT PUMP HOT WATER TANK, TO BE EVALUATED IF ALTERNATE 2 IS ACCEPTED HVAC SCOPE: - HYDRONIC HEAT THROUGHOUT VIA CAST IRON AND NEW RADIATORS; FULLYTEST HYDRONIC SYSTEM AFTER IMPROVEMENTS; VERIFY FUNCTIONALITY OFALL ETR RADIATORS - REPLACE 2 BROKEN SECOND FLOOR CAST IRON RADIATORS (MASTER BR AND MASTER BATH) W/ LOW PROFILE EURO-STYLE WALL PANEL RADIATORS (RUNTAL OR APPROVED EQUAL) - INSTALL ELECTRIC AIR TO AIR SPLIT HEAT PUMPS IN BASEMENT, SERVING 1ST FLOOR FOR A/C AND HEAT -2ND FLR HEAT PUMPS AND 1STAND 2ND FLR RADIATORS ETR - REPLACE EXISTING ELECTRIC WATER HEATER WITH INDIRECT WATER HEATER - NEW PROPANE -FIRED BOILER - NEW ERV SYSTEM LOCATED IN BASEMENT; DUCTED TO FIRST FLOOR AHU AND TIED INTO RETURN DUCTWORK - NEW CEILING CASSETTE MINI SPLIT IN SUNROOM - NEW THERMOSTATS; REF. HVAC DRAWINGS FOR LOCATIONS -ALTERNATE 2 (DEDUCT) - DELETE ALL ADDITIONS TO HYDRONIC HEATING SYSTEM FROM THE PROJECT; CUTAND CAPALL EXISTING RADIATORS; DISCONNECT RADIANT FLOOR SYSTEM IN KITCHEN + SUNROOM, LEAVING COMPONENTS IN PLACE; RELOCATED DISCONNECTED RADIATORS TO BASEMENT FOR STORAGE ALTERNATE (ADD) - INCLUDE ELECTRIC RESISTANCE HEATING ELEMENTTO MAINTAIN 55 DEGREE TEMPERATURE IN BASEMENT PLUMBING OUTLINE SPECIFICATION: RHINO SERIES 5-STAGE 1,000,000 GAL. WHOLE HOUSE WATER FILTRATION SYSTEM WITH SIMPLY SOFT SALT -FREE WATER SOFTENER OR APPROVED EQUAL ADD/ALT3- ELECTRIC RESISTANCE HEATING ELEMENT; REF. HVAC DWG FOR SPECIFICATION; LOCATION TO BE COORDINATED WITH ARCHITECT STAM P I PROJECT 1 17029 ISSUE 08/07/18 � p,ED ARoy DRAWN TZ/AW K �(t1EL APPROVED AWK/CT c> -i N0. 50006 BOSTON MA �� SCALE 1/4" =1'-0" oy�q „c* , REV# DATE DESCRIPTION PERMIT +CONSTRUCTION SET BASEMENT PLAN Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 T/F : 800.265.3884 www.stackac.com LANDSCAPE SCOPE. SEE LANDSCAPE DRAWINGS A5.0 4 0 co m N N 0 1 22' - 3 1/4" A5.0 9' -10 3/4" 0' - 5" 10'-111/2" 0' - 6" 2 NEW MUDROOM INFILLAREAOF E-4 CASEWORK; SEE A8.4 DEMO'D WINDOW --------- iJ L ------ INCLUDE ALLOWANCE FOR NEW SURFACE I MOUNTED LIGHT FIXTURE @ MUDROOM CEILING I NEW BURIED PROPANE NEW WASHER AND DRYER (BY OWNER) TANK, LOCATION TBD MUDROOM REPLACE EX. HYDRONIC RADIATOR W/ ELECTRIC RUNTAL WALL PANEL — — RADIATOR BENEATH WINDOW 3'- 117 SF NEW INFILL WALL o \ / ° INSTALL SOHO CLOSE COUPLED T°l KITCHENIII I SHORT TOILET MODEL 60009000160 ADD/ALT 7-RELOCATE BULKHEAD POWDER RM 252 SF E-101 — TO NORTH SIDE OF HOUSE I E-3 E-1 25 S F F— — — 14' - 51/4" 0' - 41/2" F`� •I I NEW RUNTAL ( / I I COORDINATE IN -WALL LOCATIONS WALL PANEL / I I OF4X10 ERVSUPPLYAND REBUILT RISER AND RADIATOR I /� I E-2 EXHAUST DUCTS W/ ARCHITECT EXTENDED NOSING 1 _ NEW IN -WALL HEATER; A8.3 REF. HVAC DRAWINGS FOR SPEC. _ ETR RADIATOR A8.3 3 — AND COVER — — —_ , ETR BOOKSHELF -001 ETR STEP DOWN I REBUILT — — STAIR AND CLOSET; SEE I A8.3 I ( BEAM OVERHEAD • TWO NEW _3 — — — DYNAMIC 4 ------------------------------- N EW. SUN ROOM WINDOWS 2 PIVOT I I E-5 A7.2 DOOR A8.3 I I 130 Sr- LIVING ROOM 101 F:. I: I 1 F I�-I-•I I. ,I 1'4 I I "- I ' I r 1 _ l l . i. _I•' E-5 - I,- I -I -',I "I•- • I ,! •- I.1-•: ' I "I' l a= I -I "I•I -• t; 1 -• • ' I. (I I .I 1 1' 1 t f _,_ I• L' I F I .t I I - L- -• I'i 1'J I' -.•I •.I -I - I'I'� I' .I, .• i"•1- l I ..� .'I _ - I _ •_I ,'- •-:� I -'"I F -'•I•I ;r I i I -1-I.•. I•E-2 ' f "i I I. -I I „I I f, I 6 0' - 6 3/4" 10' - 51/2" FIRST FLOOR 1 /4" = 1'-0" 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAELAND MARTHA KEATING 14' - 21/4" TV ROOM 210 SF ELIMINATE 1.5" STEP UP WITH NEW FLOOR SCOPE HALL 0'-53/4" ETR RADIATOR I IL ------------------ , 104 S AND COVER F 0BULKHEAD I ' /, 11 II i I I I ------ ---- -104 y u u EI U 0'1/4" 4'- l" 0' - 61/4" 4' - 5 3/8" 4' - 5 5/8" 17' - 8" 3 A5.0 Em 14' - 51/4" ADD/ALT 7- RELOCATE BULKHEAD TO NORTH SIDE OF HOUSE A f%%0- Fll'[' Can 0' - 41/2" 14' - 21/4" UNDERCUT BASEBOARD AND NEWEL POST TO ACCEPT NEW SUBFLOOR AND FLOOR AT FRONT STAIR STAM P �,►�'I, ED A,90, L No. 50006 BOSTON 0'-6" IT ETR RADIATOR AND COVER FLOORING AND BASEBOARD SCOPE: - REMOVE AND REPLACE EX. WOOD FLOOR WITH NEW 3/4" PLYWOOD SUBFLOOR AND NEW HARDWOOD FLOOR, T&G PER FINISH PLAN - REMOVE, MODIFY, AND REINSTALL BASE MOLDING (OMITTING SHOE UPON REINSTALLATION) - UNDERCUT EXISTING BASEBOARD @ FRONT ENTRYSTAIR - ALTERNATE 1(DEDUCT) - LEAVE EXISTING WOOD FLOOR TO SERVE AS SUBFLOOR FOR NEW WIDE PLANK WOOD FLOOR FINISHES SCOPE: - UTILIZE LEAD SAFE RENOVATION PRACTICES - NEW INTERIOR PAINT THROUGHOUT, TYP.; EX. EXTERIOR PAINTTO REMAIN, TYP. - NEW EXTERIOR PAINTAT NEWAND MODIFIED EXTERIOR TRIM ENVELOPE SCOPE: - INSTALL BLOWN -IN CELLULOSE @ ALL EXTERIOR WALLS (PATCH AS REQUIRED), TYP. - INCLUDE MISC. AIR SEALING ALLOWANCE - NEW CLOSED CELL SPRAY FOAM @ EX. 1ST FLOOR DECK (R30); INCLUDE THERMAL BARRIER - NEW CLOSED CELL SPRAY FOAM (R49) @ ALL RAFTERS - NEW BLOWN IN DENSE PACK INSULATION AT GABLE END WALLS; ELIMINATE ATTIC VENTS EXTERIOR SCOPE. -ALTERNATE 7 (ADD) - RELOCATE BULKHEAD TO NORTH SIDE OF HOUSE -ALTERNATE 8 (ADD) - NEW DIPPED WHITE CEDAR SHINGLE ROOF- ENTIRE HOUSE -ALTERNATE 9 (ADD) - RE -SHINGLE ENTIRE HOUSE W/ DIPPED WHITE CEDAR SHINGLES 1 A5.0 ETR RADIATOR AND COVER 102 0 m in ti 0 0' -6" NEW CUSTOM STILE AND RAIL -- ENTRY DOOR, PTD; SIDELIGHTS TO REMAIN, PTD; REMOVE AND REINSTALL TRIM AS REQ'D PROJECT ISSUE DRAWN APPROVED SCALE REV # DATE 17029 08/07/18 TZ/AW K AW K / CT 1/4" = 1'-0" DESCRIPTION ID PERMIT +CONSTRUCTION SET LEVEL 1 FLOOR PLAN Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 A5.0 4 I; i71-77 ll ;�li 7 I _ Y NEW RUNTAL �-- --- 1'1 WALL PANEL 7I� RADIATOR �1�1®11�111�1 1 A5.0 2 - ETR ROOF AND INSULATION AT MASTER BATH NEW MASTER -BATH VANITY KOHLER K-5441-S33 61" SOLID EXPRESSIONS VANITY TOP 1 I! - KOHLER K-99537-LGSD-1WA60" POPLIN VANITY LINEN WHITE II - KOHLER K-5400-PS-0 IRON PLAINS CAST IRON SINK i! ABOVE -COUNTER INSTALLATION (EXPOSED BLACK RIM) KOHLER K-7124-A-CP DRAIN POLISHED CHROME - KOHLER K-14407-3-CP PURIST 3-HOLE FAUCET POLISHED CHROME i 1 li I I i MAS R BATH - CABINET PULL: HAFELE 124.02.320 2" EDGE PULL POLISHED BLACK 0 RELOCATE EX. 0 SF ARTCOOL UNIT I, III HIGHER ON WALL CLOSET HALL 6'-101/4" 2 2'-101/2" [ 18 20 1 }I A7.2 II 5 SF 4 SF 201 I l' I�i� L' ll li l L� - l - -- - L' I ll I1 I �� i�i �Iil II IIII � Illl �I�I.! 2 NEW TYPE 2 WINDOW IN RELOCATED OPENING (CENTERED ON INTERIOR WALL) DORMERED FULL BATHROOM SCOPE. THIS BATHROOM TO BE DEMO'D TO THE STUDS, INSPECTED FOR LEAKS, SPRAYED WITH BLEACH SOLUTION AND RE -INSULATED 0 2'- 111,0' - 41/2' 10' - 91/4" 0' - 41/2" T -1" N EW RU NTAL VLX WALL PAN E L -------------- - RADIATOR BENEATH WINDOW 1 3 3 A2.5 WALL INFILLAT DEMO'D CLOSET L ° A8.4 CLOSET 5 ' FULL BATH I MASTER NEW REBUILT STAIR I I 17 I' 30 SF BEDROOM A AND SECOND FLOOR -204 88 SF LANDING I " i -208 23 -' 1�1 -205 EXTENT OF EXPANDED 220 SF L--- - DORMER OPENING----E-20 - ------- -------- NEW BUILT-IN 202 CASEWORK, 2 RE F. A2.7 A7.2 2 SECOND FLOOR 1 /4" = V-0" NEW FRENCH - DOORS NEW MBR DECK, SEE A7.2 01- �" 4' -11/8" RENOVATIONS TO 288 SMITH NECK ROAD 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAELAND MARTHA KEATING 201 4' - 51/2" 14' - 5" NEW LAND NG 2 19 -216 -20 i 44 SF I i !BEDROOM-B-J E-2 12 175 SF DIN -211 4' - 51/2" 2'- 101/2" - - - - 0'-41/2" -'- ETR RADIATOR AND COVER i 0'- 6" 12' - 21/4" 1' - 61/2" 0' - 4 1/20' - 41/2" 3 A5.0 Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 0' - 41/2" 7' - 0 3/4" mBill 32 SFCLOSET I 1 Ifi ETR RADIATOR AND COVER i -BEDROOM -C 13 196 SF m = CLOSET I q u II u u l I II II u u i 14 II II II II I I I II II II II I 16 SF I 10' - 4 3/4" 0'- 41/2" 3' - 9" 0--6" co ti 0 1 A5.0 v- 0 UPSTAIRS BATHROOMS SCOPE: - FULL BATH -ALL NEW FIXTURES AND FINISHES;NEW TUB; ALL NEW TILE THROUGHOUT; RADIANT MAT IN FLOORING W/ T-STAT ON WALL; REPLACE FAN LIGHT - ALTERNATE 6 (ADD) - CONDITION 2ND FLOOR FULL BATHROOM BY TAPPING INTO SUPPLY TRUNK OF EX. ATTIC AHU THROUGH CEILING ENVELOPE SCOPE: - INSTALL BLOWN -IN CELLULOSE @ ALL EXTERIOR WALLS (PATCH AS REQUIRED), TYP. - INCLUDE MISC. AIR SEALING ALLOWANCE - NEW CLOSED CELL SPRAY FOAM @ EX. 1ST FLOOR DECK (R30); INCLUDE THERMAL BARRIER - NEW CLOSED CELL SPRAY FOAM (R49) @ ALL RAFTERS - NEW BLOWN IN DENSE PACK INSULATION AT GABLE END WALLS; ELIMINATE ATTIC VENTS FINISHES SCOPE. - UTILIZE FULL LEADSAFE REQUIREM ENTS - ALL DEMOLITION IS TO OCCUR IN A LEADSAFE MANNER. ALL PREP AND RE -INSTALLATION OF TRIM SHOULD OCCUR IN A LEADSAFE, DUST -FREE MANNER WITH TESTING AS REQUIRED. EXCEPT WHERE REQUIRED, WE REQUEST MINIMAL SANDING OF EXISTING TRIM. - NEW INTERIOR PAINT THROUGHOUT, TYP.; EX. EXTERIOR PAINT TO REMAIN, TYP. - SHIPLAP PLANK CATHEDRAL CEILING @ MASTER BEDROOM A EXTERIOR SCOPE -ALTERNATE 8 (ADD) - NEW DIPPED WHITE CEDAR SHINGLE ROOF- ENTIRE HOUSE -ALTERNATE 9 (ADD) - RE -SHINGLE ENTIRE HOUSE W/ DIPPED WHITE CEDAR SHINGLES T STAMP PROJECT 17029 PERM I + CONSTRUCTION RUCTION SET ISSUE 08/07/18 CD E,ED ADRAWN TZ/AWK '"'5AC KvQ-?L LEVEL 2 FLOOR PLAN 9 APPROVED AWK / CT o ' No.50006 � � B4STON MA all SCALE 1/4" =1'-0" ■�coo � iNJy oy�gt Fe , PREV# DATE DESCRIPTION 0 T/F : 800.265.3884 www.stackac.com ROOF PLAN 1 /4" = 1'-011 RENOVATIONS TO 288 SMITH NECK ROADI 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAEL AND MARTHA KEATING Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 STAMP PROJECT 17029 ISSUE 08 0718 PERMIT + CONSTRUCTION SET S -A CK,- tu DRAWN TZ/AWK APPROVED AWK/CT ROOF PLAN cs -i No. 50006 (n � BOSTON � MA SCALE 1/4" =1'-0" REV# DATE DESCRIPTION T/F : 800.265.3884 www.stackac.com I -.. f 11203 LINE OF REBUILT DORMER ABOVE (TERMINATES PARTWAY INTO CLOSET) 0'- 6" V - 51/2" 0' - 41/2" DORMER m Q u 0 �y W V Q 2'-9" DRAWER BASE LLER SECOND FLOOR FULL BATH - ENLARGED PLAN 3/4" = 1'-0" 5' - 9 1/2" FACE OF CAB 2 5 A2.5 3 4 1 A7.2 10' - 9 1/4" 2'- 51/2" I I TOILET ETR (RELO(-ATED) 3' - 0" SINK BASE i I I I ` I I w:�.: " Tl FULL BATH 17� 88 SF 2' - 61/4" L O i L_-�--J DORMER NEW LIGHTING SEE A0.3 EX. WD THRESHOLD TO REMAIN R+ RAS REQUIRED FOR NEW TILE. BATH FIXTURE SCHEDULE ITEM DESCRIPTION MANUFACTURER MODEL NOTES KOHLE K-20213-0 FINISH: WHITE' ABOVE -COUNTER INSTALLATION (EXPOSED BLACK RIM) BATH SINK BATH FAUCET x 2 REJUVENATION TOLSON WIDESPREAD LAV FINISH: POLISHED CHROME TUB SHOWER SET REJUVENATION TOLSON THERMOSTATIC FINISH: POLISHED CHROME PROVIDE ELBOW /STRAIGHT FITTING FOR RAIN -HEAD INSTALL BATH SINK DRAIN KOHLER K-7124-A-CP FINISH: POLISHED CHROME- SUPPLIER VF COMPATIBILITY TUB DRAIN KOHLER K-7271 FINISH: POLISHED CHROME TUB KOHLER K-1121 FINISH: WHITE/POLISHED CHROME; DROP -IN INSTALLATION TP HOLDER REJUVENATION TOLSON FINISH: POLISHED CHROME TOWEL BAR x 2 REJUVENATION TOLSON 30" FINISH: POLISHED CHROME L-SHOWER ROD SIGNATURE HDWR CORNER SOLID BRASS FINISH: POLISHED CHROME MIRROR RH BRISTOL30X40 FINISH: POLISHED CHROME CABINET PULL HAFELE 124.02.3202" EDGE PULL FINISH: POLISHED BLACK SEE SEE BASE SCOPE: WOOD -MODE BROOKHAVEN CONTEMPORARY FRAMELESS FLAT FRONT CABINETRY ALTERNATE ALTERNATE SEMI -TRANSPARENT FINISH NOTES NOTES ALT1: SIEMATIC SE 3003 R MATTE LACQUER ALT2: CUSTOM CONTEMPORARY FRAMELESS FLAT PANEL FLAT FRONT SEMI- TRANSPARENT FINISH 6 BATH FXTURE SCHEDULE 1 /4" = 1'-0" RENOVATIONS TO 288 SMITH NECK ROAD 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAELAND MARTHA KEATING — nrTl Ink IC IkI-rn IAIik I nn\AI nnCKI It, Ir T\/o FULL BATH ELEVATION A 3/4" = 1'-0" FULL BATH ELEVATION D 5 3/4" = 1'-0" STAM P �3/►,. itiRED ARcy� �r''�, q'\EL Tel TE�� le No 50006 Z ti g6STON /D MA Jy \� OF h ' • FULL BATH ELEVATION B 3/4" = 1'-0" 0 M FULL BATH ELEVATION C 3/4" = 1'-0" PT —� IVLVVI V II\III I J`TJ 1 AJnl. PROJECT 17029 PERMIT + CONSTRUCTION SET ISSUE 08/07/18 DRAWN TZ/AWK LEVEL 2 FULL BATH APPROVED AWK/CT SCALE As indicated REV # DATE DESCRIPTION Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 T/F : 800.265.3884 www.stackac.com O o 0 0 0 0 0 KITCHEN 22 252 SF SUN ROOD 0 130 SF FIRST FLOOR FINISH PLAN 1 /4" = 1'-0" RENOVATIONS TO 288 SMITH NECK ROAD 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAELAND MARTHA KEATING vl FINISH SCHEDULE TAG DESCRIPTION/AREA MANUFACTURER MODEL/LINE NOTES HANDSCRAPED ENTIRE FACE, HANDSCRAPED FEATURE WIDE PLANK WOOD FLOOR EDGES, FUMED, SITE FINISH W/LOBA INVISIBLE Fl (FIRST FLOOR) AND STAIR HUNT CUSTOM WOOD PRODUCTS 9 OR 10" WIDE LIVESAWN WHITE OAK POLY] 4-12' LENGTHS; MINIMIZE APPEARANCE OF CHECKS AND KNOTS; ARCHITECT REQUESTS A SAMPLE FOR APPROVAL F2 SUBFLOOR (FIRST FLOOR) 3/4" T&G PLYWOOD FLOORING UNDERLAYMENT EXTERIOR GRADE SEAL SEAMS + BUTTED EDGES AS REQ'D W1 WOOD WALL PANELING BY SUBCONTRACTOR 6" T&G POPLAR, PAINT GRADE, COLOR TBD ARCHITECT REQUESTS FINISHED SAMPLE FOR APPROVAL T3 FEATURE TILE @ MUDROOM TBD TBD TBD - HOLD ALLOWANCE CT1 STONE COUNTERTOP @ HAMPER CABINET TBD TBD TBD - HOLD ALLOWANCE POWDER RM 0 25 SF STAIN GRADE WOOD STAIR CASEWORK, SPECIES AND FINISH TO MATCH FEATURE FLOOR (Fl) Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 Fl Y Fi HALL 8: F=====min �____-�-----104-SF------, U 41 STAM P PROJECT 17029 ISSUE 08/07/18 ED ARcy� DRAWN TZ/AWK ��t(t1EL pG ` APPROVED L AWK/CT o -i Ho. 50006 BOSTON SCALE As indicated OF , [REV # DATE DESCRIPTION T/F : 800.265.3884 www.stackac.com PERMIT +CONSTRUCTION SET LEVEL 1 FINISH PLAN j SECOND FLOOR FINISH PLAN 1 /4" = l'-0" RENOVATIONS TO 288 SMITH NECK ROAD 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAELAND MARTHA KEATING SCHEDULE DESCRIPTION/AREA NOTES FINISH MANUFACTURER HUNT CUSTOM WOOD PRODUCTS BY SUBCONTRACTOR TBD MODEL/LINE TAG 9 OR 10" WIDE LIVESAWN WHITE OAK HANDSCRAPED ENTIRE FACE, HANDSCRAPED EDGES, FUMED, SITE FINISH W/LOBA INVISIBLE POLY] 4-12' LENGTHS; MINIMIZE APPEARANCE OF CHECKS AND KNOTS; ARCHITECT REQUESTS A SAMPLE FOR APPROVAL Fl FEATURE FLOORING AT STAIR 6" T&G POPLAR, PAINT GRADE, COLOR TBD ARCHITECT REQUESTS FINISHED SAMPLE FOR APPROVAL WOOD WALL PANELING W1 TBD TBD - HOLD ALLOWANCE T1 FEATURE TILE AT FULL BATH TBD TBD -HOLD ALLOWANCE T2 FEATURE TILE AT FULL BATH TBD TBD TBD - HOLD ALLOWANCE CT2 COUNTER TOP AT NEW VANITY AND BATH SHELF TBD ECOSPEC COLOR AND SHEEN TBD PT PAINTED FINISH BENJAMIN MOORE Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 T/F : 800.265.3884 www.stackac.com STAM P / RED ARCg� �' �RtEL T� A -i No. 50006 Z ? 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AIR SEALING ALLOWANCE - NEW CLOSED CELL SPRAY FOAM @ EX.1ST FLOOR DECK (R30); INCLUDE THERMAL BARRIER - NEW OPEN CELL SPRAY FOAM (R49) @ BETWEEN ALL RAFTERS AND AT GABLE END WALLS; EXISTING VENTS TO REMAIN; OMIT KITCHEN AREA STAM P PROJECT 17029 ISSUE 08/07/18 14- .EKED AR,, DRAWN TZ/AWK .EKED AR,, A C APPROVED AWK/CT c 'i No. 50006 x N BOSTON oy� MA. �J�, SCALE 1/411 = 11-011 Fqc , of r, Q REV # DATE DESCRIPTION PERMIT+CONSTRUCTION SET ENVELOPE SECTIONS Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 T/F : 800.265.3884 www.stackac.com EXISTING ROOF ASSEMBLY: ASSUMED: - 2X8 ACTUAL RAFTERS @ 24" OC - 3/4" PLYWOOD OR SKIP SHEATHING - ROOFING UNDERLAYMENT - ASPHALT SHINGLE NEW DORMER ROOFASSEMBLY: FREEDOM GRAY COPPER - #1 SPF 2X8 RAFTERS @ 16" O.C. FLASHING @ DORMER - CLOSED -CELL SPRAY -FOAM TO +/- R-49 (IECC INTERSECTION EXCEPTION R-30 REQ'D <500SF) - 5/8" ZIP SHEATHING - ICE + WATER @ EAVE -30 LB. ROOFING FELT +ASPHALT SHINGLE OR - OBDYKE CEDAR BREATHER + DIPPED CEDAR 12 SHINGLES PER ALT. 4 1 7'-23/4" 2X SIMPSON HURRICANE TIES @ EA. RAFTER END DORMER RAFTER SPAN H2.5T OR APPROVED EQ. MATCH EX. GUTTER, FASCIA, DRIP EDGE AND SOFFIT CONDITIONS NEW QORMER WALLASSEMBLY R-20+: - #1 SPF 2X4 WALL STUDS @ 16" O.C. - ENGINEERED 2X4 LUMBER @ TILE AREAS - DENSE -PACK CELLULOSE CAVITY INSUL -11/2" ZIP-R SHEATHING - OBDYKE CEDAR BREATHER - WHITE CEDAR SHINGLES (ALIGNS W/ EX. EXT. WALL BELOW) NEW DORMER CEILING ASSEMBLY IN APPROX. LOCATION OF EX. (2X6,1X STRAPPING + 1/2" MR GWB) z J W V 0 w U) z Q w J V W rle Of �� 0 w--- —_> - - -I - - DETAILED WALL SECTION REBUILT DORMER 3/411= 1'-0" EXISTING EAVE IMAGES 1211 = 1'-0" RENOVATIONS TO 288 SMITH N E 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAELAND MARTHA KEATING 12 8.61 2X 111/4" LVL HEADER @ SHED DORMER RAFTER / EX. RAFTER INTERSECTION REBUILT DORMER _ _T.P. 16' - 9 1/411 I I SECOND FLOOR FF 8' - 1011 PROVIDE SIMPSON STRAP TIES @ EACH RAFTER PAIR ILO COLLAR -TIES NEW LITTLE -HOUSE ROOF ASSEMBLY: - #1 SPF 2X8 RAFTERS @ 24" O.C. - CLOSED -CELL SPRAY -FOAM INSUL @ CAVITY TO +/-R-49 (IECC 2015 EXCEPTION R-30 MIN. REQ'D AREAS < 500SF) - 5/8" ZIP SHEATHING - ICE +WATER @ EAVE -30 LB. ROOFING FELT +ASPHALT SHINGLE TO MATCH EX. OR - OBDYKE CEDAR BREATHER+ DIPPED CEDAR SHINGGES PER ALT. #1 KNOT -FREE DOUG-FIR 2X6 RAFTER TIES (RIP TO 4" TALL TO REMOVE EASED CORNERS) INSTALL @ 1/3 HEIGHT+/- 9'-0" AFF INSTALL TIES EACH SIDE AND OMIT EVERY OTHER RAFTER ((7) 16D COMMON NAILS PER CONX.) 2X SIMPSON HURRICANE 1X4 SHIPLAP PLANK TIES @ EA. RAFTER END INSTALLED OVER TAPED H2.5T OR APPROVED EQ. 1/2" GWB PROVIDE SIMPSON TIE -PLATE BETWEEN NEW FLUSH -FRAMED HEADER AND 1 X 2" BULLNOSE TRIM n ADJACENT TOP PLATE EA. SIDE INSTALLED AROUND ENTIRE - ROOM PERIMETERATWALL/CEILING INTERSECTION (TOP OF CASEWORK) o = In SIMPSON JOIST HANGER OR BEAM ANGLE BRACKET zo FOR FLUSH -FRAME CONNECTION TO HEADER FROM EX. JOISTS (ASSUMED 2X10) PROVIDE SIMPSON TIE -PLATE BETWEEN NEW FLUSH -FRAMED HEADERAND ADJACENT TOP PLATE EA. SIDE EX. DINING ROOM CEILING (TEMPORARY SUPPORT @ ENLARGED OPENINGS DURING FLUSH -FRAMED HEADER INSTALL) DETAILED WALL SECTION - LITTLE HOUSE 3/411 = 1'-011 STAMP Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 T/F : 800.265.3884 www.stackac.com Ln 00 0 0 0 u z LL LL Of Q W ►0 0 0 0 f- 0 CL J U) MATCH EX. GUTTER, FASCIA, DRIP EDGE AND SOFFIT CONDITIONS 2X 2X6 HEADER W/ EPS SPACER NEW LITTLE HOUSE WALL ASSEMBLY R-20+: - #1 SPF 2X4 WALL STUDS @ 16" O.C. - NEW CONSTRUCTION CELLULOSE CAVITY INSUL -11/2" ZIP-R SHEATHING - OBDYKf- CEDAR BREATHER -WHITE CEDAR SHINGLES (ALIGNS W/ EX. EXT. WALL BELOW) �i ALIGN 3"X 6" ACTUAL SOLID PTD FIR INTERMEDIATE SUPPORT 8 314" ACTUAL SQUARE SOLID FIR BEAM PTD 2" THICK SOLID PTD FIR FRIEZE BOARD AND ENGAGED PILASTERS BETWEEN OPENINGS (3) 13/4" X 9 1/4" LVL HEADER @ NEW OPENING (SPANS (3) OPENINGS, INTERMEDIATE SUPPORT ON STUD/POST POCKETS) DYNAMIC WINDOWS+ DOORS STEEL-ARTE PIVOT DOOR ALIGN ED ARc L T�CT�tA o -i No. 50006 Z pD BOSTON MA Lu J� O � y�FQI n � w. � P� • NEW MASTER RAISED T.P. (NEW) 15' - 4" NEW MASTER EX. T.P. (OLD) 13' - 3 NEW MASTER EX. DH WINDOW STOOL 10'-8" — 4" SHIP'S DECK PRISM INSTALLED W/ MARINE BEDDING SEALANT — 11/2" SOLID T&G MAHOGANY DECKING W/ MARINE SPAR VARNISH CONCEALED FAST. SYSTEM NEW MASTER BR FF _ (EX.) 8' - 111 w V�CO Q DINING RM CEILI G 7'-1" 8 3/4" ACTUAL SQUARE SOLID FIR BEAM PTD 8 3/4" ACTUAL SQUARE SOLID PTD FIR POST W/ 1/2" RABBET REVEAL @ TOP CD NOTE: ALL SOLID TIMBER BEAM CONX. UTILIZE SIMPSON CONCEALED BEAM HANGER ALL BEAM TO POST CONX. END -LAG 12" TIMBERLOCK SET ALL CONX. IN BED OF MARINE -GRADE SEALANT RECLAIMED GRANITE STEPS AND — CHATHAM BLUE GRANITE PAVERS PATIO HARDSCAPE @ ENTRY CONCEALED POST -BASE uj w N in Co ftf JCLUDE ISOLATION AT EX. ADJACENT P-M- - . r IMBER SILL (CEMENT BOARD, SILLoc o� o ASKET, 4" CMU STEM WALL OR z PPROVED EQUIV)vl ,�gAZO • .;, •; ;:; PROJECT 17029 ISSUE 08/07/18 DRAWN TZ/AWK APPROVED AWK/CT SCALE As indicated REV # DATE DESCRIPTION FIRST FLOOR FF 0' A. ADJACENT GRADE @ LITTLE HOUSE z J 0 u PERMIT +CONSTRUCTION SET DETAILED WALL SECTIONS ir J ISHED :AND NEW CUSTOM STEEL BANISTER AND HANDRAIL SOLID SG WOOD TREADS W/IV MATCHING SG SOLID WOOD RISERS ALL STAIR NOSINGS TO BE MITERED W/ WALL MOULDINGS (SAME PROFILE) w 9 9/16" RUN 3'- 3" Go MITERED EDGES CONTINUOUS SG SOLID WOOD CLADDING, MATCHES STAIRS AND FEATURE FLOOR (Fl) STAIR ELEVATION A 1 /2" = 1'-0" 11' - 9 7/8" -0' - 3" CONTINUOUS SG SOLID WOOD CLADDING MITERED EDGES ALL MOULDINGS TO BE MITERED SEAM MINIMIZE APPEARANCE OF WOOD SEAMS W/ LAPPED JOINTS 0' - 3 7/8" 3' -13/4" SECTION - REBUILT STAIR FLUSH FULL OVERLAY 1/2" = 1'-0" co SG CABINET DOORS NEW STAIR AND CLOSET - ENLARGED 1 /2" = 1'-091 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAEL AND MARTHA KEATING i \ / -A \ / - SERVING ,AREA ro j N m / SG RISERS AND PANELING,TYP. \ \ ro ro STAIR NOSINGSCON- J FLUSH FULLOVERLAYSG J L HINGING TINUEDAS MOULDING CABINET DOORS CORNER CABINET ADD/ALT 13 - STAIR CASEWORK WITH SERVING AREA 1 /2" = 1 1 -0" Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 TA Can T/F : 800.265.3884 www.stackac.com STAM P NEW LANDING FF (EX.) 8' - 51/2" DINING RM CEILING 7'-1" DOORWAY BEYOND c _FIRST FLOOR FF 0' -Oil V� 3' - 71/2" SERVING AREA HINGING __1 L FIXED CORNER PANEL CABINET o ARoll 4�5�`4P,�4t1EL TGl rFt,� "-s No. 50006 Z BOSTON MA PV OF ti L BEVERAGE CENTER W/ FIXED PANEL MASTER BEDROOM, "LITTLE HOUSE" NEW MASTER BR FF (EX.) DINING RM CEILING- 7'-1" STAIR NOSING CONTINUES AS MOULDING, WRAPPING CLOSET UNDER STAIRS MITERED CORNERS SG SOLID WOOD CLAD — HIDDEN CLOSET DOOR FINGER PULL ROUTED INTO MOULDING DINING ROOM, "LITTLE HOUSE" STAIR ELEVATION B 1 /211 = 1'-0" GENERAL NOTES: 2 T STAIR LANDING, "LITTLE HOUSE" 1/2" 5 2' - 4" HALLWAY, "BIG HOUSE" SECOND FLOOR FF NEW LANDING FF (EX.) 8' - 51/2" LIVING RM CEILING 7' -11 1/411 (4) HIDDEN FLUSH DOOR HINGES 1/4" GAP AROUND DOOR 1" DOOR UNDERCUT LIVING ROOM, "BIG HOUSE" FIRST FLOOR FF i i i i i i i i DIVIDING LINE BETWEEN "BIG HOUSE" AND "LITTLE HOUSE" PROPOSED REBUILT STAIRCASE IMPROVES SAFETY OFTHE STAIR BY LESSENING ITS SLOPE THROUGHT THE ADDITION OF ONE TREAD; STAIR WINDERS ARE BROUGHT TO BASE OF STAIRCASE AND MADE MORE EQUIVALENT TO ONE ANOTHER EXISTING STAIR CHARACTERISTICS: REBUILT STAIR CHARACTERISTICS: RISE - 9 3/16" RISE - 8 7J16" RUN - 81/2" RUN - 9 9/16" IEBC 2015 INTERNATIONAL EXISTING_ BUILDING CODE. CHAPTER 4. SECTION 407.3: 407.3 STAIRWAYS. AN EXISTING STAIRWAY SHALL NOT BE REQUIRED TO COMPLYWITH THE REQUIREMENTS OFSECTION 1011 OF THE INTERNATIONAL BUILDING CODE WHERE THE EXISTING SPACE AND CONSTRUCTION DOES NOTALLOWA REDUCTION IN PITCH OR SLOPE. PROJECT 17029 ISSUE 08/07/18 D RAW N TZ/AW K APPROVED AWK/CT SCALE 1/2" =1'-011 REV # DATE DESCRIPTION PERMIT +CONSTRUCTION SET CASEWORK DETAILS -STAIRS • i • MUDROOM CASEWORK ELEVATION A 1 /211 = 1 1-0" onnnne ('I nCCT1A1/Ill ^ GTRIAf1mnr)1Al T&G PG PANELING W/ SOLID PTD FINISH, TYP. a/- vvn m kjvwn vv ni I u. vv IY, EXPRESSED WINDOW STOOL MUDROOM CASEWORK ELEVATION C 3 1/2- = 1'-0" +/-2" SCRIBE PANTRY W/ ADJUSTABLE INFILLED EXISTING BOARD, TYP. PG INTERIOR SHELVING WINDOW BEHIND . 1'-5" 1'-6" 1'-6" .. V-6" 3'-0" 1'-6" T&G PG PANELING W/ OPEN 3 SOLID PTD FINISH, TYP. CUBBIESAT TOPAND BOTTO M PG POPLAR MUDROOM CASEWORK, TYP. +/-2" SCRIBED MOULDING ATT&G PANELING V-4" NEW TOP LOADING WASHER AND FRONT LOADING DRYER, BY OWNER 2" HOOKS 3" DEEP PG FIN FOR HANGING MUDROOM CASEWORK ELEVATION B 2 1 /2" = 1'-0" FLUSH FULL OVERLAY FEATURE TILE IN PG CABINET DOORS LAUNDRYAREA 2'-3" 1 2'-3" 2'-3" 4'-1" NEW TOP LOADING WASHER AND FRONT LOADING DRYER, BY OWNER n MUDROOM CASEWORK ELEVATION D T 1/2" = 1'-0" RENOVATIONS TO 288 SMITH NECK ROAD 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAEL AND MARTHA KEATING /- 2" FIXED PANEL BROOM CLOSET W/ (1) INTERIOR SHELF FULL OVERLAY T&G PANEL DOORS FINISH PANEL FLUSH FULL OVERLAY PG HAMPER CABI N ET W/STONE COUNTERTOP REBUILT ROOF; - PITCH TO MATCH THAT OF BIG HOUSE TRIANGULAR SHELVES T&G PANELING BEHIND UPPER SHELVES' / I \ SHIP MODEL B E 4i HIPMODELA JE� i ( I PG T&G PANEL DOORS f i \ / 4" TOE KICK FLUSH PANEL MASTER BEDROOM CASEWORK ELEVATION 1 /2" = 1'-0" HANGING ROD OPEN PG SHELVING MASTER BEDROOM CASEWORK ELEVATION - CLOSET INTERIORS 1 /2" = 1'-0" IPA " K "A COO t ; 11 .......... ......... Boston: 555 East 2nd Street, 02127 T/F : 800.265.3884 Providence: 460 Harris Ave #304, 02909 www.stackac.com NEW CUSTOM HISTORIC "TYPE 2" CASEMENT WINDOW; WINDOW LOCATION ADJUSTED TO BE CENTERED IN ROOM INTEGRATED PUCK LIGHTS ABOVE SHIP MODELS F_ +/- 2" PG SCRIBE BOARD SHIP MODEL C EXISTING SHIP MODEL OVERALL VITRINE SIZES: SHIP MODEL A: CUTTY SARK: 29.5W X 21.5H SHIP MODEL B: CHARLES W. MORGAN: 27W X 23.5H SHIP MODEL C: FLYING CLOUD: 28.5W X 21H REBUILT ROOF CRICKET r-- ETR GABLED ROOF NEW PG \ WINDOW TRIM / \ FLUSH FULL OVERLAY / \ PG T&G CABINET DOORS NEW / WINDOW / STOOL / CUSHIONED BACK / \ / 26" CLOSET DEPTH, TYP. +/-2" SOLID PG PANEL BUILT-IN PG WINDOW SEAT W/ CUSTOM CUSHION CONTINUOUS 1X BULLNOSE TRIM (PG) RUNS AROUND ENTIRE PERIMETER AS TRANSITION FROM CEILING PLANKTO SIDEWALL SEE A7,2 STAMP PROJECT 17029 PERMIT + CONSTRUCTION SET ISSUE 08/07/18 '<o DRAWN TZ/AW K tTG'FCASEWORK DERAILS Q c) '� No. o. 506 9 APPROVED AWK/CT 00ZCn 0 80SiDN SCALE 1/2" =1'-011 oy��gc OF , REV# DATE DESCRIPTION/1604 EXISTING DOOR SCHEDULE ITAG I E-001 36" x 84" E-002 36" x 84" E-101 30" x 80" E-104 28" x 84" E-105 32" x 84" E-201 24" x 74" E-203 30" x 80" E-204 24" x 80" E-205 30" x 80" E-206 24" x 80" E-207 30" x 80" E-208 30" x 80" E-209 30" x 80" E-210 30" x 80" E-211 30" x 80" E-212 36" x 84" E-215 30" x 80" E-216 128" x 80" TAG 101 44" X 86" 102 36" x 84" 201 48" X 80" SIZE SIZE MFR. I DESCRIPTION PELLA PELLA ETR EXTERIOR PATIO DOOR ETR EXTERIOR PATIO DOOR N/A ETR INTERIOR DOOR N/A ETR INTERIOR DOOR N/A ETR INTERIOR DOOR N/A ETR INTERIOR DOOR N/A ETR INTERIOR DOOR N/A ETR INTERIOR DOOR N/A ETR INTERIOR DOOR N/A ETR INTERIOR DOOR N/A N/A N/A N/A N/A N/A N/A ETR INTERIOR DOOR ETR INTERIOR DOOR ETR INTERIOR DOOR ETR INTERIOR DOOR ETR INTERIOR DOOR ETR INTERIOR DOOR ETR INTERIOR DOOR MFR. DYNAMIC WINDOWS CUSTOM CUSTOM 202 130" x 80" CUSTOM HARDWARE SETS: HW SET #1 QTY ITEM 2 DESCRIPTION MANUFACTURER HINGES PER MANUF. DYNAMIC 1 DOORSTOP PER MANUF. DYNAMIC 3 SILENCER - 1 ENTRYSET MP PER MANUF. DYNAMIC HW SET #2 QTY ITEM 3 DESCRIPTION MANUFACTURER HINGES 1 FULL MORTISE BUTT W.C. VAUGHAN DOORSTOP 3 FR W.C-VAUGHAN SILENCER 2 KNOB (+ MORTISE LOCK) FR SERIES PLAIN 21/2" W.C. VAUGHAN 2 ROSE 1 CYLINDER COVER PLAIN FR W.C. VAUGHAN 1 THUMB TURN AND ROSE FR W.C. VAUGHAN 1 THUMB TURN ROSE ESC SM ROUND W.C. VAUGHAN 1 DECOR. KNOCKER RECLAIMED WC.VAUGHAN 1 SWEEP CUSTOM PROVIDED BY OWNER CUSTOM HW SET #3 QTY ITEM 6 HINGES DESCRIPTION MANUFACTURER 2 DOORSTOP CONCEALED BEARING BUTT ROCKY MOUNTAIN 6 SILENCER MAGNETIC DOORSTOP _ ROCKY MOUNTAIN 1 PATIO SET 31/2 ROUND, TRUNDLE ROCKY MOUNTAIN NEW DOOR SCHEDULE COMMENTS NIC NIC ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION ADJUST/UNDERCUTAS REQUIRED FOR NEW FLOOR AND PROPER OPERATION DESCRIPTION I HARDWARE NEW OUTSWING STEEL-ARTE PIVOT 01 DOOR NEW CUSTOM SOLID STILE AND RAIL 02 - WOOD DOOR NEW CUSTOM OUTSWING WOOD FRENCH 03 DOOR NEW CUSTOM STILE AND RAIL DOOR TO JEX. MATCH EXISTING (FOR RAISED CEILING) FINISH BRUSHED CHROME BRUSHED CHROME BRUSHED CHROME FINISH NATURAL BRASS NATURALBRASS NATURAL BRASS NATURAL BRASS NATURAL BRASS NATURAL BRASS NATURAL BRASS NATURAL BRASS COPPER FINISH WHITE BRONZE BRUSHED WHITE BRONZE BRUSHED WHITE BRONZE BRUSHED W _1 D 0 w V Ln w w V) SEE SCHEDULE I 101 STEEL PIVOT DOOR DOOR TYPES 3/8 = V_0" COMMENTS FINISH: FLUOROMAX ALUMINUM ALL PROFILES AND APPEARANCE TO MATCH ADJACENT VENTI NG PICTURE WINDOWS NEW CUSTOM STILE AND RAIL ENTRY DOOR - FRAME AND SIDELITES ETR THERMALLY BROKEN TDL, REPLICATE EXISTING WINDOW CONDITIONS, REVIEW HARDWARE/OPERATION WITH ARCH. - INCLUDE CONCEALED WOOD ROLL SCREEN RE -USE EX. HINGES AND HARDWARE STICKING PROFILE OPTION: (STILE) (OPTION B MATCH EX. SIDELITE PANEL v 00 FE710 co 0 o M N 102 0' - 4" CUSTOM STILE AND RAIL FRONT DOOR RENOVATIONS TO 288 SMITH NECK ROAD ?88 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 'REPARED FOR: MICHAEL AND MARTHA KEATING 201 CUSTOM FRENCH PATIO DOOR (MATCH EX. WINDOW COMPONENTS) Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 TAG ICOUNT WINDOW TYPE WIDTH HEIGHT EXISTING WINDOW SCHEDULE E-1 3 DOUBLE HUNG WINDOW, WOOD SASHES 3' - 0" 4' - 4" COMMENTS EXISTING HISTORIC WOOD WINDOW; RESTORE AND E-2 12 TRU-CHANNEL STORM WINDOW REINSTALL PER OUTLINE SPECIFICATIONS; DOUBLE HUNG WINDOW, WOOD SASHES 3' - 0" 5' - 0" EX F&i NEW HARVEY STING HI STORIC WOOD WINDOW, RESTORE AND REINSTALL PER OUTLINE E-3 2 DOUBLE HUNG WINDOW, ALUMINUM CLAD 3'- 0„ TRU-CHANNEL STORM WINDOW SPECIFICATIONS; F&i NEW HARVEY 3' 6" ETR CASEMENT WINDOW - DOUBLE GLAZED - BY PE E-4 1 CASEMENTWINDOWA - 3' 0" 2'_0" LLANIC E-5 7 CASEMENT WINDOW B ETR CASEMENT WINDOW - DOUBLE GLAZED BY PELLA NIC E-6 3 CASEMENT WINDOW C 41-611 ETR CASEMENT WINDOW - DOUBLE GLAZED - BY PELLA NIC E-7 2 CASEMENT WINDOW D ETR CASEMENT WINDOW - DOUBLE GLAZED - BY PE 5�_ 0„ 4' 6„ LLA NIC E-8 2 CASEMENT WINDOW E ETR CASEMENT WINDOW - DOUBLE GLAZED - BY PELLA NIC 5� _ 0�� 11_ 9„ ETR CASEMENT WINDOW -DOUBLE GLAZED - BY E-9 7 FIXED WINDOW A PELLA NIC E-10 3 FIXED WINDOW B 3 9 1 - 9" ETR FIXED WINDOW - DOUBLE GLAZED 2 - 0 1' - 21/2" ETR FIXED WINDOW - DOUBLE GLAZE- BY PELLA NIBY PELLA NIC E-11 1 FIXED WINDOW C D C 2 -1 2'- 10ETR FIXED WINDOW - DOUBLE GLAZED - BY PELLA NIC E-13 1 I2' -10" 1' - 21/2" ETR FIXED WINDOW - DOUBLE G FIXED WINDOW E LAZED - BY PELLA NIC E-14 2 FIXED WINDOW F ETR FIXED WINDOW - DOUBLE GLAZED - BY PELLA NIC E-15 1 SKYLIGHT 2 - 6,. 1' - 0il ETR �3ASEMENT WINDOW -SINGLE PA NED WOOD WINDOW 3' - 6" 3' - 6" ETR SKYLIGHT AT SUNROOM TAG I COUNT I1 2 2 4 3 12 202 CUSTOM STILE AND RAIL INTERIOR DOOR L WINDOW TYPE NEW VENTING STEEL HOPPER WINDOW NEW HISTORIC REPRODUCTION WOOD CASEMENT WINDOW NEW HISTORIC REPRODUCTION WOOD CASEMENT WINDOW e T/F : 800.265.3884 www.stackac.com EXISTING WINDOW IMAGES STAMP NWWNDOWSCHEDULE WIDTH HEIGHT COMMENTS 3 - 8 7' -1" ALL PROFILES AND HARDWARE TO MATCH CENT R PIVOT DOOR 3' - 0" 4' - 8" THERNIALLY BROKEN TDL, REPLICATE EXISTING INCLUDING HISTORIC SILL, REVIEW HARDWARE/OPERATION WITH ARCH (HW TO MATCH PATIO FRENCH DOOR). - NO STORM, INCLUDE SCREEN 2'_0„ „ 3 -3 THERMALLY BROKEN TDL, REPLICATE EXISTING INCLUDING HISTORICILL, ARCH (HW TO MATCH PATIO FRENCH DOOR). - NO STORM, INCLUDE SCREENREVIEW HARDWARE/OPERATION WITH d STORM WINDOW SCOPE: - NEW STORM WINDOWS ATALL RESTORED WINDOWS (HARVEYTRU-CHANNEL STORM WINDOW) HISTORIC WINDOW RESTORATION - OUTLINE SPECIFICATION: - WINDOW SASHES TO BE TAKEN OFF -SITE TO DE -LEAD - GLAZING TO BE REMOVED AND PRESERVED - SASH REBUILD IN AREAS OF DECAY OR DETERIORATED JOINERY - SASH MODIFICATION TO ACCEPT NEW LOWER SASH COMPRESSION WEATHERSTRIP INSERT -WEATHERSTRIPPING: INSTALL "V-SHAPE SPRING TYPE" BRONZE WEATHERSTRIPPING, FASTENED TO SASH POCKET; WM. A. KILIAN HARDWARE MODEL 124B OR APPROVED EQUAL; VERIFY SIZE AND FIT, USE COFFERED NAILS - PAINT REMOVAL (LEAD PAINT), THEN PRIME AND PAINT - REGLAZING AFTER PRIME PAINT, GLASS SET IN BED OF PUTTY - PREFINISH PRIOR TO RE -INSTALLATION - REMOVE EXISTING PULLEYAND SASH WEIGHTS; FOAM WEIGHT CAVITY WITH LOW EXPANSION FOAM - INSTALL PULLMAN TYPE R SASH BALANCE, SIZE IN COORDINATION WITH WEIGHT OF SASH - REINSTALLATION OF SALVAGED/CLEANED HARDWARE, W/REPLACEMENT HARDWARE IN AREAS WHERE MISSING, TO MATCH EXISTING -A MOCKUP OF THE FIRST RESTORED WINDOW IS REQUIRED FORARCHITECTAPPROVAL PROJECT 17029 ISSUE 08/07/18 PERMIT + CONSTRUCTION SET DRAWN TZ/AWK APPROVED AWK/CT DOOR + WINDOW SCHEDULES SCALE As indicated REV# DATE DESCRIPTION JAHU-#1 Air Handler Unit ASHP-# Air Source Heat Pump B-# I Boiler BD Backdraft Damper DCW Domestic Cold Water IDHWI Domestic Hot Water jDmW Domestic Mixed Temp Water jDH-#j Dehumidifier EF-# I Exhaust Fan ERV-# Energy Recovery Ventilator 1EXP41 Expansion Tank H-# Humidifier LLH-# Low Loss Header MD Modulating Damper MUA-# Makeup Air P-# Circulating Pump TH-# Thermostat/H u mid istat VD Volume Damper WF-# Water Feeder (GF-# for Glycol Feeder) WH-# Water Heater TYP Typical @-Z 2-wPY Motorized Valve 3-way Motorized Mixing Valve 3-way Motorized Diverting Valve Thermostatic Mixing Valve Pressure Relief Valve tZ Check Valve '-0 Isolation Ball Valve Q Manual Air Vent i Drain/Purge Connection ® Exhaust Register Z Return Register Z Supply Register Duct Riser ®— Duct Drop XX- ## XX=Supply, Return, Exhaust, Louver QQQ QQQQ=Airflow (CFM) AAXBB AA=Free Area Length (in) BB=Free Area Width (in) FS-# Floor Supply TKS-# Toe -Kick Supply WS-# Wall Supply CS-# Ceiling Supply FR-# Floor Return KR-# Toe -Kick Return WR-# Wall Return CR-# Ceiling Return FE-# Floor Exhaust WE-# Wall Exhaust CE-# Ceiling Exhaust EL-# Exhaust Louver IL-# Intake Louver LEGEND NTS 1.) THE INSTALLING CONTRACTOR SHALL EXAMINE ALL SPECIFICATIONS, DRAWINGS, AND FEATURES OF BUILDING CONSTRUCTION WHICH MAY AFFECT HIS WORK AND BE GOVERNED BY THESE SPECIFICATIONS. INCLUDING THE GENERAL CONDITIONS AND PARTICULAR INSTRUCTIONS TO ALL CONTRACTORS AND SUPPLIERS. 2.) ALL WORK SHALL BE EXECUTED AND INSPECTED IN STRICT ACCORDANCE WITH ALL LOCAL CODES AND/OR STATE CODES, LAWS, ORDINANCES, RULES AND REGULATIONS APPLICABLE TO THIS PARTICULAR CLASS OF WORK, AND EACH CONTRACTOR SHALL INCLUDE IN HIS PRICE ALL SERVICE CHARGES, FEES, PERMITS, ROYALTIES, TAXES, AND OTHER SIMILAR COSTS IN CONNECTION THEREWITH. 3.) PRIOR TO FABRICATION OF DUCTWORK, CONTRACTOR SHALL EXAMINE AND VERIFY ALL CONDITIONS ABOVE AND BELOW THE CEILING WHICH MAY INTERFERE WITH THE WORK SHOWN AND NOTIFY THE ARCHITECTS OF ANY CONFLICT ENCOUNTERED. THE CONTRACTOR SHALL PROVIDE ALL OFFSETS, ETC. WHICH MAY BE REQUIRED, WITHOUT ADDITIONAL COST TO THE OWNER. 4.) ALL SHEET METAL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH SMACNA DUCT CONSTRUCTION STANDARDS. FLEX DUCT SHALL BE LIMITED TO NO MORE THAN 10 FEET. ALL BRANCH RUN -OUTS SHALL BE EQUIPPED WITH VOLUME DAMPERS TO PROVIDE PROPER BALANCING OF THE SYSTEM. 5.) ALL DUCTSNENTS SHALL BE INSULATED TO MEET THE MASSACHUSETTS ENERGY CODES. THE DUCTS/VENTS SHALL ALSO BE SUPPORTED WITH 1" WIDE, 16 GAUGE GALVANIZED STEEL BAND, OR AN APPROVED SUPPORT SYSTEM. 6.) ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED WITH THE UTMOST CARE AND CONSIDERATION TO PREVENT ANY NOISE AND VIBRATION MIGRATION TO THE LIVING SPACE. THIS IS TO INCLUDE BUT NOT LIMITED TO ALL HEATING, COOLING AND VENTILATION EQUIPMENT AS WELL AS ASSOCIATED DUCT WORK. ALL MOVINGNIBRATING EQUIPMENT SHALL BE RESILIENTLY SUPPORTED, WHICH MAY INCLUDE ISOLATION DAMPERS. ALL RIGID DUCTS SHOULD BE INSTALLED WITH SOUND DAMPENING LINERS FOR THE FIRST 20 FEET (MINIMUM). THE GOAL FOR THE LIVING SPACE IS TO ACHIEVE A NOISE CRITERIA 25 (NC-25) RATING. 7.) ALL INTAKE AND EXHAUST TERMINATIONS SHALL BE EXECUTED IN STRICT ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE, THE STATE FUEL GAS AND PLUMBING CODE AND THE MANUFACTURER OF THE EQUIPMENT RECOMMENDATIONS. 8.) ERV AND BATH EXHAUST DUCTWORK TO BE GALVANIZED STEEL WITH FLEX DUCT ALLOWED FOR THE FIRST 6 FEET. 9.) KITCHEN VENTING EXHAUST DUCTS TO HAVE SMOOTH INTERIOR WALL AND MUST BE A MINIMUM OF 28 GAGE GALVANIZED STEEL. 10.) BOILER INTAKE AND EXHAUST VENTING BY 3"R CPVC. INTAKE AND EXHAUST TO BE PITCHED BY AT LEAST 1/4" PER FOOT BACK TO THE BOILER. 11.) METAL BACK DRAFT DAMPERS WITH NEOPRENE GASKET TO BE INCLUDED ON ALL BATH VENTS AND KITCHEN VENTS. 12.) ALL SUPPLY REGISTERS SHALL BE BASED ON AIR VELOCITIES OF 500 FPM. ALL RETURN REGISTERS SHALL BE BASED ON AIR VELOCITIES OF 400 FPM. ADEQUATE FREE AREA AT THE REGISTER SHALL BE PROVIDED TO ENSURE THESE VELOCITIES ARE MET. 13.) AIR TERMINATIONS AND LOUVERS SHALE BE SIZED AND INSTALLED TO PREVENT WATER (RAIN OR SNOW) AND INSECT INTRUSION INTO THE DUCTWORK/BUILDING. THE VELOCITY OF AIR THROUGH AN INTAKE OR EXHAUST LOUVERITERMINATION SHALL BE KEPT AT 500 FPM OR LESS. THE MATERIAL OF THE TERMINATION SHALL BE SELECTED BY THE ARCHITECT (RECOMMEND STAINLESS STEEL OR ALUMINUM). MULTIPLE INTAKES OR EXHAU ;TS CAN BE GROUPED TOGETHER WHERE ALLOWED BY CODE TO FORM A SINGLE TERMINATION FOR EACH. 14.) ALL THERMOSTATS AND HUMIDISTATS SHALL BE MOUNTED IN ACCORDANCE WITH THE AMERICAN DISABILITY ACT (ADA). THE EXACT LOCATION SHALL BE VERIFIED BY THE ARCHITECT. 15.) ALL HOT WATER PIPING SHALL BE TYPE L COPPER WITH LEAD FREE JOINTS. OXYGEN BARRIER CROSS -LINKED POLYETHYLENE (PEX AND PEX-AL-PEX) ARE ALSO ACCEPTA3LE. ALL PIPING IS TO BE INSULATED WITH POLYURETHANE OR EQUIVALENT TO PREVENT HEAT LOSS AND CONDENSATION. THE INSULATION (R-VALUE) IS TO MEET THE MASSACHUSETTS ENERGY CODES. 16.) THE BOILER SHALL BE SET WITH OUTDOOR RESET CONTROL TO ENSURE EFFICIENT OPERATION AND REDUCE SHORT CYCLING. 17.) ALL CONDENSATE DRAINS SHALL BE PITCHED AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT TO A WASTE WATER DRAIN. BOILER CONDENSATE SHALL BE NEUTRALIZED USING THE APPROPRIATE NEUTRALIZING AGENT. IF ACCESS TO A WASTE WATER DRAIN IS NOT AVAILABLE THEN A CONDENSATE PUMP SHALL BE PROVIDED BY THE CONTRACTOR, WITHOUT ANY ADDITIONAL COST TO THE OWNER. MECHANICAL NOTES NTS CREEK REVIVAL REVIVAL 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: M ICHAEL AN D MARTHA KEATI NG MECHANICAL CONTROL LOGIC NTS STAMP PROJECT 17029 PERMIT + CONSTRUCTION SET ISSUE 08/08/18 DRAWN M DW APPROVED RMT MECHANICAL. LEGEND SCALE NTS REV # DATE DESCRIPTION Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 T/F: 800.265.3884 www.stackac.com BASEMENT MECHANICAL ZONE PLAN 3/8" = 1'-011 CREEK REVIVAL REVIVAL 288 SMITH N ECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: M ICHAEL AND MARTHA KEATI NG Boston: 555 East 2nd Street, 02127 T/F: 800.265.3884 Providence: 460 Harris Ave #304, 02909 www.stackac.com STAM P ZONE PLAN LEGEND X: ZONE # T-X: THERMOSTAT TH-X: THERMOSTAT/HUMIDISTAT WTS-X: WALL TEMPERATURE SENSOR WTHS-X: WALL TEMPERATURE/HUMIDITY SENSOR FTS-X: FLOOR TEMPERATURE SENSOR (BASEMENT 21 1 710 SF N HEATING EMITTER: ADD/ALT BASEMENT HEATING COOLING EMITTER: DH ONLY PROJECT 17029 PERMIT + CONSTRUCTION SET ISSUE 1 08/08/18 DRAWN MDW BASEMENT ZONE PLAN APPROVED RMT SCALE 3/8" =1'-011 REV# DATE DESCRIPTION m 0 HEATING EMITTER: NEW RADIATOR COOLING EMITTER: N/A ZUINE�1 ® I j MWOOD,EXISTING KITCHEN - MUD M 115 SF HEATING EMITTER: NEW RADIATOR + AHU-3 1 COOLING EMITTER AHU-3 llllll� mm�7 F1 TH-2 _I HEATING EMITTER. EXISTING RADIANT AHU-) 'COOLING EMITTER: AHU-2 SUN I ROOM z 0 105 Noc MTILE,EXISTING o, , FIRST FLOOR MECHANICAL ZONE PLAN 1s/ 6 = 1 -u CREEK REVIVAL REVIVAL 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAEL AND MARTHA KEATING DINING ROOM �5 237 SF , 3 25 SF N Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 ZONE PLAN LEGEND X: ZONE # T-X: THERMOSTAT TH-X: THERMOSTAT/HUMIDISTAT WTS-X: WALL TEMPERATURE SENSOR WTHS-X: WALL TEMPERATURE/HUMIDITY SENSOR FTS-X: FLOOR TEMPERATURE SENSOR ---0-AN-E7-3 - -------- --------------- - -- ---- ----------------------------- - ------------------------------------------------ I TH-3 -� HEATING EMITTER: EXISTING RADIATOR + AHU-3 COOLING EMITTER: AHU-3 LIVING ROOM 6 337 SF COE T/F: 800.265.3884 www.stackac.com STAM P HEATING EMITTER: EXISTING RADIATOR + AHU-3 COOLING EMITTER: AHU-3 TV ROOrA 7 210 SF PROJECT ISSUE DRAWN APPROVED SCALE REV#—F DATE 17029 08/08/18 MDW RMT 3/811 = 11_011 DESCRIPTION PERMIT +CONSTRUCTION SET FIRST FLOOR ZONE PLAN X: ZONE # T-X: THERMOSTAT TH-X: THERMOSTAT/HUMIDISTAT WTS-X: WALL TEMPERATURE SENSOR WTHS-X: WALL TEMPERATURE/HUMIDITY SENSOR FTS-X: FLOOR TEMPERATURE SENSOR SECOND FLOOR MECHANICAL ZONE PLAN N 3/8" =1'-0" GREEK REVIVAL REVIVAL 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: M ICHAEL AND MARTHA KEATI NG Boston: 555 East 2nd Street, 02127 T/F: 800.265.3884 Providence: 460 Harris Ave #304, 02909 www.stackac.com STAMP PROJECT 17029 ISSUE 08/08/18 PERMIT +CONSTRUCTION SET DRAWN MDW APPROVED RMT SECOND FLOOR ZONE PLAN SCALE 3/811 REV # DATE DESCRIPTION VOLUME DAMPERS TO BE INSTALLED ON EACH DUCT BRANCH TO ENSURE PROPER BALANCING OF AIRFLOW (TYP.) , -� RAgFMFNT MECHANICAL LAYOUT 3/8" = 1'-0" CREEK REVIVAL REVIVAL 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAEL AND MARTHA KEATING R7ACK I& 'r �j on Boston: 555 East 2nd Street, 02127 T/F: 800.265.3884 Providence: 460 Harris Ave #304, 02909 www.stackac.com STAM P PROJECT 17029 ISSUE 08/08/18 DRAWN MDW APPROVED RMT SCALE 3/8" =1'-0" REV # DATE DESCRIPTION N PERMIT +CONSTRUCTION SET BASEMENT HVAC LAYOUT M?00 ASHP-1 LECTRIC WALL PANEL RADIATOR BASED ON RUNTAL EWP SERIES G ERAD-1 MUDROOM 115 S LECT IC WALL RECESSED 00 �- \ REGIS ER HEATER xx AHU-1/--E I 2 20 8 U H- - ---_ _- 2 257 SF = 25 S i YDRONIC WALL PANEL RADIATOR �1 BASED ON RUNTAL VLX SERIES (TYP.) 20X20 - C R-xx 500 1 L-HRAD-1----- LL AIR INTAKE AND EXHAUST 28X6 TO INCLUDE RAIN HOOD AND 120 120x INIMUM OF 10' SEPARATION BETWEEN FR-XX INTAKE AND EXHAUSTS TO PREVENT CROSS BIRD SCREEN (TYP.) 9X9 8X8 200 CONTAMINATION (TYP.) FIRST FLOOR MECHANICAL LAYOUT 1/0 - 1 -u CREEK REVIVAL REVIVAL 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAELAND MARTHA KEATING PROJECT 17029 ISSUE 08/08/18 DRAWN MDW APPROVED RMT SCALE 3/8" =1'-0" REV # T DATE DESCRIPTION N (D PERMIT +CONSTRUCTION SET FIRST FLOOR HVAC LAYOUT Boston: 555 East 2nd Street, 02127 T/F: 800.265.3884 Providence: 460 Harris Ave #304, 02909 www.stackac.com SECOND FLOOR MECHANICAL LAYOUT CREEK REVIVAL REVIVAL 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: M ICHAEL AND MARTHA KEATI NG N Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 con T/F: 800.265.3884 www.stackac.com STAMP PROJECT ISSUE DRAWN APPROVED SCALE REV # -DATE 17029 08/08/18 MDW RMT 3/811 = 11_011 DESCRIPTION TTIC AHU SUPPLY AND RETURN EGISTERS TO REMAIN (TYP.) PERMIT+CONSTRUCTION SET SECOND FLOOR HVAC LAYOUT M 2.2 ASH P-1 PRV PIPED TO 12' FROM FLOOR (TYP.) MECHANICAL CONCEPTUAL SCHEMATIC 1 � CREEK REVIVAL REVIVAL 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: MICHAELAND MARTHA KEATING i AHU TO BE MATCHED UP TO i CORRESPONDING ASHP. REFER TO REFRIGERANT PIPING SCHEMATIC FOR ADDITIONAL DETAILS. i i 1 i i i i I i Boston: 555 East 2nd Street, 02127 T/F: 800.265.3884 Providence: 460 Harris Ave #304, 02909 www.stackac.com AHU-2 mcp AREA SERVED: SUNROOM ZONE 2 AHU-1 Cp AREA SERVED: KITCHEN ZONE 1 PROJECT 17029 ISSUE 08/08/18 DRAWN MDW APPROVED RMT SCALE NTS REV# DATE DESCRIPTION 1 IG, LIVING, TV ROOM IATORS PERMIT+CONSTRUCTION SET CONCEPTUAL SCHEMATIC M300 AIR SOURCE HEAT PUMP SCHEDULE UNIT # TYPE SERVICE NOMINAL COOLING CAPACITY (BTUH) ELECTRICAL BASIS OF DESIGN NOTES MFR MODEL ASHP-1 I HEAT PUMP FIRST FLOOR 60,000 208/230 VAC, 60 Hz, MCA 36 MITSUBISHI ELECTRIC PUMY—P60NKMUl TO BE PAIRED WITH AHU-1, 2, 3 NOTES: — PROVIDE CONDENSATE DRAIN/PUMP FOR EACH INDOOR UNIT — UNIT TO BE MOUNTED OFF THE GROUND WITH VIBRATION ISOLATION BASED ON THE QUICK —SLING QSMS1202 PRODUCT OR APPROVED EQUAL — OUTDOOR REFRIGERANT LINESET TO BE WRAPPED IN UV RESISTANT, FIRE RATED, AND ANTI —MICROBIAL INSULATION PROTECTION BASED ON AIREX—FLEX GUARD OR EQUAL — REFRIGERANT LINESET PENETRATION THROUGH BUILDING EXTERIOR SEALED BY AIREX TITAN FS OR SS MODEL SERIES DEPENDING ON WALL CONSTRUCTION — OUTDOOR HEAT PUMPS TO BE LOCATED WITH PROPER CLEARANCES AND MUST PREVENT RE —CIRCULATION OF AIR. COORDINATE WITH MANUFACTURER AND ARCHITECT AIR HANDLER SCHEDULE UNIT # TYPE SERVICE NOMINAL COOLING CAPACITY (BTUH) BLOWER ELECTRICAL BASIS OF DESIGN NOTES MFR MODEL AHU-1 MINI —SPLIT HEAT/COOL 18,000 ECM 208/230 VAC, 60 Hz, 1 Phase, 0.77 FLA MITSUBISHI ELECTRIC PEFY—P18NMAU CEILING CONCEALED AHU-2 MINI —SPLIT HEAT/COOL 18,000 ECM 208/230 VAC, 60 Hz, 1 Phase, 0.40 FLA MITSUBISHI ELECTRIC PLFY—P18NFMU CEILING RECESSED AHU-3 MINI —SPLIT HEAT/COOL 48,000 ECM 208/230 VAC, 60 Hz, 1 Phase, 5.63 MCA MITSUBISHI ELECTRIC PVFY—P18NAMU VERTICAL NOTES: — ALL DUCTWORK TO BE INCLUDED WITH 1/2" ACOUSTICAL DUCT LINER TO MEDIATE NOISE AND VIBRATION FOR FIRST 15 FEET — ALL AIR HANDLERS TO BE INCLUDED WITH AIR FILTRATION (PROGRESSIVE MEDIA FILTERS, MIN MERV 8, MAX MERV 11 RATING) — PRICING OPTION SHALL BE INCLUDED FOR EACH SYSTEM TO BE REMOTELY MONITORED — AIR HANDLERS TO BE INCLUDED SECONDARY DRAIN PANS AS WELL AS WATER BUG SENSORS TO SHUT DOWN THE CORRESPONDING EQUIPMENT AND NOTIFY HOMEOWNER IN EVENT OF A WATER LEAK — ALL AIR HANDLERS TO BE INSTALLED WITH VIBRATION ISOLATION (RESILIENTLY SUPPORTED) TO MINIMIZE SOUND AND VIBRATION INTO THE SPACE UNIT HEATER SCHEDULE UNIT # DELIVERY TYPE AREA SERVED HEATING CAPACITY (kW) HEATING CAPACITY (BTUH) ELECTRICAL BASIS OF DESIGN NOTES MFR MODEL UH-1 HORIZONTAL BASEMENT 3 10,200 208 VAC, 60Hz, 1—ph MODINE HER 30 UH-2 WALL PANEL POWDER 0.5 1,710 120 VAC, 4.2 FLA CADET RMC151W RECESSED IN WALL NOTES: — UNIT HEATER INSTALLED WITH FACTORY PROVIDED THERMOSTAT AND OVERHEAT CONTROLLER ELECTRIC RADIATOR SCHEDULE UNIT # TYPE AREA SERVED WATT OUTPUT HEAT OUTPUT LENGTH BASIS OF DESIGN (BTUH) (IN) ELECTRICAL MFR MODEL ERAD-1 I WALL PANEL MUDROOM 880 3,000 36 120 VAC, 7.3 FLA RUNTAL EWP-6-120D NOTES: — RADIATOR INSTALLED WITH FACTORY PROVIDED THERMOSTAT AND OVERHEAT CONTROLLER NOTES UNIT # TYPE AREA SERVED HEATING CAPACITY (BTUH/FT) HYDRONIC RADIATOR SCHEDULE WATER SUPPLY TEMP LENGTH ACTUAL HEAT OUTPUT WATER FLOWRATE PRESSURE DROP (DEG F) (FT) (BTUH) (GPM) (FT) BASIS OF DESIGN NOTES MFR MODEL HRAD-1 WALL PANEL DINING 1,890 160 6 8,845 5,900 2,900 0.88 0.09 RUNTAL VLX 63/56 HRAD-2 WALL PANEL MASTER BED 1,890 160 4 0.59 0.07 RUNTAL VLX 63/56 HRAD-3 WALL PANEL MASTER BATH 1,890 160 2 0.29 0.02 RUNTAL VLX 63/56 NOTES: — ALL HYDRONIC RADIATORS SHALL INCLUDE FINS TO INCREASE HEAT OUTPUT BOILER SCHEDULE UNIT # APE FUELMIN INPUT MAX INPUT IMAX PRESSURE (BTUH) (BTUH) (PSI) ELECTRICAL DIRECT VENT B-1 MODULATING CONDENSING LP 19,000 125,000 30 120/230 VAC, 6OHz, G12 AMP I YES, CPVC ,TES: PROVIDE CONDENSATE DRAIN/PUMP FOR EACH INDOOR UNIT STORAGE TANK SCHEDULE SERVICE TYPE VOLUME MAX TANK TYPE PRESSURE MAX FLUID TEMP SURFACE AREA WEIGHT SIZE, HxDIA UNIT # (GAL) (7) (SQ.FT) ELECTRICAL (LBS) (IN) ASME RATED (PSIG) WH-1 DHW INDIRECT 50 316 L SS 150 180 8.2 N/A 110 1 54X24 NO NOTES: — DHW TANKS TO BE PROVIDED WITH DRAIN PAN PIPED TO DRAIN — DOMESTIC HOT WATER TANKS TO BE PROVIDED WITH VACUUM BREAKER AND PRESSURE RELIEF VALVE PIPED TO DRAIN AS REQUIRED BY CODE — WATER BUG SENSORS TO BE INSTALLED IN DRAIN PANS TO SHUT DOWN THE CORRESPONDING EQUIPMENT AND NOTIFY HOMEOWNER IN EVENT OF A WATER LEAK BASIS OF DESIGN MFR MODEL VIESSMAN 200—W 62HA 35 BASIS OF DESIGN MFR MODEL HEAT FLO HF-50 NOTES Ri11:10! ELECTRIC RADIANT SCHEDULE UNIT # SERVICE AREA (SQ.FT) POWER OUTPUT (W/SQ.FT) TOTAL POWER (WATTS) HEAT OUTPUT (BTUH) ELECTRICAL BASIS OF DESIGN NOTES MFR MODEL TILE KIDS BATH (ZONE 6) 86 12 1,021 3,480 120 VAC NUHEAT CABLE MEMBRANE NOTES: — EACH RADIANT ZONE TO INCLUDE FLOOR SENSOR AND WALL RECESSED SENSOR TO COMMUNICATE WITH PROGRAMMABLE THERMOSTAT. — BASIS OF DESIGN IS THE NUHEAT SIGNATURE THERMOSTAT MECHANICAL EQUIPMENT SCHEDULE CREEK REVIVAL REVIVAL 288 SMITH NECK ROAD, SOUTH DARTMOUTH, MA 02748 PREPARED FOR: M ICHAEL AN D MARTHA KEATI NG Boston: 555 East 2nd Street, 02127 Providence: 460 Harris Ave #304, 02909 HEATING AND COOLING ZONES FLOOR ZONE # AREA SERVED UNIT # HEATING EMITTER COOLING EMITTER MANUFACTURER (AS STANDARD) NOTES FIRST FLOOR 1 KITCHEN, MUDROOM, POWDER TH-1 AHU-1/ERAD-1/ERAD-2 AHU-1 MITSUBISHI CITY MULTY, RUNTAL, CADET FIRST FLOOR 2 SUNROOM TH-2 AHU-2 AHU-2 MITSUBISHI CITY MULTY FIRST FLOOR 3 LIVING, DINING, TV TH-3 AHU-3/HRAD-2 AHU-3 MITSUBISHI CITY MULTY, RUNTAL SECOND FLOOR 4 MASTER SUITE TH-4 EX. AHU/HRAD-2/HRAD-3 EX. AHU EXISTING LG WALL MOUNT, RUNTAL SECOND FLOOR 5 BEDROOMS TH-5 EX. AHU/EX. RAD EX. AHU EXISTING MITSUBISHI M—SERIES SECOND FLOOR 6 KIDS BATH FTS-6, WTS-6 ELECTRIC RADIANT — NUHEAT SIGNATURE BASEMENT 7 BASEMENT T-7 UH-1 — MODINE NOTES: — FINAL THERMOSTAT LOCATIONS TO BE DETERMINED BY ARCHITECT - EACH HUMIDIFIER TO BE PROVIDED WITH MANUFACTURER PROVIDED STANDALONE HUMIDITY CONTROLLER, HI LIMIT AND AIR PROVING SWITCH (DIGITAL DUCT HUMIDISTAT PACKAGE) — EACH DEHUMIDIFIER TO BE PROVIDED WITH MANUFACTURER PROVIDED STANDALONE HUMIDITY CONTROLLER — ALL HUMIDIFIERS AND DEHUMIDIFIERS TO BE CONTROLLED BY MANUFACTURER PROVIDED DUCT MOUNTED HUMIDISTATS (AND HIGH LIMIT/AIR PROVING SWITCHES). ALL HUMIDITY SENSORS TO BE RETURN DUCT, AS CLOSE TO THE RETURN REGISTER AS POSSIBLE. LOCATED ON THE — PROVIDE CN24 RELAY KIT TO ENABLE CORRESPONDING AIR HANDLER FAN ON A CALL FOR DEHUMIDIFICATION OR HUMIDIFICATION — ALL THERMOSTATS TO BE PROVIDED WITH WI—FI COMMUNICATION FOR REMOTE MONITORING. SYSTEM SHALL BE ABLE TO BE CONTROLLED BY AN APP THROUGH SMART DEVICE (PHONE, TABLET, COMPUTER). VENTILATION SCHEDULE UNIT # TYPE AIRFLOW (CFM) STATIC PRESSURE ELECTRICAL BASIS OF DESIGN (IN W.G.) MFR MODEL ERV-1 ENERGY RECOVERY VENTILATOR 120 0.40 120 VAC, 1—PHASE, 60Hz, 1.3 FLA RENEWAIRE EV-130 NOTES: — ALL FINAL FAN SIZES MUST BE VERIFIED BASED ON FINAL DUCT ROUTING — ERV UNITS TO BE PROVIDED WITH PTL (PERCENTAGE TIMER CONTROL) AND LIGHT SNATCH CONTROL WITH DELAY BREAK TIMER TO CONTINUE TO VENTILATE FOR 20 MINUTES AFTER LIGHT TURNED OFF. — ALL FANS TO BE INSTALLED WITH VIBRATION ISOLATION (RESILIENTLY SUPPORTED) TO MINIMIZE SOUND AND VIBRATION INTO THE SPACE. (D 00 T/F: 800.265.3884 www.stackac.com STAMP PROJECT ISSUE DRAWN APPROVED SCALE REV # DATE NOTES 17029 PERMIT + CONSTRUCTION SET 08/08/18 W MDMECHANICAL SCHEDULE RMT NTS DESCRIPTION