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0023 CAMMETT ROAD - PLANS
t ABBREVIATIONS MATERIALS PROJECT: LIMITED GROUP RESIDENCE replace PWD plywood LOT 2 9 CAM M ET ROAD �. AFF - above finish floor FS firestoPPin9 PVC polyvinyl chloride ` EARTH/COMPACT FILL i ACT acoustical tale F fixed PAF powder actuated ADH adhesive FV flashed valley fastener MARSTONS MILLS, MA ADJ adjacent FLG flashing PFB prefabricated POROUS FILL/GRAVEL z ADJT adjustable FLR floor, flooring QT quarry theRMP7 W ALT alternate ( ing) FD floor drain RST rabbet A AL aluminum FFR flush frame (ed) RAD radius ' H _ ': '..•%o' '.•w. CONCRETE ANC anchor FSS foam sill sealer RAF rafter (s ) x P •AB anchor bolt ETG footing RL rail ( ing) u U N -- O N 4 . ANOD anodized FND foundation RLD rain leader U I rn APPL appliance FR frame in REF reference CONCRETE MASONRY UNITS pP (s) ( ing) EH-I r- M APX approximate FUR furring R E I N F reinforcing (ment) � 0 ARCH architect GA gage, gauge RC red cedar WOOD FRAME II I OWNER. THE ASBO as selected by owner GAR garage REQ required (s ) MAY INSTITUTE � ASPH asphalt GV galvanized RES resilient i BAF baffle GL glass RET retaining FINISH WOOD CHATHAM MA O BET between G&N glue & nail REV reversed ■ F1 q r- FC cn BEV bevel (ed) GB grab bar RV ridge vent r- N a a BSMT basement GR grade R riser . SHEATHING 91-193 M H H BRG bearing GPDW gypsum dry wall RF roof (ing) ' BEL below HGR hanger ( s) RD roof drain � Ei W BEY beyond HBD hardboard RM room En Z PLASTIC BOARD INSULATION �/ E-1 2 O 'Q 7 BIT bituminous HDW hardware RO rough opening 1 AR H H E-1 BLKG blocking HDR header RS rough sawn 'BRKT bracket HVAC heating/ventilating/ RB rubberHwmw(yl Aq fs7 M , a BD � board air conditioning SCH schedule FIBERGLASS BATT INSULATION BS both sides HT height SNT sealant N1a4t26 --� ^ 60T bottom HR hip rafer SG select grade ,.. .• ::;: : ar► DWKn , °"- GYPSUM WALL BOARD • --- - BRDG bridging HC hollow core SHTH sheathing ARCHITECT: FERRAGAMO - • A.E. A.I.A. ' BLDG building HM hollow metal SHIN shingle (s) / CH capped hip HOR horizontal SIM similar 478 ROUTE 6A E.SANDWICH, MA. (508)888-0869 CI cast iron HB hose bib SKL skylight 11/6191 d CR capped ridge IF inside face SL slope (d) CPT carpet INS interior SF smooth face DIMENSIONING PROJECT LOCATION DIAGRAM CB catch basin INS -insulation 54S smooth four sides A CLG ceiling JT, joint SC solid core CT ceramic tile J joist SP soundproof CHNL channel LV -lapped valley SST stainless steel RtAt �,_ a, ' r TiMARSTONS CBD cla board L length, long STD standardq� "e>CLR clear (ance) 1EV level ST steel 12 —$ "eeACL closet LT light STOR storage { 5 - � i " zu � Y`' r' •, .}t .,f— /. ,MILLS MFR manufacturer STR structure al COL column ( ) vat �""L_ - MO masonr opening SUBS substrate l CENTERLINE` COMP compacted Y P 9 OF PARTITION rs and D .• d `' ,~\\ s ' �)_ y - \ ' ` v4' MAX maximum SUS suspended CMPT component (s ) P CONC concrete MMB membrane SYS system a ��, sf �..,,. 7 `•��_ r CO concrete opening MET metal TEMP tempered I e P g � P° SITE MIN minimum THK thick ness N N ` �; .• �l► F CMU concrete masonry unit ( ) �� M Q ` CONN connection MB moisture barrier THR threshold et t.. �/ S' ;T • t -0 �._"i"'W". �Q B. .-_`` .•Iw.� _ .t9 Lier ti ,f f_ _�`("'.� \� CONST construction R moisture resistant TPTN toilet partition ,t_,_ Q' / z t r� � I MIL *�� ' C NT continuous moulding T&G tongue & groove CENTERLINE � 2 �'•onj�3� � ' "•(-'� `` - 4 ` � '4 0 c o i n u o s 9 9 6 - OF DOOR P ' MT mount ed TW to weather ,AT CJT_ control joint ( ) os CRS course ( s) N north T tread , •: . / ® r P NCH noncombustible hearth TYP typical D damPProofing P Fo r � �. _ ,; �,. ,. / r .� e� �:. `• � DET detail NIC not in contract UDLMT vnderlayment DB doubleNTS not to scale VAL valley s<N��l ?` G (T vA / /,• .F ON down OC on center (s) VR valley rafter ' DS downspout OPG o enin VB vapor barrier P P 9 P CENTERLINE , . DWG drawingOF outside face VERT vertical O OF WINDOW ROOM NAME z EA each OH overhang YIN vinyl 1"; Z A 13PINE EF each face OHD overhead door VWC vinyl wallcovering O ``~_ i �r .\ .+ �'pti'DFTH BAY � � P N T e ° 9M CC c .i; �. ; n dl EW each way paint ( _d) WFBD waferboard I O PSorvS, RD: �� COTU m, ELEC electrical PNL panel _WP waterproof ( ing) P�. qs BF . s I� � ���.�;. ARYS EL i PAR . . ara11eI WS weatherstripping elevation P ENG engineer PERF perforated WWF welded wire fabric g .. EQ equal PERP perpendicular WA where applicable • ,1'T ��'*,• c� S �-.�y / •:+ J 5�,. v i i - -a, Ib y f EXG exIstIn PJF re' FACE OF STUD g preformed joint filler WC white cedar XP PM pressed metal W wide width E exposed (ure) P •' ' , 1 _ -- EXT exterior PRTD pressure treated WIN window 5 —O ea. ,�i>; ( W � 1 �.:,, <; '�'•`j�� •�•r l".>r =_ ,v,)5� �� x: _.. .. .. - -.t � -•f it a•. Po' n.K:a`Y- a: r 4 _�C.a J,'YSZ f' ,r ^d'� � !v//L r. EXTN - extension PTN partition (s) WD wood � - R 1 z w or�rr urr -•r �{ - FAB fabricated PVMT pavement WPT working point °a° �0.� � � � •�",,,;�5•� � � D � -,- � ,. � "o,a,r �' s'-'.. FGL fiberglass PLAS plaster II �,•`��+ ( ti N 'FWA face wall above PLAM plastic laminate - , .. - .. SOINNA /l, o NSUK: ,iyts -- - , '- '. • .. CRapG FIN 'Finish (e d) P L p 1 a t e DrgEq sLANo - his o . .. _ : t1,' /�'` '•Sj[i RO � Itr..Ca✓ .. r (q \� •�;. - � y � '.lor _ RrFR c v. a y r y e L r v� �4, R Rtl� .R> '�' �- h, " wuNNo b• 4 � `F 4t, z •F.• � SYMBOLS - • LIST OF DRAWINGS ��.`r•m* �J .. p _ o: _ j!SLANG DE4D COVER SHEET/GENERAL INFORMATION NEC • C BUILDING SECTION G1 OUTLINE SPECIFICATIONS r. , N SITE NORTH A_fl REFERENCE DRAWING NUMBER G2 OUTLINE SPECIFICATIONS BUILDING CODE REFERENCES DETAIL 91-037 SITE AND SEPTIC SYSTEM PLAN E� REFERENCE DRAWING NUMBER A-1 SHEET 1 OF 1 N BUILDING NORTH INDICATES SECTION NUMBER " Al FLOOR PLAN NEW BUILDING DESIGN DATA = 1-story with direct access/egress to grade _ LEVEL LINE ROOF PLAN AND DETAILS -- A2 BUILDING SECTIONS AND DETAILS Gross Floor Area = 2,384 sf.. CONTROL POINT OR DATUM C B A3 BUILDING DETAILS Gross Basement Floor �. A-3 INDICATES DRAWING SHEET ON A-3 Area 2,384 sf.. F—WHICH SECTION IS SHOW N—j A4 EXTERIOR ELEVATIONS DASH AND DOT WINDOW SCHEDULE AND DETAILS Gross Building Height = 20'-0" + Finish grade CENTER LINES, PROJECTIONS, EXT. ELEVATION LINES HEADER SCHEDULE to ridge T A5 EXTERIOR ELEVATIONS 3 DOOR SCHEDULE AND DETAILS DASH AND DOUBLE DOT LINE _ _ A-t A-5 USE GROUP CLASSIFICATION = R-5 Residential PROPERTY LINES, BOUNDARY LINES tt A6 KITCHEN SCHEDULES, ELEVATIONS AND DETAILS ACCESSORY AND APPLIANCE SCHEDULES (Section 309.0) (Architect s Note: Special Use Group DOTTED LINE _ _ A-3 FINISH CARPENTRY AND ROOM FINISH SCHEDULES Classification applies under Section 636.0 HIDDEN, FUTURE OR EXISTING CONSf TO 8E REMOVED SECTION LINES AND SECTION REFERENCES Limited Group Residence) W S1 FOUNDATION PLAN AND DETAILS BREAK LINE INDICATES DETAIL NUMBER S2 FLOOR FRAMING DIAGRAM AND DETAILS CONSTRUCTION CLASSIFICATION = Type 5A, Protect Frame �� S3 ROOF FRAMING DIAGRAM (Section 406.0 and Table 401) TO BREAK OF PARTS OF DRAWING g g TRUSS TYPES AND CRITERIA (Architect's Note: Residential Automatic Fire p A-8 A-4 Suppression System. shall be installed. ) P1 PLUMBING FIXTURE DIAGRAM O WINDOW TYPE PLUMBING FIXTURE SCHEDULE INDICATES DRAWING SHEET ON OUTLINE PLUMBING SPECIFICATIONS NUMBER OF OCCUPANTS 6 Residents WHICH DETAIL IS SHOWN E1 ELECTRICAL FIXTURE DIAGRAM FIRE PROTECTION SYSTEM a Automatic Fire Suppression System shall be O2 DOOR TYPE DETAIL REFERENCES ELECTRICAL FIXTURE SCHEDULE installed in accordance with applicable OUTLINE ELECTRICAL SPECIFICATIONS provisions of Article 12 and NFPA Standard 13D. Automatic Fire Alarm System monitored by a U.L. O CABINET NUMBER Certified Alarm Station shall be installed. 2 V INTERIOR ELEVATION NUMBER APPLIANCE NUMBER 3 A6 1 DWG SHEET NUMBER 4 P5 PLUMBING FIXTURE NUMBER r/ `61 .ACCESSORY NUMBER } p -A, FOAM SILL SEALER I` 14� S �,';,The,wr. tten Out ne ' pecifications� information 'contained fn these columns on these' Deawings SITE CLEARING ' CONCRETE ��.ROUGH CARPENTRY c6mpi ementi th drawn information Drawings. Contractor shall al 0 e contained on'.:al 1 these 1. Rough Carpentry 'shal I be as indicated on all these Drawings and specified herein and work shall be as indicated on all these Drawings and specified herein. 1. Site clearing shall be as indicated on all these Drawings and shall Include remov f I. All Concrete �1. Foam sill sealer shall be as indicated on ail these drawings �and "specified li�rein.'and shall include; generally, all structural' and nonitructural wood framing, sheathi ng, �',throu4hly-.faimiliarfze himtelf.with all re�uirements and Information contained herein and trees and other vegetation, clearing and grubbing, topsoil stripping and stockpiling �V -properly,coordinate all these Drawings and Outline Specifications to produce the ':proper blocking, furring, fi restoppi ng, electric panel backerbo'ard, exterior stairs, railings shall be manufactured by, or1equal,to, Dow Chemical U.S.A.''"Ethafoam 221 andinstalled and protection of trees �and other vegetation to remain. Generally, clearing shall be 2. Concrete shall be "Ready Mix" type complying with ACI 30 1 and 318, and ASTM C-94' results 'complete the -Contract Work required throughout this project. In accordance with the manufacturer's recommendations. performed within 10' of other Contract Work; prior to beginning clearing work meet with. ��.references, and the following: Cement shall be Type 11 complying with ASTM C- and decks, rough stairs, exterior trim, casing and soffits. and all other carpentry work 150 not specified elsewhere and which is generally not exposed to view. Lumber products the Architect at the site to determine the exact extent of this work. reference; Air Content shall be 4% + 1%; Strength shall be 3,000 psi at 28 days; Slump Pl EXTERIOR AND INTERIOR SEALANT AND CAULKING shall be 3" to 5"; Aggregate shall be 3/4" diameter. Concrete used for floor slabs shall comply with applicable PS20 reference' specifications. ywood products shall -GENERAL REQUIREMENTS shall contain "Fibermesh" fiber reinforcing, 1-112 lbs th ap rd comply wi plicable PSI and,APA Performance Standa reference specifications. n attached to the Construction Contract. 2. Remove trees, vegetation, rocks or other obstructions interfering with new construction per cubic yard of concrete. General"RequiremOnts for this Project have bee 1. Sealant and caulking shall be as Indicated on all these Drawings and s ecified here n, p these Requirements prior to proceeding Pressure treated lumber and plywood shall be ".40 Wolmanized Pressure-Treated Lumber" contractor shall be thoroughly,familiar with and clear and grub stumps, roots and other debris within areas disturbed during Contract and shall be vinyl adhesive compound manufactured by, or-equal to Glouscesier� Co.-Inc., with manufacturer's stamp and AWPB Quality Mark and kiln-dried to a maximum moisture with any construction Work. Work. 3. Reinforcing bars, if indicated, shall be deformed steel rod, Grade 40, complying with chitect where exposed to'view. "Phenoseal" for gun application, color as selected by,Ar ASTM A-615 reference. Mesh reinforcing, if indicated, shall be welded steel wire content,of 19%. Coat cut surfaces of treated wood with a brush applied flood coat of carpentry shall comply with Article 34 of the If product is not approved by the manufacturer for application, requi red or spe6ifi-ed, fabric complying with ASTM-185 reference. Anchor bolts washersand nutsshall be low proper liquid . preservative. Rough Massachusetts Building Code; particular attention is hereby directed to Table 3403-2 notify the Architect immediately and substitute as directed. - Install sealant 'in, TS 3. Strip good topsoil and stockpile for Owner's use on site as directed by the Architect. carbon steel, Grade A, complying with ASTM A-307 reference. Sizes for the above items SUPPLEMENTARY,GENERAL,*REQUIREMEN accordance with the manufacturer's recommendations and as follows: Properly clean, I.' -,The-Contractor's Contract Work and responsibility shall include all labor, materials, shall be as indicated. Provide all spacers, chairs, bolsters and other devices Fastener Schedule and Section 3403.2.7 Firestopping. and bond breakers prime and otherwise prepare alljoi nt surfaces and provide backer rods roject 4. Remove trees, stumps, roots, rocks and other waste material from Owner's property; tool s e its and services required for the proper completion of the p required for proper installation of the above items. ,equipment, P rm where required; Caulk and seal all joints wherever required to provide a tight, Al 1 these Drawings and s dicated on the 2. Keep rough carpentry materials dry at all times, protect against exposure to weather, and pecified' herein and in accordance with burning shall not be permitted. waterproof barrier throughout the entire building- Construction Contract. ctor shall agree and warrant that 4. Formwork shall be constructed from smooth faced, undamaged panels in sizes to minimize stack so asto provideadequate cl rculation. By beginning work the Contra -placed 11 these Drawings, specifications schedules, site number of joints and thickness to prevent distorting from pressure of newly ' he' has complete, familiarity with a 6nditions and all applicable Codes, Zoning Bylaws, Regulations and concrete. Formwork shall be installed plumb, level and true', with' tight Joints, to 3. Lumber shall be factory-marked, S4S dressed, and kiln-dried to 19% maximum moisture nd utility c ,,a SIDEWALL FLASHING reference specifications, and shall comply with same. provide final dimensions, shapes, locations and elevations in finished concrete as content. Nomi nal sizes are indicated, unless noted otherwise, by detail drawing EARTHWORK indicated. Formwork shall be coated with a release agent that will not bond with, dimensions. Framing less than 6" wide shall be "Stud Grade" for stud framing and No. 2 fied herein, in, ndicated on 611'these Drawings And spe6i 1. Earthwork shall be as indicated on all these Drawings and specified herein, or as 1. Sidewall flashing shall be as I 2.,,' -All work shall comply with applicable sections of the Massachusetts State Building Code, stain, nor adversely affect concrete surfaces. Formwork shall be secured with factory Grade" for other light framing of any approved species with minimum Fb'=600 and otherwise may be required, and shall include, generally; the complete excavation, widths and lengths required for proper installation, and shall 'be .025",minimum thick Zoning Bylaws. Procure all 000 for "No. 2 Grade.' and related ate Codes,. Local ' Codes, Ordinances and fabricated metal form ties that will not leave exposed ends after formwork removal; form "E"=1,100,000 for "Stud Grade" and "Fb"-1,000 and "E"=1,200, St filling, compacting and final rough grading required to accommodate the Contract Work. aluminum roll or preformed shapes, as required. Form and fit all flashing accurately s, inspec es and Regulations tie openings or ends shall be filled with nonshrinking waterproof grout. Formwork Framing 6" and wider shall be "No. 2 Grade" of any approved species with minimum tions And approvals'required by the St 4 permit ty servic�s used by others; notify appropriate Municipal, -to install wherever, Do not interrupt existing utili with true, sharp lines and angles,. using concealed fasteners and include cost of same'in the Contract,Price. installation sha "Fb"=1,000 and "E"=1,200,000. required to provide a tight, waterproof barrier throughout the enti re building Departments and Public Utilities of any Contract Work that may affect their services. requirements of the finished concrete work, and shall accommodate the requirements of, Bohrds for exterior casings and trimwo faced Eastern Pine. "D" Select, -required. s specified on all these Drawings; Contr r shall exterior. Bed flashing In sealant bead and seal fasteners, where acto 1 not be removed until the placed concrete can support 3_'�All 'products and materials shall be a Formwork shal S4S, Kiln-dried to 19% maximum moisture content with fine, close grain and only a limited 2. Fill and backfill materials shall consist of natural or artificially well-graded not- ubstitute any items or methods without first obtai p its own weight wit number of sound, tight knots. Install all exterior casings and other trim work on 15-lb. s mixture of natural ve not been specified by the Where spec if I c items or methods ha Architect, but are -1 asphalt felt spline strips on top of Tyvek underlayment paper' bearing capacity and drainage properties and is free of clay, rocks or gravel arger I !d for, the pro er.completion of the C rovide 5. Before placing concrete, inspect completed formwork installation and coordinate with ROOF VENTILATION p requ rc er deleterious ma er, debris, vegetable, or oth ame for Architect's the sL�pport or attachment of other work, or cantstri ps ,same and select an appropriate manufacturer or method and submit s other trades to permit installation of their work. Concrete shall be placed in 5. Boa�ds and lumber required for hall be locking, furring, ledgers, backerboards, and similar members shall be, 1. e as.indicated on all these Drawings and specified herein, and shall, approval prior to' installation. All products. used in the Contract Work s accordance with ACI 304 reference and the following. Concrete shall be placed ctors be manufactured by, or equal to, Cor-A-Vent, Inc..."Model V-400", with all'conne acc close to it produced,by companies regularly engaged in the manufacture of such items and eptable provided in sizes, shapes and species required for proper performance. per installation in accordance with the grades, and cross-sections required to accommodate the Contract Work indicated and to the' Architect.' hardened concrete wit"ut Architect's approval; Prevent segregation of component full bed of Black shall be large enough to allow for formwork, installation of utility services, manufacturer's r ollows: Set ridge vent in materials during placing; Placed concrete shall be consolidated throughout formwork, 6. Plywood panels shall be factory marked with the appropriate,APA certification markings, rom accumulation of Plastic Roofing Cement. inspections, and similar construction. Keep excavations free f ired by Codes and Regulations, licensed -around embedments and into corner bration hand-ro g ure 1, Fir, in the types and thickn 4. Ase adequate numbers of skilled and.,where requ rie uired water at al I times. Material that has been excavated may be used as fill or backfill if indicated ve.shall be APA Rated Sturd-I-Floor. Sheathing panels, tradesmen and workmen, who ar ned and fully e e thoroughly rai Reinforcing shal p approve d first by the Architect. Remove all unsuitable or excess excavation material trades and crafts and compl tely*.familiar with all these Drawings, s shall not be place ' where indicated o e from the Owner's property. Architect's approval; concrete shall be cured in accordance with ACI 301 reference and t board sheathing or equal, in thickness indicated or otherwise required. ions, and related concerns and the �proper methods required for the 1. 4iberglass roofing shingles and flashingshall be as indicated on'all-these Drawings and .Codes, Regulat protected from premature drying and excessively hot or cold temperatures; Repair and -GAF-Corp rat' R color as completion of t specif ied herein, and shall be manufactu�ed'by 0 ion, oya overe n 4. Do not perform Filling or Backfilling until concrete has attained sufficient strength to patch any "honeycomb" orother defective concrete as directed by Architect. 7. Provide nails, staples, screws, bolts and other anchoring devises of proper type, size, selected by Architect, and shall be properly support loads imposed and until all tests or Inspections have been completed. 5.: Use all 'means necessary to protect all materials and work before, materials and finish for secure attachment of all materials. Use hot-dipped, galvanized r -coated c Fill and backfill shall be placed in layers and properly worked and compacted to a least ecommendations and as follows: Install shingles using only hot-dipped zin I Where indicated, e layer of lapped 15-lb. asphalt'felti Use a shingle' ".installation and until the Contract,Work has been completed. 6. Concrete slabs shall be placed as specified above and as fol ows: fasteners forexterior'finishwork and wherever exposed to weather ormoisture. Provide 95% of its own dry density, or as otherwise may be required, to prevent any settlement of red continuous 4-mil poly moisture barrier as manufactured by Sto-Cote -Z gers and framing anchors where indicated or otherwise required to produce solid ip ed h�ing. 'a heat w structures or finish grades. s 6 water, electricity, sanitary facilities, Products, Inc., "TU-TUF 4" with lapped and turned back seams; Concrete shall be worked work in size, type, gauge and finish recommended by manufacturer. Provide construction .Provide temporary appropriate, whe oof fi re protection, building closures and safety devices. Construction safety and true to planes within 1/4" in 10' anywhere on the slab in any direction; Slab surfaces ds "PL- Set shingles in black plastic roofing cement at all flashings and adhesiv 5. Uniformly-grade, compact, rake, and finish all disturbed areas to be free from irregular shall be float smooth and free of humps or hollows; Slabs shall be pitched to drain where the'responsibility pro e nstall proper sized aluminum/neoprene flashing collars at vent pipe penetratio 400". ns; injury or damage to . Grade ar of the Contractor, who shal 1.take'al I meas6res neccessary to prevent indicated; Interior slabs shall be power steel trowel finished; Exterior slabs shall be Provide manufacturer's matching cap shingles at all hips and ridges; Lap shingles to form Graded areas shall be raked smooth and clean and left prepared at elevations as required isted or bowed materials. Use materials in lengths that all people and property. to properly accommodate topsoil and landscaping. produce a minimum number of joints or optimum jointing arrangements. Install materials roughly securely and accurately to required levels and lines and fitted plumb, level, true and 7. Mai a d building clear of all trash and debris at all times and tho foam joint filler shall be manufactured by, or equal ntain'jo.b site , n 2. Provi-de manufacturer's standard 25 year limited warranty, al rough grades shall be held 4" lower than the finish g o, accurately fit other work. Correlate e t rades indicated, after all to, Greenstreak "Zip Cap Control Joint" and Dow Chemical "Ethafoam 221". Control straight; scribe, cope or cut carpentry work t entire,project to the Architect's satisfaction at completion of the Contrac .clean h location of furring, nailers, blocking and similar supports to allow proper attachment of joints and foam joint fillers shall cordance with manufacturer's Work'� 1 3. Wherever indicated provide factory fabricated aluminum drip edge with baked enamel other work. Use common wire nails, except as otherwise indicated or required; use finish recomme ndations at locat s Architecti e ompact substrate below all concrete work. or box nails for exterior finish work and countersink nail heads. 8. All D a ifications contain references to Code, Indus these , r wings and spec ns, requirements, and standards. BY recommendatio Associations, and Manufacturer's g members of sizes icated or, if not indicated, as required beginning the Cont warrants,that,he has thorough ALUMINUM CLADDING d on Drawings prepared by Others ified herein. by Article 34, Massachusetts Building Code. Provide stair handrail blocking and familiarity with same And shall comply with same, as if copied directly into all these and spec 1. Foundation dampproofing shall be as indicated on all these Drawings and specified miscellaneous blocking and framing as indicated, or otherwise required, for proper k I: hitect of any references DrAwings, And 'specifications r shall notify,the Art ing shall be as indicated onthese Drawings and specified herein and shall The references contained 2. Placement of stockpiled topsoil and finish landscaping shall be purchased and installed herein, and shall be approved for protection of concrete walls below grade and factory support of facing materials, fixtures, specialty items, trim and similar items. th prior to b ntract work. consist of fiel d formed brake metal panels and all accessories. he is hot familiarwi eginning the Co Firestop conceal th wood blocking 2" thick. separately by the Owner. Contractor shall have responsibility of coordinating a timely herei e the ArchitecVs b orrectness and quality of the mineral fibers. Install damppr nce with manufacturer's recommenda b ked 99 work wherever,'so designated. ' I I i 1 2. Aluminum cladding' panels shall be formed from,0.019 in. aluminum stock,with a tions as foll ows: clean concrete of projections and substances detrimental to raming as indicat ndicular to wall or partition direction roject completion. ename 1 finish color selected by Architect. Accurately reproduce profiles and bends install material on the exterior below grade face of all foundation and construct corners and intersections with notless than three studs unless otherwi se Dimen' on all these Drawings are generally taken to/from the centerline or indicated. Make harp, even , ning surfaces free f rom 9. , walls to produce a continuous dampproof membrane. indicated. Provide single jack and single Jamb studs and built-up headers at all DRIVEWAY, PARKIN W edge of materials, unless obviously indicated otherwise. Verify field dimensions prior buckles and waves with minimum number of running N openings less than 6 feet and double jack and single Jamb studs and built-up headers at to carrying out work and notify Architect of any discrepancies with all these Drawings; M r- 1. Driveway, Parking and Walkways shall be as indicat s METAL AREAWAY erwise. Built-up headers shall E-4 M a oo ing inish nails. Lap joint H U X Ln �y ad s between field dimensions or between field and Drawing dimensions, shall 3. Faste I. Metal areaway shall be as Indicated on all these Draw erein, and herein. bear on full width W 0 N -in. and set in bed of butyl sealant. Perform cutting and fitting to prevent E.� M O�' 'be made 'as directed by the Architect_' Do not scalO, dimensions from 'any of these min. 2 diameter x 24"Drawings for any purpose. expo 0 0 2. Provide all labor, materials, tools and equipment necessary to properly grade, pre are and depth. Set edges in bed of Black Plastic Roofing Cement and fasten securely to 11. Provide joist framing as indicated with crown edge up and support ends of each member with p 0 U A4 m bearing. Provide compact substrate and install'bituminous concrete paving of size and compacted thickness foundation. ALUMINUM GUTTERS AND DOWNSPOUTS 10.' Report Any discrepancies between.the requirements or information contained on all these M 00 indicated. or otherwise required. Double headers and trimmers at floor openings. Do not impair n 4 ri Dr wings r to carrying out work; any discrepancies W ID H co tructural members by improperly cutting or notching. Lapmembersframing fromoppmi te 1. All gutters and downs es ' cified s 3: 0 s rected by the Architect. Q U) 3. Bituminous concrete pavement shall consist of a proper-mixture of fine and coarse solid 2" thick full-depth blocking over supports. . Provide 2 thick - be "seamless type", fab'icated to a 5" O.G. profi le at job site P4 E-4 E-4 Z herein; Gutters shall r ith baked enamel finish, color selected by Architect, 2" x 3" H U) Z aggregate, mineral filler and hot asphaltic material that has been plant mixed, hot laid wood nail er bl ocking under wall s and,partitions running parall el to joist directi on. from .0321" thick aluminum w 11 By beginnin he Contract Work, the contractor sh ant that the entire 0 g t s ta and compacted wit tire paving insta ers, Brackets, Outlets, Elbows, End Caps and related accessorie shall U 00 of t e ntract Work shall be free from any and all faults, defects or ..scope h Co standards of current industry and trade practices. Do notexceed 1/4-in. variation over 12. Provide ceiling joist and rafter framing as indicated with crown edge up and notched to match gutters. Set gutters true-to-line and level and fasten securely to building with p tion; correct all, humps, depressions and thickness deficiencies as s or'a eriod of one year from the date of final payment to he Contractor fit at exterior wall plates. Double members to form headers and trimmers at all strap hangers to permit thermal movement; attach downspouts, end,ups and accessories 14 and 'that W shall 'pr eplace any such conditions, directed by Architect. openings. Provide metal framing supports and connectors as indicated or as otherwise with blind rivets. , Install gutters at pr'oper elevations to intercept all roof , 4 0 Architect, 'at no cost to the Owner. This warranty shall not reduce or invalidate any 1. Lally columns s olid 2" thick V 44 noff. rainwater ru �4 0-0 0 'other specific warranties or rights the Owner may have. shal 1 be shop fabricated from 3-1/2" diameter low carbon steel tubing filled with 4,000 full-depth bl ocking oversupports. Where rafters abut at ridge, place directly opposite 2. C rdinate exact location of all downspouts with Architect. psi concrete. Provide standard bases, caps and faste each other and faste securely to ridge member. Provide rafter collar ties as indicated, I,z 12 The. following teirms used on all these Drawings shall have, the following meanings: rust inhibiting paint. Clean all bearing surfaces prior to installation and install -third the distance to the ' ' � i �'d "Approved",- means'as 6 or at every third rafter pair, located below the ridge at one 0 pproved by the Architect; "Provide" - means furnish and i lally columns, with baseplate and caps, plumb and true accurately to lines and Provide precast.-concrete.'s.p.las.1i block, a, ail 6'winins�061; A le t. complete and ready for intended, use; "Proper" means in strict compliance with el evations indicated to fully support structural loads. Perform necessary adjustments or spe Codes and - Regulations, the Arch 0 reference cificati6ni, applicable itect's ns or alignment. 2. Provide all !-permits, approvals, labor, materials, tools and equipment required to 13. Provide stair framing members o 44 '!di reiction, as appli properly install approved sewage disposal system indicated and in compliance with minimum uniform live load of 100 psf and concentrated load of 300 lbs. applied to an area ,I >1 Massa mental Code -- Title V. and Town of Barnstable Board of Health 4J (d 13.: The,Contractor, shall endeavor to coordinate his Cont Sanitary and Health Codes. System shall be located where indicated and shall be with no change in either dimension between landings. 44� ibility,,of -the Owner and shall afford Lthe Owner reasonable opportunity to respons 0 rovals obtained i compl e responsible in any manner for 4)A od panels in compliance with applicable recommendations of Form E30K/WB APA V. delays',to the 'Contract'work and time that may be a result of the Owner s work or WATE 44' dfnati coor on. 0 0 0 Z shall consist of se 15. Exterior trim 0 A letion, furnish.the Architect with all installation, operating and maintenance nd fire sprinkler water service piping, valves, :14. t �omp t :, I . � applicabl eportionsof the above rough carpentry specificati ials having same. fittings, meters and other components from the existing municipal water line in manuals, and 611 warranties and guarantees for products and mater to the building plumbing and sprinkler systems. materials securely and accurately fitted plumb, level, true and straight to A tolerance 4J'A I. Perforated Vinyl Soffit shall be as Indicated on ali the'se Drawings and specified herein', of 1/8" in 8' and with a maximum offset of 1/16" at flush joints; install concealed shim as required. Scribe and accurately cut work to tightly f1t adjoin ng work and dress cut and shall be manufactured by, or equal to , Mastic Corporation "Model MS340V except where J� �ar similar devices is mits, approval, labor, materials, tools and equipment required to provide 15. The use of loud radios, 'in the opinion of the Architect, or CL I municipal water service to the building. Prior to -submitting a bid, Contractor shall edges. Cope work at returns, miter at orners, and scarf at all joints in running Work, indicated otherwise as solid soffit, color as selected by, Architect. Provide' J- C)'prohibited throughout the durati tion period. ct $4 W unless noted otherwise, to produce tight fitting Joints with full 'surface conta T-channels, and all other related accessories as reco 4-4J a) mmended by the '4J H V throughout joi manufacturer. for a complete and 4) U er service in his Bid price. -proper,�� fistallaiion,' n accordance vii th their '�4 16. oeeding with any Contract Work, give seventy-two hour notice to �4 proc �instructions. 4J flassachusett§-Dig-Safe at 1-800-322-4844. 1. Wood shingles shall be as indicated on all these Drawings and specified herein and shall 16. , Repair or replace any rough carpentry work that the Architect may judge defective, 3. Entire water supply system installation s dards and requirements of t he municipal water company and the highest standards of current industry and trade be equal to Waska "Extra Grade" 16-in. White C LU 0 where exposed to view and "Clear Grade" for under courses where shingles are doubled and 1W 4J 4J visible. Each shingle shall be fastened with either two hot-dipped galvanized 5d 17. Micro-Lam beams shall be as indicated on these Drawings and specified herein and shall be ;> :3, WORKIBY OWNElt 0 -in. to the weather on a or equal to, Trus-Joist Corp. All Micro-Lam members shall be one shingle nails or staples in courses laid a maximum of 5 4. Contractor sha (n 0 4J -and-nail ed' where built-up 1 Prior to proceeding with the Contract Work, the Contractor shall meet with the Architect continuous Tyvek underlayment membrane and laid with tight Joints to minimize gap h for span Indicated and shall be "glued other fees charge in his Bid price. 4) 44 to agree upon and properly coordinate all the work that will be the $4 r. members are indicated. Owner.'- The work of the Owner consists generally of, but will not necessarily be limited staggered at least 1-in. away from vertical joints In the course next below. Shingles 0 a ghtly to wood corner boards atouter corners and wood trimwork andto to 04* tr 0, PREFABRICATED WO 1. Rigid baffle shall be as Indicated on all these Drawings and specified herein, � and 2. Tyvek underlayment shall be Installed in accordance with manufacturer s recommendations a) r. PROJECT LAYOUT, 1. Prefabricated Wood Trusses shal shall be manufactured by, or equalto, Proper Vent, Inc. ,"Proper Vent V and installed herein and shall nclude all trussed rafters, blocking. fasteners, anchors, and related I.' Provide services of a Mass. Register cation and. all rigid product equal to 3M "Contractor's Tape". Install 15-lb. felt splines on top of Tyvek at materials and accessories that are required for a proper installation in accordance with 'Principal lines.' levels and dimensions of the building and all site improvements. At baffle I nevery rafteror trussbay.space the applicable provisions of the State Building Code and the TPI "Design Specification completion of foundation provide Architect with a foundation location plan signed by the for Metal Plate Co ses" and as follows: install trussed rafters plumb. Surveyor and certifying that the foundation has been accurately established in d level and fasten securely to stud wall plates with metal framing ATION 3. Prior to proceeding with shingle installation Contractor shall review all other compliance with all applicable Zoning By�laws and other regulatory agency requirements. exterior work and prepare a shi All 1. Insulation shall be as indicated on all these Drawings and specified herei n, in shall be used to establish a uniform appearance throughout project exterior. bending, overturning, or other causes. ed batts or thickness or R-Va . Fiberglass insulation shall be unfac shingle courses shall be level and run true-to-line with an absolute minimum number of n 2. Trussed rafters shall be factory fabricated from S4S, S-Dry lumber complying with PS20 blankets, unl essnotedotherwise. Vapor Barrie lyethylene. install insulation and vapor barrier in accordance with manufacturer's recommendations and as reference with closely fitted joints and galvanized steel connector plates securely follows: Install insulation to full thickness indicated over entire area -to �be fastened to all wood members to provide units of the types, configurations, 'stress d fi ro ratings, loading requirements as indicated or otherwise required by the state Building bstructions and fill all voids a und doors,1. Underground Electric, Telephone and Cable TV service shall be as indicated in these code and the TPI reference above. Provide the Architect with certification signed by the windows and other areas with packed loose fill fiberglass; Provide wire insulation, UJ proper officer of the fabricating firm, indicating that the trussed rafter h , ceiling joists and other'areas 'Where insulation ject and Code requirements and shop drawing will not support itself in place. -Install continuous polyethylene vapor barrier to 6e s prepared under the supervision of and 0 0 its, approvals, labor, materials, tools and equipment required to extend warm face of all exteri r walls and ceilings and wherever indicated, lap and fold over cm -tape these services from the exisiting hookup locations at-Route-149 all seams and seal with aluminized duct and protect from punctures during, i6ti able TV systems. Contractor shall include all costs 3. Metal framing anchors and hangers shall be manufactured by, or equal to,'Simpson Company rations; Obtain Architect's approval prior' to covering any insu on electrical, telephone and c or vapor barriers. associated with installation of these services in his Bid price, including all in sizes and models indicated or otherwise required 1or a complete and proper ookup and other fees charged by these utility instal aced fiberglass s ng insulation in all interic . 2. Install f CO) to 7�7- 7 HEATING, VENTILATING AND AIR-CONDITIONING SYSTEM (HVAC) ,TM,-written Dutline"Specifications Information containedin these e6lumns on these Drawings 4 CERAMIC wn- ontractor shall' GYPSUMBOARD DRYWALL .,C .,,,complements' the 8r fnformati'' .on all these Drawings.'. TILE a on contained throughly a i'liarize himsell"With a17-requi.rements and provide all design, engineering, terials, tools, f'm information contained,herein and 1. HVAC Contractor shall labor, ma s and specified herein, 1. Ceramic tile shall be as indicated on all these Drawings and specified herein and shall equi pment, permits and approvals required for the proper installation of a complete'gas- properly coordinate al I these Drawings and Outline Specifications to produce' the proper 1. Gypsumboird drywall shall be as indicated on all these Drawing to, American Olean "Cerami cMosaic Group One" 2-in. x 2-in. -coat be manufactured by, or equal �resul ts and complete' the Contratt,Work required throughout this project. and shall be man.ufactured by, or equal to, United States Gypsum gypsumboa d for 3 fired warm' air/electric air conditioning system. HVAC system shall be pro erly P -inch -1/41n. x 4-1/4 in. at wall areas; colors as thickness, Type"X" Fire at floor areas and "Matte Glazed Tile" 4 A) joint 'tape finish for wall and ceiling areast 5/8 designed, installed, balanced and adjusted by the HVAC Contractor to provide for the 0 reas. Provide gypsumboard els in largest sizes� practicable to selected by Architect. Waterproofing membrane, mortar setting bed, tile adhesive, Resistant in all a dance with the uniform distribution of conditioned air to all rooms and spaces in accor pan �RAMES AND HARDWAEI� Joint finish materials, Inner and Outer Joint grout and related materials shall be as recommended by the tile manufacturer; grout DOORS, minimize number of taped Joints. actual heat loss/gain requirements of each room or space in accordance with applicable cap at all Accessories, Fasteners and all other materials required for a color as selected by Architect. Provide cove base, corner units and bullnose Reinforcements, Trim shall be as ASHRAE and SMACNA standards. HVAC system shall be capable of maintaining all rooms and . Doort,, Frames and Hardware indicated on all these Drawings and ,specified board where indicated shall be equal to USG Industries Model wainscoat work. Tile backer herein In s witb eatures and accessories indicated on the Door Schedule n a d Details. spaces at a constant interior temperature of 72 F. at 50% relative humidity at an outside ize Durock Tile Backer Board. 2. All materials shall be installed in accor -Drawings and specified herein, and dance with the manufacturer's recommendations 2.' Exterior doors s ed on, 1 these interior,temperature of 15 F. below the outside temperature during the cooling season.' nd as follows; Inspect all other project work to e 2. Tile shall be installed in accordance with tile manufacturer's recommendations and a sh 11 be manufactured by Therma-Tru Model "Insulated Entry,Door System Steel Embossed" a en completed and that surfaces to be covered are applicable standards of the Tile Council of America and as follows: Lay tile In All HVAC system components shall be new, best quality residential grade. All HVAC system -and.Model "Fre I nch Patio Door'System Steel Faced", in type, size, style, finish, glazing' concealed by gyps mponents requiring inspection or maintenance shall be readily accessible. Entire HVAC co conventional grid pattern, centering tile field in both directions in room floor space allation nd directions that will minimize the number r inst y ade practice. and with accessories indicated on the Door Schedule or required for a prope 'securely with power-driven screw'fasten Door frames shall be one-piece of Joints and fasten Install proper type ers; -accordance with the manufacturer's recommendations. in" posed and wherever install with uniform, straight and true-to-line joint widths; Perform any cutting thickness with fa lied wood of metal edge trim wherever gypsumboard edge would otherwise be ex kiln -dried ponderosa pine,to fit full wall isible edge or face of tile. 3-coat finish with smooth trowel finis s solid brass hinges. Patio Door Unit shall equired for a complete and propersystem: extensions.,, Doors shall have manufacturer r -wit dware.' ,be provided h white -,aluminum sliding screen door with, matching har -89 prior to proceeding with this work. All 3. Floor tiles shall be' installed in accordance with TCA System F141 Thresholds Architect with ceiling finish sample Weatherstripping shall be manufacturer's factory ,applied Model "Artic", requirements. Wall tiles shall be installed in accordance with TCA Gas,Supply To be provided and connected*to furnAce by oard drywall surfaces shall be inst 'ied Model 'Adjustable excessively hot or cold B145-89 and W244-89 requirements. be 7 1/2-in. wid ory appl Plumbing Contractor visual defects. Protect finish from premature drying and Answing Sill System" on Doors 11 & #2 and on Door #3 provide continous one-piece sill with, temperatures that could damage the quality of the finished su rfaces. At the completion integral sliding screen door track. Door bottom shall be manufacturer's factory appl14 of each phase of drywall work promptly remove all scraps$ debris and droppings from each flexible bulb and sweep style. Glazing shall be manufacturer's factory installed double' room. pane tempered insulating set in glazing mastic. "Warm-Ai r,_Furnace , � Provide abestquality, highest-efficiency gas-fired verti cal furnace 3. Provide moisture res system with air-conditioning coil unit, insulated refrigerant piping 1. Carpeting shall be as indicated on these Drawings and specified herein and shall be equal -conditioning coil size rior. Air 4. Repair or replace any gypsumboard drywall work or materials that the Architect may judge defective, unsound or otherwise unacceptable, as he may direct. nclude e shall be large enough to allow use of low blower speed to provide Interior doors shall be as indicated on the Door Schedule.. Frames shall be factory m quietest possible operation. Furnace unit shall have insulated double rabbettd, one-piece pon cabinet, direct dirve multi-speed blower, blower relay and expansion o finger Joints or split jambs and doors shall be factory or shop prehung on wood frames ready for installation as unit at Project bustion type with separate installed with 3" long wood screws 2. Carpeting shal s recomendations site. Interior solid core doors shall have top hinge combustion air/g ier Model 58SX. that follows: Install carpet in maximum practicable size to provide absolute minimum number of 1. Painting shall be as indicated on s and specified herein and include tain direction of pattern, texture primers, emulsions, stains, sealers, fillers and other applied materials, whether used oats. All interior and exterior items and finished customary "Direct-Glue-Down Installation" method. surfaces exposed to view shall be painted unless otherwise finished, factory prefinished odate door hardware hitect. Unfinished or concealed surfaces do not have 4. Co-oordinate all door and frame fabrication to properly accomm All keying shall be unless otherwise noted. Primer coat not required on factory-primed surfaces. All paint features and accessories indicated on the Door Schedule and Details. Exterior Condenser Provide a best quality, highest-efficiency vertical discharge fan dule and colors shall be as selected by Architect; Submit manufacturer's complete line color as directed by Architect. - Door hardware shall be a i charts for selection. Prepare samples of paint finish on actual materials, if requested or eq 1. Resilient Flooring. Bases and Transition Strips shall be as indicated on these Drawings by Architect. i I y copper refrigerant piping insulated with and specified h t colors shall be as selected by Architect. Resilient r: Brushed Chrome Hinges Co; 1-112 pair per doo Armaflex insulation t Stanley Hardware flooring shall be Tarkett Model Lifetime Inlaid. Resilient base shall be equal to Nafco 2. Exterior pai imum practicable length, Cove (Set On) Type at resilient flooring and Straight (Toeless) Type at carpet flooring. Resilienttransi tion Woo'd Door 'and Wind6W daFsini`gs*. '.Sdfffts' . Corneirboards, Fascia, Louvers, 'Wood Rails. strips shall be aluminum track/sna manufacturer. Ex Balusters and Posts (at Main Entry o l other Wood Trim work.and Aluminum es, primers, fillers and other accessory products manufacturer's optional short cycle compressor protection and head Flashing, Drip Edge, Vents:and Caps.shall be finished with I- Primer Coat-of Benjamin to allow operatio nded by flooring manufacturer. Automatic Door LCN Model Sentr n' C' A314-Mt-FS with. Moore "Moore White Primer" and 2- Finish Coats, of Benjamin Moore "Penta Flex House o I Paint". All xterior wood trimwork shall be back primed with I-Primer Coat of Benjamin Closers- silver piInt finish Duct System Provide a best quality galvanized steel perim'eter type duct system using roducts shall be installed in accordance with Moore "Moorewhite Primer". rectangular trunklines with runouts to outlets. All rectangular manufacturer's recomme Door Stops ves Chrome Finish: Prov16 at cts shall be lined with a I-in. acoustic fiberglass _f 16o r or wall as applicable; Brushed supply du �all interior doors where knob can contact wall. s, sed Metal work shall be finished with texture; Form resilient base corne -Finish Coats of Benjamin Moore "Penta Flex be equipped with a balancing damper. All 2 ovide 1-Primer coat of way. Each runout shall "Iron Cl ive Paint" on all items not receiving shup priming. 5. Al I "doors,''frames and hardware shall be installed in accordance with manufacturer's horizontal ductwork shall be insta re 3. Interior paint systems shall be as follows: building insulation and shall be insulated with a tig Door. Institute, and the Architectural Woodwork Institute and as follows: Set exterior ass blanket insul threshold member in full bed of sealant on lead flashing and seal entire per with foil face; all seams shall be taped with self-sealing tape to tion;�Set Gypsumboard Walls shall be finished with I-Primer Coat of Benjamin Moore "Latex Quick too. us vapor barrier around the ductwork. In addition to els; -Finish coats of Benjamin Moore "Regal Aquavelve 1. These Drawings and Outline Specifications do not contain specific information describing door units plumb, level and true-to Dry Prime Seal" and 2 the adhered fiberglass duct insulation, HVAC contractor shall place a responsible for the design and installation of a best- Provide proper layer of unfaced R-11 fiberglass building insulation on top of all Moore "Latex uality heavy duty residential built-in central vacuum cleaner system to properly -long, trouble-free life under heavy use; Adjust all panels, hardware and weather q C14 ductwork within the Attic; insulation shall be neatly draped over and tight, weather proof closure at Quick Dry Prime Seal" and 1-Finish Coat of Benjamin Moore "Muresco Ceiling White." service all finished rooms throughout the building. Provide cleaning tool kit, flexible on stripping* to '.provide proper, smooth operation e building insulation w hose, wand, power brush and all other necessary accessories. Install power unit and waste X Ln e terio units; Lubricate all hardware and moving parts; Coordinate installation of directed by Archi - PQ 0 N cannister in Basement where 4 E-4 CQ 0 W Wood-Door and WihdoW Frar6is and Caflfigs, Irfte�ior Trim Work, Wood Doors, Finish Carpentry N Automatic Door.Close l-ity separate combustion air Intake and gas vent flue and all-oth& Wood Items shall be finished with 1-Primer Flues co Work, Metal Door Faces and Edges tZ 0 C) complete with all accessories as recommended by warm-air tems -Finish. Coats of Berijamin Moore 0 U A4 'coat. of Benjamin Moore "Alkyd Enamel Underbody" and 2 Sys �c WINDOWS furnace manufact co % "Satin Impervo". ei Drawings and specified herein and 1 Exterior Windows shall be as Indicated on all thes 4 P4 kD H co -Shield Window"s in models, sizes, rm ality indoor thermostat control system orporation, "Perma th 1-Primer coat of Benjamin M �c 0 the Window Schedule with Perma-Clean" insect screens$ CA '14 0 th "t types hnd finishes as indicated on Moore "Interior Wood Penetrating Stain" and 2-Finish coats of Benjamin Moore 1. Kitchen Applicances shall be as indicated on all these Drawings and specified herein and H H Z ll have a manual "Heat/Cool" switch En P4 4 rA sealed high performance insulating tempered'glass and allother accessories required for M Z tre Polyurethane". shall be manufacturer, model number, color and with accessories indicated on the 0 0 co .,'a proper, installation in accordance with the manufacturer's recommendations and as and "Fan/Off/Auto" switch. Appliance Schedule or required for a proper installation in accordance with the r rZ P., specified herein. level, and true to 4. Apply paint in accordance with ma manufacturer's recommendations and as follows: install units plumb 7 Registers Provide best quality registers, grilles and diffusers with factory apply paint u nder conditions that could impair finish surface; Remove hardware, fixtures with anufacturer's recommendations and 4) 14 2. All Windows shall be installed inccordance with the m and similar items or otherwise protect during painting--reinstall removed items; Set all paint finish (color selected by Architect) manufactured by either 4 0': er in full bed of sealant and seal entire Krueger, Titus or Lima. All registers shall have individual adjustable 4J 44 as follows: Set exterior. unit sill memb nails and fasteners below finish surfaces and fill with approved filler product; Sand all copenings completely concealed. $4 perimeter of ,each unit as specified in the Exterior Sealant and Caulking Section; Set volume controls. surfaces as necessary to prevent broadcasing substrate imperfections through finish 0- p or rack of frame or sash panel; window units plumb, level and true-to-line, without war paint surface; Touch-up shop applied prime coat wherever damaged; Apply additional coats bn r rely in place to provide a long', $4 Provide proper shims and supports a when conditions show through final coat to produce uniform color and appearance; Paint Smoke Detector Provide a FCI Model DH-22 detector in the return-air duct for wiring by 0 trouble�-free life under heavy use; Adjust operating sash and hardware to provide proper the ractor. s, corners and similar areas shall be equal to flat surfaces; Finish operation and tight, weatherpr ricate hardware a rts. 4J �O 44 provide a smooth finish, color and appearance without cloudiness, spotting, holidays, 4. Upon completion of HVAC system installation adjust and properly balance system to operate V All . Andersen w s6es have manufacturer's optional white prefinish on 3. indow sa laps, brush marks, runs, sags or other imperfections; Clean window glass and other paint- 1. Bathroom accessories shall be as indicated on all these Drawings and specified herein and as specified above without excessive or unacceptable noise at the air devices, as shall be manufactured by, or equal to, Bobrick Washroom Equipment, Inc., in model in.:te rior surfaces. spattered surfaces; Provide "Wet Paint" signs as required; At completion of work of other determined' by the 9 14 nu trades, touch-up and restore damaged or defective painted surfaces as directed by correct 44 FINISH ,CARPENTRY , roper installation in accordance with the manufacturer's recommendations and as 0 p c ro units plumb, level, and true to adja ct location ofall HVAC system components with structural, plumbing, fire V specified herein and 1 Finish Carpen �4 :J 44 ish 5. Airless spray application of paint materials will be permitted by the Architect, if units to previous sary for secure sprinkler and electrical work prior to installation. Final location of all components 04 0 0� recommended by the paint manufacturer. However, Architect,reserves the right to require shall include, generally, all interior standing and running trim and casing, fin p 0 04 g sta.irwork,and handrails, access panels, and all other nonstructura brush or roller application of all paint materials, if in his opinion spray applications free installation. under heavy use. Z,0 0 flsewhere and which is generally exposed to view. Wood products shall work not specified L is not achieving proper coverage or desired results. ence specifications. with applicable PS20 and PSI refer 1. Fire Alarm System Contractor shall provide all design. engineering, labor, materials, 4J rioration and do not 2. " Protect finish carpentry materials to prevent damage, soiling or dete tool s, equi pment, permitsand approval s requi red for the properi nstallation ofa -.4 0, 'deliver materials until all wet"'or similar work that could damag complete automatic fire alarm syste ons636 3.6. L)completed in installation areaso' Do not 'Anstall fin erials in 3 7 a�nd '636.3.8 requirements and applicable provisions of Article 12 and RFPA 636. Ilation 1. Cabinetry shall be as indicated on these Drawings and specified herein and sha I be equa temperature'or hu age finished work; once insta Standardt 71 72A, 72B, 72C and 72E requirements,and..to Cardell Cabinets Inc. Model "Heritage Autumn" with dull brass wire pulls. Install local Fire Department requirements_� 4) - e pletion. cabinetry plumb, level and true-to-line; shim with concealed shims; scribe and cut 4J bove requirements Fire Alarm System Contractor shall obtai n approval 1. Sprinkler Syst igns engineering, labor. materials, cabinets and fillers for accurate fit with adjacent materials. Anchor cabinets to each '3. , permits and approvals required for the proper installation of a ry Schedule, factory 'Wood products and types shall be as indicated on the'Finish Carpent of local Fire Department prior to installation of alarm system. - 'shaped and kiln-dried with fine close grain and only a limited number of sound, tight other and wall structure securely in place to provide long, trouble-free life under heavy 0 complete fire protection sprinkl LU 10, '4J `-i dicated otherwise by detail drawing dimensions 41 0. to 4) knots. Nominal sizes are in unless noted 0 oil soecific'profile numbers. outl etof the sprinkler water service pipe where it passes through the foundation �4 0) 0 43 . wall I 44 4. Pr ovide' halls, screws U.1 3. Entire cabinetry and countertop ll be performed in a first-class manner finish for secure attachment, concealed where po 2. System piping and fittings shall be equal to B.F. Goodrich "Blaze Master" components with practices. 0 -ft. intervals and at each side of solvent weld joints. Pipe shall be supported at max. 7 5. D uitable, warped, twisted or' bowed materials. Use materials in lengths inimum n umber of joints or optimum jointing arrangements. Install $4 04 that produce , m 0 >4 materials securely and accurately to required levels and lines and fitted plumb, level, 0 d -'1/16" maximum offset I h. System shall have a check valve and back flow and straight to a lerance of 1/8" an n flush joints. w Scribe� '0pe or cut finish carpentry work to accurately fit other work and dress all cut o a Wal Municipal Water Department and Mass. edges-, Install concealed shims as required. Finish carpen Dept. of Environmental Protection. System shall running joints red unless noted ot have an air chamber equal to J.R. Smith #5010. , System shall have a flow switch equal to switch/valve equal to Milwaukee Valve tight ,fitting joints,with full surf int length. Simplex #WF-5 Water flow indicator and a monitor -01. Co. "Butterball" #BB-SCS ''replace any finish carpentry work that the Arch fective, 6. Repair ;or products specifically designed for unsound or otherble, as he may direct. 4. Sprinkler head Grinnell Company Heads domestic sprinkler systems. 7. Plastic l patter fabricated from Wilsonart "General Purpose Lamina Group I", color as s Provide 6 sp ch and cabinet loc ith manufacturer's work shall comply w by' Architect. All plastic laminate rk Institute. recommendations and applicable provisions of the Architectural Woodwo 5. Enti re system installation shall meet the highest standard of current industry and trade practices. All system piping shall be installed on warm face of build n the drywall here indicated, shall be fabricated piping in ceilings d w from DuPont Co. "Corian Standard Sheet Products and Integral Vanity Tops and Bowls ceiling and insulation above it. Entire system shall be tested to a hydro static pressure "r quire� for� a -hrs. Upon completion of work arrange meeting -a �co o� glacier white or pearl grey s se ec-t6d Vy'Arc'hftic�t, an a c s e of 175 psi for a period of not less than 2 r nstill, vfde� e ation in accordance with manufacturer's recommendations' Pro instruct Owner as to correct operat . prop y.` r ial` 10 Yea 10 inkler piping and heads with structural, plumbing, HVAC C l'os t shelving system shall be manufactured by Lee Rowan and include all accessories Final. location of all piping and heads shall e and Electrical work prior to installation. tect at site. .,required for a proper installation in acc provide a long, trouble-free life under heavy use. provide Threadable Light Wall Sprinkler Sprinkler System Contractor at his option may 7. derlayment 'pa Pipe equal to Allied Fi re Protection producti nli euof "Blaze Master" pi ping specified above. with plug r application of , Q 7 - ACME PRECAST GALLEYS ACME 3 HOLE RESIDENTIAL G444`H20 OR EQUAL W 2' 3 4" DISTRIBUTION BOX OR EQUAL CB FND DISTURBED r TO 1 1/2" WASHED STONE ALL USED CENTER )' AROUND � N "ACME" 2000 GALLON SEEP11C TANK ST 5' X 5'- 10" OR EQUAL t , HOLD COORD BRB FND f- i V X r 7 ✓ EXISTING BUILDING '� H� 0 �` o m CB DH FND :.. 0.17 SL TO CB Q V Cn 523.55' PROPERTY LINE _ CB/DH FND (TIPPED) N 47 31 13" W 0.01 SL TO CB CB 523.73 TO CB w _ T ,. Q/ .. r sro '( f 0 `god ' RBSER REA J LIMIT OF CLEARING . r 4' X 8' CONC. LANDING �� 'moo ,a . W mowTP NEW DOMESTIC & SPRINKLER WATER SERVICES So� 7,9 2.) , > O N 5150.00 WD DECK AND RAMP ) . 2p, .00 (TYP) y; AS REQ. BY CODE AND C.O.M.M. WATER DISTRICT E 4900 140' I� .251ti- .2 96l NEW GAS SERVICE `` GAS MAIN Tp N TV 4t;cT Cs NEW U.G. ELEC. PHONE & CA SERVICE .�� J , I/ 2 / TBM ®HYDRANT SPINDLE FND �/ i /. / `: i. ✓ 1 � L / �._ / SB DH. EL = 100.0 (ASSUMED) HYDRANT TAG BOLT # 1087 9 i_ 971 ,_. 2" THK. BIT. CONC WALK � �� . v�LQIN % g8.50 8 D N JOY g \ 7 7 sI \ r r� _ 6" CURB1. 1,\,, GENERAL NOTES: Lg6751 1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM WITH COMM. OF MASS. TITLE V EDGE OF EXG. PAVEMENT �9p - 20 R AND TOWN OF BARNSTABLE BOARD OF HEALTH 9S8;'., wo 2,A/I- 's CONC�MP BASE . " REGULATIONS. " " --f g1NMIN S ON C 28f2_. % ; l CHILDREN ��9 L97.01G PN D SUBS NJE C00" 2. ALL SEPTIC SYSTEM PIPING SHALL BE 4"Sfl �,g9;` RKIN A 0 1R rn "CP CONC i �! 9 O SCH 40 PVC. PA PE �_ _%� 3. THE WATER SUPPLY FOR THIS LOTS IS MUNICIPAL WATER. LINES FROM THE STREET SHALL BE "� J 20 R LOCATED APPROXIMATELY AS SHOWN. NO OTHER 20'R \ �O POTABLE.WATER SUPPLIES ARE KNOWN TO EXIST WITHIN 200 FEET OF THIS PROPERTY. `_-t 20'R 4. LOCATION OF EXISTING UNDERGROUND UTILITIES SEPTIC SYSTEM DESIGN DATA: * �Op, 2�06 _ �� t SHOWN ON :THIS PLAN IS APPROXIMATE. AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS STRUCTURE: I , PROJECT WORK, THE CONTRACTOR.SHALL MAKE THE LIMITED GROUP RESIDENCE , 90. 40-p0 REQUIRED NOTIFICATION TO DIG SAFE (1-800-322- S SASS ^ R 4844) AND TO THE CENTERVILLE OSTERVILLE WATER DESIGN FLOW: ?SA SR �, 20 00' ci J �j VERIFICATION OF 7 BEDROOMS 0110 GPD/BDRM = 770 GPD 0, OCANO GARBAGE GRINDER /F .� 0' ,. `. LDISTRIC (428-6691) FOR s. !' ' F �p 90' / 2g.0 �V 2 , CO 20 R i OJ 5. ALL UTILITY SERVICES SHALL BE LOCATED AND SEPTIC TANK: ' INSTALLED IN CONFORMANCE WITH ALL APPLICABLE 1.5 X 770 GPD = 1155GPD J � r RULES AND REGULATIONS OF AGENCIES HAVING USE 2000 GALLON SEPTIC TANK S �? LIMIT OF CLEARING 0)3 0 JURISDICTION. ROUTING INDICATED ON SITE PLAN BLEND APRON TO 0 9. IS DIAGRAMMATIC ONLY. LEACHING FACILITY: EXISTING PAVEMENT ,� ^ p' 110 7 G444 GALLEYS W/2' STONE T C ' p0+ I / z SIDE AREA: 2(8+32) X 3.3 = 264SF *p F` t, BOT. AREA: (8 X 32) = 256SF c�`�96 90. p CAPACITY: (2.5 X 264) + (1.0 X 256) 9 , ; _ = 916GPD ASSESSORS LOT NUMBER: �y�p � 980• r LEGEND MAP 79 PCL 29 90, CB/DH FND ; LOT AREA: ✓' c BRB FND `tal W 63,136SF DISTURBED Jt EXISTING CONTOUR C I-- Z rn U rn r 9�. [90] PROPOSED CONTOUR C] Q EXISTING TREELINE t~i LLj> J O �- TOP FND 98.5 - PROPOSED LIMIT OF CLEARING Q � Uj _ Q > a- _ tY � U O EXISTING GRADE -� DISTRIBUTION BOX SOIL TEST DATA 3 2 TEST PIT LOCATION 0 cn 0 (n Z 0- ,. _95 _. ...m Sig]_ PROPOSED GRADE DATE: July 16, 1991 ST # 7779 " PROPOSED SPOT ELEVATION W [90.55] EXCAVATOR: Merriam U 24" RISER AND L.D. C.I. COVER ® GRADE �O, EXISTING UTILITY POLE B.O.H. AGENT: ED BARRY BARNS. � ) LOCATION: TP2 h z PROPOSED GRADE ENGINEER: ELLIS & THULIN, INC. ,'�' -�- EXISTING STREET SIGN INV. 88.00 ELEV. DEPTH _ _.. _: 90.0 0.0 ^O a bi Gv 90 _.._. _._. _. 'r PVC _ LOCATION; TP1 s pQ EXISTING WATER GATE Q 2 a s_o.023 e PVC ELEV. DEPTH DUFF - L.S. SUBSOIL M s-o.00a , 4' PVC _ - 88.2 0.0 c c' w EXISTING WATER MAIN Z a INV. 88.90; DUFF - L.S. SUBSOIL Lp INV. 88.25 - - c EXISTING GAS MAIN J Q INV. 68.50 �� Q_ W cn W a INV. 88.17 86.0 4.0 Z L-_. _ INV. 87.00 0' PROPERTY BOUND N o .� 0 GRAY FINE SAND N� W L.L. : 1- 855 84.7 3 AND SILT _ _ � EXISTING TREE TO BE c~/I a GRAY FINE SAND POCKETS OF MED. SAND �$ (n AND SILT 83.0 7.0 RETAINED N Z f PEASTONE TO TOP OF GALLEY POCKETS OF MED. SAND + i�'' _ 3 MED. SAND & GRAVEL �� U W 2000 TOP 1 1/2" STONE TR. SILT EXISTING HYDRANT F= Q Q 5 . t GALLON 80.60 81.0 9.0 2 MIN./IN d -'0 ? N 80 � _. ._, �. _ _ _ SEPTIC . p p BOTTOM W .. .. O o o O o O o O O O o o O o .. 8O.2 8.O , ) O O • , 000 00o c00 000 000 ooa coo MED SAND & GRAVEL NO GROUNDWATER V, TANK 0c0 coo 000 00o aoa aoa coo coo 000 000 00091v 000 0c0 coo - Q Jd 1--- >TR. SILT SB/DH FND 000 coo 000 000 000 ooa o00o BOT. OF STONE 78.2 10.0 HOLD LINE v z oco coo occ coo 0co oco 000o MEDIUM TO COARSE SAND a00o coo coo coo 000 000 c0co 76.90 TR. GRAVEL J W C� or Li of Uj V) Q W W _ . . ._ _ _. _.:._ <. 7 - G444 GALLEYS_W 2_STONE _ a 'o 32.0 SI TE PLAN F- 17.3' 17.4' 6.6' NOTE: PROVIDE WASHED STONE 6" DEEP UNDER 20 0 10 20 40 80 INLET GALLEY AS SPLASH PAD. . 70 BOTTOM ( IN FEET ) :. NO GROUNDWATER , inch 20 ft. SECTION THRU SEPTIC SYSTEM = 91 - 0371. 1 1 in. 10 ft. HORT. 1 in. = 5 ft. VERT. SHEET '1 OF ,1 , I I I - I i I I I I I -- I-.- - I� I � I - I � I � I I ,� 11 I I. . I . I I I I � I I , � 1.1 1. ,." .1 I- 1, �� 11 �, 1 ml_- � 1 �� 1, I �" "�. ,;, ", , 7 - "� , ..-, .", "�!..., '. ..� - .:-. " ",.,-. ,� � ,�',. .,...�,,.1��...,. 11,11��.�, ,11 "I... ..._� ��_,I��,� ...... �,,�,�,_, ��,N�,.'T`�!,.I�i,-,- !�.��_,Z��w�,�-,4-:� -.1,1'�,,,V��I.,,- 1 I I t " , 11 1. I "4,_ ,�: �, � �, � : ., ,� � . , I I 1, -1 I 1, . ,, : , , �t " _ I I 1 _1.�` _�,� 11,'.��%�'"1 !' 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NOTE: TRUSS TYPE RT-1A GABLE END TRUSS NO \ � JI SIK MO — ORDER 54 r-"54 -------- --- (7TA- • CH02D �l�T FR ANC MET FR ENDS= 2•co z5d' /" " � ti•I D NQ c�;o�D A J ZE2`�-- _ O t I GE e Fx�wau. 2-/a ur, OmgE !E— RIDGE 111E _ Cv� Q -�� r- 2" O.Fi. 'j2'•O' �2�O N� C .02� \ .L`� c`� "r 14'•O`! WALL, VXT O ALL N PFB WD RF TRUSS TYPE RT-4 I2 o.n. N.T.S. NOTE: TRUSS TYPE RT-4A- GABLE END TRUSS 3�tT PFB WD RF TRUSS TYPE RT-5A N.T.S. DLO" ± 7(p p II A\�T NGR �'�� ►!Ntl WXCIO 2xI2 NOTE: TRUSS TYPE RT-5A - GIRDER TRUSS ?� ►?AF N JR , 2X 12 P P.R01C=NEas,,"T-(P v.R a — t � fi M 9� DESIGN CRITERIA FOR ��E-�s-��,� R: 21� HU in � l HU`lb"r 4� .i H,0° o � PFB WD RF TRUSSES 2-b ,� LE�cR i ACC-1 o� / 0 Yr SPI kE TO 7(P. I N RF N ., OD M � ROOF LOADING: TOP CHORD LIVE LOAD 30 PSF � H 00 W W W A rn ' (FOR TOP CHORDS) TOP CHORD DEAD LOAD = 10 PSF _ \• I r R. H Er, z ' • H a z TOTAL LOADING AT ROOF 40 PSF I E- 140 CEILING LOADING: BOTTOM CHORD LIVE LOAD - 0 PSF (FOR BOTTOM CHORDS) BOTTOM CHORD DEAD LOAD - 10 PSF 13 •l -, �F •� FR � °��9 RiDbE x w I TOTAL LOADING AT CEILING 10 PSF JJ AL►6N`' I A ` , o ON TOTAL DESIGN LOADING: 5GE 1 �}q ) t3� C, I c (ROOF AND CEILINGS) 50 PSF D\\/C� ALA +1 / \ I i p[ ••i o 44 NOTE: TRUSS FABRICATOR SHALL ENGINEER GIRDER TRUSSES TO SUPPORT ALL . 2'$ '�A to 0 �' �• POINT LOADING FROM ADJACENT TRUSSES. R1J �I(X'X a +I 0.44 2*i2 .. w RF TRUSS NOTES IOU Ic `L-12 QAF �lK b '0 w 1. All prefabricated wood roof -trusses at 24' o.c. (max) unless noted " Cl(� P;zTC C�i�, ..,1 �- " ' a o Imo" Q.C. PNLZ.O. 1W wD P05`�@j o a a r bC)7 FIORD 13 1�AT D"� a ►+ + 0 e otherwise. , - x m � k 2. All roof sheathing shall be 5/8' CDX plywood with aluminum 'E' clips 2 3 2XJ2nRl�F-13L Q at midpoint of roof sheathing spans. I a e I(o O•G' Ott W � p E ' 3. See Roof Plan, applicable Building Sections and Exterior Elevations F_ "` Q N v aci for Dormer and Roof. Framing Above. —V '� ro �Q 4. Exact wood truss web configurations shall be determined by wood truss G 13 �Rp� y - 3 fabricator. .Z yj ZN A c o v In. o Q}, x o � g NOTE �12 Ira ,2 I, 2wt� au�� ``cn U. x a o. ' RF rR- AFT= 2•b_ 41DC� W 7�b� _ -r�o 0 r j « r - -." , M 1 I �1 II u , I I e1 •1 - I i , O= 64 Id 2dr r C� 16 O.C. ON 2" \Y:� NAILc1 O04 N 6/O CDX MT) 2-0 14-O 5K,9 ON P� 0 RF Two, rACE ND ;p_ � FAGS wD FR � F- � b. a 2. ALA $taL?•1:P � \Vfl FR SHAS.L ?Sc "GLU�.J � t�iA►�.fa�'. W 3. 3t.'1Lt•L'A \V, DP �W\ (Lg) Mds $-1AI0 1Y� 2- �/1" q" Cy)� PWN FILLM5. , R6'2= 2612 \V 2' VO ri 11" Cpri P\vb HLLL% . ROOFcc 4. CX 2.-b PA; a�W�610 �t1ATC1•+ M1 OA MERc- 14611!o. 1/4" N (n T " =i'-0" � �" I. 5, U3 r V1 W K1� 10 AWIL r (o• TYP N*71' I�G2: SIA\PSON # U210 BLDG NORTH •� o C) 110 .N W to . . J C11), , , M �r . " __ I . _ n-:. . ,, _ _ _.... iz, r. . , ,, .,.. . .. ,_. _. -. , ; ... . . N'° ,... .. ..... .,,., .-.. ,.,, .., ,. .- a ..,. ...„� rt 1 t ¢T.. F+x rn. ".a°?.f A'e!7m"t^.. ,'fi'T"�.. .. 9..� .� t. ,. .. ,.� .. .... .. - .-. ,. ... .. , �, A - 11, ... - . _ r -. -... 1. t .' r •' 4:: ,, r_ -t NoTE, 1-1t1O{G 70 Q�(�GKI & PLV��i�il�l�l7 rlJ�l V�.S 1.�✓I�I"II�`` /aLL 1�V ) , ',a , , � A 0DELS)�CDLOR� 4L L04A1iOils wr W_41TS GT, I-i L-I� I,I I.,C- ----/I 17�.,(.:-ff_�-U-.iI-->---�I:I�I.I;i(4I1I- *I,I -;i!I,�-. I I�I �I.I 11I I.6�-,.I I��I I---.I I.I��� �I-1'.I.I"�.. �.II�I I.II I III��I'.I�.'-I I�...II. II I 1111� m 0 ;, PLUMBING FIXTURE SCHEDULE . f Q X '.r .. . ,., ." . Q 1 -' r ¢ ., !. 4 , x. .- . DESCRIPTION NO. COLOR FAUCET/DRAIN , ACCESSORIES COMMENTS ; NO. MFR. , y ' • _ V _ , . 1r - n . �-I I��.jI 7II/-�/�___1�1�-��.��.�.=�:II'�_--4 q,I. .I �.I���� ��" .-4_L.I I-_.�-.--9-"I-*I"B.'�" ..,< N. \ I�I<_ *I I.�I,I7-.�1&,�/I , - \\/NrZ)41 I� MC44 � �n ��ous &Uu� ,_ II��II�, II .- . -' : . . . P I ,, 11 FIXTURE ll1ATE \Y-!op 2 -- - - - - : - ---- - S TID\ Y - ARC Lb4 !AIS� u @ ., E 1C�,Y SINK �A CET C0� cL�CA LI< 5 LA P2 L(7Y:V KV_ _ _ 557 14 OLN 2222 �Oc, CHROA�, t)UpaLIK)i TRAP SI,-UNE2 StlPPLIEco 4 WA'f& ( I1 . o �Lv_&y - ELK4, cUAY Lk 35 •. 3 ITCH 1s S1�lIC - LDY,� i N (' k E 1 ST 11�1F.2 CL i i CL �, # R.3�22 LK 410 �t0► . II, j I ------ j I1 . - T ELJ ER Z�AT ; cL�ER '. Pd 70l f►ET w 4 O9 i 4.�1o051 s 124- 02Ora . . I - ,I. ' rt1 , BEDRM #3 T TUb , ,' ' - . . p . �, P BEDRM #4 PS' , , . i • I " • � u : �aY�l\►UO AA�aRFLF,X it�kSU1.A+ 14r�1 C� , I I I Ec c a.'AV G4� NTsD.7oP/ t15 1 P� S�E - -- _ MWI. P Y. G.c # 5 �►0-2- FRw sUPPLIE!--� OVA _ , - vY DurI rITIpL P1 Igo �Ib ;� k NON- i:R-,EZE„ T,�P� i. I A ." _. - - - - . t -&. _�_,'_.� \v V��F�T� . ,. J.R CDM ��+RoA�E v��• ua°wr•I Tµ ?RO�hD: J.R.St� P,� rLoo� o _ Cam? ICONOI7*'• 5f2d14J ER �Ap Pi21ti�ER I 19 P5 w�� sT T �'y' r_cat��cu �"� L lu e�n�T@ NaFwOrC cE. �K fl. L O _ J PIo ++tee\vAT +�,.,A►�a � � �--- INS-fAL 1\\o�I:L� SRb- iDCF� ON Flu , . TI �Y/µPAC .5�s wac� ,.. .. - . ,, - - 11 ?4 P� I - t ;,�' , �, :, t, i BEDRM #2 HALL #2 i . , 1 . . - . - . I , _ . : L� . . Y 1 n Ii °' • 1 , ` ', . .. , - , .. ' - F . _ II . 1 .- _ CL , . ' . STbR CL / • .. - _. _ _ .:, _ - - /- = I CL . I IiI OUTLINE PLUMBING SPECIFICATIONS p� PLUMBING SYSTEM - - -- _ - - '- _- . - _ 1 , I - ,. 1. Plumbing work shall be as indicated on all these Drawings and specified herein, and I 41 shall include'complete sanitary drainage (soil, waste and vent) and hot and cold domestic ' •-- �` I .. W I BEDRM #1 water distribution system Plumbing Contractor shall provide all design, engineering, % ,, ,labor, materials, tools, equipment, permits and approvals required for the proper , . installation of`a complete first-quality residential plumbing system. All -work shall . comply with Massachusetts Plumbing, Building and Health Codes and local plumbing and ° ( I health regulations and meet the highest standards of current industry and trade . k - Ipractices. Exact location of finished equipment, fixtures and related devices shall be . determined at the site in cooperation with the Architect. .All plumbing components I I: • requiring inspection or 'maintenance shall be readily accessible. All plumbing r�C� tiU� �� I � cv _ L , r' ' ` fixtures, .equipment, materials and related devices shall be new, first quality - -- .- - - - --- - - ----- - _ a M r �.___ residential .grade. System work shall start at the outlet of the 1-in. domestic water �,� _ �QQ 4 F ..I9.�1 T�,01 -..� � II I I7II I .�j'iI I - I . I . ;__-I_I.(1_i[""1.0"_,' 4 e.�I-'-e I,,/,"n#o_4�,4� . �� -i,-I.I r-)I�� I I .I I11 11 ., I -. -. -. I�I- �(-D. I II . IIR-1 1 Ifl II.-.I.. -�II-I I r�I 1 r n:III yI�.II I�I4I�20aXX1,a�-.0 N § 5m.,..I�I �,r0'�.Q�!I�� - . � service pipe where it passes through the foundation `wall in the Basement. - ' K H w 0 .' , : P� i t s h 1 be as required b State and Local codes P4 BATH #1 i waste and vet i in and fi tin sal ,1 So 1 n I o a x o o . r P P 9 9 q Y /' -' joints recommended by manufacturer. . Interior domestic water piping shall be Type L, � � ' Pb Pb I x r hard-drawn copper tubing with solder joint seamless cast bronze or wrought copper I I M A W " 1 � fittings..- Piping shall be rigidly supported_ ,from building structure to maintain proper i a a 3 0 I . r in wwwQu, , HVAC I wFHz grading and pitch, prevent vibration noise and secure piping in place. Ar ange pip g ,,pf ,, t ,<,2 ,.,e •a . tv"fr LIN CL H a z ' and supports to provide proper expansion and contraction and most efficient layout. I FAMILY CHAS % r;s ,,.,rt= ,- 3. Provide proper size and model valves, as required, manufactured by either Jenkins, l . I/N I 1 .. � ��� . .I .. 1 I a ' . 1 , ,. Crane or Walworth. STOR CL R FOYER .c o 1 I f � .P w STO CL $$ � _.. - - - -- - - - -- - k' ,,ti , , '. . h n es and � 'a , 4. Provide full size screw type cleanouts at base of all risers, direction c a g I ( �, � where required by State and Local Codes in all soil, waste and vent piping. ' . ' - - -- ------ --- o - , I , I , h l • I . 5.' Provide traps "with ample screw-type cleanouts at fixtures, equipment and devices I o . . connected to -sanitary drainage system. Traps shall be set level with respect to 3 0 I . their water seals and cleanout shall be protected by seal. I HALL #1 w • . 6. Provide reliefs, breakers and backflow reventers manufactured by or equal to Watts I p Regulator Company, where required by State and Local Codes. .Provide shock absorbers -- I 4 a 's' equal to Smith Hydrotrol at hot water heater, dishwasher and washing machine. r- -- -- I . o w . - 44. - '` ;.' . . ` ,. _ II- 7. '.Provide'finish fixtures and accessories as indicated on Plumbing Fixture Schedule. _ i - - 0 o 0 LL1 ~ ro '' - 8. Interior sanitary drainage system shall be properly sized and connected from plumbing I J Q II aar r 1 u fixtures, devices and equipment:to sewage disposal system. Waste line pipe size or '- - - '- - - - - - i -j,-1.-2_.II-I�,I�i.,I 77- II-_I_.J.. CL I I _.. o i _ ►ro+ W \1-1--("_ `: :`direction changes shall be made "with Vs, cleanouts or reducing fittings. Greatest . , m Q Q z . ,: , I „ offset angle shall be 45 degrees. Trap'and vent' fixtures and drains. Piping 3" or less I i I oc N ,, . . , h e itched KITCHEN i STAFF LIVING I W V 4) �,W .• in ,diameter shall be pitched minimum 1/4 per foot; larger pipings all b p I . , . I - i Q a y E a ` , . minimum lj8" per, . foot. Pitch horizontal vent 'piping to drain condensation back to ____ . . . f . •4 fixtures. Provide building drain 'with interior cleanout. at connections to sewage DINING a I ,.•. r� °�' disposal system. � ;-P\��F W W.0 '° .P I I 9: ,interior domestic water distribution'system shall be properly sized and connected to Z _y j P3 - - I > > a plumbing fixtures, equipment,' and other points requiring domestic water from water ! I + - t nce System shall include all valves, i in , au es, breakers, i ,,; ,, .' /J ~ ~ A ��, ' - - service en ra y P P 9 9 9 I reliefs, backflow preventers, controls' and other accessories required for a proper �- I 1 / --- a i '° o installation.' Branch lines shall be taken off top of service or main lines. Install � J .ro a ,- I , required fittings to keep all plumbing a sufficient distance from other work. Run pipes - - �R �R _ a !''_ ' arallel and rade evenly to low points. Provide valves on all risers- to groups of Q - I V V r �, .- _ P g 1- -- - - - - - ------ - -- - - - - -- -- _j Z ((� r 3 , v w fixtures'. Provide drainage a valves at i in low oints and at bottom of risers so entire -"-- '� i 9 P P 9 P Z � Z N "I U • , ' I system can be easily drawn off'. , Provide cast bronze or brass unions where required for � � , .�. m m 1 - ease of disassembly of fixtures, equipment and devices. Provide air chambers at top of • .supplies to fixtures, equipment and devices not protected by a shock absorber. Provide J a, ro _~ k: r . , - .a vacuum breakers and backflow preventers where required by Codes or Local J J= 4 U) a - ,' Inspectors. - d 0-0 , � ro• . i 10. Provide domestic hot water heater indicated on Plumbing Fixture Schedule. Coordinate ,. �: ,': . ' exact.location of,heater with Architect and HVAC Contractor. Install ,heater on 4" high rt� solid concrete blocks. ,.�,:�,��.�...,�r'.I1I.4�,1.,,.i.-;,:�".�.L,.,.II,i.11 L,�1�:i�.i�,I,.-"r,1I1I'.r,1,�:,�,:.1 1r,�."��r.�"""I�,'--r`,�,,.III1.�.�"-�,I.I1,��,;,,�-I,�r_,,,,11,I,,"�_,_�I 1,.�,�.-I,,",6�II�..i�,�,:�-"I� .�I�_1:.l jI I.".I`�.'--.II I-.I.,.I"'�"�,.r-,,�1�-,t1,"�1-�,1,'�"�:.I I.1�I;.1 I'��,..,,,,-I,I:I��,;.,I'.:.�..,I-1 I,II.-,:__I.�',II--,.'I1,',.;_-I�I,,�,,-'r I�r.�"I I,,"I�I1.,'.�',1�,,,-��1 r.,�.�I,"I..�'I��'�,.I,1'.I.�,I I 1 I.�rr.�II,,��,.I,,�.1,i�I,.,",�P-.,".�.II_..-�"....-.11-,r-,I'�,I.':,.-I1-,�,�"�I,,.,,I I�,-r1I..1:1.�I'.�,I..I.��',,:�I1:1�,.��",,1',.I�,,.I:*.�I,,,'1���.��1I':1:�..,1.:_i_�,I,....,,,�I:�.'.I�1.I_I rI.IZII�-�.1 I I.,,,,1,I1-I1,.1,-I.�_r,,,,Ir.,.-,�.r,1�I,�I,I,1 I�--�".��I�I-�'.�I-�I.,,I,,��1.I I1,I I.1�,,"_r1"I 1.%,�II,I-1.;I.I:,�.-I1.I,'_1.,�,���4,�.I.,rII1.'-I.,1,--"I'�.I�,,�...?,�1��r.I.-II,_�rI'��,-.*.,.,,I,-,I�.I�I,I.I I::,I.rI I�.�I�.r.I.1,�-.1,..,,.:1'.'. � .I • . ' _`T, 11. Keep drainage and piping systems clean during all phases of work. , Do not. cover`up any FO I.` plumbing work until it has been properly tested and approved by Local Inspector. - , ,,I.�.I..',.1 r..%,,I,I-���.I.I-.I'.II�1".I.I I.�rI I-I'.-,.�rI�..I III�I�I�1..,I��.I.�,�I II.;�,�,,,I�.�.-_.�1�I..I.Z-,I-,-I I�I 1_L�."I,I.I'II�,:.�I.,11.,.".1�1 1.I-I�,�,,r�?�II.�...-..Ir...-I II�.II.�-.'�,I 1I I 1I,, I�I r1 I.�-I�.r�1 1II I,1� 1,�,I.�1��I..I.1 II�I,.�.I 1..1�1��1I.I I�IIi I..II,.I1I."....I 1 1-.I.-I�I,I�I.I.1 1I.III1.I,1.I.�,III��I,"",,�I..I�I L..,,-"'I�II...,I�...1"I�,I..'.1 III�IIr-1 I�II II..�I I�rII�I1�-'I��.r.,I1."' �• Sterilize domestic water system if required by Local Inspector. �}-'i ,, - a 12. Entire plumbing system installation shall be performed in a first-class manner �_ I` '., '• . - consistent with best current trade practices. Prior to proceeding with plumbing 2 � system work, Contractor shall fully coordinate all requirements and details of same with FLOOR PLAN NOTES: 4 Architect. Upon completion of work, arrange meeting with Architect to instruct Owner N !� t as to correct,operation and maintenance procedures. ` 1/4'=1'-0" C002D bcACT LpCXrj 011 OF PLOX�,�j► e F>110N 7, I :Z - ' . : ;;, . . .,._,-.--._ , . FIxTuRt� rr'TitiC w/ sTtiu�u .t,, sPR�tJ�L�t Y - '. de omp lete as services stem`'conformin to all _Colonial-'Gas Company standards and BLDG NORTH O f _13.Trovi c p 9 Y g P i-wAC + ELEcrR��,l, wow Ph►oR Tp i'��JfALL to+�, ;N „ Code requirements from street ine to building including connection to domestic hotwater, o heater and warm air f nace. __ : . _ . __ -� . N 1 RA\ , . t 11U. ATc2 PIPI 6 ON V1�, , its _ t1 OF R,�II,DI G SISLA"'oN Q- r` . , , , . . . M, ;X w . 0, *- fo . , . T r .I _ _. . . . __ _I I _ _. _ _ - _ _.. .,.. .-.. .. - ,. , -_«... ,.-, ,.: ,_..,. ..Y. s 4 ,,.4,,,,"n. +.<«. TS-rw+ wr"•a16--,%," .,+�nY*^•v 6 .. ,.. _.,.. - .,. _ IIZ .. �,.. ,.. .. ,t. r. "<., . ... ... , 6. t +art. '�'t"1 ,' � '. ,; ,, .. _ .: W . - , , ', _ - - ._ .. - . y , . . - . ELECTRICAL FIXTURES & SYMBOLS T JJ## P . ., -, +- . o y'. C - - , _ . F A • - PROGRESS #P3528 S - SINGLE POLE SWITCH A yy .,1�:I.,;����II II�1:.1,,II.;,Ii�,��I..I1,�P I I�I.�,1 I.1�A.�.I�I�'II�#.-�III'�-1��,..it�II,�.�����i`�F,1�I.��tI��P�,.I 1 I"I,��I.�..t.1 r. l .. I�'�.-,� .1...i�ti!*�-1 I�.1I,i��.I,I�.1I,,�.I�.,,'1II�151I��"�,,:�r�;!I.�:I4�.�1.�.,.:��1�.I r;,1,�,I..-�,,.��,,I�11-,�,.-,�'.1I�,,I.II,1��-,.�,�I I..,,�I''.�II II,,.1.�I I��I I 1..I�:�.�.IL�'..L I,I,,""I II-",-�...�I�,I1,,��1I,1 I_I;-1�.,�1I.,,.,�.I.,,1 1 I�.I-�I1.�.,,I..I�II.I-I�,.,��'I1II.�.-�I.1.,...,I1��I�II-I,.I,1,�1 I 1_�1 II 1I��-I-..�I�I I,.�.�I.'�,.-iI I.II'.�I,".-r�I1II,�I�1--�..,I�1,-:'...,.1-I...I.1,'.,1-I.,1..I1,-I�1I I1,�--*II,I 1I II1-1.-,����.I..,�:�,IL�.I 1�1�.�I�I.,,,,I II�I�I I.II.7II�"..�.�I"r I.'II II.I I,I.��I II�.,,,I I.,I�L...�'I I,.I I 1-I,,�I���"�..,I�I,1.I..I�I.I I�I i.�I I..,I II..rI�I I I 1.11�-.II..II1I I.��I,III I�I.II1I.III.�I.1II,�I,,I.II�I�.I�."III I.II.,I.,.:-��I..�1 I..I.I%'�I�I 1�.,.i-I"II.I.I,�I1I1�,-.I-1�.II..'4 11.�.I I I'1I I I-III�I I ZI-I 1'I.:1 I I�1I 1��.I�II I.1.,�I.�-1 I rI..I"I��III III I I II I.e.I.I����1.I.I 1 1I�.I���I 1-"I.I,,�"1-1 I1��,I�,,I,���-I I:I 1.,II.,1 I I�.1-,��.��II�..I�.I.,�,.1 IIIII I I,I�..II IIII�.,1--I 1 11,I�.1 1I,I.IIII.�I.I.I.�I I I��..I�.I�I...,I I�II II.I II�.1 I�I.,,.�I�I.1 III�1 I.1,.I�-,1..I I I-,I,I.I I��.I.II.,..I...II,,.-I I..I I I:I..'�I I.I��I 1II.I�I I.-I.�.�.�%.I...1.I I�.II1II�I"I...�II�II�.I-,..I-�I 1I�I�,IL I I1�I I iI III 1I I I.I-1�II 1I.1 r,"�1�II�I I�.�,�:.I.�1-.I,1 I I I...I1.�,���,�I.,�I"I.I 1�1,,..I-I..II I II I r I1I.��I,I 1�1II,I,.1 I..I..II I�I..1 1 I 1..i.�II"�I,�LI��I;.II.II�1I1':��II�,..���1I I..,.1,I,I��.I1,I.1.��.I�.,�.1-II�.,I-�1'.�.I-.�1L.I 1 I..1 II�.'.II.,..,�.,I��.I I;II I.1I1�I II..I�-I I.�I I.I.I.1III I.I I.I..II tI,.I1 I I.II:.1 r I��II-I.I.-1 I.1I.I�I�1I1�1I I1�...I�1�I1 I.�.- I�II,.I.I�II II I I,I1 I�I 1 III.I I'�1I I�I.I1..,I�1-'1.I.L�I,..1.I rC1.II.I 3I II11-1 II I.�I,.II�1�II-�:I"II���1,I,�1I��.-.I I I III�.�I 1 I.I I�I��1I I I I I-.I,IIII�0,�I-:.I.�II,I�I..II.I,.�.�I..I��I,I I.-.I-I..I I I I I.�I��..,II II--��I'Iy.I���LII.,.II�-I"�I1'I 1-I II II�I...I.I�I.L1�II�,'I--.�II l:I.I��,�I,II I�1.1.II-�I 9,...-.III I-,.�,I.�,.,I0 I�,I..I I:.--_��1�l�II I��1�.I11�I.I�--I1...,�II.I�II��1�I�,.I1I.%.�I..�I-.I,�I�I..I I I�.I-'1>11�II I.II.II1 1,.III.�"I�..II;,.��I I.-I 1 I�I I.I11'�1.1 I1�1I�.I,.,.-II,-.�'�II,I�1II,I I,:,I L I�.I LI I'-I IIII I I�. .I.��I I.II-.II II�..'�.'-III,I..I..�11.I..I1I�.._111I...III.�I�I I..I1I-�1,II.-.I�I�-.I.--I�.II-I.I..�.�II��.I-I II..I I I I.I.1.-I I..IIIII I..I..�..I III-..:��I I�I..I.1.I I�.-I,....I.II I I. II I-.:.r I < B PROGRESS ��P3526 S3 = THREE-WAY SWITCH - . -- �'- - - -- -- -- - I.I�I.6.C 1�I.I I.�I.I.1I.II.I.4,_�Q..II���I,ti.-I.I(X i�X�CI�.--.XWM.I'..:..".��_�L.. ��O • - ;C NUTONE #8663P .W/ 'ALUMINUM DUCTWORK & SD SWITCH W/ DIMMER --- R j - • #836 I Tv Ij 12 5I j I �I V ` . , ,�1L �II�:�r.-,�.�.,��1��,I�J- r,1,�.� w SWITCH LIGHT & FAN SEPARATELY = = C Ij II I. ` ,�, I LDY I CL :I 5'-��,I_.-1 I"1--% 7.t.I1WII.I%2,1I�1��D.-.Id1I�� -I 6n,.�I'�I.IJ.�I-1 1 1.-'�"�-1.,,,,,..I4_.I,01c�W&I I I.-1.m.1 II-,I'II1I.', '1I",.1�1$o.,*�-.�1�II',�I..',- ;��I�,,�I.�.-,1.'��!.II II.1I. �I.,"I-I.II f I I.'l�.I�-,-.,.,I,.�,�1��.�1 .I.I,,1 II,1,�,�1 I"�"1�I I7.'�1.-.�-�I, I 1.II�-,4I, ,,,...,�.....-1 'II 1:i 1,""1 1 'I,I,,),_,.� ,��I�.-��1,1*r'I._-�.�-1 I�4:1_�:l�I1 ,I.,.:I,3i"� .�.�II. �.1'.��II�. _,1 1 1,1-.I.I'0,,.I'�,"0"rW-,1�..6'�1,�04 o�., �.�1'.�J I, L I.I_.1 i �."��,'I .. ., .,11,L..I'I I - . :: D = PROGRESS �/P7375-30 & = DUPLEX RECEPTACLE I I I 1 II . _ _ I . I ; , E PROGRESS #P5203 ,. W? = WEATHERPROOF GFI DUPLEX ,RECEPTACLE _ � °`11,I.� _,E1- , - `;SAME AS E WITH PHOTO/INFRA SENSOR CONTROL 1 _ - -: _ . . F PROGRESS ��P7186ES - DUPLER RECEPTACLE, SWITCH TOP OUTLET _ I ! I `"_ 6 I S O •1 O O I l. * = SPECIAL PURPOSE RECEPTACLE I 1 / +I ,, G = PROGRESS ��P5691-68 MNT. ON SOFFIT - - ` �_ I --F, TELEPHONE OUTLET I �` - - 53� - - I I H = •PROGRESS#P7222/P7216ES �� I , , • -�W = WALL TELEPHONE OUTLET I 1 , QI = PROGRESS ��P7220/P7214ES BEDRM#3 ID BEDRM#4 7 I ..�I ,= 0 = CABLE TELEVISION OUTLET \ O J 'LIGHTOLIER #5193... O < :.<., ., ,MNT. 11EIGHT'AS DIRECTED BY "ARCHITECT 5 1 " -0 �•, . O N = ZINGT.E STATION SM6KE DETECTOR BY ELECTRICAL CONTRACTOR - ;` 1 `,e EQUAL<,TO CHLORIDE #V12211R 'EMERGENCY LIGHT; - - . 1 c .v . . I . .. t ■,'` COORDINATE ALL SWITCH AND RECEPTACLE MOUNTING HEIGHTS - - BA H #2 . r, - ^ _ / 1 I--7.,-�/-.I I�I E 1--IIIIIIIIII---FL.-/[=r--I�0,-II;�.�I!1I;II."�I1,--,�:�:.IIr,1 1i-F - Lu . , `X., PROGRES5 #7153-30. WITH ARCHITECT PRIOR "TO INSTALLATION I / • PROVIDE 1-75w PORCELAIN BULB HOLDER/' SWITCHED FIXTURE . ©V x ),I:�-f=-l--1Q1 0.6-: :-F.I -7--I -_I_ -I _.-I I__-I�/..I -r,I ..� --. .I�-dI b C--��-I-I I!����3 J-. I1!1�,IC�.I- ..�--I:.I(IILI I-*-."1I_)t oI1_-.�F\;1I I,;_�o t_ ' ABOVE ATTIC ACCESS PANEL ,, . . l FM _ NUTONE # LB-12 (WHITE) CHIME, MNT. '7'-0" A.F.F.' ! P , < � ,fl -- I -, PROVIDE 12-75w PORCELAIN BULB HOLDER/PULL CHAIN FIXTURES OO ,'= NUTONE # P8-18L BUTTON MNT. �8" A.F.F. O O� EVENLY DISTRIBUTED IN BASEMENT �. .. - .. - "..,1 .._. . . - _ , L' I I r ,._, . ..•,v_ _ -I_.,�_.. , I , / ,PROGRESS # P547$ AND P5390 POST : , BEDRM#2 I. . 2O _ ' POWER FOR ELECTRIC DRYER I '7 'r-� N PROGRESS # P8TG AND P6663 . O O3 POWER FOR DISHW!><SHER 1 0 - PROGRESS.# 'P5617 16 . C_L I Ii. r ! O4 = POWER FOR ELECTRIC RANGE I , _ __ ! i 1//�\Q) / V 0, , ;:' �ST R CL } O5 ' = POWER FOR RANGE HOOD i - _ -- I ��� I I T./ rj f , = PROVIDE POWER FOR ALARM CONTROL PANEL BY OWNER I I ; = CL-- _ - I I ' - ' BEDRM#5 I . . = POWER FOR AUTOMATIC DOOR CLOSERS j 0 - I; . BEDRM#1 _- I O LIN -. CL -- - - ' J 1 ♦ - b I 1 O O-- 1 I ' °U I Z I . I / 1 lI . I I �w,r OI . . j i i , L o - a s , - -- - - -- - - - -- - - -- - -- - - / �- , /�: � Mn �- - _ - . I �° y / H N i ` - H - _ - -- - 1 ,ELECTRICAL SYSTEM OUTLINE SPECIFICATIONS 1 x - - • ,� - -- c - ; 1 I I -," o W � ��ATH #1 BEDRM#6 ( 0 U A4 k , I - __ --- m � � 1 . Co 1. Electrical Contractor shall provide all design, engineering, labor, materials, tools, 12. Finish Lighting Fixtures, accessories and other related electrical devices shall be as !I 5� ` I U x x . , I , _.SF a a a U \ ' equipment permits and approvals required for the proper installation of a complete indicated on the Electrical Fixture and Symbol Schedules. Provide new bulbs as I j ! -S � �J i �nG x wx �o H o - electrical system consisting generally of a 200 amp underground service, panel board, recommended by Fixture manfacturer in all Lighting Fixtures at time of Project ; HVAC i �. ♦53 = -- -- 5 � �- I I F H z � / - = breakers, connections, branch circuit wiring, lighting, Bedroom smoke detectors, completion. I J J I ) LIN e 53 CL :, `5 Q Cn x`K z x Emergency Lighting System, switching, outlets, grounding and all electrical system 13. Provide design, engineering and layout and installation of a complete Emergency and Exit FAMILY ASE J L- l i ` //ty� S3 . I W U x , 0 , r t O,, __ , �O I I CL - -- 1 ` i products and work required for the completion of the installation of all equipment and Lighting System complying with all applicable Code requiremen s. i _ Y __ -• w r ' x other com onents that have been furnished and installed b the HVAC, Plumbin Cable \ ' J �� ' x w a P Y 9 s TV, Sprinkler, Alarm, Telephone, Vacuum, General and other contractors. Prior to 14. Fire Alarm System and Telephone and Cable TV systems are not the responsibility of the I �� v STOR CL STOR C7, I ',/ � o 4 p FOYER d I I „ w r submitting a Bid Price, ascertain extent of electrical system work required by these Electrical Contractor; however, he shall fully cooperate with the proper and timely i \� ?- - - - - -- -- K contractors and include the cost of same in the Bid Price. installation of these Systems by the Owner and Others. I ` r5_ i O 1 \ I 0 � o N t , - 2. Electrical System work shall be as indicated on all these Drawings and specified herein 15. Upon completion of electrical system work, arrange meeeting with Architect to instruct I / O El I � $4 , '? i Q o I and shall comply with all Massachusetts Electrical and Building Codes and all local Owner as to,correct operation and maintenance procedures. / ( D i " _ - 3 . I\. II-_�_e� �I,1!.:III�:I k and Com Electric regulations and meet the highest standards of current industry and \ K O"- f HALL#1 ¢�r�� I .0 trade practices and all product manufacturer's recommendations. 16. Provide design, layout and installation of a smoke detector system equal to Gentex Model E @ I O_ _ ` \ c� J b(7 ro,;U III I I..�. I.., �-I . 1 . .I . C.A I �. %� ,:. I t : 110M at all Bedrooms. Power for detectors shall be taken from a single branch circuit on O I 1 1 J �,-- /v'c" \S \ I N .M >,, 3. Exact location of al finished equipment fixtures switches receptacles and related the su 1 side ahead of an switches. " - - _ : Tom' SD 53D 53 I i .0 M:,c 1 , P PP Y Y - - - - - - l� - - ` v ro: u I ' f - - -- devices'shall be determined at the site in cooperation with the Architect. 4 \ Q j f i - 5 S � \) ",o y ' Aw Uo0P_ 27 � ,N I o ., �vtt' @ lRT 4. All electrical components shall be new first- ualit residential rade. Electrical 17. Provide design layout and installation of a complete Emergency Lighting System to 1 I I -ALNbhk \ ro 41 P q Y 9 9 , Y P 9 1 i / W. I. CA / / r CONT20L Q ro a +' components re uirin maintenance or inspection shall be readily accessible. Electrical rovide safe egress from all areas of the First Floor, Power for System shall be equal /� / e _ P .q 9 P P 9 q � Qi -� Dk5f_' I i I Pal E L N,• .` J U a to w system work shall start at the Com Electric hookup at the"ttreet line and include all work to Chloride #CMF-125 with single light head mounted on Chloride # "TT" (6 volt-12 watt). �6- i / ' / I II ( Q\VN • o 0 from that point on. Underground service wiring shall be properly sized Type RHW aluminum Install power/emergency battery unit in Basement where directed by Architect. II: - - '- -,. __ -_ .- � _- _- .__`I I� „ I g ' I I �Y \ Q LL Z a CFI. service cable. �+-- / I; ! II (C W V $4 :I ,W I L - � / I 4, ,n 5. Entire electrical system installation shall be performed in a first-class manner / ( ; I (STAFF TV LIVING C - Q 0 ., E consistent with best current industry and trade practices. Prior to proceeding with the I i 1\ ,� ` '!', , �`r i • electrical system work, Contractor shall fully coordinate all requirements and r\J I \ I \� 6 / I u•ro details of same with Architect. All materials shall be securely installed plumb ,� O 1. . , I =. and/or level. Front edge of flush mounted outlet boxes shall be flush with face of I 1 TV O I ! 1 a. M .0 f I KITCHEN 1 u ; ' finished surfaces. Wall outlets shall be installed 18" above floor and switches shall IL© I I I I _ •_ `. X: •., 1, be, installed 48" above floor. Counterto and s ecial outlets and switches shall DINING ! b ~ 11"' �- � 3 P P I I� be installed at heights required. Wiring shall be run concealed and in joist bays as much as possible. I j + "�--�1�� ; �Z (/ I ,,,.. „� # " LL, (.� ,0 o 4' - f . I a) 6. Entire electrical system shall be properly grounded in accordance with Codes and j _ ,- ._ - -- - _ ____- __ ___-_ J ,J r o _ -- - I a I__ ------ _.- --- ' Commonwealth Electric Company requirements. Provide Ground Fault Circuit Interrupters --1 , . a a W .- N o �, wherever required by Code or indicated: L_ - - - -a1_ �I J � 0 0 3 - - -- - -- - - -- - - - -- - - - - - - - - - V V W �., a 6OFPI,r , Z 'a N M 'ro 7. ,Do not cover up any electrical work until it has been properly tested and approved by - 4 'r o - Local Inspector.. 00 ..■� ' 0, � .2 c , W W $4 0 a 8. Panelboard shall be 40 circuit surface mount type as manufactured by Square D, or equal. NOTES: 10 Branch circuit breakers shall be plug on type as manufactured by Square D, or equal. W W i Properly size and arrange all circuits as required by Codes and required for a proper and ' . II II�I I.*I.�II:7I I I IqI�-..I.. -.II.I_.- .... .�II .-.I 1�-..I..�.I�� II.. �'L..I' 'L II I��I-I��.II.�..I .I .. ... ��I I I I - nt nstallation. Provide t ewritten director card on anelboard door efficie i YP Y P t{ I�I. �'.I M1&,,.I MI..r,.�,��-1 I,I.I.1�=.1I I��,,I1'I._...,�,,__.I_�-I�I,I I,..I_I�I..-I.�. 1.1 I..,I I�I.II I. "�. I. 00� I�AT� ,uT OCbTIDtJ 0 EG7 dl.. W'F ; ,. ' indicating areas and-devices serviced by each circuit. Coordinate actual circuitting L F L L, IBC with Architect prior to installation. WINC , FiXTUESJ CQAQONFINTS \V1i u ,, '- I��I..I,i,1."I,=q�1.I1,-I I1-I1I-�,,,1,�,.�L�I�,I 1 I.-I"I 5 RUcTURaI. SPRINKLE �+vd c bN� °Luti�lAlD Q y . p 9. All wire conductors shall be sized according to Code requirements. All circuits 0 ; � O 1I�5TALLJ��10N, �I�CI�L �,1.I�1,1I-..,.:1-1-.-'11...I.,�I-,�I'.0X�q1�.�I..0 I--,..-I.1.�.I.I1� " shall be wired with an unbroken neutral conductor and with switches connected to the live �ocdTlot4 © ALL >✓L';�T�.IcAt s\41TCurS, side. Connections throughout the job shall be made with solderless-type devices. All ;w GEoPT�GfL S D 1=1��U2E5 BALL A6 °1-�'.. ", branch circuit wiring shall be soft drawn, solid copper and annealed to 98% A 04QVDL! �'( A�G�IT�GT 4T 51TE� conductivity. Wire and cable shall be manufactured by, or equal to Anaconda. a 4 , , - • . • 10. Each outlet in the wiring system shall be provided with an outlet box of sufficient FLOOR PLAN N ' . size, volume and material to suit the conditions encountered. Provide junction boxes . I:IIi.I,�-'-�.,�-7�I�7=-_, -I.I l I�_-II .a__I,1,I IJ I--��1II.�I/M�-I 4J I1II-I 1i.I _9�I.0I.-i1 PI,q�� .I�d___P_r F_.,11---b:,41-,1,_I�_(L 1!, ��4ft-_)I I1 E_Y F_I! Z-I1,�.IL�I_.�L�_--T7 4.?I I A_I J-.1 4 Sr6.N,II Fu,J-I� I k0�6-..�#I5.�II�.I..\\2 I/I/1 I I�1 I I 1I I)I� J-1II�I_I�I.IE.I 4-.a_II�I[-&��� -�FA_._II-_C_-._T:_I-.1 I.I�L I.�I.I.�T_. .1��.....I_ I.I II 0 I,II�I.D �IV�I��I,1-.I.I.-.,I L.I1I._.I..I.d I�.-.,I&..1�-� I I.I b.-I-I�.- I�,0-II.�.���I I�I.:1 N 1 I 0 I..,.I I.0 I I..;I��.\Ik..�I.,I�I. i,'\III6 6.._I.�'E�..I I..I.I,�-II_./.,.-\.�- .II-,L.II,I I1�`.....1I1 @,-.,�.�-..�..1 1I�I,.I �'.I-I�I�.-1I 1I II.IILIIII ILI.I I 1 1 I-I 11 I I1.,1�7�I.-.1I 1�I1I.��II 1I,I IIII.I..I�'I I,II-.I 1I.,�..I�,.I1�.�I,'�.1 I IL I..,...III e�.I.1I...I1.:I.�I�I,I II�1.I/I,�II.�..I I1I I,-1 II II.I�I/1 I.,,..�.,./ 1 II.�I.I 1,...1I.I-I.�II�,�...,I1I I I-i�I.,,.-.."I1 I..,..I-�1..II I I,II�..I,._.I 1I I I�II,I.I�I.I-.1I�.��.�I..-1 I I..'.,.I1.I.-I1-I�I.I1 I*1 I.I�II.I/,IIIr 1II�I I I1.II.- ��b..I�I:.�-I I-I.I,1 II I 1 I,1-..I,I�-.III--I 1I--;1-I.-I',,�.�..."�I�.I III,,-.I,I1 4.L.I.I-I I,I ..1 I.��II'.I I I I.I _I.<1�1.II1II I��.,I1.1�I.,..� .,.I..,I 1 II I I I,�II,.�1."I I.1..:".,I.1"....,��,_�.I,,.I,-,I,I,II I.I�I 1�1.�-,,�I"1,..,,I I;I.III�II�.-I,"I,.I-�I1 1I.1 1�I I.1-I "I-..,�-,II,,.I"'.�I�1.,1�-�I�I,�I..I II�-I I1.-I.I�I.I,-..�I,I�.I i,.I.1�",,.I.I,I.I 1 II-I�..1-.�II�.I I...II.I.,1 I.I,I.-,�I1..I1 1 I...I Ir,I I�,�II.,.'. .I-".I.1II.,II.�.1 I�-1�,."I�,.I�1I!I.1 1..!.0-�II1,�.,..1 II,II,�I I-I I I..-,I.I I"..1�I I..�,1.II.:.1L I 1�III-'.-..�,I,I-III I..I-,��.I 1I".I,I I I..:IIL�-"�I 1I..-I%'I.. 1.1-1.I.I-,..1�,11I.,�.-I IL ,:I..-1�,A��.I�-��.:I ,I..�1�L,I.I,I.;d.1�I.,1.1. where required. Provide weatherproof boxes at exterior. Provtde Ground Fault 0'_Z Interruption (GFI) wherever required by Code. BLDG'NORTH • ':V 0 •; '4N �I.d L:-I�1,I,I..d,,II.t�I-II..I III I II-I.I,��,I.�1:"II�I�IIE.II I.I�I-I..I�I�.�I-II.I.C,.II,I.I.I II.-.�I.�I�1�.I,,I.I� .II1._II I.1 I1.1 I�.�I.II�I.,.1.I1.1 I,II1I-1I II 1e. 1- 11. Receptacles shall be flush mounting type with compositon body, 15-amp duplex grounding type manufactured by or equal to ieviton "Decora Electronic Controls". Switches shall } _ 'Q 11 I.1II,.IIII I.,-�II1q�1 I. ,�..I I.:,:.1 1�I I,, I,-I1.1:-1-,I.I..III O�I1I .II,M.49,I-,.I.�21 A aV�,I�1XXU 3mIV I,I I,,-,I,I 1 II�. �I.IA�, -iI,.i..I,. ,I 1.'1 II�.-II,,.�N..,'.=I , , be 15-amp manufactured by or equal to Levitron Decora Electronic Controls Color of `' 0 ; " receptacle and switch wiring device composition material color White. Cover plates L'�lW�.W5.0. t - i - - shall be smooth plastic in number of gangs and types required by symbols indicated, color White. .� ' , • A . .. _, . . r r : . , - - - _ , t , , _ -' 9 � , . - ".,." r .. ... ,