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HomeMy WebLinkAbout0790 FALMOUTH ROAD/RTE 28 - PLANS 01 me y� SYMBOL BML SCODS� N(x C Ar' chite tC U ral Use Group: A-3 Assembly GSF Of Building Area r�rBUILDING SECTION Nunn R-2 Residential (Multi-family) GSF Of Building Area IO/A4.02 SECTION NUMBER/SHEET WHERE DRAWN Team POINT IN DIRECTION OF: CUT STUDI 456 CZE NET SF Construction Classification, -5A Vertical Separation (Between Floors Of Different Use Group) WALL SECTION 50 Commandant's Way SECTION KM�/544EET WHERE DRAWN A3 R2 I Hour POINT IN DIRECTION OF CUT �PAQTITION TYM R2 R2 1 Hour At Admiral's Hill SEE DRAWING AS,01 AND A$.02 Chelsea, MA 02150 Horizontal Separation (Between Areas, Of Different Use Groups DETAIL SECTION On Same Floor)* Telephone: 6117-889-4402 • Q N --DOOR TYM, WE MON N DOOR SCHMUZ SEC, -NIBERISHEET WHERE DRAWN A3 - R2 , 1 Hour -884-4329 POINT IN DIRECTION OF CUT Fax: 617, EILEVATION MAW Fireresisfance Ratings Of Specific. Elemenfst Exterior Walls 40AA INTEOCQ ELEVATION WINDOW TYPE AS-03 Loadbearing ....... ................I Hour > TYPE NLK49ER SEE DRAWNG Non-Loadbearing............................................................0 Hour 19 EVATION LETTER Fire Walls/Party Walls................................................2 Hours REVISION Fire Separation Assembly SmokeBarriers..................................................................I Hour ELEVATION EXTERIOR 4/A4.02 Fire: Enclosures (Exits)...,.............................................I Hour (Sect. 816.9.2) ELEVATION KLAeER/SHE5!7: WHERE DRAWN ACCESSIBLE UNIT SEE LIMIT PLANS FM MOIRE Shafts (Other Than Exit Way)...................... ...I Hour IsISTRUCTIONS Exit Access Corridors.................................................I Hour TenantSeparations.................. ............I Hour (�A�DETAIL D Dwelling- Unit Separation...........................................I Hour 0 TAIL NUMIBER Other Non-bearing Partitions.................................0 Hour HEFT WHERE DRAWN EXTINGUISI-M Interior Bearing Wails/Columns Supporting More Than I Floor......................1 Hour COLUMN GRID Supporting I Floor Or Roof Only.............I Hour IW1-ME. EXTINGUISI-M IN RECESSED WALL Structural Members Supporting Wall..............I Hour CABINET SEE SPECIFICATIONS AND LLMq C814TERLINE CaIMAL -NOTE Floor Construction (Including Beams).............I Hour 0 LINE N 0 AotFrTER Roof Construction; 15'-0" Or Less To Lowest Member.......I Hour Code References- Massachusetts - State Building Code 6th Edition Massachusetts Architectural Access Board Alk no a l n i a u ('on) L R ST OF DRAWR N"S DEVELOPEQ : Parkside Senior Services, L.L.C. 13 Riverside, Suite 202 0 MA -224.9 Weston, 02193 6.17-894-5500 (f ax-617-894-1675) V, > UUOO 0000 zlll�>i 1­ 0+,:0+,:Z5 Z5 AP.,'CHITECT : The Architectural Team, Inc. -FT= S.lR T.1 Title I ' l 101 1 Foundation Plan - Ri ht 1011 50 Commandants VVay at Admirals Hill S.1 L Foundation Plan - LeW Ll Site Sur,,�, S.2R 1011 Second Floor Framing Plan - Right 02150 , Chelsea, MA L2 Site Area an • S.2L Second Floor Framing Plan - LeW 191 1 L3 Site Plan S.3R Roof Framing Plan - Ri ht 617-889-4402 (f cx-617-884-4329) IS L4 Site Grading and Utility Plan S.3L Roof Framing Plan - Let • L5 Site Details • S..4 Structural Details GENERAL CONTQACTOQ : Congress Construction Company, Inc. S.5 Structural Specifications and Details mum LPl --Landscape Plan West Peabody Executive Center • K.1 Main Kitchen Plan 1 101 1 1 1 1 1 1 1 1 DMS/DVL/FN A2.01 First Floor Plan 101 mom 2 Bourbon Street A2.02 Second Floor Plan 1*1 Hl First Floor Plan Lef t 101 A2.03 Roof Plan 1*1 H 2 First Floor Plan Right 0 MEL GMK 1k, Peabody, MA 01960 A2.04 Enlarged Floor Plan *1 Left H3 Second Floor Plan A2.05 Enlarged Floor Plan H4 Second Floor Plan Right 4. 978-535-6700 (fax-978-535-6701) A2.06 Enlarge Floor Plan • H5 eating Details • A I I I I NOW A2.07 Enlarged Floor PLan H6 Heating Details 0 A2.08 Enlarged Floor Plan H7 Heating Details A I t__u 9704 STRUCTURAL ENGINEEQ : V itas E Veltas Engineer ' Enlarged Floor Plan • H8 Boiler 'Room Plan 7­7141 e A2.09 A2.1 0 Enlarge Floor Plan 79 Show Street A2.1 1 Enlarged Floor Plan FP1 First Floor Plan - Left A2.12 Enlarged Floor Plan • FP2 First Floor. Plan - Right • Braintree, MA 02184 A2.13 Enlarged Floor Plan - Left 10 1 0 FP3 Second Floor Plan . A3.01 Partition Types FP4 Second Floor Plan - Right 617-843-2863 (fax-617-849-2065) , 0 • A3.02 Floor Ceiling Assemblies FP5 Attic Level - Left A3.03 Window Schedule, Elevations & Details FP6 Attic Level - Right • A3.04 Door Details MECHANICAL AQH Design Associates- A3.05 Door & Frame Elevations P11 Subgrade Plan - Left A3.06 Wood Trim Details P2 Subgrade Plan - Right SPW,)INKLEP.,) SYSTEM 180 State Road A4.01 Elevations P3 First Floor Plan Left • A4.02 Elevations P4 First Floor Plan Right PLUMBING ENGINEEI�D, : Sagamore Beach, MA 02562 A4.03 Elevations P5 Second Floor Plan Left. A4.04 Elevations P& Second Flor Plan RIP 508-888-5461 (fax 508-888-4069) A4.05 Building . Sections . 0 Schedules, Le ends an Details A5.01 Wall Sections and Exterior Details .0 1 1 1 P8 Schedules anJ Partial Plans • I V A5.02 Wall Sections and Exterior Details • P9 Details I ELECTRICAL ENGINEER : Sam Zax Associates A5.03 Sectional Details and Entry Porch A5.04 Exterior Details • ' El Electrical Legend and Misc. Schedules 1400 Hancock Street, Fourth Floor A5.05 Roof Details E2 Electrical Site Plan • A6.01 Stair Plans, Section, Details • E3 First Floor Lighting Plan - Left 0 P.O. Box 353 A6.02 Elevator Plans, Section, Details E4 First' Floor Lightinq Plan - Right -Plan Left 0 A7.01 Interior Bathroom Elevations and Details E5 First Floor Power Quincy, MA 02169 A7.02 Interior Kitchen Elevations and Details • E6 First Floor Power Plan Right • A7.03 Interior Common Area Elevations E7 Second Floor Lighting Plan - Left 617-479-7415 (f ax-617-770-1423) A7.04 Interior Common Area Elevations 0 E8 Second Floor Lightinq Plan - Right 01 A7.05 Interior Finish Details • E9 Second Floor Power -Plan Left _0 A8.01 Reflected Ceiling Ion E10 Second Floor Power Plan Left A8.02 Reflected Ceiling Plan 0 CIVIL ENGINEER : Atlantic Design Engineers, Inc. Ell Kitchen Plan • A8.03 Reflected Ceiling Plan- E12 Enlarged Typical Unit Plans 39 Pleasant Street A8.04 Reflected Ceiling Plan • E13 Electrical Service Riser 101 4 Miscellaneous Riser Diagrams Sagamore, MA 02561 508-888 ' 9282 (f ax-508-888-5859) GEO-TECHNICAL Geotechnical , Consultants, Inc. TITLE 133 East Main Street UN R T D R STRRIBUT R ON -Marlborough, MA 0175- 2 . 508-229-0900 (fax-508-229-2279) � HEET UNIT TYPE LOCATION APPROXIMATE NET STYLE OF BEDS OF BATHS HP UNITS FIRST FLOOR SECOND FLOOR TOTALS SIZE RESIDENTIAL AREA INTERIOR DESIGN : I<entc' o Corporation STUDIOS A 28 28 0 10 28 332 S.F. 9,296 S.F. 80 Washington Street Suite <.45 B 4 4 4 2 2 4 364 S.F. 1,456 S.F. TOTALS 2 32 32 4 12 20 32 N.A. 10,752 S.F. in Numm Norwell, MA .02061 I BEDROOMS C 35 35 0 15 20 35 451 S.F. 15,785 S.F. 617-871-6333 (f ax-617-871-0066) 9704 D 4 4 4 2 2 4 509 S.F. 2)036 S.F. - DAM TOTALS 2 39 39 4 17 22 39 N.A. 17,821 S.F. QTCHEN ' DESIGN : United Restaurant Equipment Company 0-7 2 BEDROOMS F 8 4 0 2 2 4 653 S.F. 2,612 S.F. NOVEMBER 14, 19.7 , S.F. 1,860 S F. SHIM W� Route 146A Eddie Dowling Highway F 6 3 0 1 2 3 G 4 4, 0 0 2 2 761 S.F. 1,522 S.F. North Smithfield, RI 02895 9 0 3 , 9 N.A. 5,994 S.F. TOTALS 3 18 800-556-7338 (fax-401-766-4426) GRAND TOTAL I 71 89 17�82 8 32 48 80 34,567 S.F., 01 UDI 4T5A6 CE k s , ZONING REQUIREMENTS RC--1 /RESIDENCE C--1 REQUIRED PROPOSED .11 MINIMUM LOT AREA (S.F.) 43,560 SF 3140730 SF MINIMUM LOT FRONTAGE (FEET) 125 440.37 ROU TE 28 827.69 WHITEH ALL WAY MINIMUM LOT WIDTH (FEET) - N 132' ROUTE" 28 B �� MINIMUM FRONT YARD (FEET) 30 131' WHITEHALL WAY k o MINIMUM SIDE YARD (FEET) 15 226' MINIMUM REAR YARD (FEET) 15 65' MAXIMUM PERCTENTAGE OF IMPERVIOUS AREA/LOT COVERAGE 50% 30% MAXIMUM HEIGHT OF BUILDING (FEET) 30 21.25 MAXIMUM HEIGHT OF BUILDING (STORIES) 2-1/2 2 PARKING SPACES 30 54 TOTAL PROVIDED PARCEL 6-1 N DIVERSIFIED FIN. \� PARTNERS IlI PARCEL 4-4 LEON D. NARBONNE & o FREDRICK J. THACHER JR. LIGHTING SCHEDULE TRUST •. PARCEL 6-4 p TYPE SYMBOL TOTAL UNITS PARCEL 4-3 LAMP POST z 7 LEON D. NARBONNE TRUST PARCEL 2 BOLLARD Q fi ROBERT & SAMIRA H. SCHUMANN UTILITY --O 12 N 14'29'12" E \ SIGN 1 466.13 GRAY AND ROSE COLORED � - CONCRETE PAVERS REFER TO ARCHITECTURAL PLANS FOR PATTERN k 12" CAPE COD "AUTHORIZED VEHICLES N 09'08'22" E o BERM (TYP) ONLY" SIGN - 250.81' R=30' I 14' WIDE GRAVE FIRE Accr_ss LA E SEE SHEET 3 F O R P KI GO RE tt PARCEL 232 NOTES AND LEGEND DON ALD E. & ' KARIN PIPATTI w R=4' TYP R=20' CONCRETE WALK PARCEL (TYP) BRICK PAVERS L N R=16' N R=12' R=42' AREA = 314,730 S.F. cp R=29' R=16' 7.23 A.C. e CONCRETE SLAB EE2 :,;• ,y> sr CONCRETE DUMPSTER PAD WITH '� CHAIN LINK FENCE AND LOCKING ECEIViN EE5 -s o GATE WITH PVC SCREENING SLATS GRAVEL WALK No 5s c _ Y GRAVEL WALK N. -° # , Q NJ 24' END OF CONCRETE CURB CONCRETE SLABS 12" CAPE COD BERM (TYP) PROPOSED 14' WIDE GRAVEL EMERGENCY VEHICLE ACCESS 20' TYP f CONCRETE SLABS (TYP) EE3 y Z 1 9'(TYP) O EE4 � PROPOSED ASSISTED t A 12" CAPE COD BERM (TYP) 4 LIVING FACILITY PROPOSED R=30 O TWO STORI DECORATIVE MHB/LP t PARCEL 233 "= F, ES 5' GRAVEL WALKS PROJECT SIGN p� 0+00 wVH!TEHALL DRIVEWAY JANUSZ L. & 5' GRAVEL WALK COVERED PORCH F EL' -` 63•00 AND LIGHT-,,,,,,, ,,� a 261+15 ROUTE 28 WEISIAWA MADE) 2 REFER TO ARCH. PLANS �o I O TRAN ENCE EE7 CONCRETE SIDEWALK AT iIlk BUILDING ENTRANCE 5 CONCRETE SIDEWALK FLUSH '� EE1 ` �� 'f' WITH BITMUNINOUS PAVEMENT �2 6 5' CONCRETE I; .( 1 R=42 R=30' 226 SIDEWALKS R=24' ONp G L J p. R=46 2 S�N�RP� o EEfi R=24' O - - '�'' R-32 . e� HANDICAPP D a- 5 GRAVEL WALK gyp, RAMP (TYP) o p "STOP" SIGN - — R1 1 HANDICAPPED 17' 44 ARKING ONLY o \ SIGN (TYP)) � \R=24 5 `' R=24 R=255' o R=48' 4 k 4 1 R=48' TRANSITION DRIVEWAY y o a suo• FROM 24' TO 22' WIDE s `J 40.00'. o w .r(pl # R=233`� mot.', 80. 0, PARCEL 234 O ryti TEMPORARY v; 01 DANIEL & CHERYL BITUMINOUS CONCRETE 2 OR CEP 4 HANDICAPPED SPACES CONSTRUCTION SIGN VIM PAZZANESE PARKING AREA (TYP) Z 4 (TYP) �`'\�G P = 40,00' /10 R 75 O M QP��\� 12" CAPE COD ... � BERM (TYP) .� R=24'-*� 5' CONCRETE SIDEWALK AND CURB TYPICAL NEXT TO BUILDING "DO NOT ENTER" SIGN R=97' N � < c„ PROPOSED 22' WIDE GRAVEL, R=12' `kk EMERGENCY VEHICLE ACCESS a R=16' R=42' \ S 11'O6'22" W 827.69' LHALL ( 50 ' WIDE PRIVATE EWAY R=57.7'-_____,./ CONSTRUCTION DRAWINGS -__ - SITE PLAN ' FORr \N WHITE HALL ESTATE 6' R=80.5 k HYA.NNIS, MASSACHUSETTS PARCEL 167 OCTOBER 14, 1997 PARCEL 166 PARCEL 165 PARCEL 164 PARCEL 163 PARCEL 162 \ PREPARED FOR: PARCEL 161 PAPKSIDE SENIOR SERVICES 13 RIVERSIDE ROAD, SUITE 201 i WESTON, MASSACHUSETTS 02193 FILE .154-XVSP limb ® Designed by : SCALE Sheet of DESIGN ENGINEERS, INC. brawn by : SCALE 1" 30 4 Cumm" t�ed<ed by : 0 15 30 45 P.O. Box 1051 , Sandwich, MA 02563 (508) 888 — 9282 Field survey chk. by : , JOB NUMBER Approved by : _., i NO. BY DATE REVISION 1543.0 LEGEND Q EE3 EMERGENCY EXIT # 0� PROPOSED LEACH PIT NOTES 25 PROPOSED PARKING SPACES 1. VERTICAL ELEVATIONS ARE BASED UPON NGVD. PROPOSED SEWER MANHOLE 2. EXISTNG CONDITIONS AND PROPERTY LINES ARE TAKEN FROM A PLAN BY @1 PROPOSED DRAIN MANHOLE TUNDRA/DEFEO, WAIT AND PARE, INC. FROM SEPTEMBER 1996. BUILDING LAYOUT IS TAKEN FROM PLANS FROM THE ARCHITECTURAL TEAM, INC. O PROPOSED CATCH BASIN DATED NOVEMBER 8, 1996. 3. ELECTRIC, TELEPHONE, CABLE, AND FIRE ALARM SYSTEMS SHALL BE PROPOSED HANDICAPPED RAMP UNDERGROUND. ALL UTILITY STRUCTURES SHALL BE PLACED IN ACCORDANCE n �N� PROPOSED TREELINE WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY COMPANIES AND THE TOWN OF BARNSTABLE FIRE AND PUBLIC WORKS DEPARTMENTS. 61 PROPOSED CONTOUR 4 IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY DIG SAFE, THE 62x60 PROPOSED SPOT GRADE BARNSTABLE DPW, AND ALL UTILITY COMPANIES, A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION ACTIVITIES FOR LOCATION OF ALL ETC PROPOSED ELECTRIC, CABLE, UNDERGROUND UTILITIES AND UTILITY COMPANY AND DPW APPROVALS. AND TELEPHONE SERVICES �;� 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING CONTINUOUS ACCESS TO ALL EXISTING DRIVEWAYS WITHIN THE LIMITS OF WORK AND FOR W--- PROPOSED WATER MAIN /� MAINTAINING A MINIMUM OF ONE OPEN LANE OF ACCESS DURING WORKING HOURS AND TWO WAY TRAFFIC AT ALL OTHER TIMES. G PROPOSED GAS SERVICE + /j CONTRACTOR IS RESPONSIBLE AND LIABLE FOR ALL THROUGH TRAFFIC _ o-- PROPOSED PVC DRAIN LINE DURING CONSTRUCTION. REFERENCE: MANUAL ON UNIFORM TRAFFIC FROM BUILDING DOWNSPOUTS �,��� \ CONTROL DEVICES FOR STREETS AND HIGHWAYS. 6. ALL EXISTING UTILITIES, WATER, SEWER AND DRAINAGE SHOWN ARE APPROXIMATE ONLY AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR -- \ VERIFICATION OF ALL LOCATIONS AND RIM AND INVERT ELEVATIONS. \ THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER \ IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. THE UTILITY INFORMATION SHOWN ON THIS PLAN IS APPROXIMATE ONLY, IS NOT \ WARRANTED BY THE OWNER AND ENGINEER TO BE CORRECT, NOR DOES PARCEL 6_ 1 (y� -` \ THE OWNER AND ENGINEER WARRANT THAT ALL UNDERGROUND DIVERSIFIED FIN. 0 \ UTILITIES ARE SHOWN. PARTNERS PARCEL 4-4 \ N D. NARBONNE & 7. SLOPES ON ALL SEWERS AND CULVERTS ARE APPROXIMATE. LEO CONTRACTOR TO HOLD INVERTS FOR CONSTRUCTION. FRED N J. THACHER JR. TRUST 8. CONTRACTOR IS RESPONSIBLE FOR LOAMING (4" COMPACTED DEPTH) pAP�FL h_4 ' \ \ AND SEEDING ALL DISTURBED AREAS, OR PAVING TO MATCH EXISTING. 9. ALL CONSTRUCTION SHALL CONFORM WITH THE TOWN OF BARNSTABLE DPW PARCEL 4-3 AND THE PLANNING BOARD OF BARNSTABLE, MASSACHUSETTS, UNLESS EXISTING END OF WATER LEON D. NARBONNE OTHERWISE SPECIFIED OR CALLED OUT ON THE DRAWINGS. MAIN WITH BLOWOFF VALVE TRUST \ 10. ALL EXISTING MANHOLE AND CATCH BASIN RIMS, GATE VALVE BOXES PARCEL 2 AND OTHER STRUCTURES WITHIN THE LIMIT OF WORK SHALL BE TIE-IN TO EXISTING ROBERT & SAMIF'A H. \ ADJUSTED TO FINISHED GRADE. MAIN WITH 8" PVC SCHU'�"ANN - _ 11. GREASE TRAP SIZING: 90 DINING HALL SEATS x 15 GPD PER SEAT=1,350 GPD. _ - �. 1 1,350 GPD x 200% = 2,700 GALLON GREASE TRAP REQUIRED. ONE 3,000 N 14* 9,12„ E /� ~ 1 - f W \ GALLON GREASE TRAP SHALL BE PROVIDED. 13 GRAY AND ROSE COLORED \ 12. FIELD TIES ARE TO BE TAKEN FOR ANY CONCRETE BOUNDS OR SURVEY �. CONCRETE PAVERS \ MONUMENTS TO BE REMOVED OR DISTURBED DURING CONSTRUCTION. -- - REFER TO ARCHITECTURAL t \ 13. ALL WATER PIPE AND APPURTENANCES SHALL CONFORM TO THE TOWN OF 8" PVC WATER MAIN PLANS FOR PATTERN l BARNSTABLE FIRE, WATER AND PUBLIC WORKS DEPARTMENTS. ALL WATER U TO WHITEHALL WAY N 09'08'22" E \ PIPE JOINTS, VALVES, HYDRANTS, AND ANGLES SHALL BE RESTRAINED WITH MECHANICAL JOINT RESTRAINTS BY MEGALUG, UNIFLANGE, OR APPROVED EQUAL. 250.8 1 ' 14. THE SITE FALLS WITHIN FLOOD ZONE C, PER BARNSTABLE FIRM MAP PANEL 250001 0005 C, ,LAST REVISED .AUGUST 19 1985. 00 ALL ROOF LEADERS SHALL BE ROUTED TO LEACH PITS WITH SCH 40 PVC PIPE. REFER TO ARCHITECHTURAL PLANS FOR EXACT ROOF LEADER LOCATIONS. 4 DIA, 6 DEEP LEACH PIT WITH 16. ALL NEW ROADWAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH 3,000 GALLONE�SE fiR 62x2 2' STONE SURROUND (TYP) ` \ RIM=62.Ot \ \ THE REQUIREMENTS OF THE BARNSTABLE DPW. INV. IN.=57.31 INV. OUT=57.06 `-�-�\ RIM ELEVATIONS=61.8t \ 17. ALL EXISTING TOPSOIL SHALL BE STRIPPED, STOCKPILED AND RESPREAD PAPC;_L 232 I ` AS REQUIRED BY LANDSCAPING PLAN. DON ' .',-)�IPATTI E. & 18 REFER TO LANDSCAPING AND IRRIGATION PLANS BY HOME PHILIE, INC., DATED k.;ARiN R PROPOSED 01SED SMH1 ' 62 �� '� PARCEL 1 �� \ /�' 11--12-96 FOR LAYOUT AND SPECIFICATIONS FOR SITE LANDSCAPING AND INV ]N=56.70 UNDERGROUND IRRIGATION SYSTEM. 8"x8"x6" PVC TEEINV OUT 53 40 " AREA = 314,730E S.F. � \� 15 LF 6 7.23 A.C. 19. REFER TO ELECTRICAL PLAN PROVIDED BY ARCHITECT FOR SPECIFICATIONS 60 ETC PVC @ 2.0% y \ \ AND DETAILS ON SITE LIGHTS. (2) 6' DIA. LEACH PITS, 10' DEEP EE2 ., j 20. REFER TO REPORT OF SUBSURFACE INVESTIGATIONS BY GEOTECHNICAL W/ 4' STONE-SUPROUND _) \ 18 LF 6" l-. CONNECT ALL ROOF LEADERS WITH \ \ !L CONSULTANTS, INC.; DATED 11-7-96 FOR SOILS AND GROUNDWATER lNFORMATION� RIM ELEVATIONS=60.2 1 PVC 2.0% -� 4" SCH 40 PVC PIPE AND SCH 40 _, \ „� 21. ROUTE 28 CENTERLINE STATIONING IS APPROXIMATE AND WAS TAKEN FROM • INVERT IN=54.89 E IWn PVC CLEANOUTS, EE5 PVC APPURTENANCES TYP 'rn N INVERT (EQUALIZER)=54.79 �= �'- - _ 3' FROM BLDG ( ) r? o, � \ � ROUTE 28 BARNSTABLE 1932 LAYOUT, SHEETS 11 AND 12 OF 14. �{ \ 22. REFERENCE IS MADE TO MASSACHUSETTS HIGHWAY CURB CUT PERMIT G -'*-6" PVC SEWER 62x60 NUMBER 5-25900, ISSUED ON SEPTEMBER 10, 1997 FOR ACCESS TO ROUTE 28. G INV OUT=57.62 1 " 6„ PVC SEWER :,A- � INV OUT=57.62 � o 6" FIRE SERVICE 62x98 �i1 46 LF 6" WITH GATE VAL 12" HDPE EQUALIZER PIPE I PVC 2.0% Mi - 4" DOMESTIC SERVICE EE3 " �L� J WITH GATE VALVE - PROPOSE EE4 N 33 LF 12 HDPE @ 1% I > 108 LF 6" D ASSISTED ;I - rl ,� PVC @ 2.0% LIVING FACILITY MH ,/LP CATCH BASIN 1 �, a 6 TWO STORIES \ -7 RELOCATE EXISTING UTILITY POLE PER PARCEL 233 u' RIM=59.3 j _ no JANUSZ L. & Y INV. OUT=55.30 \ °F1 ' ;, 2 FF EL. = 63.00 \� CB5 RIM-58.7 \1 REQUIREMENTS OF UTILITY COMPANIES so INV. OUT=54.7 I l \ WEISIAWA MADE) PROPOSED SMH2 \_ \ RIM=59.6 / ENTRANCE INV.=51.24 - - - - - , QEE7 PROPOSED 62x98 EE1 i FIRE WATER �- `.�• 20 LF 12" HDPE @ 1% 1 C86 RIM=58.7 / CONNECTION r- \ � INV IN=54.50 IN • 5 59 \ \ INV OUT=54.40 \ P�. , k2x5� 0 NO )� E� / (51 EE6 1 `\ 62 '\ W 17 LF 1 2% ti 24 LF 12" HDPE ® 1 all/ C84 RIM=61.75----► �o 22 LF 12 INV. OUT=57.55 (0� HDPE @ 2% C83 RIM=61.75 INV. OUT=57.21`� 63 Z i 62 40.00 ROP =- --- i, ��1 / YDROANTDW��/ PARCEL 234 GATE VALVE \ / �► os 80�O0, DANIEL & CHERYL CATCH BASIN 2 61 RIM=60.8 3 ` � �4 DIA. LEACH PIT, 6 DEEP �� PAllANESE / -��-�� " INV. OUT=56.60 ,/ � Y / STONE SURROUND 40.00' 230 LF 6 RIM ELEV62.5 � PVC 6" ` 63x3 " !� SITE BENCH MARK: -( 6' DIA. LEACH PIT, 10' DEEP , _ INV IN (12 HDPE)=54.16 �\ \ DATUM NGVD 1929 (M.S.L.) N W/ 4 STONE SURROUNDR.R SPIKE INPOLE #E333/45 / INV. OF 12" HDPE PIPE=57.00 �^ 63 1 NORTH SIDE OF RTE. 28 6 62x2 / \` / ELEV.=58.82 PROPOSED 24 WIDE, GRASSED - - 6' DIA. LEACH PIT, 8' DEEP �-------- 8"x8"x6" PVC TEE W/ 3' STONE SURROUND } \ EMERGENCY VEHICLE ACCESS INV. OF 12" HDPE PIPE=56.16 63 ETC 1 EC WTT ^. 827.69'JL it rr ALL _ y __• ` `` / �s • 3 50 ' ID PRIVAT WAY CONSTRUCTION DRAWINGS GRADING & UTILITY PLAN PROPOSED SMH3 PVC @ 2.0% _ ' FOR N RIGHT OF WAY) EXISTING ELECTRIC MANHOLE 2M=62.7 �f �ITE�-IALL ESTATE APPROXIMATE INVERT OF 49.57 WITH TIE INTO EXISTING 12" SEWER MAIN AT AND WATER SHUT OFF SHALL BE - INV.=50.05 ADJUSTED TO FINISH GRADE, ` ��- SADDLE CONNECTION OR LOCATE EXISTING IF NECESSARY EXISTING CABLE TV AND TELEPHONE \ HYANNIS, MASSACHUSETTS PARCEL 167 WYE BRANCH FOR CONNECTION SERVICE BOXES SHALL BE �, \ OCTOBER 14, 1997 RELOCATED BY CONTRACTOR PARCEL 166 PARCEL 165 � TIE-1 TO EXISTING 8" PARCEL 164 PARCEL 163 \ PVC AIN WITH 8 x 8" PARCEL 162 \ PREPARED FOR: TAPPI G SLEEVE AND VALVE PARCEL 161 PARKSIDE SENIOR SERVICES 13 RIVERSIDE ROAD, SUITE 201 WESTON, MASSACHUSETTS 02193 FILE :1543CNSP Designed by : SCALE Sheet of I DESIGN ENGINEERS, INC. Drawn by : SCALE 1" = 30 2 4 P.O. 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" . i I � . :1 � �­Ql� - I ­ I " _ I � I - J, , I � I , , . 1, � i - � I�.,,` � .- .. . I .. I 'TUNDRA/DEFEO, WAIT 'AND PARE, INC. FROM SEPTEMBER 1996.- . I . . , I I 1_' I I I I I . � V (O I -,-- �, f�,,f',�, . .,:,, � . . � . I I I I I I . � � I 1. � --l- ;,�vl "I I I , , I I , I I I � - :.", -BUILDING LAYOUT IS T OM I " I � 1� I -, 't, '___ " .., 1 1� 1 . I I I . I , . Y �L � I . � . ' I 1. I I . I I - I � - / �,�� ­ I ", . I I � . . I JHE ARCHITECTURAL TEAM,-,INC. DATED NOVEMBER 8. 1996. , I I �- . � -� I 1, . \ - -_ , I --_� ��" , I .11 � . 11 .. 11 I I � . �, � .- I . ", -, i - ,�,,,,� I I I -­ .1 � . I I . I . . .1 I I 1. � I I .� I . I 11 �, � I '.., . I � I I I I � . . . . ,I- I I � I "I . . . � , " "_;�,�-� , I . I �� I � ,,,, � � � I � I I , �� � I . �,,,��f�,�_ i , . I I " � � I I . 11 I I -� I . 1, I � _­ . . � ,__ . I I I -,&. � .1­1 .1 .1 �1. . .'':. 1 ,ALL EXISTING UTILITIES, 'WATER, ,SEWER ,AND DRAINAGE SHOWN ARE - I I I � , ,�, I � .1 I I ", I ., . - �,,��. 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I � I �, . . I . - I - I r -- . . _ - - . . . , . .r, .. . � , . 1. �, . . . . , _ . - i - . . ., - . . . .. - i - ,. .:IM�_-1I/I_-.II1-IL.N\I.' - I.I I 1II I.LII I II .. .I �L- I. I L I I '.I I�I�.-II �.-_1-.-=I �.-I II:,-.-I.�1 1�.I I II.;_-I L-L'I-� . . ".�I .� I<f II I..-..,.I7 I�-II L..-I�.-,--�L�...I._.I.--II I_-II 1 I. �;I IW.�.L.-L._4�I-Ic.I . I M F \..__I I j.I.L....I I.I,I-.I*y-L..._yI_.=I.-I_I_ II.L 7II_�I I ILI.I I.I_I'.I LI.I�\L I.L'I.L I II I.,II,...II,�"L�1\-"-I..-L,\.�GG.1I I_=-;-I-.I I1.1-IL�..I.II..1 II.­II.I I.II..I I I I..I 1_-I._I I.�_.I II.I...1...LI..��L I�L1 I-II II�L �I II.../.....N L I I I.. IL ­�t�1."­I.I_1".1I".__��1 I�..­L L.�:I1...1'"1II-1I'",­1'_I—"'I-.�.-.1��"I,.'.� I.1..1 11 PAVE ENT AS SPECI 1ED STAKE HAY@ALES (ALL SIDES) 36 t - . . t 11= tJNP.AVEO - I SAWCUT EXISTING PAVEMENT CATCH BASiN FRAME AND GRATE TROL N TES E84�1S? ?N O . SIDEWAt K Sr'," �r '''��WHERE.REQUIRED . . . '� WHITE PAINTED S • COMPACTED BANK RUN GRAVEL . FRTER FABRIC a CURE TRANSITION / p 0 p O O O ARRow . . -Z wA SUBBASE WHITE SIDE LK RESTORE TRENCH _ v v WHITE p o 8 . PAINTED RB TRA StT,oN Z-- d o o 1. CATCH BASIN HAYBALE DIKES SHALL BE PLACED .. PAINTED LETTERS '�--�..--••_.,. CU TOP OF cuRe TO EXISTING !II . ,,. . m b •NOTE: SEE CHART @FLOW 60 A FACE tx cuRB CONDITIONS I I -_ AROUND CATCH BASINS MEN PARKING AREA IS AT 4 SYMBOL t� .I .I FOR ACTUAL aMENSioNs ss , , Y - .___ 6 o SUBGRADE AND PRIOR TO STABILIZATION (PAVING) `. / COMPACTED COMMON FILL .- - AT THE PARKING AREAS. THE CATCH BASIN FILTERS , . o WHEELCHAIR RAMPS R A - _._ - -N t Dc,E of oaDw Y (NO STONES LARGER THAN 6 DIA.) 4 - FLUSH WITH FOR SIDEWALKS UP TO 8' WIDE ( , - �-= ARE INTENDED TO MIMMiZE POTENTIAL SILTATION I - - -- VARIABLE 70 E (NOT TO SCALE) ,- -.__ . n ROADWAY i J TANGENT LENGTH 4 FT. MINIMUM ti' .. GUTTER SLOPE ,y 1 _ I T Or THE DRAINAGE SYSTEM. . LII�I����L'I�IIi�L����­.,-IL...�L.III;I LI�L,III�.I.II....--.I.L�I�I,.....I.I II ,I I I-.II�I II I II I I I I I..I..IL�..L.-LL l...I.-I-.1II.....1.II.I I1.I..,1�I 1_g 1-9 12.1 /�� 4 _ ..---• -.-. _ 2 D A. S ONE (ALL SIDES) • of cuRVE ro COVER - .. . a ff . - -9. POINT * 15 MAX. " _ suRFACE coup " =- � = 2.. INLETS TO THE CATCH BASINS SHALL.BE 3 3-g cuaE uN£ 6 COMPACTED SELECT COMMON FILL O, M - FOUNDATION (2 MAX' DIA. STONES) PAINTED ARROVI�' DETAILS EAINj _STOP DETAIL SIDEWALK ___ \ ___ - . BLOCKED UNTIL THE PARKING AREAS ARE:STABILIZED, ' , _ (L �/ �/ �/ / f _ . . ; // - (NOT TO SCALE) (NOT TO SCALE) $p CTtlR- A - A ANDTH LENGTH SO. YDS WHEELCHAIR RAMP = -o " - o o 3/4" - 1 1/2" Yi\ � \\/�\ �� /\•\ \ � j,� ` / 3. ALL AREAS •NOT. STABILIZED BY PAVEMENT OR STRUCTURES " °012° ° �° °o°o° CRUSHED STONE \/ \. P1J y�£w _ 0 0 0 .00 o ^ \ SHALL BE RESTABILIZED UPON COMPLETION OF . PVC ° ° ° o ° o �' \ CONSTRUCTION.WORK WITHIN EACH PARTiCULAR AREA: II�I.(I"�I,II Il'..I I-II.La �:�II1 1-�-I SI.­-.�..E*�I I EI.I Il1 I I,L.r.I1�...I-.1 I-�4L I,---I.I.L�II I.l­.-�-m I.M I I_- ...I�II I��I I I1=L--II'_-I-I.I�.I 0.*.T10,"_I eI.C-->I I, ..I -7l I7.i.1 i 71.IiI.1 7I.I1 II 71--_-=7lII�h i"-,_I C,..=md75,Ii.. 7 3t p. SEWER LINE 000°° °°°°° g" MIN, CLEARANCE \ \ Y 0 0 " 8.1 " o o = // CATCH , NOTES: > 3 MIN, o 0 0 0 1 \� PAINTED HANDICAPPED . 1. THE DtMEN"S SHOWN AT ROADWAY EDGE ARE FIXED DISTANCES. '-""I-' \ BASIN - I-I I 2. RAMP CROSS SECTION TO BE SAME AS ADJACENT SIDEWALK: 4" MIN. - NOTE: , . . . S I I VI B 0 L DETAIL i.e. DE-14 OF SURFACE AND FOUNDATION. EARTH ROCK \\ - . . 3. PORTLANO CEMENT CONCRETE RAMPS ARE TO BE TEXTURED BY BROOMtNG CRUSHED STONE. CONTRACTOR IS RESPONSIBLE .AT HIS �/ . . NOT TO SCALE ( ) M A DIRECTION PARALLEL TO THE LENGTH OF THE RAMP. + " OWN EXPENSE FOR REPAIRS AND/OR \\ 4. IN NO CASE ARE THE RAMPS TO BE PLACED BEHIND THE STOP SIGN. 0 24 MIN: .. REPLACEMENT OF ANY DAMAGED ;/ . 5. SIDEWALKS THAT CROSS DRIVEWAYS SHALL BE RAMPED TO MEET THE - . : GRADE OF THE DRIVEWAY. UTILITIES OR SERVICES WHETHER SHOWN L, 6. THESE DIMENSIONS ARE SUBJECT TO CHANGE IN THE FIELD IF HEREIN OR NOT. ,� . . EXISTING APPURTENANCES OR CONDITIONS WiLL MAKE THE RAMP. '' PROVIDE CONCRETE CRADLE ' LocanoNs IMPRACTICAL OR uiasaFE INHERE DEPTH OF COVER OVER . . PIPE IS GREATER THAN 14 FEET , . . CATCH BASIN HAYBALE DiKE DETAIL NOT TO SCALE TYPICAL SEWER TRENCH SECTION ( ) (NOT TO SCALE) . . _ . i 1 BIT CONC. TOP COARSE 1. CONCRETE SHALL BE CLASS B, 2. THREE 1/2" DIA. x 3" DOWELS . . , 2500 PSI, 4 1/2 SK. MIN. SHALL BE PROVIDED AT EACH - JOiNT AND EXTENDING 18" EITHER SIDE OF JOINT. . „ FLUSH MOUNTED CAST DOWELS SHALL BE WRAPPED 2 BIT CONC. BINDER COARSE IRON ROAD BOX WITH REFER TO PAVEMENT DETAIL - IN ROOFING FELT OR TREATED +� REMOVABLE COVER SET ON ONETENDREVENT BOND 12 GRAVEL IN CONCRETE COLLAR 1 . . SUBBASE FINISHED GRADE i , J I I_ UNPAVED ' I LENGTH VARIES-SEE SITE PLAN �1 T I( PAVED SEE GENERAL FLOOR PLAN FOR SIDEWALK PATTERN 6' o-$oo °�"'o�'O°•q, 6" PVC " RESTORE TO P.ESTORE PAVEMENT TO MATCH EXISTING HEAVY DU IY CAST IRON oo•°P.t. ��,Aa a ANouT PIP 6 PVC THREADED EXISTING CONDITION. -- . o • •apocf'•�ooq _ f, END CAP TRENCHM SURFACDE 4 a FRAME AND COVER o t, JOINTTooLED 6'x s' ono W.W.F. 1' R ,,._- SUBGRADE TO BE MIN. 8 GRAVEL oir►PACTEO t;oMMoty Flu II `-1 II COMPACTED TO 957 STANDARD - No sTQNEs LAR R IIt PAVEMENT AN 6 DIAMETER f NOTE: PROCTOR DENSITY 45' PVC WYE ' ` III COMMON FILL ' a. ' . . , FRAME 70 BE SET IN 45' PVC ELBOW (COMPACTED TO 9C�7 MODIFIED FULL BED OF MORTAR _ USE 6" GRAVEL BASE 1 " BINDER *- -_ 6 4.5 FT. MINIMUM 1 • � i /� I is PP,Oc70R iN UNPAVED AREAS a _ `-•t' --'-- -�- -- _ /X AND 95% MODIFIED PROCTOR '` BRICK LEVELING COURSE • * MAX. - COVER OVER PIPE , . AND 1 TOP COARSE FOR �Ow I I , I : UNDEP PAVED AREAS AS REQUIRED FOR GRADE r BITUMINOUS SIDEWALK AREAS .0 0. '•ooI. .* Q ' 12' . 4 " ca . o0 o•0•�rX - n 24" t i ADJUSTMENTS .po� y� (2 M.N. - 5 MAX.) oo o I I I 1 E SE TION i . I. COMPRESSIBLE 2 I►4 BARS I . ,2- PAVEMENT CROSS SECTION FILLER, WHERE 6' COMPACTED CONTINUOUS • MIN. oo`.Q�aQaoob o ' " - o SECTIONS �IA. 5., MAN .y V REQUIRED A GR A (NOT TO SCALE) r 6 CONNECNTiONRY PVC 0 . w 00 1~ GRANULAR MATERIAL IL L. I. LI III RU HED STONE REDOING SEWER SERVICE III o °' I I MIN. - - , MORTAR ALL JOINTS ", G EGATE B SE � � MiN.�•.+�-- AROUND PiPE .HALFWAY WATER III o e rn z O ° p` (I I . NOTE: MAIN ° ° �'Uj ° h HEIGHT OF RISER . . TYPICAL CONCRETE SJpEWALK SECTION 1 -I MIN. 0.12 S0. IN. STEEL REFER TO TYPICAL SEWER SECTIONS VARY (NOT TO SCALE) TRENCH SECTION DETAIL I�I I - - I I-1 i' 4S" + 1" DIA. PER VERTICAL FOOT, . EARTH/ROCK FROM 1' TO 4' - PLACED ACCORDING TO AASTHO DESIGNATION . : ; TYPICAL CLEANOUT DETAIL W M-199 NOT TO SCALE OUTSIDE OF PiPE ( ) (SEE TABLE) �- 2" CLEARANCE 2 CLEAR 3 BA.R, AROUND TRENCH WIDTH, W - ____ # OPENINGS FOR PIPES 18" . D DIAMETER AND OVER. DIAMETER OF PIPE NJ ,__ - - p`�' 1 MIN COVER 4" SELECT. PROCESSED MATERIAL �o �o�� TO BE . SELECTED BY OWNER 6" TC 12" 3 TYPICAL WATER TRENCH SECTION . •; _._.. � \���. PIPE. OPEN{NGS TO BE Q,� 15 TO 24 4 PROVIDE "V" ^" 1_ PRECAST IN RISER SECTION • 3' " Qn Q Q� 4" WELL-GRADED GRAVEL COMPACTED TO C O " (NOT TO SCALE) 30" TO 36" 5'___: OPENINGS --~I Q _(� C� 8 WELL-GRADED GRAVEL COMPACTED TO 6 12 2' BINDER COARSE J Q cT, 4 (��n ) �Q 95� STANDARD PROCTOR DENSITY 0 "" 4 95% STANDARD PROCTOR DENSITY ..I�I.1�.I.I I I,L I..�,I .. TYPE "A" o . y 4' BERM 1" TOP COURSE i� i\�� \\�i./i� , \���%/.� .� 6" COMMON FILL COMPACTED TO �\i\\�\��%\�,�\%i ��:C�\i�- - o *000 a.4: _ 8" MIN. 40141 FT 90% STANDARD PROCTOR DENSITY 6 COMMON FILL COMPACTED TO o .� o• c�- o •o, GRAVEL BASE '�_..I II-./.7 IL.1I�I '.L I II1 I L L .I I.�I LL I ��fi I.I 1.. ,I`I ;L-,I I7 II I� L L.IL�" & S�fp 90Z STANDARD PROCTOR DENSITY 0 0 0 • ct�. o 3• GRAVEL WALK SECTION 0 * VARIES (NOT TO SCALE) NOT TO . . . ( SCALE) • . . 12 Ck. 1VELL.9ASE•• . . . PRECAST CONCRETED AiN MANHQi E , I __._----- SUB-BASE ___. -1II-- UNPAVED I (NOT TO SCALE) L --i PAVED ' STAINLESS STEEL STRAPPING Ili ? j� ti I SADDLE CONNECTION WITH WYE I • THIS DIMENSION VARIES VV1TH THICKNESS OF THE TOP COURSE AND SLOPE OF SHOULDER. x * 11 ROSE AND GRAY COLORED �a,N�c�'°N 1 I �.coMMON FIu 1 1= ITUMINO OS To ONCRETE BERM CONCRETE PAVERS SET FLUSH SPN��h�� • P f°°� III I I is WITH FINISH GRADE Q�c A 3 FT. �IiNiMUM - . _ S�OPC . COVER III iv 11 BRICK LEVELING C,'�LiRSE , f M �� _I AS REQUIRED FOP HEAVY DUTY CAST IRON 0 0 ova o 0 4 SUBBASE TO BE MIN. 10" STONE DUST -1_ VARIES e II GRADE ADJUSTMENTS FRAME AND CRATE a oo• o � .> > o goo c� >, p�O O O�Cp coo o a •o 6 0 0 o e t 2' M TO 5' M A X 10 MIN. 0 40 • o��`�o _�o c� COMPACTED TO 95% STANDARD III olII p o � a Q, FRAME TO BE SET IN STANDARD NEENAH FOUNDRY CO. MANHOLE FRAME �oo�o oq,000 W oo moo PROCTOR DENSITY IN 2" LIFTS, MAX. a-° _ -; pe ___ CRUSHED STONE OR i• FULL .BED OF MORTAR do COVER wfGASKEr OR APPROVED EQUAL SET RIM EL. AT DRAINAGE PiPE I I ° e (o e O °moo. 1I I SCREENED GRAVEL TO - . - I FINISHED GRADE EXISTING SEWER PIPE - e ° �w ° MID-DIAMETER 24" 5CI. e o -! e 24' RISER I _ 1 _ _ 0-3" SUBGRADE TO BE MIN. 8 GRAVEL I-1 i I!i i I- (-1 I=-' 18" - 24" oPENiNc TO FINISHED NOTES CON'CAL WEEFHOLE OPENING TO BE 17-o~ 4" BAFFLE GRADE COMPACTED . TO 95% STANDARD 1. FULL PVC OR IRON SADDLE MAY BE USED TO CONNECT TO 8". MiN. OPTIONAL - SEG TION � PRECAST IN RISER SECTION 16'-0° 6" DIA INLET 6' PROCTOR DENSITY EXISTING PVC, CLAY, CONCRETE OR IRON PIPE Ny �" } - - - \ 2. SADDLES MUST HAVE RU68F�t GASKETS AND SHALL BE TIGHTENED MIN. WITH STRAPS. SADDLES SHALL NOT BE CEMENTED ONTO PIPE. (SEE TABLE) -MORTAR ALL' JOINTS T 1'-2" 3. FULL WYE CONNECTION FITTINGS MAY BE USED, PROVIDE "V" 2` MIN. 6,_0. 4. PIPE SHALL BE CUT TO CONFORM TO THE OPENING IN THE SADDLE. HEIGHT OF P.ISER . . -- - 6'-0 5. CONNECTIONS DIRECTLY INTO THE EXISTING PIPE WITHOUT A 48" DIA, OPENING _ -°" CONCRETE PAVER SECTION �` 7'-0" 3' 8" SECTIONS VARY - - 5'-1' 4oul 6 DIA. SADDLE OR A Full WYE FITTING ARE NOT ALLOWED. TRENCH WIDTH, W II- FROM 1' TO 4' - 1" CLEA.R 2-6 k OUTLET 6. ALL SEWER CONNECTIONS SHALL CONFORM TO ALL APPLICABLE a. ' .I I��.II E�LI...I.I.1I..S I L1L I.I..�I I 1IL1.I,1,III.IL LL I I.-�I 1..I 1�_L I.I.I11L I.1L.I.I I L�II�I�IL. \_I I L I.--I.I--_II I-wI-.-11�I LI1�-1--�-II?-II1�I-tI..0" .t-.I-H.�-..-.-"..-.YIi�*...--IDI.I-'I\,.-`..-_.I..*1.I-..-B.I I'..:..*.[�( -.I I-'.AI:..\-i-.T-I.N,.I/L I-_L..T�.II..,...I II�-I..I;,.S_I I/II.,C_�..*',.i4LA..,I.,.-3f1:�v..L'I../*-E I..,T'..I)I i*'II...1 1 I.I..�I I.i.*I/f.-I_-......I_�__=-/...I.II.._.i'..-I..I-I.1,--j- ! LEVEL HOLES REQUIREMENTS OF THE BARNSTABLE SEWER DEPARTMENT. w OUTSIDE OF PiPE ____� _I} ,2" (NOT TO SCALE) DIAMETER of PiPE, o w 0 CLEANOUT . PLUS 3" CLEARANCE o •0 4' 6" TYPICAL SEWER CONNECTION DETAIL 24" DIA. H - 20 COVERS 6' OF 1/2` Tn 3/4'�-0:�' duo o•� 6" (NOT TO SCALE 12" 3' m MIN. 0.12 SO, IN. PLAN v►Ew CRUSHED STONE ) 1 T 4 z STEEL PER VERTICAL , NORMAL CROSS SECTION V1Ew 30" TO 36" 5' y FOOT, PLACED WATER SPECinCATiONS: ACCORDING TO AASTTi • LEVEL iN CAST IRON TRAP - CONCRETE MINIMUM STRENGTH - 5,000 P.S.I. ® 28 DAYS DESIGN LOADING - AASHTO HS20-44 vp p DESIGNATION M-199 " STEEL REINFORCEMENT - ASTM A-615 GRADE 60, 1" MIN, COVER EARTH COVER - 0 TO 5 FEET T 1 F"ICAL DRAINAGE TRENCH S CE TION SUMP 3 MIN' WITH CLEANOUT CONSTRUCTION JOINT SEALED WITH 1" DIA. BUM RUBBER OR EQUIVALENT WATER TABLE - MIN. 3.5 FEET BELOW i �, SUMP _ TEES - SCHEDULE 40 PVC FINISH GRADE SET CASTING IN STANDARD NEENAH FOUNDRY CO. MANHOLE FRAME (NOT TO SCALE) I - 3,000 GALLON GROUT AND GROUT do COVER W/GASKET OR APPROVED EQUAL SET RIM EL AT 5' MIN. ALL AROUND FINISHED GRADE Gf3EASE TRAP DETAIL NOTE: GREASE TRAP TO 1MTHSTAND 8" MiN. , o - (NOT TO SCALE) HEAVY DUTY H-20 LOADING. 24'ft o 0 0 0•C'o 8" MIN. `f 10 " •o --=-"' GRAVEL BASE I IL . s.I..�II �I I..I ZI.-2.u�II..I .LI II (uII.on�-.- I)1I�.T I 1-I�2I.1I I�ID�0..0I I�I I. L L-I I �I.-I��!:�L"-..II I.42-L--_I..I/0II�I.�-_�IIo 0�..I.I-IC_iIiL.I,II 1�.0II..1 II..I 1*L. I��.�L�._-I'--.I II.-.-.":�_i-_;3--II.IE�I I4I L I�4.I 1-,I�.1.--2L_1L0I -7.iI7.-I 7...PC�__/I oe •o. o• oe o. .o -- ALUMINUM M.H. STEPS / _ �/ STANDARD MANHOLE FRAME & COVER o 0 0 • o `�- o \. USE MAX• 2 BRICK COURSES AS "1.�.I-I L:-.I.�/I(I;IXX.'.�I I-,.7III1.NN,���S 6-I�-��"*;2 1 I�,.. L.,I-S.....A,PL_.�-IA�_..I1*T�I.V.I A...II1EII�-.,.9*DlI L N I...',..--I-[I I.'-I,1I I,_�..I...I��-:.-� 12' D.C. - SAFETY `' 24" DIAM TO FINISH GRADE NEED® TO eRrlrc MANHOLE PAVE AS SPECIFIED I----'{ 4 LOAM ArID sEEo PRECAST CONCRETE CATCH BASIN TYPE, To FINISHED GRADE. / _ RIM TO REQUIRED ELEVATION. �\ \/ 2'-0" PAINT WITH 2 GOATS Xi . \' STANDARD PREcasT CONE RISER 1ITH GAS TRAP AND C•j EA.�QUT i MIN. OF BITUMASTIC NO. 50 /\ ' \� SECTION - 2' LENGTHS \ BOCKFILLED (NOT TO SCALE} _ ROTATE HYDRANT ALL OVER i\ \A f /(/� AS NECESSARY STEEL REINFORCED TO j \/ I �"o° �o'.° o'° . ASTM AND AASHTO y \\ \�30 'off - o :- 4" LAYER OF NOTES: CURB OR BERM SPECS. 0.12 SO. IN./ \ 5' STANDARD PRECAST .`fit 1/8". TO 1/2" . I -,_ t UN. FT. MIN. ' .._ „ BARREL SECTION - INLET PIPE Oo `�1 F NISHED GRADE q\ - -.- - - - COMBINATIONS OF o_ PEASTONE CONCRETE: I / 5" 1', 2', 3' OR 4' LENGTHS op ❑ (/ 4000 PSI - 28 DAYS 4 MiN. \i. \ 0. STANDARD VALVE '\ \/ Q O o . I Box CovER o. \ STEEL REINFORCED PER A.S.T.M. ? 4 ------- T � - o ❑ ❑ o. I - SPEC A-15-57L . BUTYL RUBBER JOINT \\ \ ° ❑ ❑ o.o\ 3/4 1 1/2 DIA. CONSTRUCTION DRAWINGS UNDISTURBED i (TYP.) / --- o% PRECAST o- SIDE OF TRENCH _,_ \ / \ o- ❑ ❑ .r'' WASHED STONE ALL ENTIRE BASIN REINFORCED Vv1TH '-o :4 '-o \\� (� ❑ - LEACHING SITE E 1 A1 1 d�t9.l�1 w PIT ° AROUND 6X6-6 GA. WW ❑ po 1/2 CUBIC YARD OF + pRA!N CONCRETE FILL-INNER EDGE AT TC' / STANDARD PRECAST \ a Q •o CRUSHED STONE ABOVE VAON OF jQP OF CUT .1 \\I BASE SECTION - p•o ❑ < ❑ o. \ ALL UNITS TO BE RATED FOR FOR NOTE: PIPE EDGE. i" PITCH UP TO WALL DRAIN I DO NOT BLOCK �\ a' 3' LENGTH o- ❑ ❑ o� AASHTO H-20 LOADWG 6" ( D' x D" x 6" TEE USE 8' Mi.. WALL AT \ ❑ ❑ \ T DTHPUSwITH \\' DEPTHS GREAT' t � o00 .o0 06 \ ALL PIPE CONNECTIONS TO EE '" 17.I 1 EHALL ESTATE :. eLocK. • a , 4- MN. THAN 9 FEET. \ � SECURELY' MORTARED IN PLACE -o_ ... ::.1-le- : 8~ MIN. // // // / // // // // / I/ // HYANNiS, MASSACHUSETTS 4 --} - / :d b o .ao o roa:o\, { -- 4'--1 --V-A R l 4''---i OCTOBER 14, 1997 ••' CUT WT PVC o o „ •' ' , ' •.' SEWER PiPE \ oo' o.$ o/\ 6' OF 1/2' TO 3/4' MAX. MAX. >> i�%` \\\ I�\�\\r\ i\ /\ r� RUSHED STONE 2' 2' 12 THREADED 3/4' TIE RODS MIN. MIN. . (MIN-) LUG BOLTS (TYP.) PREPARED FOR: . (TYP.) Pj „�AsT coNCRETE_sEffR MANHOLE TYPICAL PRECAST DRAINAGE LEACHING PIT RANT LNSTALLATION DETAIL (Nor To SCALE) (NOT TO SCALE) PAR ICE SENUOR SERVICES . (NOT To SCALE) 13 RIVERSIDE ROAD, SUITE 201 ' WESTON, MASSACHUSETTS 02193 . .. - FILE :1543CDET , 0 Designed by : SCALE Sheet of n i DESIGN ENGINEERS,. INC. Drawn by : 4 . 14 rlswe Checked by P.O. Box 1051 , Sandwich, MA 02563 (508) 888 - 9282 Field survey chk. by : N ` I JOB NUMBER Approved by : J NO. BY DATE REVISION 1543.0 . �_ .t+ 1 i 1 ` i I i ArchKC;CtUra_' j i t I 1 i i y i 50 C ommandan is Wad 3 - At r s JS J.S ill s Chelsea, MA 02 R 50 -889-4402 1 j Fax; 11 - 4-4329 UNIT TYPE "F { i 90/A4.03 ' 130/A4.03 i I %40001I FIRS' FLOOR UNIT TYPE UNIT NUMBER r. 3 j I MAINTAINENCE ELECTRIC OFFICE EMPLOYEE LOUNGE ( I I 14 103, 105, 110, II6, 115, I19, 121, 124, 12ro, 131 10 f� B 101, 122 2 Revisions 104, 10&, 10�1, 105, 109, 112, 113, llro, ll�f, 12E,, 121, 120, 129, 130, 133 15 1 1 I54 _ I RECEIVING ._ s�f S 11910 'i I D 102, 123 2 i I t; I I STUDIO �1 I . ; E I11, 132 2 i - I TRASH !a I I a I 1 • I KITCHEN 120 1 TOTAL 32 BOILER ROOM o I I A2.ta6 ( I A i 1�1 1 - WAIT STATION � F1 1 BR _ i I III i ❑ ❑ ❑ ❑ ❑ } BAR - LAUNDRY INF RMAL I D N f MAIL i 1 BR '7 1 1 gE ( I 113 Il? I 1 MAINIDINING HALL MULTI—PURPOSE i i UNIT TYPE "A I. BUILDING STORAGE I COUNTRY KITCHEN I ♦' - MAIN LOBBY ♦ ELEVATOR MACHINE I ELEVA OR ® `�` Drawn ♦ r'�� ( - 0.0, ♦ ROOM ROOM - /do ; IDW,FN DIP ♦ af,,,. ® ® — ` /q'( i . - ♦ STUDIO LOUNGE 1 ECEPTION LOUNGE 2. ` 2 1 �� ♦ © BANK STUDIO ` �a Checked i ♦ 124 - 1 ♦ 'ACTIVITIES 1. G1K ENTRY FOYER DIRECTOR ♦♦ ELEVATOR LOBBY 1 TUB ROOM LIVING ROOM ` ? Scale k '♦ _ ELEVATOR LOBBY 2 ` _ V i ♦ O LIBRARY E ♦ 1 BR 1 `�}" 000 ♦ BUSINESS OFFICE DIRECTOR ` \ STUDIO 105 1 BR `� 1 1 j ♦♦ �,~ 128 .Q Q VESTRULE Ca 107 vim' ` I Project ♦ - LAUNDRY LAUNDRY _ WHUTEHALL ♦ p ❑ ❑ ❑ ❑ ❑ ❑ D ♦ UNIT TYPE "E 3 I ♦ :�" 1 BR STUDIO 1 BR � ATE i ♦ a 1 BR 1 8R a i - 1 BR � i ♦ ' '♦ ��` ` ' Ili `v...'.ay ` � '. ' fi - l § fig `•" ` 1127 �. A2.04 A2.Cd8 / Hyannis, b�Y a. a 1001, n / I 132 /� 3 30/A4.01 ♦ � 190/A4.02 F 0 1 BR X ♦ UNIT TYPE D UNIT TYPE B 1 BR 108 I 2 ` STUDIO . STUDIO ` 131 ♦♦ �` 110 / i ♦♦ .� / ry Assisted Living o i Facility j 1 Ipoi ` 1 133 5�0, ♦ `` a/4 a 1ta 1 BR - / �o\P f a c i l i t y ` ♦ ` q 2 112 / e t ♦♦ UNIT TYPE "C I i ♦ �� / ; I ♦ 10/A4.01 ♦♦ / ♦ / t\ ♦ / l .01 ♦ 000 040 ♦ k E } 04, i Sheet Title First Floor Key Plan i i r 1 t { t i 1 1 j j I t f ( Job Number 9704 i } i Date 1 NOVENMER 14, 1997 1 i Sheet Number I I i l A2.0 R t` I i) - � _......... ___.._...:__..__. .._,...__._..__._.:.___.._.._.._.... _____._.__ .--- v..._... .___.__..._._.._.. ... _.._._.__.. ..__._..._.._....___.,.,._..__..____.._,.. ....._.._....__._._.__...____......__..___.._._,....____............._w___....._....__.,._.__.._,.. .__._., ____.._.... ........._._.__.___.___.._.__._._. .____. ..._.... ..____.._._.. .__u._...._.__._..,_..�._...._._..._k.__.__._...._.. __._.._.._.____.._„__..____.__.....w.__._.._______.._._,_..,..__.w.__._.___.__._.._ .._.:__...._._.._.. _._.. _._..._...._ _.. _.... __.._._..... __.._. .._._...__._....____.._.._....M....___....... _..._.._._....__......_._.,___.._..._____......_.....__.._.__.._.______. , .._�,_.....,.._...__-___..._,_....•__.___._..r....__............_._ `Th�7 s y{ '�Ctura. rTF .50 Commandant's Way C ft s f { , i � 1 - _ 1 , ^ 1 t Admir 11°s JH ill } CChelsea, MA ®2115® 1 1 T�11�pIh�®m��9 61l7-889-4402 1 IFax9 6Il7- 84m4329 1 1 _ _ ._. .� - _ _ _ _ _ _ _ _ _y _ _ _ _ _ _ _ _ _ _. ! t I I I I SECOND FLOOR I 1 I i Revisions j UNIT TYPE UNIT NUMBi=R 1 I I I A 203, 205, 210, 214, 215, 218,.219, 221, 224, 22�o., 18 t 231, 235, 23�, 239, 24:a, 242, 245, 24�0 I I ; B 201, 222 2 1! 204, 200, 20-1, 2D8, 209; 212, 213, 21h, 21-1, 22 1 - no I j I 220 a[l 2 a A2.im A2.12 I I 22�, 228, 229, 230, 233, 234, 23-1, 238, 244, 24 • 1 j 1. I 1j STUDIO 2ts 1 I STUDIO I � I � sr islo I D 2m2, 223 2 i 2 E 211, 232 � a I 110/ 4.03 ! Q Q Q I } ( N F 220, 241 2 i• i i I I UNIT TYPE 11G11 1 I i Cz 243, 248 2 A2.1121 ( I lo ! TOTAL 48 j 111 I I 4 I 1 1 Q. STUDIO . SO RIUM LOUNGE Q i Drawn BR 2 BR 1 ❑ 1 BR I I DMS,F'N 0 El I 243 1 1 ❑ 2,3 ; i 1 (r FITNESS CENTER \OPEN ' 1 CGhKcked r ` Scale ELOW BEAUTY SHOP STORAGE . ,a OFFICE WLLNESS Y ` Project may' / .•,^''� - - LOUNGE 4 / STUDIO LOUNGE 3 Q a aco 203 / 224 � / � • / EXAM ROOM W 1-1 T E 1H A L L CONFEP,iENCE/ TUB ROOM ` 1 ELEVATOR LOBBY 3 - PRIVATt DINING ELEVATOR LOBBY 4 ;• ?,yam 1 I / STUDIO / 1244 STUDIO ; '247 ` ST 0510 `� I ESTATE - / ,,;�_• Asa`.'^e ,�. -.uz. :';.-ems-:;;�-.�V-es•�.�zq, -...... 'T'.' w LAUNDRY W ` 1 LAUNDRY I 0 // 1290 STUDIO � � � � � � � � � - - - - - - - - - - - - - - _ STUDIO ` �+ �/�7 Q 222 201 Q 1209 ICI yannis, JL V a. o v � a {o N �5. 1 ` R 227 A2.13 / Assisted Living, Facility 30/A4.01 190/A4.02 STUDIO :...• / , � z3,. / 1 �♦ � / i o / ` �.,.� / o� r / �� 1 BR e m 44oZ �... 212 / f 1 ` / / // I Sheet Title I j 1 Second door Key Plan I } • 1 I 1 1 3 } 4 Job Number 9704 S i Date f NOV1EMBER 14, 1997 I Sheet Number i # A2.02 0 e- t v I y _ _ m s 1 t I Th��C; ArchAlectura. AIM E it i 'y f 50 Commandants Way At Admitars Hill Chelsea, MA 02150 Telephone; 617-889--4402 IS r Fax; 617 m 841-4 329 Dim ).. I. DP 9 0 s I s t, f U { I P t V-0" OVERHANG 2'-0" OVERHANG 2'-0" OVERHANG V-0" OVERHANG ZITZ Revisions DP 13 DP ld .. DP 23 17P 24 � f L___J { :: A. } qS f DP 15 I• \P I Cx DP 22 �nj eneral Notes: III i I I. Typical roof assembly: i f -asphalt shingles, class "A" color/wei ht i and style as selected by the Architect. % 7i -Ice 4 water shield, 3'-0" wide (typ)at all 1 gable ends,hips, rakes, ridges and valleys. I i.a i -• 15 felt at all non-ice and water shield areas. j. J..: -5/5" lywood sheatin I : p g ( -0" OVERHANG 2'-0" OVERHANG \\ 1 -Mood roof truss. Refer to structural 2' t g p s for drawin 9 actsg and size. 1 DP 16 DP 21 2: Membrane roofing system: I P N -EPDM adhered roofing system over rp id Insula tion with R-value 30 (min.), 1/4" per fact pitch to Bare.25 s .. DPI jN ol - F BOILER 1'': KITCHEN 1 '•_ l -� 3, Roof top penetrations: j FLUE j : EXHAUST I:` I -provide crickets flashing, counter-flashing Z 2'-0" OVERHA } j N �. and prefabricated assemblies at all roof top t FA 1 1 i I 2'-m" OvERHANCx penetrations to ensure proper drainage to roof drains. ! 4. DP -- Drain pipe I.' " I �} i-OAN i_OANVERH RH - 5. Upper roof rain leaders shall be piped into lower gutter, t i � IT T 4044405 6" OVERHANG 6° OVERHANG 40/A4.0$ KEY TO MATERIALS: 17 5 5 5 5 DP 20 . t: I =4 36" COURSE OF ICE AND WATER SHIELD TYP } > i ' �I DP2�0 L _ "GOR A-VENT" TYPE RIDGE VENT 3/4"Fire Resistant Drawn treated Plywood INDICATES ROOF PITCH, i { I. i•, t —• SEE DIUG.S 44.01, A4.02, A4.03 4 A4.04 DMS,FN FOR ELEVATIONS. € Checked ELEVATOR VENT I. i t f i I t i � t:. ELEVATOR VENT ( DORMER DORMER I GK {.: i D 10 ); j t. II/A5m5 ure of cr�u { t D 21 Scale Fire Wall Below" j r I, C" E L Project �. I y�N V// vx 2'-0" OVERNAW THUTE'uALL 2'-0" OVERHAN r.r..:.\ is �,, ,. �`,``;�,, • �. 62,: ESTATE ._\(J• i .. .. .. Roof vents RooF Yams ; { F { 2 m y✓.. r. .. P 2 DP i DP r. 3Co 5 5 P 7 i 3 1 K �ti'.. DP 30 y(�4llLilttill q Ma. 4'-0" OVERHANG 4'-0" OVERHANG f;,•' y.�. 122""Wlde Aep � dingla Wide Asphalt af or Ban Acceolr Band i�. .'.. ~•\., ._ r I , '. '... .'.._ ., o. .. ... ..,'.'.".. .i..,.. .... :.... :.. .. ... W Ill `.�... �';"•.'.. eF i t. ..r- . . ..��. w /. 7 ... .. ... through Roof Yent �.�•',r,-� � y�; � 7Mou h Roof Vent Living pr �7 LJi V 1 g Assisted �n Facility P 4 �'� 2 -0 OVERHANG 2- OVERHANG �t5 DP 3 \�.. / V ANG 0" O 3 j; / " — —————————————— \ ,¢ f + \\ 0 ; 2'-0" O ERHANG 2'-0" Y RHA \\ /f"':': ✓ DP 31 . DP 5 ... { . DP 32 ~��.: 1/ 5 AF DP311 i ,;F 4ei e. ZG O ¢�A oL��y�N tiQ t i ti G j t 1 I 1 { I Sheet Title , 1 Roof Plan 1 € = Key Plan t I t I 3 { i } t k t } i j } } Job Number 9704 Date NOVEMBER 14, 1997 t n I Sheet Number { i I r 1 ICI j A�oo� y f L i 1 O I s i S .....__.__.__.,.,, ,..._ ..___-_. _. 2< { -•Ma.' s .ter ,,.<.:.,«.- - -____ -_ ...•.-..,.:. _- _ -..- -. _-- - _. 119'-2 IAW l L u 4 e 26'-9" 29'-lfd° 22'-8" 32'-8""` -3 '1/16 f j T-4 1/2" 12'-0" T-4 1/2" 3'-1011 9'-5 SAW' il'-1" 5'-5 3/411 6'-0" 10'-1 3,16" 6'-0 13/lbD 4 6'-0' 3'-1 3/4" 3'-'1 3/411 � Archten�.CtulFa_ E I I I I I 1 o 1 L �1�011 — ' 1 i I 4 I 1 50 C�ommandanirs Way At Admira s Hill i 31-011 ( .31-011 ¶ OR HA DRAIL ' ChC�'llSC�a9A 02150 DETAIL _ �c��c���®nc�9 1�`�-889-4402 _ f o o a o � � •Sr� � o e E ELEY 0 s ���9 °� °�329 SEE 30/A5.02 I a A. FOR HANDRAIL l DETAIL ' — 4 �, ALUMINUM THRESHOLD I &� MA I ' 128 — { 4 ( 126 ( >1 .. UNIT A UN T 332 S.F. I 124 ' • .. � .. 130 _ _ UNIT A _ Revfsiona —1 L :�D 1 IJ UNIT C I t :.� i 4 '— 0 �OGM1 132 —_— — I ° UNITE A,• C�] I 1 VTS ��� VTS 1 I VTS i \'T VTS 058 055 ':�T i ' SIMIr7 CAN—TEL ELEC. CL ' 1 . ^{VT ]ILLL — — I J e>• i tf i 053A -. s H ALUMINUM I0/A6.01 ` . ) CORRIDOR " ( � M e� e>• a� i • $Il"I. I I 0538 I ( — . . . . . . . . . . . . — . . . . . . . . . . . . _J i } 1 — — . — . — — . — . — . — . — . — - . — . — . — - — • — - — - — • I ' — ' — ' — - — - — CORRIDOR i.I I 1(/A6 02 —� ! �E CORRIDOR OPP. HAND { i YK U p i VTS 11 SIM 054 v ® D y i Drawn a 4 - V I STORAGE VTS VTS Checked SIMI i , } I I I -� +.-�- } � I er- Scale 051 s ° ° 0 LAUNDRY t _ Project �1 • ^ "JF it - I Al > WMTEHALL i ESTATE i - I — — CORRIDOR }I 133 I I I 4 ¶�v i UNIT C 127 I I I i Hya1L�Lnis Mac UNIT C 125 9 € 131 I UNIT C ' I �tj UNIT A I � 2 i 1 I 129 Im 91 k 0 � UNIT C t I Assisted Living O A G, � i�.�� � Facility AAD e 4 EJ.SY. SEE 30/A5Z2 0 - -4 !b49rD' FOR HANDRAIL = - DETAIL I } O A G EeLE1i. � + '? i 'y� opir I dor 123 UNIT D SEE 30/A5.02 486 S.F. I FOR HANDRAIL - DETAIL s 1 ` I 91-011 1 1 1 s�iy My !f t•'rw'f.E j .S. 8- 3'/6v 0� i Sheet Title EE 30/A5.02 FOR HANDRAIL, DETAIL Enlarged 1st Floor Partial Plan i I I I I I G I E 11'-3 SAW 10'-1 15/ib" b'-0" I 10'-8" I 6'-0" 4'-011 I 10'-�1 15/1611 I 10'—'1 3/16" I il'-0" 'i'—it "1/16" I Of j I Job Number 38'-6" 22'-8" 45'-11 3/8" 9704 Date NOVEMBER 14,1997 Sheet Number I A2.04 i 1 � s I ___... _- - ----- . -------- _._ . _.... a Aq t I e as Th I gar#v,,Itt 1 I) � 1 11 � 1 11 Ardh� 03't -4 15/1b te ��� 22 -8 41 -0 i Q�4'0 \ i►, 33' 15/ib" 4'_011 22'-811 am �. II 50 Commandants Way \ �, o� Chelsea, MA 02150 , Fax; 617-884-4329 IAt Admirars Hill f _ 0 \ \ 77 HP ALUMINUM HP ALUMINUM HP ALUMINUM THRESHOLD 1 THRESHOLD 1 THRESHOLD Revisions } s 1 1 \ o I { s . N F I O \ ` ♦ � — VT5 � aa 1 1 \♦ ALUMIN ♦ _- 7HRE5 L \ I 1 1 -.TS Vt5 ti _ '�4'`s N r�� ; 1 ;'�;• 1 (�,'� f k\ \ ♦ VTS VT5 } a \.♦ ' _ I I \ o ! — 4 �. — T — — _ .g \ . _ . — . — , — . _ . _ . , — . _ , — . _ Drawn UMS,FN -n -n � 1 �- ; Checked GK Scale Project Is v A I I WMTEHALL D — t ' - oESTATE z IJ i Hyannis, Ma. 1 i* �v1 � �� D I I ' ~"�, it• I 14 — o � I I Assisted Living o Facility LJ i 1 ° f I 1 _ • { 1 I I I f 2J i /� . I g N 4'- 10 1/211 20'-2 "11/lb" I i I Q I tJ Sheet Title o -- — — — — lb'-011 12'-8 13/iblt Enlarged 1 st Floor wr D N O Partial Plan i I 1±3 } � I I 11 1 i71 p, I i Job Number i ' 9704 i - - Data NOVEN BER 14,1997 a Sheet Number i i o A2.05 a I t a t i i l i 3 f t ; } Q► ThU'­' ' ALUMIN I 1 1rDI-8", 12'-1 11 10I-8" 7'-ird" 5'-6" 5' 0" 5'-611 1'-Ud" lm'-8" �I '-10" f i i F, ALUMINUM Archtentctufa. 6'-6 1/2° 4'-) 1/2° 6'- 6' " 4'-1 1/2° 6'-6 1/2° 3'-11" 3'-11" 3'-3° 2'-3" 2'-6" 2'-6" 2'-3° 3'-3° 3'-il" 3'-11° 6'-6 1/2" 4' ° ' " '-5" 4'-1.1/2° 6'-6 i/2° t trT TI I j AIT STATIO 0 I I — . — . N I I I I I �. J UNIT C I kMtm 50 Commandants ants Way } At o s Hill • Chelsea, MA 02150 Is i 0148 014A �Q � I ( (, ( I I ( i ( r I STORAGE STORAGE Fax; 6 1 7m 84—'� 329 � f. .,, _•� z - 0 BAR I _ � %'f� �� } IG./3.00 I � � •_' '�, .-� t � j �' t I ( / /� I ICJ 3.00 �. 4 SLAB ELE". # ' . SLAB ELEV . ,f;, r-\, r•l :i ED ( N ' 0 ' 0 T O i O O I �' R I i A I ' ' Revisions } 019B i E I I I E MAIL j I I I I I 019 COUNTRY m 21 I 045 KITCHEN. { } J I I MAIN DINING I ( .. 030 l S ._.....__............._..._._. .._...__..._._._. _ } — — — — 014 f \ 3, as A,. ) 0 }1 99 I } t a k l I I 1 1 00 i KITCHEN ' LINE OF OPENING A I 00 S LAVATORY Q i ^Q \, I I I I 2ra�AroJai A50 Y I= MAIN BB UP a mI D I J i F7 Drawn I I } D*.f� FN i +�av� r � 042 I 042 f CORRIDOR l �'"A i CORRIDOR Q ml D ! I I i M t Checked GK i 043 ;; LAVATORY .. Scale _.t ; j Project 028 CLOSET R..,Y 1 .' o 1 i-A w LAVATORY .. WMTEHALL �. . ( ll 037 Q I / f 1 RECEPTION A, 0 SEBT Q I I Y3 ml' I �' E i 1ATE 0 41 �4 021 Sr" I m4 D I I ENTRY ARLOR 19 Al21 I RANK } a0D I 1 011 , _ TUB ROOM s ACTIV. DIR. + Hyannis, Mao i P^' IB j 0 A,. t 013 a ' t� r �• 025 Q m9 D E g I I i :"} LIVING ROOM I, I D. CLOS {k�; loi 039 ? j BUSINESS 049 OFFlCE I I Assisted Living BATH o 026 023 {x ° - i LIBRARY 15/ s MARKETING 9 b ? DIRECTOR SIM Facility P� IM �O O 0, �y o 21 a \\ // 03 F j f VESTI ULE f !J 050 p A 0 0 O cs LIM O = _ I .<,0/ � , .Ike ✓�M � 122 101 ; UNIT B UNIT B I I I I I I ' 364 S.i. 1 f 6'-?>" O°A A ( K I Sheet Tito RM Rf I 91 Enlarged 1 st Floor 1 0 Partial Plan I try t 1G/3,00 I vN/TO? SE I I I I _ I SL,4l� ELE 7 } \5t=9" . I 5'-90 4'-611 I 4'-6° 3'-3" I 15'-311 I ii'-rd" Il'-t'D" ( �'-0" 8'-3" I 3' 3" 4'-6" ( W-6" 5'-9" ( 5' i, PF fin._ A SIM ` ^�' 3 SIM; 59 0" 9'-0" it'-6" s�o4 I � Job Number Date 9• NOVEWER 14,199"1 y�Mx�' O ` O A R fi3 3mlapFp A �► yej4 Sheet Number . f A000� t 11771 8'-m 4/16" I I 8'-� 5/1611 I n I I it 5'-� 13/16" 8'-2 1/8" 3'-8 1/8" 9'-5 3/16" 8-2 't/8 5 -'1 13/ib i - 3 I m# t f I I 1 7 ------------------ Th�7� 1 krchfttect K_� O \ i I. j00 tf O I(A uraR � m M40 D I 18 -8 I I _ Team i \ a 3 I I 0 50 Commandant's Way Ill-oil 15'-9.1/4" 5'-1 i/16" 6'-2 13/16" 6'-6" I \ I , _ _ .�t .�dl�nirars Hill ,. Chelsea, MA 02150 -889-4402 \ I j j j I Fax; 617- 4-4329 -6' -\- 4F 0 \ � W i f ' Revisions AM - - t W G D �� I 5 1Av . N -77 m w� �> LL [�D W7 1 t�C)i 6 1 _ E 1 ti VT5 I �\ Drawn DW FN Checked I � . . — . . . . - .. — . — . — . — . — . — . so . — . — . — . — . — . — . — . — . II — - — — . — . — . — . — . II - — — — — Aw . — . cK Is d �. c Owma ♦ II � D � w � j `+ Scale I ' - - - - - - - 8m - - - - - - _ / ' _ Project ti `s /r VT5 VT a ALUM( I N i f TI-4 LD. WMTEHALL � N I O I � 1P. [�D �•ti � Z I I Assisted Living Facility ' I I THRE5HOLD i HP ALUMINUM ' - 1 tf 5..�^�.. �..J '� •e'er , � I ELEV. SEE 30/A5.02 0 I FOR HANDRAIL . = �' x DETAIL 8L�4i1B 0 O I , ELEY. ♦ b4.$D' 5-02 OR ANDRAIL DETAIL I i I v _ I cu LO • ( � � \ ` � Sheet Title 1_ 11 1_ I 1_' tl 1_ 11 i_ 11 1_ 11 1_ 11 ,_ „ !. ,_ „ ,_ 11 1_ 11 i Enlarged 1 St' Floor 5 1 1/2 10 9 3/ 11 6 1/16 4 0 6 0 10 'i 't/8 ? 1/8 10 1 15I16 10 1 9/16 10 0 1/i6 10 9 1A I ' \ m'in ' � Partial Plan 23 -811 41 -011 101'-0 1511611 I i } f 1 1 1 Job Number 1 9704 Date NOVEMBER 14, 19K Sheet Number A2oO7i k 9 7`: LV ..._._--. 1 t 1 • / %.� 119'-2 1A90 i u Th�� / 1 I 1'-31/ib" 32'-811 22 -811 29'-10" 26t E�Ctura— '-9" Arch�\ 6`� '0 3'-1 3/4" 3'-1 3/4" '-011 22'-8" 4'-011 b'-0 13/tb" 10'-1 3/lb" b'-011 5'-5 3/4" 11'-i" 9'-5 SAW v-10" 1'-4 1/2" 12'-011 1'-4 1/211 \ ry I o I am ! I I I At Admirars Hill { Chelsea, MA 02150 I SEE 3P�/A5.0z t f FOR HANDRAIL 1 DETAIL Fax; 617- 4-4 329 — t 6Z 60' n - I , I 1=1 INN — r7 ICJ SM It I l ` 1 k ALUMINUM may. I I .THRESHOLD 002 I - E 107 I STAIR �1 3 r I I I I I Revislona ' I �A S j UNIT C I 1-7 — ; \ I I II IL 0 CC oo� E UNITE { . --- 1 110 ° . VTS �4 { 3 f 005 I I J { V,S 7 I I ELEC. CL VTS vT 1 I- - - - SIM VTS a — — — — — — — — I t �: pit e SIM 001 AEMS 0=11 Sim. cq �_ 0018 I I. — CORRIDOR ` 001C 41 1 CORRIDOR �- F J { d2 m9 D 00$ 1 — ,,0� p , VTS. r 81 41_0N VTS uTS 003 I V Checked i i Vv 3 of STORAGE f GK � SIM — , Scale I I a 0 — A� I I Protect VTS LAUNDRY ° Is 01 [�D WMTEHALL 4 Al 4 I � I i 6..�, � I mo E OTATE 00e i 112 Hyannis' Ma . } I 104 UNIT c UNR c 106 31 I I I 1 UNIT C 1 00 01 S.F. UNIT A I i a 0, ° I I ° 11 0) 9 i � , UNIT C f { � � ��� I I , l� 1 tfr i ( 1 1771 Assisted Living Facility 81=E 30/A5.02 FOR HANDRAIL l�t1 1 0 DETAIL , CAIS ';'� �^ ; F J�6� 62W' k 3 {LL ai ter, i SEE 30/A5D2 ? / f FOR HANDRAILDETAIL I I I 10 -011 1 -011 '-4' •,i r F`"� �` i� 4, 'i •"'r"L.„zy •1 9i-DLL _ 1 M f7 ,'FJ 3 � Sheet Title I sEE30/A50 � Enlarged 1st Floor FOR HANDRAIL Partial Plan DETAIL 0 I I I I I I I I I I , N I 1 N I 11 ( 1 11 I 1 11 1 " I 1 11 I 1 Ii, 1 N I 1 11 ( 1 11 ( 1 N I 1 =11 1/ib it -0 10 -1 3/lb 12 -4 11/1b 4 -0 b -0 10 -8 b -0 10 -1 15/ib 11 -3 15/Ib 11 -0 1/8 b -0 1 f jJob Number { W04 i t 45'-il3/8" 22'-811 38'-bit 1 Date ' NOVEMBER 14, 1997 Sheet Number v , 1 11101'-1 3/8" A2.08 1 11 1 f 4 c 1 . 3 ... 33 n j { 1 i t 40 Thc;, ._ ., ham? n.,at - .a s.. aSr 3,da :0.a + , 22'-8" 32'-8" '1'-3 1AW o i O f Ard 1 Ct ufa� 11 �- u i n �_ a - a 1, i- n 1_ 11 �_ Il �- �� 1_ 11 I ii N 1- Q �_ /4 i 1 4 -1 1/2 6 2 6 -2 b 2 4 1 1/2 3 1m 9 5 5/ib 8 4 5 6 -8 3/4 4 0 11 2 -6 65 3 '1 3/4 3 'i 3/4 f .dk2oO9 0 i yam L o .5o C�oI At AdmiraYs Hill nce ��� ./ i Chelsea, 02150 , _ 1 ,�'• / 1 i / d r d t 41 717 - - • e ; I I I I o 1007 7 PECK { I I 224 i Revisions 226 ; - — —ti— € I I uNrc A I UNIT A s/ 230 I UNIT C I ( — — UNIT E 0 1 I i VTSEc�- I L / S h N ? 8'-0" I 057 I I ? STAIR4 1 I I VTS VT5 085 I ( T VT5 SI I .. F7 f "VT — — — — — — — — - - - - - - I \ !,, " . i ._ '' .• IF\ A!81M N 1 083C SIM. I ( II 083A I� 4 — CORRIDOR — i I - -— CORRIDOR I I CORRIDOR I� IZ/A�O.m2 t } J F i r . 1 - - - - - - I f ... ' - - - - - - 10�8 — € Drawn DM$FN 086 — — — — { 41 /1�11 V I STORAGE VTS O VTS I /,,, v Checked aK i — — — Sim, s } I $Cale VT5 081 Project I ° ° O LAUNDRY !,' O ry \ 1 l r I p• 's� i .� i I I WMIT7EHALL LO - - - - - - - ° - - - - - - o I 0 ESTATE i� i GRR/OO;p 233 I r Hyannis, 1� a. uNrc C 227 I I ! `s 225 231 UNIT C UNIT C \� i uNrc A ( I ° e I UNIT I I ( ( 4 Assisted Living i , Facility O .._ ._.____ _._._ W_ . ._._,.. ___ ._ .._.-_.. A- - Is I _ .-._,._. _._.-.... .. ...-� ...—.-t k 1 � SIM 6 223 i ' UNIT D t s i I I t i l 3 /// I 9♦S j Sheet Title �6,/ �6,/ f Enlarged 2nd Floor .8 Partial Plan I // 6�_011 I il'-0 1/8" I W4 15/161, ! 6'-b" ! �'-1 15/16" 6'-0° I 10'-8" I 6'-(d" 4'-0" I ! 8'-3" I 5'-b" I 5'-2 '1/1611 12'-4 11/16" I 10'-'t 3/16" 4 Job Number 1 4 i 9704 } i i 22'-810 45'-11 3/811Date NOVEMMER 14,19K I �s f i Sheet Number i a s 1 , i t 1 .. .. _ ._. ..... ....__...._-. _. -..--. __...__ ........___.._-._..., ._......_.__._..- __. ,..._....._..._-. .._ _... __. _.. ... _.................. ._ .,.... .. - i I t I - - Ectura Aich�te ' \ i } 31'-4 15/tb" 22'-8" 41'-011 am i 3/811i I I I I '- ' I I S I '-4 -05 _ 4 -9 1/b 0 -' 15I6 4 -' /b I I -b/6 50 C ommandants Way j V. At Admirars Hill � Chelsea, MA 021150 Telephone;6117® 9®4402 I Fax; 6117- 43 4- 29 � I I I I I I I I I f 00 N ? I a \ \ t Revisions C N i Z i A 1 1 I f s i ? I I } 1 ? , 1 I I\ \\ I — — _ - - - - — _ - - - - - - i IIs [�D Obi \. \\ '' ♦ ° I ° I I I \� ♦ y o tia ♦ I I I I __._.. \ _ 1 WIN L C) 1 4 v \ \♦ ALUMIN ♦ I N ( i TIC-IRES L 1 � � \♦ `�, I N I I i N / P � \♦ N 3 —Ao Drawn o cr — — — — — — — — , — - — . — — — , — , — — — , — — - — • — • — • — , — - — • — • — • — — — o CP= — — — — _ — - - I— �- - '� � a II• — �.: _ � 1 { Checked t W ♦ II A ( I - - E 1 lfl t0 G{ Scale } \ ♦ //q\\) Project D ► I WMTEHALL ESTATE r'/ 3 I I 9 t Hyannis, Ma. / ri O i + LO tIJ s j � ',..•..,. � � _ j � fig t Assisted Living > ° T Facility 21 I I I I I n 1 0 3 i i i I I OCT-) I I I i : { I ' i 1 11 I i 0 I 1 11 ( I " I I 11 ( 1 0 ( I 11 Sheet Title b 1/8 8 -% MAI 5 -b S -3 t0 -3 1/4 b -b 4 -1 1/ib Enlarged 2nd Floor b" 12'-s 13/11611 Partial Plan Is I r—: I ITS -all i 1 t t Job Number s 9704 i Date NOVEN BER 14,1997 Sheet Number = I t E C 1 I E } - JL Th�:; Is slp _1 1/l" - 11' it1/2" MM i e � 9" —1 1/2" 10 8 12 1 I krchlr'Ct ura. £ I I I , i I 5 t i I I I r I I -0 2 —b '-b4'-' " b -b 1/2" 3 -10 1/2" 4'-0" b -6 1/2 4 5 - dam ' 237 k 218 /r I t UNIT C , 50 C ommandann Way" — . _ . — I .fit Admirars Hill Chelsea, MA 02150 _QD _ c ax 617-884-4329 - C, I £ PLLF�.�< . a I f 214 235 AI I [ Al Is O UNIT A I �t OF L a0 a I I r { t I } t� tJ CI GI I I Revisions I y I FiF 243 1 248 I I — I , II ss I UNIT-A.. 726 S. L _ A L 0 089 Q — — — — — — — —� ' — � EfiTNESS 1 OPEN I �w��•�� I ;i CENTER Q Al. 62 ' ; MAIN LOBBY t, r ® i I 072 I 61 Q i TO i � Al. BEAUTY SHOP - B, ELOW 1112, 8 A 77 i VTS VTg Lu= I i "111Cq ; ! Drawn I — — — — — i i — — — — — — � D1u1s,FN i SIM i 091 e� e• eel � >� � � � � s� ei Checked } ELEC. CL �y ' t V{\ 3 y i ej 058 I # Scale \, r CORRIDOR t 1 089—A Project VTS VT I i; } ; ( VTS VTS \ I I t j E S"'TATE 0 077 r _ ` ,1 F, EXAM ROO D _ ]H.[yannis, 1� a. 1 Imo I , 060 i f TUB ROOM _ � { i i P^. 057 �NFERENCE/ ti � s i . . I I v Assisted Living ' BATH Os, Facility 244 245 i 246 I 247j ' 1 4 o BATH i { UNIT C UNIT A k UNIT A UNIT;C i Pam' I i X 7 00 � ► � I O O� 080 q } M A O r � s I � � ` ► i R I � � I f \ 41�,�7 rF�� e � V i � i i i f UNIT B t UNIT B 201 i I Sheet Title 0 I Enlarged 2nd' Floor Partial Plan ► I I I I I I � I I I I I � R�A I , ` €p • • • • • ♦ • • • • l • i I _4 V-8 15/ib" 4'-0" 2'-0" 2'-0" 4'-0" 9'-8 15/ib" b'-b" il'-9 1/8" 11'-3" � c ' i t Job Number 9704 i 461M Date -0" t NOVENBER 14,1997 I I k •fib ! �; I Sheet Number v}, , i s II I 8'-0 iMoll I t 3 I � o •� 5/1 t A. hc;l Archtr,C , Ura.- j i8 -811 I O hnam y ( 49' ii 3 bll 16'-m" iZ'-8 "b 1 a 50 C�ommandlan�s Way O v i ti 1'1'"68�1s'IM6"-- — — tv�-�6° 8'-3" I 1m'-3 " 6'-611 4'-'1 1/16" �t �a� �IC'�1�� Hill. I -61 Fax; 61` -884-4 329 ( I I 6 yv� -,� ` T, _ I O O O O I Revisions L _ � I j \ 4 0 N I f { 11 ( WIs 00 3 1 N i i ,.-.." ...... i III V 11 VTS Drawn Chocked ' � ♦ II _ _ _ _ _ _ _ _ _ _ _ _ _ _ II II � II — . — . — . — . _ . — . — . — , — . — . . . — . — . — . — g — . — . — . , — , — . — . — . — . — , — . — , — , — . — . — . — ... — to I Scale Project 3 p � ♦ - - VT VT ( ti• 'I E i WMTEHALL ALUMIN ' TI••I LD ESTATE I ' VTS 00 o I I a w ♦ — — — — — o O o r Y�l1C�lCflIls9Ma. / / ♦ — E t // s Assisted Living a Facility I \ O 0 O i �. `. `, \ \/ Sheet Title \ ' Enlarged 2nd Floor r` �l 1/291 8' 0 3/S" 5'- I 14'-9 1/i61, 4'-011 6 -011 .f Partial Plan i 31 4 SA 22 a 411-011I r b I0I,-V SAW I E S F i i 3 # Job Number i 9704 i Date i NOVEMBER 14,1997 Sheet Number Ct 1EE1 f `Y { A2. I i i . :y ------------ ---------- Ip eQA Th ' - I—all I C 1 IA(p 32 22 29 26 O;oe T-3 1AW 10000, -6 c / t U a 31 0 1-6 1-1 3AfpII 1-011 it Archl"' .ml 3/411 W-5 Urp" W-1 1/2" 1-2 211 4 —1 1/2 11 7 7 7 -1-3/4" �1-0111 T—W-0 0 11 5 a P/41' / "-1 3/4 111 3'. 7 rTr II leam %� 100" 50 Commandants Way o Ja G ,z ` I � 1000, At AdmiraYs Hill Chelsea, MA 02150 ------- -889-4402 ------ Telephone; 617 -884-4329 Fax; 6 7 =9 inoss 00001 INNIS aim 7 77 I -A r% m of r 20.3 205 fi Revisions Z C4 0 r 2117 4 r7l 0 2 iTAllt #1 VTS > Sim VT6 AV7 5 > IVT _ I %J L -TK Bill 111111110sm =os SIMON IMMOM IMMOM MOMMI MMIMI Sim. M . . . . . . . . . . . . - — - — - — - — - — - — - — - — . . . . . . . . . . . . - — - — - — - — - — - — - -- - — - -- - — - — - — - — - — - — - - — - — - -- - - — - — - — - — - — - L!2 -- 1 121,4602 W SW Y r A:;, Drawn DWFN vTS VT5 1VT Chocked aim ii GK iiiii �'' o IIa�'i'§i�k!IfiIf�y Scale -e vTS 063 -T)n Project .LAUNDRY i MO WMTEHALL ESTATE —M r 062 (4 C4 r 212 ,\§ r 206 Hyannis, Ma. T W I LL7 U Assisted Living q Facility 11 AA ---- ................................. C71M 202 UNrr D pkI E PECK ELEV. % A 0 Shoot Title 0 % Enlarged 2nd Floor Partial Plan %\ 5 -2 -1/1611 101-13/161, 121-4 IIAW 4 -011 41-1 SAW ISAW W-01/8" T T T T T T T T T Job Number 9704 45'-113/8" 221-811 Date NOVENBER K 1997 Shoot Number Ala R3 ............. 14LIJ FF ............ -------- ------ ------------- ......... .......... ............-.................. ---------- ....... ...... ------- - - - CORRIDOR ASSEMBLY VARIES EDGE OF i HR UL *L206 STEEL J-RUNNERS 23" C EAR . .. 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FER O SHEET � ���ura.- .. .1 I _. ���: .I:I I:I: .1 >: ,:1 �/ „ J ::.::,: •.. s: 'I TYPICAL. ::; <>: z BLOCKS W1tH , 5 2 WALL 1: % r A3�2 FOR DESGRiPTiO BLOCKS WITH A3.02 FOR DES RIPTION .i I: Ia Ii 111 I:I: :1 6 GROUND ` :i PENETRATIONS. PENETRATIONS. i „ t J UNN S 4 I:I: FLR. (FRAME) 1 2/2 STEEL R ER ,, :! \i s.• , FLOOR/CEILING C-H STUDS. ' `" ` '' ASSEMBLY VARIES „ Z 1,. ,• CONTINUOUS 2X4 WOOD 2 MINERAL WOOL INSULATION , :,., S F 00 ANS . I F_, ,, 1 HR, UL *L528 FIRESTOPPiNG { '; ; �1 FOR SHAFT SIZE �� BEARING WAL II. In' i ' �$„ TYPE „X„ . _ ,, SHOWN. REFER TO . '! DOUBLE 2x ;�: DOUBLE 2x I I: 1: '1 A3 02 FOR TOP PLATE / P , :I - .RATED GWB _ . .. � - .I I 1:1 :�,� ,:1: 9 1. ; r 1,:; :�; ;+;� TOP PLATE I. I:I DESCRIPTION.', I:1: 0M �� �t ... .. .. ..:..... . I 1: 5:d .. Ia: 1: (�\y(� .I .... ....... ........ ... ..a....... .. .....:..............................�.......'.' :I'C,A',I'I:Y:Y t'I'CI:'I:L1.1:1:1:1 I:•:: 9:::1'I'1 'I'I'I:'I' JY'I'I':C:ITC:'I:I B;I::1.1.1' :1:1 � O i" GWB 1 Na"/ METAL STUDS LL1.1.i. LLLL1.1.,L1 LI.LLLi..I 1. , LL1.1.1.1.LLLLI.L1.1.1.1.1.1.1.1.1.1,LIJ.LL LLLLLI,LLLLi.L1.IJ LLLL1..11..1.1.1.1.1. I L1.LL.I.".I...11..1 LLL1 LLLI .............. ..... I: P, :I:i ,'h ,. I: o NA is I: '.'.•::.'.'.'.,'..'.'.'.'.'.'.•.•:.,.':.'.,•:.'.'.'.'.'.,':.,'.•.'.',::.'.'................................••' .......'..•.•.'.''.• .......... ,..1 ❑ .1 LC 'GI �: LINER PANEL ! 21/2" METAL STUDS ; ;,: , At AdmiraYs Hffl L - ') I I !; 3/4" PLYWOOD NAILING BLOCK TAPE ALLj. TAPE ALL TAPE ALL WALL/CEILING CAPE ALL WALL/CEILING FLOOR/CEILING ; '�"� �;� � FLOOR/CEILING INTERSECTIONS. INTERSECTIONS. C;1�� sea, MA 02150 ``" INTERSECTIONS. ; 5,8" TYPE „X„ MECHANICAL DUCT INTERSECTIONS. ; ,;.; , RATED GWB I (SEE MECH. DWGS.) ,; ;! ;, N ; , 6XSXI6 CMU. W/2 HR FiRE �i �le one4 89®4402 �,I� Ii\ ' "" SX6X16 CMU. W/2 HR. FIRE RATING, REFER TO STRUGT 11 1 i i O i 1 I I ,: i', ', 11_63/¢„ ` � .�� � � �� +-� ;; " �/ FIRE T �/ " FIRE RATED GYPSUM RATING, REFER TO STRUCT. s,8�� FIRE RACED GYPSUM DWGS. FOR REINFORCING TO TU /SH W.;I ; tU /S OW. �� ,: 8 RE RATED a RE Fax ��� �IL ENC O ,,, WGS. FOR INFORCING WALLBOARD N LDS. „ „ I GYPSUM WALLBOARD WALLBOARD =5,8,1 GWB 5/8,1 GWB ( y 1-1/2 = 1 -,a NON-RATED , �,! D i CONTINUOUS ,� : 2 x 4 WOOD STUDS 2 x 4 WOOD STUDS I: I 1_1 FIRStOPPING a ; 1 �; ,1 HOLD /2 FROM CMU FACE. HOLD 2 FROM CMU FACE. �w, :I I:t:l:l.l:l.l:l:l:l:l:l.l:i I:I:1 I:'1:1:1:1.,:1:1;1.1:1:1:1: I':I..I.'::1.:::I:I:1,1:,:1:1: I:I:. 'I:,:I t.i..1:1.:i'1:.:I.i:l:l:. .: 1:1 I: .1'I IA: ;t ," % 1" FIRE RATED `. '` 1 i NOTES: --.-I 1 :1 .4,. :I'I.,:,:,.I:,:I:,.I:I:I:I:1'I: ,:I ,, '°.° GYPSUM WALLBOARD ALIGN FIN. SURFACE ALIGN FIN. SURFACE ,,. " ,_", - ` "' LINER EL 1 , f �t .'� ,: I SEE 42/A3.0I FOR :, PAN W/ CORK WALL AS 5 .:I W/ CORR. WALL AS 5 /rT J GAP d BOTTOM DETAILS '° ;:I: 1 '� �'{ I. 1Y IJ. J .1 " NECC. ELEVATOR SHAFT NECC. ELEVATOR SHAFT 1 ?, I i L, CORRIDOR I: I:.; . If 1 AT OFFSET SHAFTS. ,�I l- •1 I.I 1:1 :1 CAP ASSEMBLY . UNIT BATH 5 i/2" 5 12° ` i� I I I I UNiT BATH ALL SHAFT ASSEMBLIESii: ;; 1 . T P. TY - . TO BE CONTIN., SEE :;`: ; I ' I '' '' II /� I -}- -}- f f I I I ' I I I ' -}- q ; , iC L/A301 FOR SUPPORT - ,,, ,, X H H � WA L I i� I �t-t C � 2 fi-t EAIRIN� WALL - EJ.._EVATOR 6144FT � 2 1'-t� ����I�; WALL -ELEVAT0F 6HAF I C��s����t rJ33ATHROOM uNT DUCT DT,4iL , DETAIL/SECTION :I I:1: :I: :I •� NOTE:''' , 1 „_ „ WALL-UL *U469 WALL-UL *U905 SIMILAR WALL-UL *U905 SIMILAR 1-1/2" = 1'-O" ENCL05URE FOR METAL DUCT SHAFTS 1/2 -1 -m i/2 =1 -Q) 1 2 1 -P� 1 n , " 1/ "_ , n I•;I•; Ii ALL SHAFT ASSEMBLIES - II :C UI NON-METALLIC PIPE(NOM. 4" 'DIAM MAX) TO BE CONTIN., SEE L/A3.01 FOR SUPPORT ,. ' I", Revisions ` DETAIL/SECTION ( 2 x 4 WOOD STUDS MIN 1" THK GLASS.FIBER PIPE COVERING MECHANICAL DUCT_ � ,,,; , ( _ ( _ ;, ;, a i6" O.C. - . (BEARING UL CLASS MARK) (SEE MECH. DWGS.) '• I; I IRE DAMPER . - 1. 1. I ti, :I. . I. :1 1.1: :I :; �; :1: 1: I ,: :I .. :I �:..._.........._................... ... .........._......... .......................:.... ..........._........ ......... .;.:..yv.:.v.:".r.:r, :I..._.. ................._....._.......:..:..:......:..........I...;.. I.I 1.I. .1 ............................................................ ............................................................................................................................................................_....:....:.......:•:.:......:.. ... ...•. y:..v:::r::..:v:.:v::::.r..v:::e,sv.:v::.v:.v.:,:•..a:::.::::e.v.e..,...a. .................... ... .. .. .. ..... .....................:_.......................... .. ... ............. ....... . .1............................. .....I... .. .. .................................................. ................................................_........... .._............................................................................................................... '//, I:I: ,;, SEE MECH. GENERAL I:, DRAWINGS. __ _ , , FLOOR/CEILING AS _i c - - ALL G.WB. t0 BE.1/2" ABOVE CONCRETE SLAB ON GRADE AND GAP TO BE FILLED i ,!: VARIES -1 HR, UL *L52S ,: i HR FLOOR/CEILING I � FLOOR/CEI ING SEMBLY WITH ACOUSTICAL SEALANT SHOWN. REFER TO FC-5/A3.02 ,; '9 :;: STEEL ANGLE ASSEMBLY: UL *L5267 VARIES -I UL 528 - PROVIDE ACOUSTICAL SEALANT AT TOP i 1... ?; ',: SUPPORT REFER TO FC-5/A3 02 I TOPPING FOR DESCRIPTION _ i,: SHOWN. RE ER T SHEET AND BOTTOM OF ALL UNiT DEMISING I ° 0 I (FLR/CLNG:. I:I:I:I:I:I:I:I:I:I:I'I:'1:1:1:1•I:I:I:I::I: DE RIPTION A30 OR DESCRIPTION PARTITIONS I ;:; PE T T10NS)1 I ,. FOR SG ( 2 F E G iPTIO :, ,, .........................................._...................... ........-:. .... ................. ,....... ......................_._..................... ................................................. I............................................:.._.....::r•,vv:•:.e:::.:v:::::..v::vavv:::.:r:.::v..::::.::.r:::. I.1. .I.i.i.1.1.i..I.I.I.I.I.I.I.I..I.I.I.I.I.i.l.l.l.l I .............a.............r........:......r.a.....:nn..»,,....,x.n.r...ne....,..,...e..a.rn..,.........,e..... THK INTUMESCENT T IAL W/FOIL ; I e. . a. . L.L.LLLLI.LII , REFS T ETAILS 1. ;, I I I 50 51 A /A3 01 A E, 2" WIDE STRIPS AP LIED TO LAP ' ' I METAL G LAR I I . Y /GWB 3, Iro FARING UL GL S ARK) � F R/ LNG PENETRATION I I UL DCLASS ARING CONTINUOUS7 I I . . . INTUMESCENT . I. I 1'/ It PL WOOD CAULKING I . NAiLE F d T RATING TO _ I - CORRESPOND WITH �� . � :I :CI J:I;L!-I. CI:I'IH I:I:I:I:I:I:I:I:I:LI:LLI:CI --- M CHANIGA UCt I. :I'1:1:I:1:1:,.1:1:1.1:1:1:1:1:1:1:1.,I:I:I:I:I:1:1:1:1:1:1'I:I:,:I:I:I:1:1 :I:I.I:1.1' I: . E LD 1:' :1':�:'1:11'1::1:1'1:1:1:'I:I:I:I:CIH:I:CI:I:I:I:I:I:IH: ;�. is i:l:l i.l:l :I:I:1: I .i I. I. I I. ......... .......... .....................,....'.',.'.'..' .... .• � FLOOR / CEILING � ;� , ,, '� �, ... , AULK ASSEMBLY RATING (SEE MECH. DWClS.) ; 1/2" CAULKING .; -1/2 CAULKING `! . METAL STUD NAILER i I 1/2" PLYWOOD ;' I' DOUBLE 2x TOP PLATE ' METAL STUD NAILER ; PLYWD/GWB ,, TAPE ALL WALL/CEILING ;, is I! PIPE INTER- NAILER (NTERSEGTiONS. CAPE ALL WALL/CEILING ;' TAPE ALL FLOOR/CEILING 2 x 6 WOOD STUDS INTERSECTIONS FACE W/METAL INTERSECTIONS 35/8" METAL * 161, O.C. , COLLAR ; CONTINUOUS FIRESTOPPING .! ! e i (BEARING UL ;I STUDS1. 2x BLOCKING At CONTINUOUS FiRESTOPPING GLASS MARK) CONTINUOUS FIRESTOPPING 16i. OG �i8" FIRE RATED GYPSUM MIDHEiGHt . Q FLR/CLNG , WALLBOARD $/e" FIRE RATED GYPSUM WALLBOARD, PENETRATION 3/� FIRE RATED GYPSUM WALLBOARD., BXSXI6 C.MU. W/2 HR_ FIRE . 1 LAYER EACH SIDE 1 LAYER EACH SIDE ; 2 x 4 WOOD STUDS 6 16" O.G. - - RATING, REFER t0 STRUGT. , 1. 3�/S" METAL NOTE: , „ �� DW36. FOR REINFORCING % 2X6 WOOD SCUDS 16" OC WITH 'I iM VA I" ' STUDS 2X6 WOOD STUDS 6 16" OG, WITH :` ` IM V I ;: I/2 1/2 SOLID HORIZONTAL BLOCKING AT `: /2II REFER O 0 16" OC 1. - HORIZONTAL DUCT ENCLOSURE SIMILAR SOLID HORIZONTAL BLOCKING At /2" REFER O ° 3-1/2 5 -V2' I; FLR PL NS `I 2. - ASSEMBLY SHOWN W/SCHEMATIC DUCT OFFSET ASSEMBLY M10-HEIGHT. FLR PL NS ; MID-HEIGHT. P.T. WOOD BOTTOM PLATE . Drown , . : SLAB ON GRADE AREAS Dt� I: I 1�q] .L , It ,. T'T`FICAL. 1 HR 1IETAL DUCT 5HAFT � Q 2 HR FIRE R,4TED, BEARiNG NON-M'TL FIFE FENETRATiON � 1=LR/CLNC: ENCL.05UfRE/ 80TTO„I 4 CAS' 1 HR CHASE WALL - 5EARiNG T'� PICAL Ct-IU FIFEEWALL I cm �2 D 11/2„=1,-O„ UL SYS FC200'1 WALL-UL *U333 WALL-UL *U469 i "- r_ WALL-UL "U333 1 „_ , „ WALL-UL *U905 SIMILAR Scale ' FLR/CLNG-PFS 69-11 1-1/2" = 1'-sa" (SiM, F/HORiZ. SHAFT) 1/2 -1 O FLR/CLNG-PFS S9-11 1/2 -1 "O A�No�ed . Project ,; I :I ,. ., .. METAL PIPE (NOM. 4" DIAM MAX) ; ��"' p .'1 �� I: ( I ? is • :, Whitehall I. I ., I: :1 I: I I .; :! I 7 . :I I: .. I.........I....­­­........I.............. ...... ""-��'. 1: ...�... .I I. ,1.1�12­1,1.1. ..._. ......................................... ....... ..............___..................... ........._:......... :.... .... I .......I-I-I �..� ><7 ; - I. - ,I 1 -_- It :I I I i, I; ' :I !1 I: is , I , , i, ; :i ;i 1. FLOOR/CEILING ASSEMBLY' ;, -- ;` VARIES -1 HR, UL *L528 ( I/4 DIAM BEAD i HR FLOOR/CEILING I I 1 HR FLOOR/CEILING i HR LOO GEfLiNG " i; , SHOWN. REFER TO FG-5/A3 0 ASSEMBLY: UL *L528 I I ; ASSEMBLY: UL *L528 ASSE BLY UL *L528 i ULK -9 SURFACE REFER TO DETAIL FC-5/A3.02 I REFER TO PC-5/A3.02 REFER TO G-5/A3.0 : '; FOR DESCRIPTION PE TIONS AND , !` ;, `I THR UT FOR DESCRIPTION FOR DESCRIPTION FOR ESC IPTION ;, ; CHIC S OF" ; FIREStOPPING Hyannis, 1�11`"1► 1. IFLR/GLN M tERiALS `: E PIPE (FLR/GLNG) METAL STUD NAILER STRUCTURAL +; 'I STRUCTURAL (BEARING ASS I „ MARK) :' F N '-011 F I 2 - O PENETRATIONS ,, REFER TO DETAILS ,, _ DIM VARIES DIM VARIES 50, 51 AND 52/A3 01 ;: i LAYER 5/6" FIRE RATED GYPSUM REFER TO REFER TO WALLBOA EACH Si DE. , ,, � :1 RD DE. ,: , '; 1 I ... ........... ............ .. ............. ... ..I . 1: : .. ....... ..................... ':..'.'.,':.'.'.,'.'.•.'::.'.':.'.'. : FLR PLANS I: '................................ .......U. FLR PLANS -,�,�**�**..:............. ..... ................ .... ................... .... 1.1.1. .1.1.1.1.1.1.1.1.1.1..I.I.1 I.i.l.l.l.l.l.i.l 1.1.1.1.1.1.1.,.1 •1 31/2" FIBERGLASS BATT INSULATION WITH SUSPENDED GEILIN FIRE BLOC G METAL STUD NAILER ' 1/2" PLYWOOD NON-METAL BEARING UL CLASS MARK ? TAPE ALL WALL/CEILING I G ; ' INTERSECTIONS , NAILER NOMINAL ' ,: CAPE ALL WALL/CEILING 4 DIAL"i. '" 3/z FIBERGLASS :I 1 , TAP ALL W L/CEILING INTERSECTIONS '` „ 21/2" METAL STUDS IN 16" CC E A AL IN ER 11 INTERSECTIONS ; ` 3�i8" METAL MAXIMUM i MIN 1/ THK OF MIXED FILL MATT INSULATION i 1' 1 ;I 2 W/21i2" METAL STUD BRACING . , , STUDS I MATERIAL (BEARING UL :, 48" OC MAX VERTICALLY ` . `` 0 16" OC ig:::: CLASS MARK) 2-i/2 COLONIAL CASING CONTINUOUS FII�STOPPING ` sib" FIRE RATED GYPSUM WALLBOARD, PAINTED ' S, 1 LAYER EACH SIDE. GYPSUM WALLBOARD,FiRE RATED GYPSUM WALLBOARD, , I, ;I I - i LAYER EACH SIDE I 1/d" THK INTUMESCENT MATERIAL i LAYER EACH SIDE METAL RESILIENT ' ', , �_ ,, W/FOIL FACE, 2" WIDE STRIPS , I „ x FINISHED PINE i. `I " CHANNELS a 24 OC '; fM VA I {; , (BEARING UL CLASS MARK) 31/2" FIBERGLASS BATT INSULATION `., 3''/ ° METAL STUDS 0 16" OC PROVIDE PAINTED 2X6 WOOD STUDS 16" OC, WITH VERTICALLY SOLID HORIZONTAL BLOCKING At `! /2" REFER O ' BEARING UL GLASS MARK AT " BRACING M(D-HEIGHT ;, MID-HEIGHT. FLR PL NS , METAL COLLAR NOMINAL ; UNIT DEMISING PARTITIONS. i- !il2 DEEP (BEARING UL SI .1 S CORRIDOR CORRIDOR i. CLASS MARK)' , UNIT UNIT " - . [J­ . h Of lior - ��t��L1 H1<' G�-LASE WALL -NON -E,EARiNG � .1 HR DE1„I15iNG WALL -NON- 5EARiNG � CO1<'i�iDO�' CASED OFENiNG 1�iI=TAL i=i1~'� �='�N��Tfi�'ATION SLR/CLNC-� (4D__NON M'TL i�il�� �f=,E���m,t�TIO�N y (� l j/2„=1,_O„ YS FC1006 WALL-UL *U333 11/2„=i,_O„ ALL- 1 j/2 „o 1,-O„ STC 52 ESTIMATED WALL-UL *U420 11/2„=l,_O„ STC 54 ESTIMATED WALL-UL *U451 11/2„=1,_O„ NO STC �1 WALL-NOT G -VARIES FLR/CLNG-PFS 89-'il FLR/CLNG-UL *L528 FLR/GLNG-UL *L528 FLR/GLNCa-UL *L528 1 I,1 NON-METALLIC PIPE (NOM. 4" DIAM MAX) I ` ,;1, °' ',li'I ,1: 1 L �, 1: 1::1 �i .i I 1 ;: :; I :1is I i, ,; I I .i ;! ;: ,. t; : , ,; I.. i I: ,, 11 I j A �i 1 I: �I It I :i ; ,I : \ ;1 I: 1: I;�: . .1 I. - _ _ ........_......._....>... ........ .. .......... ...^........._...................._._...._....., ....:..v:......a....y;•::y:....:� ::v�:::r:aenrer:vi::rv:v:>^.:,:....:":::.::.:.:arv:xv::::cr,:e:::.v.:vnvu::.v::::.:.a>::r,::a,..yav:.:a::.nna.....:..:_:ave:e_ancr::.>v:.vnr:uw:vuvav:::::.v.:vav:.vx:� I::{ ............_..... ... ................ _................._................ ._....... ....-. ., .:.........: •• ..rr_-,vrrx:nrr:::::..vv..r:�::r:.v:r.•.u::nvicev.•a:v:"n.:'.n:•::>•r.:.v::::.en - -::......................_............ :>:: :..::.::.n:.x......e..y..��......:......a...y.-......vy,•:• yv.ty..i.....y.;v.:...vn•• •anr• ..... .:r...:nr..,........... _ _ _...........v:v:-nr".v:vuv::.......a.......r. ...... .......................................v:avrze»::.._.......a. .. I is `A'}•. / / '::"v'. .:a,{.. n...n....vta-.....,. .............•••r::evee"vvn::.ry a...aar"x::r�v::..... :':': :� :rav:n:::uv.r::ev:ua:eve.::: ..aa.:en:,v.:::.:.:...:...::r.::.................-.......e..r ..... .. �::::/.rt:::r.::.:}.::::{::.w�ei.aaev..rut,,:yen,.r{yeee:e•xr•P:.v,..r................a...u........a....e.rae.....rn..rn„n..,..e....u..:.:.s... .... ............... ......... ........................................... ALIGN FACE OF STUD ( .I. i:II 1': '1 .I I: W/FAGE OF STUD At : ;" I ( ,; , 2 HR FLOOR/CE I L ING '," ASSEMBLY: PFS 89-11. ;I I CORRIDOR. FLOOR/CEILING ASSEMBLY --- ;: II'° ) ( ': FLOOR/GEILING ASSEMBLY 1 HR FLOOR/GE(LING 1 HR FLOOR/CEILING I; CONTRACTOR'S OPTION ASSEMBLY: UL *L528 . I 1 HR FLOOR/CEILING VARIES -1 HR, UL *L525 :, I I . VARIES -1 HR, UL "L526 Shoot Title SHOWN. REFER TO FC-5/A30 ASSEMBLY: UL *L526 TO PROVIDE: 86-02. REFER TO FC-4/A3.02 ;, I ASSEMBLY: UL *L206 FOR DESCRIPTION SHOWN. REFER t0 FC-5/ 0 FOR-DESCRIPTION GO tl OUS 2x I REFER TO DETAIL FC-5/A3.02 REFER TO FG6/A3.02 OR DESCRIPTION. O ING I OR *L525. REFER TO A3.02 FOR DESCRIPTION j; FOR DESCRIPTION `! FOR DESCRIPTION Interior Partition and Wall :'I 1 " THK INTUMESCENT t IAL W/FOIL , , ,±: , :1:1:1:1:1: 1:41:I:1: I:I: :Ia:I:C1a:1:,:I:LI:I:I:,:I:f la: ; FIRESTOPPING . A E, 2" WIDE SCRIPS AP LIED TO LAP ' ' METAL C LAR ' Y /GWB 3/lio" FARING UL ` ; " ? STRUC URAL ` PIPE (FLR/GLNG) DOUBLE 2x 'I' Shaft Enclosures ;: GL S ARK) F LNG PENETRATION 2 DEE RING STRUCTURAL FRAM OC PENETRATIONS . UL GLASS A FRAMING '- ,' ;; 1,2" FIRE RATED REFER TO DETAILS TOP PLATE , ;'' GYPSUM WALLBOARD and Firestopp ft Details i/ „ ' ;,; IN LIEU OF METAL 2 PL WOOD y DIM VARIES DIM VARIES 50, 51 AND 52/A301 '' ' NAILS , I; :! ' , I;;I RESILIENT CHANNELS - --- TO _ REFER t0 C:1 REFER ,::, ,............,.,..,..........'.,'.'.•,.'.'.'.•:.'.',.'..'.'.•.';..•.•.',.'....... '.'.'.'.' '.'.'.'..';.•:.'::.''.'.'.. •.'.'.'.'.•.'.':.'.'.',.•.'.':.,'.'.'.'.'.'.'.'.':.,'.'.'.':.'.":'..'.'.'.'. I; ABOVE FIRESTOPPING. ANS :.'.'.•.•.',.':..'.'.'.'.:.•.•.'.'.'.'.'.':.".'.'.'.'.'.'.'.,,•.'..'.,'.'.'.'.'.'.'.',,.•,.'.'.',.•.'.'.'.'.' :I1: FLR PLANS „ a�'� FLR PL 1::1 ::I . II •'YYYYLY :1 I: !, :1'I::t:l;i:l:l:l:l:l:l:l:l:l:l: 1, , I��i :I:1'.1:1:1 :1:1:1:1:1:1:1,I.t:l:l:l:l:l:l:l :i:l:l:l:l:l.,;I.1.1.1 1 ,• ,� ,:,:I:.:I:.:;:,:,:,:,Ia.Opf,[,tl:,:,:,:,:, '1 ;� 1 LAYER 5/8 FIRE RATED GYPSUM I AULK METAL PIPE , ' I , `:! ' 1/ " PLYWOOD NAILER WALLBOARD EACH SIDE. `; IT: �:.1 TAPE ALL WALL/CEILING METAL FURRING CHANNELS 1 , ,I' a 16 OC PERPENDICULAR 2 I CONTINUOUS METAL STUD NAILER ' ` PLYWD/GWB NOMINAL „ I �: 1 ' ., ;, .. INTERSECTIONS . TAPE ALL WALL/CEILING ? 4 PIPE INTER- 4 DIAM., 31/2" FIBERGLASS BAtt INSULATION I'` °I TO WOOD TRUSSES. ;': METAL STUD FACE W/METALMAXiMUM '' ` FIRESTOPPING. INTERSECTIONS ; I: BEARING UL CLASS MARK. I` " 21/2" METAL STUDS 0 16" OC 1i" GYPSUM WALLBOARD, NAILER 1 " COLLAR C3/4" DIAM `, i „ . .i I. �: 1 is a : (: 1 . W/2/ g FIRE RACED GYPSUM I LAYER EACH SIDE. TAPE ALL WALL/CEILING INTERSECTIONS (BEARING UL MAXIMUM 2 METAL SCUD BRACING gi I ,: I i' ,: II `; 48" OC MAX VERTICALLY , ,: " `'" WALLBOARD, CONTINUOUS. „ •' GLASS MARK) FOR COPPER ' :I I: :1 1: I: .1 I: 1:1:1aaa:I:I:I:1:1:1:1:I:1:1:1:�a.1:I:1:1:I:1:I:1:I:1:1:1:1[I:C I:I:I:I:CClaaaa: CONTINUOUS FIRESTOPPING ,: :I ,: , :, I' 6 FLR/CLNG � ' "; 5/ " FIRE RATED �, 3" MINERAL WOOL BATTS BEARING: 1/2" METAL RESILIENT 5 " PENETRATION ';;I °••' GYPSUM WALLBOARD 'I 3$/s METAL STUDS UL GLASS MARK :I CHANNELS 24" OG yob Number ;; /$ FIRE RACED GYPSUM WALLBOARD, :; , :, - ra 16" OC. i LAYER EACH SIDE ;' '. "` 2 LAYERS EACH SIDE 2X4 WOOD SCUDS (2X6 FIRST) 16" OC VERTICALLY'. 87�4 I As" METAL ; :I I: ,::, ;, , °' '' 11/2" FIBERGLASS BATT INSULATION NOTE: METAL STUD WALL ASSEMBLY ° PROVIDE CROSS BRACING -HEIGHT 2x BLOCKING AT i ,: 2X6 WOOD SCUDS 16" OC, WITH ; IM VA I ' STUDS I 1 „ 1 TO BE INSTALLED PER MANiFAGTURER S ;.:I 'I I: ;1 1: i :I ,, HORIZONTAL LOCKING AT ;I /2" REFER O , l�o" OC , ;, MIN /2 THK OF MIXED FILL ;: BEAR(i�G UL GLASS MARK At 5/8' 5 date SOLID B MATERIAL (BEARING UL 1NSTRUGTIONS AND INDUSTRY ,, UNIT DEMISING PARTITIONS. 1"(ID-HEIGHT MID-HEIGHT. FLR PL NS !, ;, :; I STANDARDS TO ACCOMODATE ;, I Pt WOOD BOTTOM PLATE SLAB 14 NOVENdBER 1�97 GLASS MARK) ;; . I 1 �..I :1: 1 1. I I: .. ,; ; .; STRUCTURAL FLEXURE. ON GRADE AREAS. UNIT CORRIDOR :1 I. I Shoot Number . . I:,Z_,t�Rl - ,;rlI .1 * �o� - WI ON-MTL FIFE FENETRATiON e FLR/CL.NG 1 IETAL fi'=' IFS FENETRATiON e WALL 2 HR CH45E WALL -NON-5EARiNG NON - RATED, NON - 5,EARiNG INTERIOR 1 HR 5EARiNG WALL -CORRIDOR- „_ ,- „ UL SYS FC2009 WALL-UL *U333 i „_ ,_ „ UL SYS WL1039 WALL-UL *U420 j „_ ,- „ STC 51 ESTIMATED WALL-UL *U420 i „_ ,_ „ STC 40 ESTIMATED WALL NOT RATED i „_ ,- „ STC 50 ESTIMATED WALL-UL *U311 SIMILAR1. 2 -) O FLR/CLNG-PFS 89-11 1/2 -) O FLR/CLNG-UL *L526 1/2 -1 O FLR/CLNG-PFS 69-11 1/2 _1 P> FLR/GLNG-*L528, VARIES 1/2 '1 O . ... � L 1 . . . I . I I . . � . . . � I . 1 . I . 1 I . . � I . . 1 I . . I I - I . . - � . . . . I . I . � I . � . � i 10 1 . ­ ­ . . . 1 ­ . . . . 1 . 1 . � I I I . I I I I . . I I . I __ . . - I - I I I I .� I . � . . � . � I I I I I .I 11 I . � . 1 �� . � . 1 � � I .. I I � � � I � I . 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I.L . . . ­ i'Ia �.1111 , . . . . . :Ia 6CI:CCI:I.CI:CI:1I1:1:1.1'LUI:1:1:I:LLI:I:I:L1:1.1:1 :1a:CL1:I:CI'I'I:I:1:1:1:1:LCI:CCI:I:LCI:1:1'I:I:CCI:I:1.1.1.1.1.1 a.T.l:ltla.l[I I:I:OLlaaa:a't:I:I:I:I:CI:I:I:,:,:Cl VAPOR BARRIER 'I DOUBLE 2X TOP P TE I I CONTINUOUS _ .. LY . .i I La 2X4 BLOCKING; = 1 FLOOR/CEILING R/CEILINGs ASSEMBLY I I FLOOR/CEILING ASSEMB 1 VAR ES -1 HR UL "L528 I VARIES -1 HR, UL "L528 1 11 .5WO REFER TO **** I I SHOWN. REFER TO Fr_-5/ 0 . - i/,If FOR DESCRIPTION I OR DESCRIPTION. Amhfte��Ctulra_ PARTITION ASSEMBLIES :! 11 � �� . 12" VENT PANEL - 1 C>_1�. VARY. REFER TO FLOOR ZX6 CONTINUOUS / 1. 11 r. ( —`-PLANS. RATED ASSEMBLIES WOOD CANT. I I FIRESTOPPING �/ " - STRUCTURAL PARALLEL CHORD 1'I I . � �� _` SHALL BE UN(NTERUPTED. SLOPE a PER STRUCTURAL . FOOT. INTEGRAL WOOD WEB TRUSSES a 24" OC I I WOOD CLAPBOARD . .. - W/ROOF TRUSS'SEE REFER TO STRUCTURAL DWGS I I SIDING. REFER t0 . I. ROOF PLAN ELEVATIONS:COLOR, ... ........ ..... .............. .................. .. ... ,.........._.,...................,...,..............,..................... ,: I TEXTURE AND PROFILE VERTICAL, FAN = 5/8",.TYPE X . . '.'.'.'.'.'.'.'..'.'.'.'..'.'.'.'.'.'.'.'.'.'..'.".'.'.'.'. ..'..'."...'.'.'..'.'.'.'.'.".'.•.'.•. '. .............. .... . .. .. COIL UNIT SEE = 1 G.W.B. RIGID INSULATION I AS SELECTED 50 C o�I11m�111�1t1.li.c�1nt's W CAPE ALL WALL/CEILING INTERSECTIONS 'i ;; ;I i/2 PLYWOOD NAILER MECH. DWG. B " I R-30 (MIN.) ( I BY ARCHITECT. . METAL FURRING CHANNELS o . SPEC. „ I At Admirars I�ffl 16" OG, PERPENDICULAR is 'i GB _ METAL FURRING 3,4" CDX t0 WOODD TRUSSES. `I `I CHANNELS AT PLYWOOD 5/s" FIRE RACED GWB BEARfNC� I I g�8" GYPSUM WALLBOARD; Che�se� A 02150 24 O.C. TYP. i;, ,� 1 LAYER EACH SIDE.�� SHEATHING UL CLASSiFIGAtION MARKING I I '; 9 „ I�A- 6 MILS POLY VAPOR BARRIER :, I PLYWOOD RATED a FIRE RACED GYPSUM UALLBOARD, CONTINUOUS. ,I I;0. Telephone; ®���®���� 5/8 , TYPE X ...,.'.'.'.'...'.'.'.:.',.'.',.'.'.'..'...'....'.' -........"."."................ SHEATHING ;, 6„ METAL STUDS 1 /z" METAL RESILIENT �o" UNPAGED FIBERGLASS BATt I AIR INFILTRATION I -S 16 , OC. . I 1-1INSULATION, BEARING UL I I 1 9 I . _ 4 CHANNELS * 16" OG CLASSIFICATION MARKING I 1.( BARRIER 'NOTE: METAL STUD WALL ASSEMBLY I' DOUBLE SOLE PLATE, TO BE INSTALLED PER MANiFACTURER'S I! I INTUMESCENT .. 1 LAYER Nall FIRE RATED 2X6 WOOD STUDS 16" OC III I '' FfRESTOPPfNG I WALL BOARD ( ,4 r�1 .: Fri. REFER TO SILL INSTRUCTIONS AND INDUSTRY 1 1�, -7. DETAIL SHEET. STANDARDS TO ACCOMODATE E w� . STRUCTURAL FLEXURE. '; . 1, ` .i f?.' 1I� 1=i R,4T1 , NON - ARiNC T °11 ' � . FG- T�P(GAL XT RIO ', 1�A1. NON- RATED, NON- 5EAIR11�1r - iNTEIRIOil `� �� 1=AN GO I �UN�IT, TAP. 1OR M05T UN i T L OGAT I ON5 1 14R IROO=/GEiLiNCx 11/2 „_1,_�„ R-VALUE 19 EST. WALL: UL et,1348 SIMILAR 11/2„_1,_�„ StC 40 ESTIMATED WALL- NOT RATED i 1/2 =i'-Q>" i I/2 u_1'-0" UL "L528/R9516 CLASS C, NO, FLR/CLNG: UL "L528 FLR/CLNG-"L526, VARIES Revieione . is . _ ; : - � I A - ! (_>�- I I OUTLET, S 'i i LE EE ELECTRICAL '1 2 x 6 BAND JOIST I: 1 ............... _..........-................................................................_......................................_.........._......._.........................:I .. ,^:.v_:::::.:r::.::r::::... ..:::::rar.:r:::.::n::.v:::::ar::..:::::.,:::nr::._....:..:::.:::::::::..:::.v:::::;.a.:..:....:r:.:::....::......:ar:.......r.._::::;......,..::...::;.............;..;:.I: ......... ........................................................................................._............ ::.::.c.;a.:::,.....,............_;....:iL::i.ii:::.ci::i':::.:::.:asi::i.,iii'icri::i•:i:ii};i6i ii5ii•i::i>•i i::::::•:::••"•iiiiii:I _ 2x6 JOIST.. . . .. .. . .:....... .. r.... :......... .......,_ .........,.... .......ra...............,_,..... ar:::.:nr.:.:.rnnw•.::nnr:a...r::::nr,:n„rr::a,:.rrn,,.rn::,.ar:.r.:.r:.,::.:::::.r.:::.,.. S DRAWINGS _. .. ..... B 3i/2" FIBERGLASS .. - ,/,,; ,, , , , ,,, „ , -/ . BATT INSUL. _ . 7.. _ = S �, " 11 „ �t 1 HR FLOOR/CEILING IL ING 1 HR FLOOR/CE I L ING a TYPE X _ ASSEMBLY: UL "L528 ASSEMBLY: UL "L526 I I . RATED GWB 1.- - ! ( Z REFER TO FG-5/A3.02 REFS TO FG-5/A3 02 . FOR D RiPTiON FOR D RIPTiON .-1 #I . I ( DOUBLE 2X TOP I I DOUBLE 2X TOP . PLATE 1/2" PLYWOOD I R, . . . . . � � . ( ; I � I . I I PLATE . 3Ni" METAL = - - . _ - WOOD CLAPBOARD SIDING OR WOOD STUDS � 16" O.0 = . _-- GLEOREF GR t0 ....,..... ELEVATI OLOR, ...................... I ' I TEXTURE AND PROFILE METAL RESILIENT - TAPE ALL WALL/CEILING INTERSECTIONS , `I % TAPE ALL WALL/CEILING I' ( AS SELECTED INTERSECTIONS ' I BY ARCHITECT.CHANNELS - =r. / WHERE BACK TO BACK %" FIRE RATED GYPSUM WALLBOARD 38" FIRE RATED GWB I AIR INFILTRATION NOTES: _7.7. _ BOXES CANNOT BE OFFSET BY 24", PROVIDE 5/S" TYPECAI. ALL OUTLET SWITCH BOXES = _ "X" G.W B. SEPARATION i. '; I BARRIER i:; 6 MiLS POLY VAPOR ARE t0 BE OFFSET HORIZONTALLY S = „ BARRIER ± I �/ " APA RATED I S AS NECESSARY t0 6 UNFACED FIBERGLASS BAIT I 3�/8" METAL STUDS `'I WHERE UNITS ARE BACK TO = - ISOLATE BACK TO INSULATION, R-19. , i PLYWOOD SHEATHING 16„ oc BACK AND SHARE A SCUD BACK OUTLETS. ;I WALL iN WHICH OUTLETS ARE 2X6 WOOD STUDS 's 16" OC �:4>16" UNFACED FIBERGLASS I I.TO BE INSTALLED. TYPICAL S = .. S BATT INSULATION, R-19. I. THROUGHOUT W/OUTLETS. - . 'I 1 I I; 2. OUTLET AND SWITCH BOXES - _ _ ` 2X6 WOOD SCUDS 16" OG 1; I DOUBLE SOLE PLATE, DI YARI I REFER TO SILL =ACOUSTICAL SEALANT ER t0 I DETAIL SHEET. SHALL Not EXCEED imm SQ. IN. : = CONTINUOUS AT P�RIMTER FL PLANS , Drown PER 100 SQ. FT. OF WALL = _ . I' DYt SURFACE FOR RATED WALLS. Checked 1 A iN W - i I C 1 SIR 5EARiNG; WALL W/GHAS - XT RIOR `' 2 OUTLET 4 5WITG�4 5OX DETAIL DEM151NC� WALL R 5E �' C� ALL DEM 5 NCB i n_ Oil 1 1,_ n I n_ , n R-VALUE M EST. WALL-UL OU348 SIMILAR scale 1�2 -1 -� TYP. FOR ALL RATED PARTITIONS R 1/2 =i -O i/2 '1 -Q> FLR/CLNG-UL *L528 AnNo%d . . - 3/4" GYPSUM FLOOR UNDERLAMENT 3/4." GYPSUM FLOOR UNDERLAMENT OVER 3/4" PLYWOOD Protect FLOORING MIN GRADE "UNDERLAYMENT" OR "STUDD-f-FLOOR" I............_.................._............._..................._.....................:............._ R t,2,, PLYWOOD SUBFLOOR, i „ . OVE . / O 1 AY I I U NG A O O _..........._.............._........... _ VER L ER B LD P PER VER PLYW OD ; I:;;:r.:.n:n:a::::.�:;�:n;:�:.:::na,::::::,.,:a.::.::.::...:.:.r:::.r.:a::;,..:arn.;a,:.n.,"I. 1..,._.,.._....,...,....,.............:. MIN GRADE C D EXPOSURE 1 :I: I,I:I' I:I:I:I.I:I'I.,:1.1.1.1.1:1:1:,.,:1.1:1'1:11 1: :1. I:I: I: 1:I:1.I.1:I:1:l:l.l:l:1:1:1:1:1:1.1:1:1:1:1:1:, SUBFLOOR MIN GRADE "C-D EXPOSURE V. ....__L ........... 11 .......I.....I............... ....I.....­.................�...�... _..�. 11I 2 x 6 BAND JOIST :_::: : ... . :::1.11.. . . . . ...... Whi'teh.a ............................................. �­­".­....�.......�....�­­...�.........-...............�......__.....�....r......�..r....�............;........ I I : . . .. ... .... . .. : . . r.r ......... ................ ...................................... ............ I. 1. , , , .. ...,...... ... .. ... , ,, , ,, ... �I/ , ,, /,.. ,, —, /, r, " , „ 1, /, •,, ,, „ ; , , ALIGN FACE OF STUD �j S a�,p : I � . � . . - W/FACE OF STUD AT I -� .I ! .1 . . -,, 11 1� CORRIDOR I I `I STRUCTURAL PARALLEL CHO • _ ��' i - 1 HR FLOOR/CEILING 1 HR FLOOR/CEILING. 1 HR FLOOR/CEILING I I ASSEMBLY: UL "L528 ASSEMBLY: UL "L206 ASSEMBLY: UL OL526 WOOD WEB TRUSSES 24" O \ REFER TO FG-4/A302 ° OR "L525. REFER t0 REFER TO FC-S/A302 I i :,: I' is l: l:l:l'1:1:1:1:1:1'I:CI:I:LI','LI:I:1:1:,L1; FER TO STRUCTURAL D rJ CO t.I OUS 2x FOR DESCRIPTION 11 I %" FIRE RATED GYPSUM WALLBOARD, I I I . I (O ING A3:02 FOR DESCRIPTION FOR D CRIPTiON I'i:l:l'I:I:I:I:1:I:I:I:I:,:1:I:1:1:1:1:i.1:l:,:1:1:,:1:1:I:I:i:l:,:l:l:l:l:l:l:l:l:l:l:l: ��A 1 LAYER EACH SIDE. HANGER WIRE NO. 12 SWG GAL 'I I DOUBLE 2X TOP + tYlt`i CORRIDOR 2X10 FRAMING 16" OC WITH STEEL WIRE I' I PLATE FIRE BLOCKING ADJACENT iX3 CROSS BRIDGING AS REQUIRED DOUBLE 2x I I AT LONG SPANS. SEE STRUCT. DWGS. TOP PLATE I TO BOTTOM LAYER METAL RESILIENT PROVIDE FIRESTOPPING. OF RATED CEILING CHANNELS a 24"OG ...... ..,... ...,..,,....,........,., ...•......... ............,.........":... I; I; I I WOOD CLAPBOARD I VERTICALLY r I SIDING OR WOOD I I SHINGLES, REFER FER t0 El� ................... ......... I ELEVATIONS. COLOR, . 1. i ---. �/2" METAL RESILIENT •...•.......•.....................'.... .• I LAYER 5/8" FIRE RATED GYPSUM GIN INTERSECTIONS TEXTURE AND PROFILE 71 7I WALLBOARD EACH SIDE. :1 TAPE ALL WALL/CEILING t ? I AS SELECTED CHANNELS 16" OC BY ARCHITECT. I /$ FIRE RATED GYPSUM WALLBOARD I I STAIR ' METAL SCUD .` CONTINUOUS g �� 1 LAYER `'/8" FIRE RATED STEEL FRAMING MEMBERS NAILER II FIREStOPP(NG. Ii 5 O I I WALL f ' I I WALL BOARD -M,AIN MEMBERS 46" OC ;! 6 MILS POLY VAPOR BARRIER` `% 1 1 f�R UJAL L 5TA ( -CROSS LEES 24" OC . TAPE ALL WALL/CEILING INTERSECTIONS :; . i �� , �� FIXTURE PROTECTION .............:..,............... . ,...,...,......... 6" UNFACED FIBERGLASS BATT I.I.I.I.I.I:I:I:I:I:I.I.isI:I:I.I:I:I:I:I:I:I:i.I:I:I:I:I:I.1:1:1:1:1:1:1.1:1:1:1:1:1:1: ;.i 1/2 =1 -O WALL UL " U311 ACOUSTIC MATERIAL -FIVE SIDED SECURED II INSULATION, R-19. ENCLOSURE CUT FROM THE 'I I' 24"X48" LAY-(N PANELS SAME ACOUSTICAL MATERIAL 2X6 WDOD StUDB 16" OC ' I (TO BE SCORED TO PROVIDE 2X4 WOOD STUDS (2X6 FIRST) a 16" OC, „ „ U IN THE CEILING ASS Y TWO PANEL APPEARANCE) USED EASSEMBLY PROVIDE GROSS BRACING MID-HEIGHT I+1: is ...._.............._..................,........._................................_......................_..........._........ FOR ALL RECESSE LiGHt FIXTURES 2x BLOC NG 1/z APA RATED PLYWOOD DOUBLE SOLE PLATE, �' MID-HEIGHT 1i �'I:I:I:IP:I:I:I:IE:I:I:I:I'LLI:I:I:I:I:i:l:I:1:I:1:I:1:i:I:I:I:I:Itl:l:l:i:l:l:l:,:i'Ip B ii ;i Pt WOOD BOTTOM PLATE 0 SLAB SHEATHING REFER TO SILL „ ON GRADE AREAS. !I ; DETAIL SHEET. . 1/2 PLYWOOD BLOCKING UNiT I CORRIDOR AIR INFILTRATION BARRIER LANDING* :,I:.I , 1 ,��;.; :I METAL SILT NT FC-2 VERTICALLY CHANNELS �+ 2 "OG FC- 1 HR FLOOR/CE iL. iNG A55E1„15L� 1 HR CORRiD01' (LAB'- IN PANEL CE IL ING0 1 HR 5EAR(NG WALL - CORIRiDOR �` 1 HR 5EARiNC� WALL -EXTERIOR VERTIC LLY 1 „_ ,_ „ 1 „_ , „ 1 „_ i— n STC 50 ESTIMATED WALL-UL OU311 SIMILAR 1 „_ I-oil R-VALUE 19 EST. WALL-UL 4`U348 SiMILAR 11 FiRE BLOCKING ADJACENT 1/2 -) sa i/2 _1 '� FLR/GLNG-UL "l.206 )�2 -1 Q> 1/2 -1 Q> TO BOTTOM LAYERit I METAL S UD (LER FSTG RATING-58 EST. 1=LR/CLNG-UL "L528 FLR/CLNG-UL *1 528 OF RATED CEILING 3/4" GYPSUM FLOOR UNDERLAYMENT I I' 3/a" GYPSUM FLOOR UNDERLAMENT 3/•t" GYPSUM FLOOR UNDERLAMENt OVER 3/�" PLYWOOD OVER 3/4 PLYWOOD SUBFLOORiNG ` i 2" FLOORING MiN GRADE "UNDERLAYMENT" OR "STUDD-i-FLOOR" OVER / PLYWOOD SUBFL OOR, OVER STRUCTURAL PARALLEL 'I MIN GRADE "C-D" EXPOSURE I OVER 1 LAYER BUILDING PAPER OVER i�2" PLYWOOD I CHORD WOOD WEB TRUSSES . SUBFLOOR MIN GRADE "G-D EXPOSURE 1". '' 1:1:1:1:1:1:1:1:1:I.1:1:isl:l.l:l:I:1'1:1:1:1:1:1:1:1:1'1:1:1:1;1:I:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1 :, ' :': _ ;i i. , .1 .I ._. .................._............ .........._ ......n:..r.n.r......_.....n._....n,,..,.v.:.n.ra...n,..n.,.envy:::c:.r.:::r::r:::.v:::.r::nr:enr::a:vx.::.:vr::.rnrx::::::::::::.r:.r::::::::.r.:::.:::::.r:nrrc:::::.v::::ev.::::::::..:::.r:::::: ..••.•....•...••...•....•••.••r::::.:nrur:::.:v::.:.:r_:::::.r::.:.r::.v:.:.r:::.:::r:.r::::::::.r.:r:.r::::.:r:::.:r.:r::::.:::.r.r::.v:::::.:::::r:nrx.v:r.r.::::::::nr:::u:::s::::::::e:: ::::.v::e:v:.:::::::rc::,:r:..:.rnr::::.:,::::n:.::rn:r:.:::::.r,:.v:::c.::::.:::.va:v::::::.v:::e:v:.::::or:na:r.,v:.r::::n::::,:v::uvv,.v.r:,nv:1.:.v:»:s:r:.r::::r::::av:r:::nr:.r.:::::::::w:::.r.:r:.rn::.r:n:.r:::r.:::.r::.r:.v.,r::::.::.:r.:r:.v:.v:.-:ar.v:a�:v::::avvv::nn::.::::.:vr::n:aa..rr:xv:.:nr:u.:r,:n r.,v:::zrnr:::a:vv - - - i :I ........................ ....... ...... :a:..:::.rnr:.::.::.::.:::.. — .......... .....»....... ..............:......... ..........................._.:.._a. // ,/ ,, , , , , / / �i / , / / / / / / , / , / / I. / , , , , , ,, , , // , ,, /, ,, , / / , , , , I , , . ,, — — I . ................_.................._...............___..............._.._.. ... ._ Cfii:r.::::i:.v::ii:?d&i:)::A:;En1n:.r:.r::u.:�c-ar:nror::::: E $" FIRE RATED GYPSUM WALLBOARD, ;_ TAPE ALL WALL/CEILING ICING �/ 1. DOUBLE 2X BLOCKING INTERSECTIONS `` 1 LAYER EACH SIDE. ;n S i BETWEEN CHORD ENDS RUNIT _ . ' STRUCTURAL PARALLEL CHO �y ;1 S 2 HR FLOOR/GEILING —DOUBLE 2X TOP N ' I ' /t t - WOOD WEB TRUSSES 6 24" O ._ / � —� 1 HR LOO CE IL ING II ASSEMBLY: PFS 89-Z1. I I PLATE sheet Tttie 1 HR WALL 'a 5TA i R FER TO STRUCTURAL D S = ASSE BLY UL #L528 r CONTRACTOR S OPTION I . WALL UL " U311 HANGER WIRE 12 SUJG GA REFS S G-5/A3:02 ,' '' t0 PROVIDE:-PFS 88-02 i ,,} rr�p� 2X6 CONTINUOUS Exterior all r� y!"'"'� 1'12 "=1'-!a" FOR ESG 1PtION 2X10 FRAMING ,$ 16" OC WITH L ER TO C 6/A3 02 1X3 CROSS BRIDGING AS REQUIRED STEEL WIRE - .` DESCRIPTION ; 'I `( AT LONG SPANS. SEE StRUGT. DWGS. `I 'I ( 'I I I FfREST PING Roof & Flood` Ceiling OP 1: i 1i C METAL $TU NAILER E L D LER I METAL STUD �i i .i 'I E L D OVI FI STO iNG. PROVIDE RE PP .._-......................»........-....».._.........................."..........._................._............................._.........1 ::nr,.:rnrar.::nrnr:::nra.n:::: - --- .. . ..... .. ....n.. ............�.,..... ...,.....>... . ._...... 1 rn..rn:ar:.:n.r.:::.:::::....::.r::.:,:.r:::ar.::ar:rn-a:::::::::n:.,:n 1 IL R. ; :1 I ��I 1.,1 ,1, „�w�l, �lwWll l ►�A E .Assembli Column & Beam 1::1;1:I:1:1:I:1:1:1:1;1:CCI:I:I:LI:1.1'I:I:Ia, l:laaa—,�I:I:I:1:I:C I:I:I:C L1-1r= I� j I. I WOOD CLAPBOARD ' I SIDING OR VINYL ! , . I .1.1.1.1.1..."....,......�1.1...,.�..........,."..,......�'.......,..."...�I.I......,...,;,*;.;.;.;,�lI_­ 7 ..,.,....."..,;.�l,,.,.,...,.,.I i! I Enclosures & Retails :i :i SIDiNGs, REFER TO I . :, I.1.1:: : is ELEVATIONS. COLOR, II ... ................................. L:L1:..1.. I::I:1:..1:::Lt::.:.1::.I.I...I.I:::.L.,::L. .:..::.. 1: 1: 1:I:I:I:1:1:1:1:I:,:I;1:I:I:1:I:,:1:1:1:1:1:1:1:1:1d:1:1:1:1:1:I:ill:I:1:1:1:I:i:,tl:l:l:l:.[.:I:III:I:I:l:l.,:.:,:,:.:,:,:.:,;.:,:,:,;.:,:,:,:,:.:-I I TEXTURE AND PROFILE i,2„ METAL RESILIENT CHANNELS �+ 16" OG STEEL FRAMING MEMBERS ;i :I I I AS SELECTED -MAIN MEMBERS 46" OC 'I ?I I BY ARCHITECT. '` �� FIXTURE PROTECTION I. TAPE ALL WALL/CEILING , i LAYER �/ " FIRE RACED -CROSS TEES 24 OC „ WALL BOARD -FIVE SIDED SECURED I TAPE ALL WALL/CEILING INTERSECTIONS INTERSECTIONS 1:CI:I:CI:CI:CI:CItla:I:1'1:1:1:1:1'1:LI:I:CI:IH:I:I:I:I:I:IH:Claaaa:f.lt I' `� 1I( AIR INFILTRATION ENCLOSURE CUT FROM THE SAME ACOUSTICAL MATERIAL `: „ 'i I I BARRIER / TYPE X GYPSUM WALL BOARD USED IN THE CEILING ASSEMBLY WALLBOARD, 2 LAYERS. TAPE ALL WALL/GE f L ING i 2° g/a FIRE RATED GYPSUM FOR ALL RECESSED LIGHT FIXTURES I ii " APA RATED I INTERSECTIONS METAL SUSPENDED CEILING V, FIRE RATED GYPSUM WALLBOARD, "I; 2 SYSTEM WITH NON-RATED „ 1 LAYER EACH SIDE. 6 MILS POLY VAPOR BARRIER ; :; I PLYWOOD SHEATHING Job Number METAL RESILIENT ACOUSTICAL TILE CEILING OR 9�n4 ` „ GYPSUM WALL BOARD. :i 6" UNFACED FIBERGLASS BAtt 1:1'i:'1::d:i'i::'i':I:1:1'I 1'l:''I'1:'1'1:1'1:111 1'1':'.i:l::lf tt'1: I I :''.,:I::1'1':: �; 1 CHANNELS 24 OG COLOR/PROFILE AS I INSULATION R-19. ' li I Date VERTICALLY 3Y METAL STUDS O 16" CC, PROVIDE LVL BEAM - SEE DOUBLE SOLE PLATE, UNIT SELECTED BY ARCHITECT. "°I REFER TO SILL DETAIL STRUCTURAL DWGS. ,$ SEE REFLECTED CEILING PLAN: I BRACING MID-HEIGHT 2X6 WOOD STUDS 0 16" OG SHEET. CPT GRND PLR) 14 NOy►EMBER 19JT i = " FIRE RATED GWB ,, ' i' FIRE BLOCKING'ADJACENT 1 LAYER EACH SIDE. UNIT S 1 S UNiT sheet Number. �. TO BOTTOM LAYER STAIR I ' p OF RATED CEILING 1 I�R 1=LOOK/G iL iNC A55M�1 M FC-3 FC-i j D - A3,02 - , 'T. 1 HR WALL 'a 5TAiR 1 �R �LOOi<'/C� iL iNC� A55EM5LY TYPICAL CORRIDOR CzWEI A55EM5,LY i SIR DEL' I&ING WALL -NON - 5EARiNG 2 SIR 5EARiNG WALL �XT�RIOR 6 . 11/2"=i'-0" 1'/211=11_�11 FSTC RATING-58 EST. FLR/CLNG-UL OL528 11/2 "=1'-0" FLR/CLNG-UL *L525 1 u_ 1_ n STC 54 ESTIMATED WALL-UL "1.1451 11/2"=1'_�" R-VALUE 19 EST. WALL-UL NU349 SIMILAR 1/ i (� FLR/CLNG-PFS 89-11 _ - -__ --- -- -_ - I,-------- - - - _ _ --- - -_------- __ _ -- - - - _.. WINDOW : HORIZ/ WINDOW ELEVATION VERTICAL DESIGNATION 4 512E TRAN50M HEAD JAMB 51LL MULLION A 2DH/29X58 NONE"41 6 FRIEZE 5/4X4 5/4X(o 5/4X8 A2 B2 C2 Th DETAIL 12 DETAIL 11 DETAIL 10 DETAIL 20 � a Al A DH/29X5g NONE 1X� IX3 iX4 DETAIL 12 DETAIL 11 DETAIL 10 DETAIL 20 FA ° A2 A DH/2eX5g NONE 1X6 IX3 iX4 DETAIL 12 DETAIL 11 DETAIL 10 DETAIL 20 B B DH/24X52 NONE 1X& iX3 iX4 NONE oDETAIL 12 DETAIL 11 DETAIL 10 1c;am 51 53 D.H/24X52 NONE 1Xlo IX3. IX4 NONE Al B1 . C1 F1 G1 H1 DETAIL 12 . DETAIL 11 DETAIL 10 50 C�omman ants Way .. ,.. 82 8 Dl-1/24X52 NONE iX6 iX3 iX4 NONE , ' DETAIL 12 DETAIL 11 DETAIL 10 At Admir 1 rs Hill f 2 0" 2—tY 3' 0" 2'-0" 5'-0" g'-o_ C C DN/3�oX52 NONE 6 FRIEZE 5/4X4 �✓/4X�o NONE Chelsea, 02150 I) II II 5/4X8 IL 11LDETAIL 12 DETAIL 11 DETAIL 10 Telephone; 6 1.7® 89®4402 II C1 C DH/3roX52 NON 617-884-4329 IF 111EE 1X� iX3 IX4 NONE (I I) DETAIL 12 DETAIL 11 DETAIL 10 Fax9 - - b CZ C DH/3�X52 NONE iX� IX3 iX4 NONE •� DETAIL 12 DETAIL 11 DETAIL 10 D D D/30X52 NONE 1X� IX3 IX4 NONELi z, DETAIL 12 DETAIL 11 DETAIL 10 A B C D o a o 0 0 0 oG H J E E D124X58 NONE 1X(O IX3 IX4 NONE 0 0 DETAIL 12 DETAIL 11 DETAIL 10 z,_o ,_ " F D/30X5g NONE 1Xro IX3 iX4 NONE . 4' 0" 2 0 $"0 s'-D" DETAIL 12 DETAIL 11 DETAIL 10 — _ Fi F D/30X5g NONE 1X� IX3 IX4 NONE I —- - - -- - --- - -- Az DETAIL 12 DETAIL 11 DETAIL 10 Cx Cx D/3�X58 NONE 5/4Xg 5/4X4 5/4X� NONE Revisions I DETAIL 12 DETAIL 11 DETAIL 10 Cxl Cz D/36X58 NONE iXro . IX3 IX4 NONE _J .[ILd - I DETAIL 12 DETAIL it DETAIL 10 H H D/24Xro4 NONE iX� IX3 IX4 NONE LOUVER LOUVER DETAIL 12 DETAIL 11 DETAIL 10 0 O ® ® R a T U V H1 H D/24Xro4 NONE 1Xr IX3 IX4 NON O O O a E DETAIL 12 DETAIL 11 DETAIL 10 J J 2DH/29X64 NONE 1Xro IX3 IX4 DETAIL 12 DETAIL II DETAIL 10 DETAIL 20 1 9 K K 2DH/29X(o4 F/ro0X18 5/4Xg 5/4X4 5/4X6 DETAIL 12 DETAIL II DETAIL 10 .- : DETAIL 20 ,I o0g L L 3DH/24X58 NONE a FREEZE 5/4X4 5/4X� 5/4Xg Zj DETAIL 12 DETAIL 11 DETAIL 10 DETAIL 21 ----------------- M M C/24XI(o. NONE FRIEZE IX3 iX4 NONE iX� DETAIL 12(SIM) DETAIL 11(SIM) DETAIL 10(5IM) N N G/24X58 NONE 1X� IX3 IX4 NONE DETAIL 12(SIM) DETAIL 11(SIM) DETAIL 10CSIM) O 20 : P C/24X52 NONE 5/ XS FRIEZE 5/4X4 5/4X6 NONE 10 DETAIL 12(SIM) DETAIL 11(5IM) DETAIL 10(5IM) 4 Q Q 3C/24Xro4 NONE Q FRIEZE 5/4X4 5/4X6 5/4Xg DETAIL 12(SIM) DETAIL il(SIM) DETAIL iO(SIM) DETAIL 21 1g . � R R 2DH/23X&4 NONE IXro IX3 iX4 Drawn lg ' ' DETAIL 12 DETAIL 11 DETAIL 10 DETAIL 20 DVL,FN ' 5 5 2G/24X32 F/4SXia iX(o iX3 iX4 Checked is 15 ,� DETAIL 12(SIM) DETAIL 11(6IM) DETAIL 10(5IM) DETAIL 21(SIM GNK 13 T T C/24X24 NONE iXr IX3 IX4 NONE i' Scale DETAIL 12(51M) DETAIL 11(SIM) DETAIL 10(SIM) U U L/&OX58 NONE 5/4X8 5/4X4 5/4Xro NONE Project 3 14 12 DETAIL 12(SIM) DETAIL 11(51M) DETAIL 10(SIM) V V L/3(oX58 NONE 5/4Xg 5/4X4 5/4X& NONE DETAIL 12(5IM) DETAIL 11(SIM) DETAIL 10(6IM) Whiteha' 11 W W UH/39X64 NONE 1X� iX3 IX4 NONE DETAIL 12(SIM) DETAIL 11(SIM) DETAIL 10(SIM) Est-ate �'''I' FIGAL HEAD DETAIL 12 Hyannis,, MA g S 4 is 77 �o NOTE: DH= DOUBLE HUNG L= LOUVER C= CASEMENT F= FIXED NOTE: PROVIDE BUILT-IN MUNTINS ALL WINDOWS 3/411 15 KEY TO MATERIALS- 14 SIDING -- REFER TO ELEVATION. 3 14 12 2. 2 1i2" COLONIAL CASING APROP At ALL COMMON AREA WINDOWS, 3. ALUMINUM WINDOW WITH CONTINUOUS '1' 1�i GAL. JAMB DETAIL NAILiNG FINS, AND DRIP EDGE AT SILL. 11 4. AiR INFILTRATION BARRIER CONTINUOUS, WRAPPED INTO BUILDING. 5.. 1i2" APA RATED PLYWOOD SHEATHING. 6. 6" WOOD STUDS 's 16" OC. 14 1ro �. 6" P15ERGLASS BATT INSULATION. Sheet Title 3 14 12 13 R-IS MINIMUM. 3 S. 6 MILS POLY VAPOR BARRIER. Window 1 SCedU.e �C CONTINUOUS, SEAL ALL LAPS. Details 9 %" GYPSUM WALLBOARD. FIRE RATED. 10, WOOD HEADER WITH SPACERS. REFER STRUCTURAL DRAWINGS, PROVIDE SOLiD , SLACKING At ALL WINDOW HEADS. 3/411 11. WOOD STUD JAMS. REFER TO STRUCTURAL DRAWINGS. 12. J-BEAD. 4 13. CORNER BEAD. 14. CAULK. REFER TO SPECIFICATIONS, : S 15. SEALANT. REFER TO SPECIFICATIONS. III`IIMII Wpm ' 16. 3/4" THICK WOOD STOOL CAP. ROUND ri EDGES AS SHOWN. PRIME E PAINT, Job Number 1 (o i'i: 15" BUILDING PAPER 9704 18. iCE d WATER SHIELD (6" STRIP OVER FLASH.) 1S. WINDOW TRIM -- REFER TO SCHEDULE. oats q 1 NOVEMBER 14,1997 20. ALUMINUM CAP FLASHING. Sheet Number T'T'FIGAL. MIUL.L. ION DETAiL. ��1�f CAl_ �iL L 11ET, Ls A3000 a • VARIES GENEfR.ALNOTE5 2-1/2" WOOOD CASING, The µ SROSCO #8-1�3 . 1. PROVIDE DOU5LE, 2x WOOD 15L.00KING DOOR FIRE WALL ASSEMBLY Amhaactura. , AT ALL DOORR DEADER& WITHIN ALL DOOR FRAME SEE G/A3.D1 NON-LOAD 5EARING LUAL,L5. INTEGRAL DOOR SWEEP L '� ALUMINIUM EXTERIOR THRESHOLD, ADA �.� DOUBLE 2x BLOCKING 2. C CAUL.IGII�IC TO i„IATC1-I CAS(N COMPLIANT c,4sIN 1/4" AT HEAD COLOR A5 SELECTED 5'*T- ARCHITECT UP FROM SURF,4CE FiNISHEs VARY, COORD. _ ° . 50 Commandants Way . DOOR UNDERCUT (MIN. PER - o CODE) WITH FLOORING - -=--- DOOR LINTEL, SEE Ad11ra1� HIl�l MATERIALS, SEE FINISH - STRUCT. DWGS. 3, Q SEALANT TO MATCH C,46INCH COL.OiR, � SCHEDULE. _ Chelsea, MA 02 150 ASS LECT D 5''I' ARCH IT ECT. WOOD DOOR FRAME _ Telephone- 617®8 9-4402 TWO LAYERS 5/a - _ WOODo TYPE X G.W.5. _ . . _ _ = C= C _ _ -= C = C = C Fax- 6 1l 7®884®4329 POLYVINYL WATER STOP D OR 1/2" METAL RESILIENT CHANNEL AIR INFILTRATION BARRIER PROVIDE a" CLEAR AT CONT. WOODILIN WITH CROWN DOOF� aILL EXTEfRI0fR ILOCKING (PAINTED)FFRE - HUNG; D00fR �EAD /JA y h = 42 = 5ca le: 3i i - 1 ii e 3-5/8" METAL STUDS WOOD/VINYL SIDING (O" STRIP ICE 5Ca lam. 3 - 1 SEE ELEVATIONS WATER SHIELD 3-1/2" WOOD CASING, FOR TYPE S DOOR EACH SIDE. • '` DOOR FRAME # Revisions EXTERIOR WALL, SROSCO 8�53A METAL DRIP EDGE SEE A2.Q>3 TWO PIECES VINYL ADAPTER TO MATCH VINYL HEADER', SEE STRIP AT FLOOR FINISH C C TRIM COLOR STRUCT. DWG TRANSITIONS -- VINYL GLAD METAL DOOR FRAME WOOD TRIM FINISHES VARY, COORD. DOOR METAL DOOR UNDERCUT WITH FLOORING MATERIALS, SEE FINISH 3-1/2" WOOD CASING, DOOR UNDERCUT SCHEDULE 5ROSCC #a-f 53A 1/2" (MAX. S DOOF� F I fRELUAL 7�f= ICAL INTEF,�� 10fR �O 5ILL ., D „ - , � � 5ca lam. 3 - 1 CJaml� 5im.� WOOD DOOR FRAME • WOOD DOOR 5ca IS: 3 " i 1 VARIES UJD . DCOF� 'HEADEXTEf;Z0F___-1 Drawn 5ca lam: 3 " - 1' (Jamb 5im.) CHANNEL RESILIENT Checked 2 x 6 WOOD STUDS METAL DOOR FRAME DOOR-REFER TO PLANS FOR SWING DIRECTION Sale SIDING MATERIAL PAINTED a 1r" O.C. s+-r-or REFER TO EXT. ELEVATIONS DOUBLE 2x BLOCKING 1/2 APA RATED PLYWOOD SHEATHING AIR INFILTRATION SARR(ER TO DOOR JAMS 5EYOND Project SIDING MATERIAL t0 5E SET OVERLAP 5UILDING PAPER AND WhitehallIN WET BED OF SEALANT SIDING TO TRIM JOINT 3-1/2" WOOD CASING, VINYL TRANSITION STRIP 7 : 7 i SROSCO #8153A CENTERED UNDER DOOR. 15# ASPHALT SATURATED BUILDING REFER TO SPEC'S FOR TYPE. Estate PAPER FROM AIR INFILTRATION C C WOOD TRIM-PAINTED 5ARRIER LAP TO INSIDE EDGE REFER TO ELEVATIONS 5/8 FIRE RATED GW5 MAXIMUM 1/2 FOR REFER TO FINISH SCHEDULE RATED DOORS Hyatlt A MA FOR FLOOR FINISH COORDINATE WITH METAL DOOR METAL DOOR FINISH FLOORING SE�4L,4NT PER FRAME _ S MANUFACTURER WELDED METAL RECCOMEND AT IONS FRAME. PAINTED METAL_ DOOR HEAD/JA1� EXTERIOR DOOR-PAINTED 12 , REFER TO DOOR SCHEDULE EXTEF� 10fRDOOfRJA�15DETAIL � 1 2 x & WOOD STUDS a i6" O.C. 1/2" APA RATED PLYWOOD SHEATHING — AIR INFILTRATION SIDING MATERIAL-PAINTED 5ARRIER REFER TO EXT. ELEVATIONS VARIES STRUCTURAL HEADER 1/2" METAL RESILIENT --- REFER' TO STRUCT. DWGS CHANNEL CONT. WOOD 1/2" METAL RESILIENT 1/2" METAL RESILIENT METAL CAP FLASHING BLOCKING (PAINTED) CHANNEL CHANNEL STRIP OF ICE 4 WATER SHIELD' FROM71 CAP FLASHING TO INSIDE EDGE WOOD TRIM-PAINTED Shoot ntl. REFER TO QIr ELEVATIONS 5/8" FIRE RATED GW5 DOU5LE 2x 5LOCKING DOU5LE 2x 5LOCKING Door Details 3-1/2" WOOD CASING, EACH SIDE. BROSCO #8753A SPACING PER � S ' — 3-1/2" WOOD CASING, ACH SIDE. MANUFACTURER WELDED METAL C `� E ROSGO #8�53A RECCOMENDATIONS 5 FRAME. PAINTED C C (cD C -- METAL DOOR CORRIDOR UNIT METAL DOOR E L D R FRAME EXTERIOR DOOR-PAINTED REFER TO DOOR SCHEDULE — METAL DOOR METAL DOOR Job Number METAL DOOR METAL DOOR � FRAME FRAME Date �IETAL [DOOF� HEAD _" I HfR WALL Sheet Number EXTEf;RI0f;RMETAL D OOR HEAD/JAMS T�I'F1CAL UNIT ENTRY DOOR HEAD/JAMS 40 Scale: 3 " = l ' (Jamb 5 im_� scale: 3 - 1 10 Sca lls: 3 - 1 ' Ad.04 VARIES VARIES Ilk k VARIES VARIES VARIES VARIES k 7t VARIES VARIES Architect Ural Ilk to cU ip t0 ip c0 c0 t4 � e 50 C�omman .ants Wary At .�C�'miI afs HiN Chelsea, A 02 R 50 �e ephone9 617®���-4402 29 FLUSH DOOR LOUNGP DOORS (t� XXX XXX XXX t; � �� Q Q� l ,,11 ����/ram ,1 �1 —)-Q ,1 Q�� ,1 •. Scaic: 1/�I1a11-/Ail Scale: 1/4"ItIP-01- Scald: 1/4"=Il-0- Scale: 1/-"-V-0" SrrQl6: 1/'tllall-/J111 SC�I�t 1/'tllall-�11 �7GwQIa: 1/Yl1=11-/All �GiQIQ: 1/-Fllall-011 211 VARIES 2" 211 VARIES 211 VARIES VARIES VARIES {r VARIES 2" VARIES 2" 211 VARIES 2" TI 'fib I cr cv --- 2-1/2" COLONIAL 2-1/2" COLONIAL CASING AT CASING AT BOTH SIDES 15OT4 4 SIDES Revisions KD FRAME-SINGLE 2 KD FRAME-DOUBLE 3 SINGLE DOOR IN7.-FREHUNG � DOUBLE DOOR IN7.-PREHUNG ��, EXT. VINYL CLAD WOOD-SINGLE � EXT. VINYL CLAD WOOD-DOUBLE -� WELDED STEEL FRAME-SINGLE 8 WELDED STEEL FRAME-DOUBLE �� 11 1 11 II 1 11 II 1 11 11 1 II it , 11 " 11 " 1 " II 11 Scala: i/4 ■i-�D 5ca le: 1/4 ■1-f� Scale: 1/4 =I -fd Sca Ie: 1/4 ■1-0 Scala: i/4 =i-(A Scale: 1/4 .1'-0 Scala: i/�4 ■1-fd Scale: i/4 ■1'-f� i f a 211 VARIES 2" w Fv 71 In iA c0 Drawn Checked Scale WOOD FRAME-FRONT DOOR �� WELDED FRAME-FIREWALL g.ppi• Scale: 1/4"=P-0" Project Whitehall Est-te Hyalnnt% MA Sheet Title Door & Frame Elevations Job Number we b Sheet Number A3.05 ----- Note: A.Q.F. Above finish floor l l 5ha tip of concrete, (e a slab at the f first f loon and top. of concrete topping. on second floor, floor. Arcjutectura- z Cont inuou5 2X UJo®dl 510C�,in 50 C ommandanits. Wary At Admirars Hfll Chelsea, MA 02150 rosCo Telephone; 6 A`�- 9-4�4 02 a04 Fax; 6 R 7® 84-4329 1 4 ( CIOVE ) GfROWN� t*-IOUL DING E345E T FR I t% II I II II I II _ 1/2 - 1 . - � 1/2 1 � 0 vC J 9 Revisions Ot- 3 - 1 /2 5/4 mine Cap w/ 99 Bullgose edge J 1 1 / 16 2. X 4 Continuous 00, Wood Blocking CD � I � r� Brosco C'') roSCo _ 1 - 1 9/ 16" / Continuous Wood l®Ching 2 _ 1 / 1 ,9 CF CCWN 0 U L D I LEAN A I 54SETfRl1l 3 C&TFRAIC-:�HT ) 32 I I I I I 2 2 I _ I I I 12 I I _ I I I Drawn 1/2 - 1 - � 1/2 = 1 - o 1/2 - 1 - 0 V5 Checked g Scale Project Whitehall CXD Estate 3/4 1 3 4CQ Brosco +�875�F Hyaimt% MA � Contiguous Continuous Wood Wood � � Blocking W�1& Blocking ( Tosco 000e p UJ/ Pine Ga e/1 (o 3 - 1 /2 � w/ Sullnose d'' I b Srosco OS112 I `q Wall Cover %ne ' 5oroler 9/ 16" Continuous 2X Blocking Tosco COLONIAL CASING; C OWN 0 LDINGC I 01� C AI1� AIL A 5 T lt*-1 2 1I II I II 21 I� I �I 1 II i �I 1/2 " = 1 - 0 1/2 = 1 = 0 C 2 . 1/2 = 1 - 0 C 2 1/2 = 1 = 0 W52 locking L Gt'-1 E�I Sheet Title Srosco 00030 Trim , Details Continuous � Wood cc Blocking - r®5G® , � I l 11 / 16" \ 99 \—Continuous Wood Blocking rosco # a00S !� Job Number Date ten, CTUFRE �CL ID I I `A � ��dVl V oVt� D COAT I X GHA I fR I �.e.. 545E TF,, I�l 1, Sheet Number 3 0 I 2 � I 10 , II I II1/2 " = 1 - 0 " '1�1 1/2 = 1 - 0 1 1/2 " = 1 - � " C�111/2 = 1 - � 1J 1 A3006 2 1 6/A5.02 5/A5.02 30/44.05 40/44-05 4 10 2 � •---_. 10 12 12 � 7 Architc c� � 3 3 14 3 4 33/A5.04 16 4 4 33lA5 04 16 12 1 17 F'L 4 or PLATE TOP OF 'IM' 50 Co ndant's Way ® oq co P P At v a� 2 2 2 � 8 SECOND $ ris SECOND Chel �a J A 02 R 50 FLOOR "15'-0" -,_ FLOOR "15'-0" ......_ SECOND 9 19 19 it N E 10 10 UKAE±2 1m FIRST 3'-0" FLOOR 3'-01, FIRST F 4w" —._ ---------------- _._._._._._. _._._.— — — — — — — — — — GRAPE '1'I ---_�-r ----.rl--- --- --I-r --_--.fir---- I'Y - i I I 0 I I I 0 I 10/A5.01 I i I I I I 20/A5.02 I I 1 I 11 I I i i I 0 - CL-------------- -- -------- --LL, I---- ---� ----- L �- -I--- --I I "-----a i--------i I - -- I -------I I'---- I I---------. I- -- ---- i - ----- J vim,• --------------- D--- -----------J 58'-0" C------------------ ------- F - - -- --- C J 5s'-0" L------ --L-- --------�--- ------�-�— ---�--------�L-- --- --1 30 20 10 Revisions 2 2 1 2 Z I� 10 I � If 12 14 3 3 3 4 15 ,... 4 , 2 �~ 7 4 I'T TOP OF TOP OF TOP OF PLATE 83'-0" PLATE 83'-0" PLATE 83'-0" 1 ' 18 SECOND 9 SE GOND S SECOND -. FLOOR "(5'-0° _._._._. _ FLOOR 12 12 10 _TM FFTI® /DEF] / 0 N ® ® ® K \ �i 10 s I J K Cs Cst Csl J Hi •9 �C \ FIRST 9 I 10 FIRST 10 FIRST „ „ Scale _.-.-.-. FLOOR 63-Oil _._. _ _ _ _ 4_2 3'-0 _•-._._._._._ -. FLOOR 3'-0 -- r-I ---- --tt- ------rl GRADE 10/A5.01 ���I I I i f III I I I I I III I I I III I i Project - _ J1 _I- I - LI --------_� L-------- --- - 1 _ L1 _-I - - A L------- E--- --------------------- ----�- Z--- ----�- ----- 58'-0" ---C -EE- ------ -- - -- ------------------------------------ , 5 5 19 5 3 2 5 3 2 9 10 19 5 10 8 5 19 3 2 5 Whitehall . 5� 40 Estate Hyamis MA 2 1 2 12 12 110 `f� 2 12 3 J—` ELEVATOR PENTHOUSE- ��"i 3 14 REFER TO ELEVATOR 14 2 12. DETAIL SHEET, 12 4 3 11 OF 83i_0u 1'I POLPA 83'-0" 7 ® ® � ® ® ® Q ® ® ® EIIII® ® ® ® ®' 0 81 CI ® Bl O 0 i F F CI %Q E t jj BI 1 - F F CI T E E E 4 ....... FL ORD 75'-0 FLOOR 75'-0" Z m _ �® _ _ 0 LLLI FM EFEI -- -- — ----- EEO FIT —'--- I I 10 •\\ /� // \\ // 10 FFL� 3'-0" I I \•\ FLOOR 3'-0"._. . ._._._._._._. _._. _._._._._. _._. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------- 20/A5.01 I B I i III I I � I I I I III I I -- ----------------------------------- --- -- ------- ---------- .1LI--- --- -1-1 --- --------------------- J 58'-0" ------L- -------- ------ ------I-I -- -- --1-11 -------- -- ----- -- -- ------ --- ------------ - - ----------------------- -J_ 58'-0" -- ----------------------------------- ---�-- ------- ---------- ---I-- --- -- --------------- -------- —� Z_---------------- ------ ------- -- -- —�--- -------- -- ------ --�-- ------ --- ------------ — —L------------------------- ---� Sheet Title 5 19 5 10 S 5 19 2 3 19 5 9 10 3 2 19 5 8 10 5 19 g 10 19 4 5 5 Elevations 00 10 KEY TO MATERIALS: I RIDGE VENT. REFER TO ROOF PLAN FOR LOCATIONS, REFER TO 12. NOT USED SPECIFICATIONS FOR DESCRIPTION. 13. NOT USED 2. ROOFING SHINGLES. COLOR/WEIGHT/STYLE AS SELECTED 14. RAKE TRIM. 1X4 OVER IX10, PRE-PRIMED AND FINISH PAINT. BY ARCHITECT. REFER TO SPECIFICATIONS. 15. CORNER BOARD. 1X6, PRE-PRIMED AND FINISH PAINT. 3. ROOFING SHINGLE ACCENT BAND. COLOR/WEIGHT/STYLE 16. BRACKETS. e0� AND NUMBER OF COURSES AS SELECTED BY ARCHITECT. 17. VERTICAL PRE-PRIMED 1X6 T4G SIDING,CORNER BOARDS REFER TO SPECIFICATIONS, TO BE PRE-PRIMED IX12. FINISH PAINT. 4. PREFIN15HED ALUMINUM GUTTER AND LEADER, OGEE SHAPED 15. VERTICAL PRE-PRIMED 1X6 T4G SIDING. FINISH PAINT. GUTTER. COLOR AS SELECTED BY ARCHITECT. SLOPE 1/16" 19. 5/4 X 5/4 PRE-PRIMED INTERIOR COMER TRIM, TYPICAL AT ALL LOCATIONS. Job Number PER 1 LINEAR FOOT TYPICAL. LEADER TO BE CONNECTED TO �° SITE DRAINAGE SYSTEM. REFER TO SITE DRAWINGS. SIZE TO BE 5 1/4" x 7" x .032", EXPANSION JOINTS AS RECOMENDED BY MANUFACTURER 5. CORNER BOARD. 5/4X8, PRE-PRIMED AND FINISH FAINT. 20 Date 6. 1X10 f'RE-PRIMED FASGIA BOARD. FINISH PAINT. NOTEMM 1�1T 'I. IX8 PRE-PRIMED FRIEZE BOARD. FINISH PAINT. 401 ^� I�/� 8. WHITE CEDAR SHINGLES. STAIN. 9. 1X(o RED CEDAR CLAPBOARDS. 4" EXPOSURE, PRE-PRIMED• Sheet Number AND FINISH PAINT. 60� sm 10, 1X8 RED CEDAR CLAPBOARDS. 6" EXPOSURE, PRE-PRIMED A4.01 AND FINISH PAINT. 11. 1 x8 FRIEZE BOARD HELD OUT ON LEDGER KEY TO MATERIALS: Fh • • i Th la 12 '''� 4 Archit' 'C;Ctu o . 2 �� 10� 4 3 3 I"( (am 1� p p� _.— TOP 83'-0" — - PLATE 83'-m'! -"- e 0 C�,omr andante, Way ® © 0 At Admi r s Hill 9 8 OORD �5'-011 8 SECOND "f5'-0" j Chelsea, MA 02 50 - _ C4 _ a N N �✓ Q 5 ® -•-- ® 0 G G 5 1m K im •U 1m REMJ FIRST im FIRST — — — — — — — ......— FLOOR FLOOR 3'-O" I 10/A5.01 I, = 10/A5.01 I = 0. L ———————————————— —i `P i J t g C- -- ---- -------------------� 58'-m" -------- -----Z ---------------� 5a'-0° °y • , . �Fri t1"��•� 19 4 5 19 20 1130 .. .. - .Revisions 2/A5.ID1 i/A5,ra1 2 1 I 12 12 2 12 - 12 14 4 I 2 3 12 i TOP OF PLATE 83'-ID" TOP OF 4 PLATE 83'-0" 11 TOP E PLATE a3'-ID" a ® ® ® ® ® ® � � 1>; - e _ _ _ , _ _ _ 1 .0 � �• F � SECOND I5 8 FLOOR 15'-ID" 9 9 SECOND 8 12 9 4I- —14 Q * 4' - Q 0 _ Drawn - — 0 r 0 - - - - - - - - ®® m [ID® - �WAF 5 ® Q ® ® 5 Checked I __ H1 .� 4FJ G1 G1 G K J GI H1 K G — — ...... FLOOR 63'-ID" im I FIRST lm FIRST Scale - - — — - - - - - - - - - - - - - - - - - -GRAPE _e� FLOOR 3'-ID FLOOR V-0" _ -- --- N Cs ------- cv � I i l l I 0 I I I I tID/A5ID1 im I---- I IJ---- LI ---------- ----------- — I I _i b I I I I I Project 58'-ID --------------- ------ .------ --- -- ---- -- ---------- 11 -- --- LI.1 __ I_ J I I ------ ----- — 1 — — — — J C------� ------ -------------- -------------- —= -- — --------------------- --1--- -- --- --- ------- -�-- =--------- ------------_-- -------' --Z----C--� 5s'=ID" a C- >-------1-1--- --- ------5---�---- --------------------- 3 2 5 19 10 g. 5 19 im 3 2 5 3 2 lm 19 5 5 19 Whitehall 100 110 1& 0 Estate .H[ atui�s, 10�A 1 4/5.01 3/A5df1 2 1 'i/A5:ID2 2 I 12 101 12 110 2 2 • 14 4 3 4 3 12 3 12 1� TOP OF PLATE 83'-ID" TOP OF PLATE 83'-ID" ® ® ® ® _ E E E am C g __— ® `� 4 F F 1 0 ® T..• G B 15 8 SECOND _ FLOOR '15'-ID" - - a) 00 ® ® 9 - - - - - - - - - - - - - - 0 ® ® ® � ® ® lm I FIRST 10 FIRST - — — — — — — — — — — — — — — — — — — — — / — — — — — — — — — — — — — — — — — — — — ........ — — — — — — — — — — — — — — — — — — — — — — — — — _,_. FLOOR 3'-ID" — — — — — — — — — — — — — — — — — — — FLOOR ---- t1- --- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IO/A5 1 i I I I i I I-- ---- ---- `' I I III I I I I B ( i l l 10/A ,01 ------ -------- -------- ---1 - --------------- -- -------- t--- ----- -- ------ J1 -- -----1L------- - ------------ --- I I- ----------------=----------� I---- --- LIL ------ ------------------------------------=--------------------� B ' ----� ------------------- ------- S--- ----- --- ------ -- L-- -------------- -- -------------� — ---� C--------------------------I --- ---Z �L— ----- -- ------ ----�--- ------- __� 5a-ID Sheet Title 19 5 g ,m 5 19 Im 8 5 3 2 Im 9 3 2 5 8 1m 5 19 Elevations 150 1 .40 KEY TO MATERIALS: 1 RIDGE VENT. REFER TO ROOF PLAN FOR LOCATIONS, REFER TO 12. NOT USED SPECIFICATIONS FOR DESCRIPTION. 13. NOT USED 2. ROOFING SHINGLES. COLOR/UJEIGHT/STYLE AS.SELECTED 14.RAKE TRIM. 1X4 OVER IXIO. .PRE-PRIMED AND FINISH PAINT. BY ARCHITECT. REFER TO SPECIFICATIONS. 15, CORNER BOARD. IX6, PRE-PRIMED ANp FINISH PAINT. 3. ROOFING SHINGLE ACCENT BAND. COLOR/UJEIGHT/STYLE 16. BRACKETS, C140 ANp NUMBER OF COURSES AS SELECTED BY ARCHITECT. I'l. VERTICAL PRE-PRIMED IX6 TeG SIDING, CORNER BOARDS REFER TO SPECIFICATIONS. TO BE PRE-PRIMED IX12. FINISH PAINT. 4. PREFINISHED ALUMINUM GUTTER AND LEADER OGEE SHAPED 16. VERTICAL PRE-PRIMED IX6 TtG SIDING. FINISH PAINT. GUTTER. COLOR AS SELECTED BY ARCHITECT. SLOPE 1/16" 19. 5/4 X 5/4 PRE-PRIMED INTERIOR CORNER TRIM, TYPICAL AT ALL LOCATIONS. PER 1 LINEAR FOOT TYPICAL. LEADER TO $E CONNECTED TO 150� Job Number SITE DRAINAGE SYSTEM. REFER TO SITE DRAWINGS. SIZE TO BE 5 1/4" x "I" x .m32", EXPANSION JOINTS AS RECOMENDED BY MANUFACTURER 5. CORNER BOARD. 5/4X5, PRE-PRIMED AND FINISH PAINT. — Date 6. IXIO PRE-PRIMED FASCIA BOARD. FIN16H PAINT. zmm� ?. IX8 PRE-PRIMED FRIEZE BOARD. FINISH PAINT, �� lam NoP 141w 8. WHITE CEDAR SHINGLES, STAIN. lw 'B. IX6 RED CEDAR CLAPBOARDS. 4". EXPOSURE, PRE-PRIMED Sheet Number AND FINISH PAINT. 1100 r6m 10, IX-5 RED CEDAR CLAPBOARDS, 6" EXPOSURE, PRE-PRIMED AND FINISH PAINT. A4,02 11. 1 x 8 FRIEZE BOARD HELP OUT ON LEDGER KEY TO MATERIALS: i f , 1 2 . :tom u The 8 4 15 19 19 15 4 8 Architectura 14 . . 3 16 34/ i2 A5.04 12 Q TOP p - ����^�� • 3 PLATE 83'-0" PLAT£ 0" T� OF 3 ED�.• -- IIIIA I2 3MM ¶¶�� ¶¶ 2 �4•_ FLOOR T5'-0° 9 -- 4 SECOND SECOND 3 4� 2 Chee sea MA 02150 - - - - - - - - - - - _.- -•-•- -•- ------............_. _ _ -•-• -, FLOOR 15 0 "f5'-0 F OOR 9 2 m it 9 @ 8 19 H 10 , - - - - - - FLOOR V-0" 10 LOOK 63'-0" 63'-0" FLOOR 10 --- �` N _ _ - -'1 I - - - - I - - - N _ - - - •- -'-'- t r-------- - - - - - GsRADE -r -- — r-- ----- ----- — -- --- — ---- _ It 20/A5.01 1't -I-1' 10/A5 i 1'i -tTI - t7t- --" T7- - '� I I - � I I l it III I I I I I I I , I I I II iI I II 0 w u i 5 I I I III r✓' I{ I I I 5 I 5 I 5 4 �✓' I I III � III I I I � F✓' i i I I � ' � L 11------- -j-u ----------ILL- —. i 1--- — — ----- —�— -�- (-- — ---.L I----- —11.1---------- 1J� —.1.1 J i I--- -i ce , ' L-------=-Z--- - 58'-0° ----- --L--- ------------ ------ -I---- - -------] --I- --- -- ----- ------ --Z-- -----� . 5s'-0° r'a,_� ------ - nor �� 4 19 8 19 4 19 19 19 4 19 8 19 4 113 Revisions 2 1 1 2 1� 12 14 14 2 18 12 -1 3 3 12 18 4 15 -1F 15 J 4 4 TOP OF TOP OF TOP OF TOP OF PLAT£ $3' PLATE —� PLAT£ $3^0u PLATi= IT -� -- B F -15 _ SECOND h SECOND S SECOND 9 SECOND -, FLOOR 15-0_._ _ 75-0 FLOOR _. _.- FLOOR - - - - -•- - - - - a 11 I I � Drawn - - - - - ----- - - e e per,,�,FN e 5 ® ® ® 19 0Full® b N Checked Cxl J J � 7 10 -,m - - - - - - - - - - - - - - ......- - - - - ......- - - - - - - - - - - - - - - - - - - - - - - FLOOR 63'-0" _ -• 63'-0_" FLOOR _. ..GRADE --- CsRADE tv -._._ _ _ _ _ _ _II _ _ _ - _ - _ _ _ _ _ _ _ - _ _ _ _._._ _ _ _ - - - - - _ - _ _ _ _ _ _ _ _ _ ...... _._ Ca £ l/8'+-1'�' fl i I I 10/45.01 I - ---- 9 I 10/a501 i i 10/a5.01 I I -___-__.I 10/A5.01 I I I B 1 I I I I II ' 5 — -- — — — —t 1--- -- tY L LL _______ _____ Project I —— —— ————————————————————————— —— _— L————___--————— --------- ---� --------' ------- ------------ ---------------------- -------D 58'-0" 58'-0" REFER TO ELEVATIONS 121 t i22 • -- -------�-------- --- REFER TO ELEVATIONS 121 E 122 Whitehall 4 4 4 4 120 121 --- 1.22 Estate Hysn t% MA 1 i� 1 12 2 3 19 3 19 4 -- --? PLAT£ 83'-0" TOP PLAT 83'-0" G CI CI � 9 iA C1 Gl G rE 9 SECOND ...... FLOOR FLOOR 'f5'-0" FLOOR ......_._._. FLOOR - 5 W 1 10 5 J W 107 FIRST _ _ FLOOR V-0" 10 FIRST ._._. .-•-•-•- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GRADE � -•-•-•-•- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -•-•-•-•-•-•-•-•-• FLOOR 63'-0" GRADE 10/A5 01 I Q I I 10/A5.01 I I I I I ------------- - -— —————————————— —————— — ———————— ——————— Sheet Title 4 15 5 15 5 15 4 5, 15 4 Elevations 130 eo KEY TO MATERIALS: 1 RIDGE VENT. REFER TO ROOF PLAN FOR LOCATIONS, REFER TO 12. NOT USED �10� Izm SPECIFICATIONS FOR DESCRIPTION, 13. NOT USED 2. ROOFING SHINGLES. COLOR/WEIGHT/STYLE AS SELECTED 14. RAKE TRIM. IX4 OVER 1X10. PRE-PRIMED AND FIN15H PAINT. BY ARCHITECT. REFER TO SPECIFICATIONS. 15, CORNER BOARD. IX6, PRE-PRIMED AND FINISH PAINT. nm 3. ROOFING SHINGLE ACCENT BAND. COLOR/WEIGHT/STYLE 16. BRACKETS- p3 C114 at AND NUMBER OF COURSES AS SELECTED BY ARCHITECT. 11. VERTICAL PRE-PRIMED 1X6 T4G SIDING, CORNER BOARDS REFER TO SPECIFICATIONS. TO BE PRE-PRIMED 1X12. FINISH PAINT. 4. PREFINISHED ALUMINUM GUTTER AND LEADER. OGEE SHAPED 18. VERTICAL PRE-PRIMED 1X6 TkG SIDING. FINISH PAINT. GUTTER. COLOR AS SELECTED BY ARCHITECT. SLOPE 1/16" 19. 5/4 X 514 PRE-PRIMED INTERIOR CORNER TRIM, TYPICAL AT ALL LOCATIONS. PER I LINEAR FOOT TYPICAL. LEADER TO BE CONNECTED TO Job Number SITE DRAINAGE SYSTEM. REFER TO SITE DRAWINGS. SIZE TO BE g� 5 1/4" x -1" x .032", EXPANSION JOINTS AS RECOMENOED BY MANUFACTURER -r 5. CORNER BOARD. 5/4X8, PRE-PRIMED AND FINISH PAINT. Date. 6. IX10 PRE-PRIMED FASCIA BOARD. FINISH PAINT. 'I. iX8 PRE-PRIMED FRIEZE BOARD. FINISH PAINT. NOY 141W 8. WHITE CEDAR SHINGLES. STAIN. 9, IX6 RED CEDAR CLAPBOARDS. 4" EXPOSURE, PRE-PRIMED Sheet Number AND FINISH PAINT. 10. IX8 RED CEDAR CLAPBOARDS. 6" EXPOSURE, PRE-PRIMED AND FINISH PAINT. A4,03il. 1 x 8 FRIEZE BOARD HELD OUT ON LEDGER KEY TO MATERIALS: Th .. 2 2 2 Architectura- r7l 2 2 i TOP p� TOP TOP p� TPOP PLATE 83'-@" 83_0° PLAT 83'-@" PLATE LAT 83'-@" At to��i e��jj 11� iA i0 ap cp 1l11i 4 SECON SECOND 8 4 SECOND SECOND _._.—._._._._:_. Hill ._._ FLOORD �5'-@�� '15'-0" FLOOR _._._ ._._._._._._._._._ "i5'-0"` FLOOR- ---------- ----------------- ..... ................ FLOOR �5'-@" CheRsea 9 MA 021150 19 .5) _ ` elep done;6 R 7® 89-4402 _._._....... a _._. _._. _._._._._:_ a A—" .-.-.-.- ....... Fax; 6 R 7-8 4-4329 0.. 10 0 Q 10 B 8 61 5 FIRST FiRST 5 FIRSt FSTFLOG - 63-0 F OOR ro3-@ FLOOR FLOOR 63'-0 bi cy� --- N A G ----------- _ v' L F 58-0" [I I J L E7I t t- O�F • 31 21 12 11 =-- Revisions 1 1 i 2 2 3 3 4 4 4 4 TOP OF TOP OF TOP OF 11 TOP pI TOP OF TOP OF 83-@ PLATE PLATE 83'-0 83-0 LATE PLATE 83'-@ PLATE 83-@ PLATE 83'-0 30/46.02 0 SECOND •2 3 SECOND SECOND 8 i i SECOND SECOND i i SCOND 15'-@" FLOOR FLOOR 15'-O" 15'-0" FLOOR i FLOOR 15'-0" FLOOR �5'-0" F OOR 15'-0" — — — l � 1 Drawn _ - - - - - - - - ...... / -•-• _ ._._.-•-• -•-•- a _._.-....... _. 8 ...... _._._. 15 s DOL�10i11B�FN Checked 10 10 10 FIRST 5 5 Fi%T FIRST 5 FIRST FiRST 10 FIRST Scale 63'-0" F OOR _. _._ _._ _._.-._. _._ _ FLOOR _ ro3_@ FLOOR _. _ FLOOR " _._.—._•_._._, _._ FLOOR _,_._._.—. _•_ FLOOR 1, ADS -- ----i -- — — — _-- GRADE N CaRADE --__-- --- GRADE N — — — CsRADE r+ --- GRADE N - I Project L1_ - ________ __ _____ - 58'-@" C1L__� ��� �58'-0" CI--------�� LC---�=-----�1� �DV-0" Whitehall 51 52 — 62 61 — 71 74 Est ake i Iyamt% MA 2 1 1 2 r 3 3 TOP.OF TOP TpP p� TOP p� 83'-0, PLATE PLATE 83'-@" 83'-@" PLATE PLATE 83'-0" 4Al io SECOND 51=COND SECOND I gECOND FLOOR —•—• ._.—.—. .—. _._._._._._._. FLOOR i5'-@" — — — — 12 . 4 14 C 5 .............. _._._....... _ 0 61 15 15 @ 0 S 0 FIRST 10 10 FIRST FIRST 10 10 s FIRST 6 FLOOR _. _ — _ _ --------------- ------......_._ — — FLOOR 63-@ FLOOR "--- -- _ FLOOR - w Sheet Title Elevations' • 132 ---- 131 ---- 1 1 1 —= 112 131� 132 KEY TO MATERIALS: I RIDGE VENT. REFER TO ROOF PLAN FOR LOCATIONS, REFER TO 12. NOT USED SPECIFICATIONS FOR DESCRIPTION. 13.NOT USED 1 ROOFING SHINGLES. COLOR/IUEIGHT/STYLE AS SELECTED 14. RAKE TRIM. 1X4 OVER iX10. PRE-PRIMED AND FINISH PAINT, ill 112� BY ARCHITECT. REFER TO SPECIFICATIONS. 15. CORNER BOARD, IXro, PRE-PRIMED AND FINISH PAINT. 3. ROOFING SHINGLE ACCENT BAND. COLORNJEIGHT/STYLE iro. BRACKETS. 74 AND NUMBER OF COUR5I=S AS SELECTED BY ARCHITECT. 11. VERTICAL PRE-PRIMED 1XGo T4G SIDING, CORNER BOARDS MIRROR REFER TO SPECIFICATIONS. TO BE PRE-PRIMED iX12. FINISH PAINT. 4. PREFiNISHED ALUMINUM GUTTER AND LEADER. OGEE SHAPED 18, VERTICAL PRE-PRIMED iX& T8G SIDING. FINISH PAiNT. 14 GUTTER COLOR AS SELECTED BY ARCHITECT- SLOPE Oro" 19. 5/4 X 5/4 PRE-PRIMED INTERIOR COMER TRIM, TYPICAL AT ALL LOCATIONS. Job Number PER i LINEAR FOOT TYPICAL. LEADER TO BE CONNECTED TO SITE DRAINAGE SYSTEM. REEFER TO SITE DRAWING5. SIZE TO BE SIM 5 1/4" x 1" x .032", EXPANSION JOINTS AS RECOMENDED BY MANUFACTURER tt 5. CORNER BOARD, 5/4X5, PRE-PRIMED AND FINISH PAINT. 21 Date 6. 1X10 PRE-PRIMED FASCIA BOARD. FINISH PAINT, 1l4 l r 1. 1X5 PRE-PRIMED FRIEZE BOARD. FINISH PAINT. NOVEMM B. WHITE CEDAR SHINGLES. STAIN. —° 9. IXro RED CEDAR CLAPBOARDS. 4" EXPOSURE, PRE-PRIMED 51 12 11 Sheet Number AND FiN15H PAINT. 10. IXS RED CEDAR CLAPBOARDS. ro" EXPOSURE, PRE-PRIMED 62 5;2 AND FRIEZE PAINT_ 61 ii. I x S FRIEZE BOARD HELD OUT ON LEDGER n+ KEY TO MATERIALS: 34 Th�74 . , 5 I/2 �� 9 -6-1/2 12 -1-1/8 5 -3 22'-0". _ � �� 2'-0" OVERHANG 2'-0" OVERHANG-,)' VERHANG 1/2 5-1/2�� 2 -0 OVERHANG Archit�ctura. C� 10� Eam 31/A5 05 32/A5.05 --- �) ----- , i 50 Commandants Way ( ' " PLATE Chee sea, MA 02150 e - TeIle one; -889-4402 1 BEDROOM LIVING ROOM BATHROOM LA NDRY CORRI OR LOUNGE j F 9 C� `�-884-4329 I I , M-O" i i LIVING ROOM BATHROOM LA NDRY CORRIDOR LOUNGE 1 BEDROOM y FIRST FL ORI I a GRADE 4� 21'-10" 5'-3" -10" - -- Revisions 5-1/2" 4'- " EJo BUILDING SECTION 5-I/2" 6" RAKE 5-1/2" 22 -0 6 -6 25 -0 EXOTEND514N " OVERHANG 0" OVERHANG 2'-0" OVERHANG 11�-2-- �o/A5.02 12 2/A5.01 5/A5.02 y N I \ I I 83'-0" TOP OF PLATE 4- I 83'-0" TO OF PLATE I I I I cq TYP. STU 10 CORRIDOR 2 5EDR001�.cA I I I I OOM TYP. STUDImTYP. 1 5ED ORRIDO I I 15'-0" @SECOND FLOORFLOORsEcoNr � Drawn Checked GMK 1 I I BUSINESS OFFIC CORRIDO Z COUNTRY KIT CIHE j I TYP, 1 5PDRIOOM CORRIDOR TYP. STUD I I I Scale FI ST FLOOR I i I I ' FIRST FLOOR GRADEj j Project GRADE i L I Whftehall 23'-4" ro'-6" 24'-10" . - � ��� , 21'-10" 5'-3" 21'-10" � -- ---' _ Estate-1/2' 5-1/2" 5-1/2" -1/2" 5-1/2' 5-1/2" E7 Ila' BUILDING SECTION BUfLDiNG SEGTfON Hya1nn s, MA A5.03 � --------------------------------------------------------------------rt -----.f- i j 3-1/2"54'_0 22'-01, S'-3" 2(0'-0" 5-1/2 5-1/2 4'-0" OVERHANG 22 0 ro -6 1� -10 0" OVERHANG 2'-0" OVERHANG 2 0" OVERHANG SPACE ONSLI�RY , I I I 4/A5.01 12 8 '-0" TO OF PLATE 83 - 11TOP OF PLATE I I CONFERENCE/ CORRIDORi - �p ' I PRIVATE DINING i csJ TYP. 1 BEDROOM CORRIDOR TYP. 2 BEDROOM I I -W-O" I SECOND FLOOR i 5 _0u I 4 I i I I ENTRY j VESTIBULE ENTRY A OR MAIN L055Y DEN 0 TYP. 1 BED OOM CORRIDOR TYP. 2 5E OOM 0 F1 T F I I „- I Sheet Title GRADE ____iW0X0WWW I _ FIRST F:LQOIR,, GRADE I Building - '_ ��� I L3 i Sections ---------------------- ------ -------------- ---- ------------------- 18'-6-1/2" 5-1/2' „ -1/2" 54'-9" 1 I ' 3� BUILDING S�cTfON 1� BUILDING SECTION Job Number i 9704 Date I@t®�NBER 14, 1997 Sheet Number I _ A4.05 1— 8" WOOD CLAPBOARDS, METAL FLASHING iN FULL BED DOUBLE 2 x & PT SILL PLATE. 8" WOOD CLAPBOARDS, ro" EXPOSED. PRIME PAINT. OF SEALANT. WITH ANCHOR BOLTS. REFER t0 ro" EXPOSED. PRIME e PAINT.. STRUCTURAL DRAWINGS: METAL FLASHING iN FULL BED DOUBLE 2 x �o PT SILL PLATE METAL FLASHING 1N FULL BED OF fl n. ' WiTH ANCHOR BOLTS. REFER TO . OF SEALANT. PAINT,.COLOR STRUCTURAL DRAWINGS. SEALANT. PAINT, COLOR TO MATC�- Th�7� 2X PT SiLL SET INTO CONCRETE. SILL SEAL. TYPICAL. TO MATCH WOOD TRIM. WOOD TRIM: HOR. BASE BANDING, SILL SEAL, TYPICAL, NOR.BASE BANDING, 1X WITH IX WASH AT iX8 WITH iX WASH AT 8 DEGREE ANGLE, 8 DEGREE ANGLE, CONTINUOUS COMPRESSIBLE - - AmhAuctur ALUM. THRESHOLD REFER TO FILLER _ PRE-PRIMED PRE-PRIMED � DOOR SCHEDULE, FIRST FLOOR M� AND FINISH PAINT, CONTINUOUS COMPRESSIBLE _ AND FINISH PAINT. SLAB ON GRADE - m FIRST FLOOR FILLER FIRST FLOOR 6 HP ACCESS NN SLAB ON GRADE r SLAB ON GRADE • •. 4 L14 a • Q Q _ a a a a _ 11 a /nam � ° II � � II a o a I ^�� o a 50 Commandant's Way. C )). -� >_ At Admirars Hill EXTERIOR SLAB ON GRADE 1 a © EXTERIOR SLAB ON GRADE 8 2/z 51ix 21/2 51/2 Chelsea, MA �.2 50 a Telephone; 61` ' 889-4402 REINFORCED CONCRETE SLAB Q REINFORCED CONCRETE SLAB REINFORCED CONCRETE SLAB a ON GRADE OVER 6 MILS POLY d Fa.x9 � ��® ��®���� ON GRADE OVER ro MILS POLY ON GRADE OVER &.MILS POLY VAPOR BARRIER OVER V1 . VAPOR BARRIER OVER w" VAPOR BARRIER OVER (o" GRADED, COMPACTED GRAVEL. GRADED, COMPACTED GRAVEL. © GRADED, COMPACTED GRAVEL. 2" RIGID INSULATION, ENTIRE 2" RIGID INSULATION, ENTIRE 2" RIGID INSULATION, ENTIRE PERIMETER AND HEIGHT Or- PERIMETER AND HEIGHT OF PERIMETER AND HEIGHT OF `� a FOUNDATION WALL. FOUNDATION WALL. FOUNDATION WALL. 4 6" REINFORCED CONCRETE � r �L F 8" REINFORCED CONCRETE 8" REINFORCED CONCRETE `� FOUNDATION WALL. BOTTOM - FOUNDATiON WALL. BOTTOM FOUNDATION WALL. BOTTOM OF FOOTING 4'-P�" MINIMUM0. OF FOOTING: 4'-(I�" MINIMUM OF FOOTING 4'-0" MINIMUM Ll BELOW GRADE. REFER TO �A BELOW GRADE. REFER TO © BELOW GRADE. REFER TO STRUCTURAL DRAWINGS. STRUCTURAL DRAWINGS. a STRUCTURAL DRAWINGS. Qd 4 a © 4. Revisions Q I a A a © a . SILL/FOUN�ATf ON DETAIL 5ILL/F—OUNDATiON DETAIL � f / OI N ION i 1 1/2n _ 11_�11 2 � 1 1/211 _ 11_0I1 10 1 1/211 � 11 _/71ii ASHPHALT SHINGLES. COLORNJEIGHT/STYLE AS SELECTED ASHPHALT SHINGLES. 15Y ARCHITECT. BY ARCIJEIGHT/STYLE AS SELECTED BY ARCI-IItECt. 150 ROOFING PAPER. 150 ROOFING PAPER 5/8"PLYWOOD ROOF SHEATHING. 5/8"PLYWOOD ROUF SHEATHING. ICE AND WATER SHIELD. ICE AND WATER SHIELD. V-0"WIDTH ALONG ENTIRE PERIMETER V-O"WIDTH ALONG ENTIRE PERIMETER, 1 REFER TO ROOF PLAN FOR ADDITIONAL REFER TO ROOF PLAN FOR ADDITIONAL IJ ROOF TRUSS. AREAS, ROOF TRUSS. AREAS. REFER TO STRUCTURAL 12 REFER TO STRUCTURAL iDRAWINGS. 21/A51d5 SIMILAR DRAWINGS. 12 21/A505 ASHPHAL7 SHINGLES. -- ASHP14ALT SHINGLES. COLOR/UIEIGHT/STYLE AS SELECTED COLORNIEIGHT/STYLE AS SELECTED 10 10 BY ARCHITECT. BY ARCHITECT. -- CONTINUOUS METAL DRIP EDGE. / -- - - CONTINUOUS METAL DRiP EDGE. 150 ROOFING PAPER. 150 ROOFING PAPER. / CONTINUOUS PREPINISHED METAL CONTINUOUS PREFINISHED METAL n " ( GUTTER AND LEADER SYSTEM. ( GUTTER AND LEADER SYSTEM. 5/8 PLYWOOD ROOF SHEATHING. ( LEADER TO BE CONNECTED TO I � LEADER TO BE CONNECTED iO 5/8 PLYWOOD ROOF SHEATHING. EAR ( SITE DRAINAGE SYSTEM, BOTTOM SITE DRAINAGE SYSTEM. ICE AND WATER SHIELD. ICE AND WATER SHIELD. OF EAVE I REFS TO ALONG ENTIRE PERIMETER, 3'-O"WIDTH ALONG ENTIRE PERIMETER, Drown ELEV.85.83' I ELEV.8583' 1 REFER TO ROOF PLAN FOR ADDITIONAL REFER 70 ROOF PLAN FOR ADDITIONAL ( IXIO WOOD FASCIA. PRIME AND PAINT. I IXIO WOOD FASCIA. PRIME AND PAINT. ROOF R TO STRUCTURAL ---- - _ AREAS. ROOF TRUSS. ` AREAS. DYri1�YI�'N ( -�- CONTINUOUS SOFFIT VENT WITH INSECT i CONTINUOUS SOFFIT VENT WiTW INSECT DOINGS. \� 20/A5A5 REFER t0 STRUCTURAL \\ 20/A5 05 Checked DRAWINGS. 0 9 ( ( SREEN. ( 12 \ ( 12 t$Y!� 1/2"ACX PLYWOOD SOFFIT BOARD. ' I 1/2"ACX PLYWOOD SOFFIT BOARD. 11 , CONTINUOUS METAL DRIP EDGE. I I CONTINUOUS METAL DRIP EDGE. IX BLOCKING AND LEDGER BOARD, N I i iX BLOCKING AND LEDGER BOARD. I I CONTINUOUS PREFINISHED METAL ( IGONTINUOUS PREFNISHED METAL Scale MOM() GUTTER AND LEADER SYSTEM. I GUTTER AND LEADER SYSTEM. N BOTTOM I BOTTOM - - - I 2QQQQI . LEADER IO BE CONNECTED TO DOMMMU I LEADER t0 BE CONNECTED t0 OF 1RIJSS oW OF TRUSS SITE DRAINAGE SYSTEM. SITE DRAINAGE SYSTEM. ELEV,83,00' _-- ! -- - 1 TOP OF PLATE I TOP OF PLATE i ( ELEV.83.00' ` � ELEV.83�0' Project ELEV. _ i IXIO WOOD FASCIA. PRIME AND PAINT. 1 /!IXIO WOOD FASCIA. PRIME AND PAINT. CONTINUOUS SOFFIT VENT WITH INSECT \ CONTINUOUS SOFFIT VENT WITH INSECT -1/2"METAL RESILIENT CHANNELS11 I 11 \/ / SREEN t \ / SREEN Whitehatil AT 16"OC. A7 16 CT7�C RESILIENT CHANNELS -�--- i/2 METAL RESILIENT CHANNELS t -I/2"METAL RESILIENT CHANNELS j -1 LAYER 5/8"FIRE RATED GWB 12/A303 - U ij -1 LAYER 5/8"FIRE RATED GWB AT 16 OG. t ! IR ACX PLYWOOD SOFFIT BOARD. AT 16"OC. i/2 ACX PLYWOOD SOFFIT BOARD. MA1aKIN'NGCs.UL CLASSIFICATION BEARING UL CLASSIFICATION -1 LAYER 5/8"FIRE RATED GWB �\ / 12/A5,03 -1 LAYER 5/8"FIRE RATED GWB p MARKING, i EAARR�UL CLASSIFICATION - i IX BLOOKRJG AND LEDGER BOARD. MARKING. UL CLASSIFICATION iX BLOCKING AND LEDGER BOARD. A.81 Estante r0 O 0 WINDOW. REFER 70 ELEVATIONS 0 AND WINDOW SCHEDULE. COLOR r r AS SELECTED BY ARCHITECT. 1- PROVIDE INSECT SCREEN AT Q ALL OPERABLE WINDOWS. W I HOUR FIRE RATED 1 HOUR FIRE RATED i HOUR FIRE RATED i HOUR FIRE RATED 3/4"G)CEILING ASSEMBLY,UL'L528: FLOO*YP&"INGFLOOR ASSEMBLY,UL M 528: FLO'GYPSUM FLOOR ASSEMBLY,UL+,' FLOOR/CEuNG,A8.3EM$LY,UL 4.S28: �LA�A���r MA -3/4"GYPSUM FLOOR WDERLAYNENT, 3/4"4YPSUM FLOOR uNDERLAYh�NT,' J[7l Q,L11aL7� -20 GYPSUM FLOOR UNDERL AYI�Plt, -20 GYPSUM fl,00R UNIDERLA7MENT, �j 2000 PSI. 3/4"LYWOOD SUBFL MNIMUM 2000 /�PLYWOOD SUBFLOOR MINIMUM � 3//4'PLYWOOD SUBFLOORI MINIMUM O -3/4"PLYWOOD SUBFL MINIMUM pp� -STRUCTURAL PARALLEL CHORD WOOD -STRUCTURAL PARALLEL CHORD WOOD -8 L PARALLEL WORD WOOD GRADE C-D EXPOSURE I w tLl LL GRADE C-D EXPOSURE I 1� " �� J GRADE "C-D"EXPOSURE i GRADE "C-D"EXPOSURE � " " -STRUCTURAL PARALLEL OC 2 WOOD - WEB TRUSSES At 24°OG. 20"DEEP, WEB TRUSSES AT 24"OC.,20"DEEP, WEB TRUSSES AT 24"OC.20"DEEP, WEB TRUSSES AT 24"OC. 20"DEEP, 10/A3.03 REFER t0 STRUCTURAL 13RAWiNCsS REFER TO STRUCTURAL DRAWINGS 10/A303 R.nEFER TO STRUCTURAL DRAWINGS REFER TO STRUCTURAL IA N ELS i r -1/f"METAL RESILIENT CHANNELS I/2"METAL RESILIENT GHAMELS -1/2" 1/2 METAL RESILIENT CHANNELS -1/2 METAL RESILIENT CHANNELS -AT 16"OC. / \f v, AT ib OG. AT 16' OC. / \ AT 16"OC, -i LAYER 5/8"FIRE RACED C j 1 -i LAYER 5/8' FIRE RATED GWB '� -1 LAYER 5/8' FIRE RATED GWIS / -1 LAYER 5/6"FIRE RATED CAM BEARING UL CLA461PICATION t I BEARING UL CLASSIFICATION BEARING UL CLASSIFICATION 1 1 BEARING UL CLASSIFICATION j MARKING. / MARKING. MARKING. ; MARKING. t= REFER TO CEILING PLAN FOR O REFER to CEILING PLAN FOR REFER TO CEILING PLAN FOR \ g REi�R TO CEILING PLAN FOR HEIGHT OF LOWER MEMBRANE \\ �' H HEIGHT OF LOWER MEMBRANE HEIGHT OF LOWER MEMBRANE _ % f HEIGHT OF LOWER MEMBRANE OF FLOOR/CEILING ASSEMBLY OF FLOOR/CEILNG ASSEMBLY OF FLOOR/CEiLING ASSEMBLY OF FLOOR/CEII-Mv ASSEMBLY 0 c0 ip SE�GFYP FLOOR UNDERLAYMENT SECOND FLOOR ELEV. 15m2+' UNIDERLAYMENt TOP OF GYPSUM SECOND FLOOR ELEV.7500' UNDERLAYMENT TOP OF GYPSUM ELEV.'1900' UMDERLAYMENt ,�_.� ELEV.'15.00' Q I I t I 12/A3.03 I HOUR FIRE RATED ` 1 HOUR FIRE RATED EXTERIOR RATED C BEARING 5/8"FIRE RATED GWB $FARING " EXTERIOR WALL ASSEMBLY: UL CLASSIFICATION!MARKING UL CLASSIFICATION MARKING p i -6 MILS POLY VAPOR BARRIER -6 MILS POLY VAPOR BARRIER ►= -6"WOOD STUDS At 16"OC pOC -6"FIBERGLASS BATi INSULATION, -611 WOOD STUDS AT T I SU �6 FIBERGLASS BA7t INSULATION, ►- MA1A�tR41'ks R CLASSIFICATION BEARING UL CLASSIFICATION 0 1 to t � MARKINCs,R-19 MINIMUM. �\ 20/AS02 Q -1S EAtHNGTED PLYWOOD -1/2"APA FtA?ED PLYWOOD -AIR INFILTRATION BARRIER :AIRSHEATHING 15ARRIF-R 1 HOUR FIRE RATED 1 HOUR FIRE RATED t R SIDING°a ON CDR T'O EVING VAATION$FOR EXTERIOR WALL ASSEMBLY: EXTERIOR WALL ASSEMBLY: MATERIAL. PRE-PRIME MATERIAL. PRE-PRIMED -5/8"FIRE RATED GWB SEARING -5/8"FIRE RATED GWB BEARING AND FINISH PANT AND FINISH PAINT, UL CLASSIFICATION MARKING UL CLASSIFICATION MARKING -6 MILS POLY VAPOR BARRIER -6 MiLS POLY VAPOR BARRIER -6"WOOD STUDS AT 16"OC -6"WOOD STUDS AT 16"Or- 9 £t -6"PIDERG�LASB BATT INSULATION, -6"FIBERGLASS BAtt INSULATION, . WINDOW. REFER t0 ELEVATIONS B - 10/A5D2 AND WINDOW SCHEDULE. COLOR N BEARMG UL CLASSIFICATION BEARING UL CLASSIFICATION AS SELECTED BY ARCHITECT. i MARKING R-19 MINIMUM. MARKING,R-19 MINIMUM. PROVIDE INSECT SCREEN AT / \�- i/2"APA t?A7ED PLYWOOD " 10/A31d3 -i!1 APA RATED PLYWOOD SHEA7HINCs i f ALL OPERABLE WINDOWS. -AIR INFILTRATION BARRIER �\ -A SHEATHING BARRIER -WOOD SIDING OR SHINGLES, t -WOOD SIDING OR SHINGLES, REFER TO ELEVATIONS FOR I 1 - 10lA3.03 \� / Sheet Title MATERIAL FIs -PRIMED t i REFER TO ELEVATIONS FOR AND FINISH PAINT. \\ i MATERIAL. F'RE-PRIMED , 10/ASOI AND FINISH PAINT. 10/A5,01 t' Y t 1 ---- -__-� _ -----�— --\ -�--` ---/ Exterior Details: _ ~' '�- Wall Sections r t LINE E,FINISH / \ LINE OF FINISH i ' \� LINE OF FINISH i i LINE OF FINISH 1 1 GRADE,REFER t0 I 1 GRADE,REFER TO I I GRADE REFER t0 I 1 GRADE REFER TO FIRST FLOOR I 1 SITE DRAWINGS. FIRST I I SITE DRAWINGS. i 817E DI�L4WING8. FIRST FLOOR SITE DI2AUlINCH9. r1l"Ir FLOOR TOP OF SLAB I I TOP OFLOOR SLAB 1 I TOP OF BLAts ELEV.63,00' ° °• a s a.• e I °4 a I ELEV 63�0' a i °4 °• I I I TOPOr-SLAB 1 I Enlarged Details ELEV.6300' 4 I a I a 1 _ ' _ . d � i - ' ° - I ELEV.63.00' I d. I � d.• � ( I 4"REINFORCED CONCRETE. ' .o I - 4"REINFORCED CONCRETE • + I 4"REU�oIeCED CONCRETE i +`. n I ' . SLAB ON GRADE OVER 6 MILS a SLAB ON GRADE OVER 6 MILS I < . , I 1 4 REINFOI�ED CONCiZE7E a° POLY VAPOR BARRIER OVER POLY VAPOR BARRIER OVER I SLAB ON GRADE OVER 6 MILS I I SLA$ON GRADE OVER 6 MILS 6"COMPACTED,GRADED I ' " I 1 POLY VAPOR$ARRIER OVER a. . POLY VAPOR BARRIER OVER • 6 COMPACTED,GRADED 6"COMPACTED,GRADED I 1 GRAVEL. ° � OhtLPACTED,GRADED I e. GRAVEL. GRAVEL. j a 2"RIGID INSULATION,---r- i 2"RIGID INSULATIOhI I I 2"RIGID INSULATION, 2"RIGID INSULATION, I I ENITIRE PERIMETER AND HEIGHT I I ENITIRE PERIMETER AND HEiGHt 1 a' I ENITIRE PERIMETER AND HEIGHT I I OF FOUNDATION WALL. I I OF FOUNDATION WALL. i I ENITIRE PERIMETER AND HEIGHT; aa• ..a p I i 4 I OF FOUNDATION WALL. I c a' I OF FOUNDATION WALL. I I 8"REINFORCED CONIGRETE I 8"REINFORCED CONCRETE ' I n I FOUNDATION WALL,BOTTOM i I I I FOUNDATION WALL,BOttOM 1 I F I OF FOOTING MINIMUM 4'-0 1 , CFF IT71t K��MUINIMlA�4 8 REINFORCED GONC17E I a I 8' REiNFOF�.ED CONCRETE OF FOOTING MALL,1 4'-0 FOUNDATION WALL BOTTOM a' BELOW GRADE. REFER TO I I BELOW GRADE. REFER TO °• 1 I I i I BELOW GRADE. REFER TO OF FOOTING MINIMIjM 4'-0" °.. STRUCTURAL DRAWINGS. I I STRUCTURAL DRAWINGS, , a� I I BELOW GRADE. REFER TO I I I STRUCTURAL DRAWINGS. I I STRUCTURAL DRAWINGS, i I I 1 I Job Number �y� /yam BOTTVI I d. °a I BOTTOM I d I 4 a d °• I d °. OF FOOTING 1 <" OF FOOTING I a• a a ° 1 DOTTOM OF I ° t BOTTOM OF I a e FOOT I RdG a ELEV.58.00' �\ i ELEV,58PU0' t\ / ELEV,Dam, \ / E�V'58,00 i i Dots , -------------- T��'iC/AL WALL 5ECT iON T""r 'iCAL WALL 5ECTiON TN"'rFICAL 7* �FiCAS Sheet Number i—IiGrH OOF iG;H OOF �' �, llJAL>� SECTION 11_011UJ�,1 1/211 = i'-011 - 1/2" — 1'—/J1�1 A5,01 3 %2 ii 1/2" 2 1/2 a �2 n --- WOOD CAP. PRE-PREMED S, AIR INFILTRATION BARRIER, AIR INFILTRATION BARRIER a 4 e: AND FINISH PAINT. - OVERLAP METAL FLASHING. 01��ERLAP METAL FLASHING. DIMENSIONS AS SHOWN _ a DOOR, REFER TO D SCHEDULE,EDULE. IX6 RED CEDAR CLAPBOARDS, IX6 RED CEDAR CLAPBOARDS, PROVIDE.iX4X38 HIGH TRIM At ALL AREAS 4"EXPOSURE,PRE-PRIMED 4"EXPOSURE,PRE-PRIMED WHERE BALCONY RAILS _ p AND FINISH PAINT, AND FINISH PAINT. ARE LOCATED AT AREAS Q o THAT A t0 RECEIVE M SHINGLES, tiI �tn ct ur�`-%..!� iX4 PRE-PRIMED,FINISH PAINT WOOD TRIM. N METAL FLASHING,SET IN FULL METAL FLASHING,SET N FULL 9 BED OF SEALANT,VERTICALLY MED OF SEALANT,VERTICALLY AND HORIZONTALLY. PANT.COLOR AND HORIZONTALLY. PAINT.COLOR — 3/4"GY}°8UN1 FLOOR t0 MATCH WOOD TRIM. t0 MATCH WOOD TRIM. UNOERLAYMENT. am AIR INFILTRATION BARRIEP, CONTINUOUS SEALANT.. CONTINUUS O SEALANT. n� , OVERLAP METAL FLA$WNG. X2 2 PRE-PRIMED,FNI PAINT VERTICAL SLATS. METAL'FLASHtNCs NFULL BED OF SEALANT, 3"SPACE BETWEEN SLATS. � it 50 Commandants ay VERTICALLY AND HORIZONTALLY. IX6 PT WOOD BLOCK P IX6 RE-PRIMED,FINISH � BANDING: TYPICAL AT ALL D FAINT WOOD TRIM. HORIZONTAL BANDING: HORIZONTAL. -MITERED IX WASH A S DECaI'2EE MITEI'2ED..1X WASH A s D GREE � �11ra s Il METAL FLASHING IN - ANGLE. PRE-PRIMED TWICE AND FINISH PAINT. ANGLE. PRE-PRMED TWICE AND FINISH PAINT. HEAVY BED RUBBER GASKETS FULL BED OF SEALAN . AN WITH RABBET. PR£-PRIMED AND -2X4 WITH RABBET. PR£-PRtMEA AND ���� �� �(� �� �� SET N BED OF SEALANT. FIN 40/A$02 SLOPE 1/4"PER i'-0" T. "� -MITER INTERIOR AND EXTERIOR COR1JERS. MMSH PAINT. ITDER INTERIOR AND EXTERIOR CORNERS. ° `� �j �j - AWAY FROM BUILDING. `n Telephone; 6 1 0 -889-7 402 Fax- 6R7-884-4329 3/4" 5/4"X6 REDWOOD DECKING: _ 5/4"IX6 PT REDWOOD - DECKING. 2XS PT WOOD FRAMING. REFER TO 2X8 Pt WOOD FRAMING' IXS RED CEDAR CLAPBOARDS, IX6 RED CEDAR CLAPBOARDS, REFER t0 STRUCTURAL WOOD TRIM: EXPOSURE,PRE-PRIMED 6" 6"EXPOSURE,PRE-PRIMED STRUCTURAL DRAWINGS. DRAWINGS. -iX4 PRE-PRIMED,FINISH PAINT. AND FINISH PAINT. AND FINISH PAINT. r -IXiO PRE-PRIMED,FINISH PANT. WOOD TO RECEIVEF CL�NANPBOARDSNG �t PRIME AND PAINT. 0. SECURE WITH LAG.AND iX WOOD TRIM,WITH RABBET, BOLTS OFFSET PR£-I°RMED AT V-0"O.G. Cat Fyrr ` AND FINISH PANT PROVIDE SPRINKLER PROVIDE SPRINKLER COVERAGE PER NFPA 13 COVERAGE PER NFPA 13 (DRY SPRINKLER SYSTEM) (DRY SPRINKLER SYSTEM) AT ALL BALCONIES. AT ALL BALCONIES. GALV.JOIST HANGERS 1X WOOD CORNER TRIM. AT EACH JOIST. PRE-PRIMED,FINISH PAINT. Revisions EXTEFR10FR DECK XT f Of;R DECK �4O' fR, 5ANED IN 3 2 �40 . 5ANc) iN 'T� 311C11 _/,?111 -.+� �IIC11 _/�II �� 311 _ 11 _/J�il 1� 311C11_/Til I 11GG// SSGG// I SS,GG// SSGG// ' t FULLY ADHERED EPOM MEMBRANE. ASHPHALT SHINGLES. ASHPHALT SHINGLES. ASHPHALT SHINGLES. COLORAIEIGHT/STYLE AS SELECTED COLORNIEIGHT/STYLE AS SELECTED COLORAUEIGHT/STYLE AS SELECTED BY ARCHITECT. BY ARCHITECT. BY ARCHITECT. INSULATION OR ADDITIONAL PLYWOOD 15e ROOFING PAPER 15e ROOFING PAPER. 15e ROOFING PAPER LAYER TO GAIN I/491FT MIN.PITCH — S. 3/4" T REFER 0 S PLYWOOD DECK EXTERIOR GRADE ROOF To STRUCTURAL rV6"PLYWOOD ROOF SHEATHING. 5/8"PLYWOOD ROOF SHEATHING. 5/8"PLYWOOD ROOF SHEATHING. PROTECTION MAT FOR MEMBRANE DRAWINGS. ICE AND WATER SHIELD. iCE AND WATER SHIELD. ICE AND WATER SHIELD. DIRECTLY ON WOOD V-0"WIDTH ALONG ENTIRE PERIMETER V-0"WIDTH ALONG ENTIRE PERIMETER, V-0"WIDTH ALONG ENTIRE PERIMETER, REFER TO ROOF PLAN FOR ADDITIONAL REFER t0 ROOF PLAN FOR ADDITIONAL REFER TO ROOF PLAN FOR ADDITIONAL AREAS. AREAS. AREAS. \ 41/A5.04 /. 20/A5.04 ROOF TRUSS. 40/A5O5 METAL STUD / 12 \�- ROOF TRUSS. METAL STU / / REFERHOS STPdJCTURAL r - -----------�. INSULATION l REFER TO STRUCTURAL ISULAtION 1 \ CONTINUOUS METAL DRiP EDGE. BAFFLE. ( CONTINUOUS METAL DRIP EDGE. DRAWINGS. BAFFLE. CONTINUOUS METAL DRIP EDGE. / Drawn CO NTIN PREFN UOUS ISHED METAL I CONTN PREFI UOUS I°REFNISHED METAL I I CONTNUOUS ISHED METAL f 12 I I GUTTER AND LEADER SYSTEM. , GUTTER AND LEADER SYSTEM. GUTTER AND LEADER SYSTEM. �1 2XI0 TOP CHORD WOOD FRAMING DYER,DM FN TOP GY7� I SITE DRAINAGE SYSTEM.R TO BE TO I SITE DRAINAGE ER TO BE CONNECTED TO SITE DRAINAGE SYSTEM. UNDERLAYMENT ITOP�PLATE TOP of PLATE i LEADER TO BE CONNECTED TO TOP of PLACE ( FOR ROOF:OVERHANG. Checked ELEV.83.00' ELEV.S3AM' ELEV.05.00' , ELEV.83.00, am IXIO WOOD FASCIA PRIME AND PANT. IXiO WOOD FASCIA. PRIME AND PAINT. IXIO WOOD FASCIA. PRiME AND PAINT. rD ' I CONTINUOUS METAL DRIP EDGE, \ - CONTINUOUS SOFFIT VENT WITH INSECT \`- -_- / CONTINUOUS SOFFIT VENT WITH INSECT \` —-� -- CONTINUOUS SOFFIT VENT WITH INSECT I �`� CONTINUOUS "RERNISHED METAL Scale - ----------- - - ! It I GUTTER AND LEADER SYSTEM. 1/2"ACX PLYWOOD.SOFFIT 60ARD, i/2"METAL RESILIENT CHANNELS i/2"METAL RESILIENT C 4ANNELSI 1 -1/2"METAL RESILIENT CHTTWIr{LS t I LEADER TO BE CONNECTED TO At lib"OC, 1/2"ACX PLYWOOD SOFFIT BOARD. AT i6"00, 1 i 1/2"ACX PLYWOOD SOFFIT BOARD. AT I6"OC. / SITE DRAINAGE SYSTEM, -1 LAYER 5/S"FiRE RATED GWIS __ 1 LAYER 5/8"FIRE RATED we / -1 LAYER 5/8"FIRE RATED GWB\ 4, IX 13LOCKNG AND LEDGER BOARD. I- BEARING UL CLASSIFICATION BEARING UL CLASSIFICATION 121 Or IX BLOCKING AND LEDGER BOARD. BEARING UL CLASSIFICATION -- - -- Project IX BLOCKING AND LEDGER BOARD.---- _-- p ttl - '03 IXIO WOOD FASCIA PRIME AND PANT. r0 p p p SIMILAR F r CONTINUOUS SOFFIT VENT WITH INSECT 1/2"ACX PLYWOOD SOFFIT BOARD. Q IX BLOCKING AND LEDGER BOARD, 30/A5O2 � � i HOUR FIRE RATED I HOUR FIRE RATED 1 HOUR FiRE RATED WOOD BRACKETS. PRE-PRIMED FLOOR/CEILING ASSEMBLY,UL %.528-. �' - �`\ FLOOR/C£ILING ASSEMBLY,UL 01-528 FLOOR/CEILING ASSEMBLY,UL"28: AND FINISH PAINT. COLOR/PROFILE Est" e 3/44""GOYPS FLOOR LNDERI.AYMENT, I -314"OYFI$W FLOOR 1MDERL.AYMENT, -3/4"GYPSUM FLOOR U PERLAYM IT, AS SELECTED BY ARCHITECT. i HOUR FIRE RATED. -3/4"PLYWOOD SUBFLOOK MINIMUM I -3/4"PL 3/ PLYYWOOD SUBFLOOR .MINIMUM 9! FLOOR/CEILING ASSEMBLY,UL°L526: a GRADE "C-D"EXPOSURE I I LL GRADE"C-D"EXPOSURa^E a GRADE "C-D"EXPOSURE 3/4"GYPSUM FLOOR UJDERLAYMW, -STRUCTURAL PARALLEL CHORD WOOD II -STRUCTURAL PARALLEL CHORD WOD 10/A303 STFUC1URAL PARALLEL Cr'IOiiD WOOD 2000 PSL WEB TRUSSES AT 24"OC.,20"DEEP, I I W£B TRUSSES AT 24"OC 20"DEEP, " 10/A3O3 -3/4"PLYUIDOD SUBFLOOR,MINIMUM i REFER TO STRUCTURAL DRAWINGS I REFER TO STRUCTURAL DRAWINGS •� WEB TRUSSES AT 24' OC. 20 D££P, REFER TO STRUCTURAL DRAWINGS � GRADE "C-D"EXPOSURE 1/2"METAL RESILIENT CHANNELS 1 i -I/2"METAL RESILIENT CHANNELS `�� I/2"METAL RESILIENT CHANNELS STF&CiURAL PARALLEL CHORD WOOD AT I6"OC. I AT 16"OG / AT I6"Or-, / WEB TRUSSES At 24"OC.,20"DEEP, " I I n 1 ln ! 1 -1 LAYER 5/8 FIRE RATED GWB I -I LAYER 5/8 FIRE RATED GWB I 1 -I LAYER 5./8 FIRE RATED GWB - REFER t0 STRUCTURAL DRAWINGS BEARING UL CLASSIFICATION I BEARING i Q 1/2"METAL RESILIENT CHANNELS MARKING, I MARKING. ! Q MARKING. / O At ib"OC. I R �j BEARING UL CLASSIFICATION 1\ /1 O REFER t0 CEILING PLNANTFOR t -i LAYER 5/8 FIRE RACED GWB REFER TO CEILING PLAN FOR i Rc'EFE1Z t0 CEILNG PLAN FOR ��� �� HEIGHT OF LOITER MEMBRANE HEIGHT OF LOWER MEMBRANE * HEIGHT OF LOWER MEMBRANE BEARING UL CLASSIFICATION I i 6 MARKING � OF FLOOR/CEILING ASSEMBLY I � OF FLOOR/CEILING ASSEMBLY 0 OF FLOOR/CEILING ASSEMBLY O FLOOR SEC4,L %---- --------------------- SECONDPSUM 40/A5O2 SECOND FLOOR SECOND OF FLOOR UNDERLAYMENT UNOERLAYMENT 1 UNDERLAYMENT UNDERLAYMENT ELEV.15.00' ELEV.1500' ; ELEV 1500' . ELEV. i500' 311Ab.04 �\ % ------------ -- 30/A5.04 I � Q a Q I I I CONTINUOUS SOLID BLOCKING. I , i 1 HOUR FIRE RATED \ , In 12/A3ld3 EXTERIOR WALL ASSEMBLY: EXTERIOR WALL ASSEMBLY: EXTERIOR WALL ASSEMBLY: ------- EXTERIOR WALL ASSEMBLY: �y -5/8"FIRE RATED G1UB BEARING -5/8"FiRE RATED GWIS BEARING -5/8"FIRE RATED GWB BEARING \ I -5/8"FIRE RATED GWB B£ARNG Q UL CLASSIFICATION MARKING UL CLASSIFICATION MARKING Q UL CLASSIFICATION MARKING \ UL CLASSIFICATION MARKING O -6 MiLO POLY VAPOR BARRIER -6 MILS POLY VAPOR BARRIER O -6 MILS POLY VAPOR BARRIER I a -6 MILS POLY VAPOR BARRIER -6"WOOD STUDS AT 16"OC -6"WOOD STUDS AT I6"OC -6"WOOD STUDS AT 16"OC O - " " r 6 WOOD STUDS AT 16 OC -6"FIBERGLASS BATT INSULATION, ~ -6"FIBERGLASS BATT INSULATION, ---•--•--- ~ 6"FIBERGLASS BATT INSULATION, I * 6"FIBERGLASS BATT INSULATION, BEARING UL CLASSIFICATION p BEARING UL CLASSIFICATION p BEARING UL CLASSIFICATION l I p BEARING UL CLASSIFICATION MARKING R-19 MINIMUM. * MARKING,R-i9 MINIMUM. ~ MARKING R-f5 MINIMUM. * MARKING R-19 MINIMUM. i!2"APA RATED PLYWOOD 1/2"APA RATED PLYWOOD V1"APA RATED PLYWOOD I , -I/2"APT RATED PLYWOOD SHEATHING 1 SHEATHING A SHEATHING SHEATHING. di -AIR INFILTRATION 15ARRIER .n -AIR INFILTRATION BARRIER -AIR INFILTRATION BARRIER I I d) -AIR INFILTRATION BARRIER �WWO�OOD SIDING OR SHINGLES, -WOOD SIDING OR SHINGLES, W000.8IDING OR SHINGLES, WOOD SIDING OR SHINGLES, MAtERiAL.TO E -TMR W IONS FOR MATERIAL.TO EPRIMENANDPA t. M�.4'ERIAL.To EPRIMEIAND PANT. 'ONSI AMJALL ELM AN FP �j AND FINISH PAINT. I I g I ( I 9 10/A502 @ IVA5O2 r I I r4 10/A3D3 i I ifd/A501 30/A51d1 30/A5O1 I I ; iC/A5.01 I I LINE OF FINISH TO ( / • , 1 GRADE,REFER -� �--- INE Or- FIRST FLOOR I I SITE DRAWINGS, I I I I i 1 SIT£DRAWINGS. Sheet Title I f f I LGRAD£,FREN'FER TO I I FIRST FLOOR I I FIRST FLOOR i i I TO GFLSLLAAB TOP OF SLAB I I TOP OF SLAB TOP OF SLAB I I ELEV.6300' 2 - I" ° I ELEV.6320 °d" aM ,. a a (• d.'•° . a ELEV.6300' d o ( ' ° o e ELEV,6300' d o. a• a 'd"I •, 1 Exterior Details IIPL I -11111 a . e A . Wall Sections 4"REINFORCED CONCRETE I 1 I 4"REINFORCED CONCRETE I 4"REINFORCED CONCRETE a'. % I I I 4"REINFORCED CONCRETE— I SLAB ON GRADE OVER 6 MILS I I SLAB ON GRADE OVER 6 MILS I SLAB ON GRADE OVER 6 MiLS I i 1 SLAB ON GRADE OVER 6 MiLS POLY VAPOR BARRIER OVER I ; POLY VAPOR BARRIER OVER `a ; POLY VAPOR BARRIER OVER I POLY VAPOR BARRIER OVER 4 I Enlarged Details 6 COMPAC ED,GRADED I i 6 COMPACTED,GRADED d f 6 COMPACTED,GRADED R I I b COMPACTED,GRADED GRAVEL. I a 1 GRAVEL. I GRAVEL. <° 1 1 1 GRAVEL. a 2"RIGID INSULATION I I FF 2"RIGID INSULATION, �' I 2"RIGID INSULATION, 1 I I 2"RIGID INSULATION, a ENTIRE PERIMETER AND HEIGHT; 1 ENITIRE PERIMETER AND HEIGHT I I ENITIRE PERIMETER AND HEIGHT I 1 I I ENItIRE PERIMETER AND HEIGHT I OF FOUNDATION WALL. I a 1 OF FOUNDATION WALL. I A I OF FOUNDATION WALL. I_ 4 ." 1 I OF FOUNDATION WALL. e I 8"REI CONCRETE IIIII 8"REINFORCED CONCRETE S"REINFORCED CONCRETE II 1I1 III 8 REINFORCED CONCRETE FOUNDATION WALL, FOUNDATION WALL,BOTTOM FOUNDATION WALL,BOTTOM FOUNDATION WALL,BOTTOM OF FOOTING MINIMUM 4-O OF FOOTW MINIMUM 4-0 OF FOOTING MIN MB4TO OF FOOTING MNIMUM 4'-0': S _ REFER TO ST TO BELOW GRADE. REFER TO BELOW GRADE. EER TO TURAL DRAWINGS.TUCTURAL DRAWINGS. STRUCTURAL GRAPE. RAWIN636. STRUCTURAL DRAWINGS. STRUC i I 1 I I I ^ I I I I I 1 I 1 a e 4.. e. I I d " I I I i ° 1 BOTTOM OF I b I BOTTOM OF I ` I BOTTOM OF I o .$ I j j BOTTOM OF 1 "a °: d a'FOO i I ' a I FOOTING I LNG t a•.'' 'a f 1 -----J : FOOTING 1 t ELEV.5800' 1` ELEV.MOO, �� � ELEV.591,W' 1` � ELEV. �---------------' - 7�F i C A L i� 1� I *r f={` ,4 L Job Number Q Date WALL 6ECTION U,J�1��. &ECTiON UJ��.� ��C�' {ON UJALL 6ECTION NOTE NM 141W Sheet Number A5,02,11 J I ROOF ASSEMBLY: -ROOF SHINGLES. COLOR/STYLE/WEIGHT AS SELECTED BY ARCHITECT. -15e ROOFING PAPER -5J8" EXTERIOR ttG ROOF SHEATHING -ROOF FRAMING, REFER TO STRUCTURAL Thc; DRAWINGS, -10" FIBERCsLA58 GATT INSULATION, PROVIDE INSULATION BAFFLES FOR VENTILATION. -fo MILS POLY VAPOR BARRIER ° le ctura.- 12 14 d am 50 Comma dants Way At admirers Hill Chelsea, MA 02 R50 Telephone; `�-889-4402 Fax; 617®884®4329 �A 1 I Revisions Milli 4 SLAB ON GRADE OVER 6 MILS I POLY VAPOR BARRIER OVER i 16" COMPACTED,GRADED GRAVEL. 1 t 1 ------------------------------------ I I ---------------------------------- � i I 7- 5UILDING & CTION AT ID EN (io1/2" = I'-m" I i i ROOF ASSEMBLY: I -ROOF SHINGLES.COLOR/STYLE/WEIGHT AS SELECTED BY ARCHITECT. -15"ROOFING PAPER -5/8" EXTERIOR TEG ROOF SHEATHING -ROOF FRAMING, REFER TO STRUCTURAL DRAWINGS. 12 -ro MILS POLY VAPOR BARRIER Drawn 5/8" GW5 12 32/A5.O4 2 k g 1 ------- /'— ——� Checked 1000E HINGLES I I Scale As Noted < I I -- -� Project Sii , u S' oii a Sn Im' °Oi� Whflehafl Estate 53'-11 TOP OF PLATE Hyannis, A CONFERERNCE/PRIVATE DINING CORRIDOR 61 - c� CANTILEVERS RIDGE SEAM 20/A5,03 II%A5.05 35/A5.04 SECOND FLOORWj j -7 i I I _ 5/5" EXT. SOFFIT GW5 FLU6H FRAME 5EA 1 ON I x 3 STRAPPING w ENTRY ENTRY PARLOR MAIN L055Y VESTI5ULE Sheet Title FIRST FLOOR Building Section And Enlarged Details r" GRADE 4' 5LA5 ON GRADE OVER 6 MILS POLY VAPOR BARRIER OVER i" COMPACTED Q AND GRADED GRAVEL 1 Job Number 9704 Date Shut Number 10 3/S I1-011 A5.03 ASHPHALT SHINGLES. COLOR/WEIGHT/STYLE AS SELECTED j 8Y ARCHITECT, GALY, PREFABRICATED CAP W/ FLASHING KIT — 150 ROOFING PAPER MINIMUM DIMENSION ALUM. COIL STOCK OVER ALLOWABLE BY METAL EDGE TRIM 5/8" PLYJJOOD ROOF SHEATHING. CEMENTITIOUS BOARD MANUFACTURER il/A5.05 g Thc; COLOR AS SELECTED 5/6" CANTILEVERED PLYWOOD ICE AND WATER.SHIELD. BY ARCHITECT SLOPE 1/4"/Ft. 3'-0" WIDTH ALONG ENTIRE PERIMETER, REFER TO ROOF PLAN FOR ADDITIONAL ROOF TRUSS, AREAS. 1 x 4 PINE TRIM LADDER FRAMING REFER TO STRUCTURAL PRIME AND PAINT 2 x 8's 0 16" O.C. ATch�U:; ura DRAWINGS. METAL STUD INSULATION i x 10 PINE TRiM BAFFLE, 12 PRIME AND PAINT 1 x 4 PINE TRiM-PAINTED '1 1/2" MDO -- 1 x 10 PINE TRIM-PAINTED Cam PRIME AND PAINT. 2X10 TOP CHORD WOOD FRAMING TRUSS FRAMINCs CONTINUOUS SOFFIT VENT WITH 1/2 ACX PLYWOOD REFER TO STRUCTURAL . INSECT SCREEN �� Commandants �� FOR ROOF OVERHANG. DRAWINGS. At Admirars Hill TOP OF PLATE 1/2" ACX PLYWOOD OFFIT BOARD. � �1 ELEV. $3.00' CONTINUOUS 2x WOOD BLOCKING iX BLOCKING AND L DGER BOARD. Chelsea, MA 02150 Telephone; 617-889-4402 BETWEEN ALL ROOF TRUSSES -1/2"1MET METAL RESILIENT CHANNELS CONTINUOUS METAL DRIP EDGE. CAP FLASHING �ax9 6 ��-884— 329 -1 LAYER 5/6" FIRE RATED GWB 1/2 PLYWOOD SHEATHING BEARING UL CLASSIFICATION i x 4 PINE TRIM / \ PRIME AND PAINT / \ CONTINUOUS PREFINISHED METAL ' i x 10 PINE TRIM AE ID E T A ( L GUTTER AND LEADER SYSTEM. PRIME AND PAINT32 I ti LEADER TO BE CONNECTED TO 1 1/2" = 1 -�" Ma SITE DRAINAGE SYSTEM. 5/4 LEDGER. RA55ET AS CONTINUOUS SOFFIT VENT WITH REQUIRED 1'O ACCEPT SIDING S rq� • � $Hai INA it S ,.-:.. . INSECT SCREEN iX10 WOOD FASCIA, PRIME AND PAINT, SIDING. REFER TO ACX PLYWOOD SOFFIT BOARD. ELEVATIONS '- iX BLOCKING AND LEDGER BOARD. 3.03 C� 1�I `� � C A F [DETAIL Revisions SIMILAR WOOD.BRACKETS. PRE-PRIMED AND FINISH PAINT. GOLOR/PROFILE AS SELECTED BY ARCHITECT. 4 x 4 P.T. WITH ROUTED CORNERS 1 1/2" = I'_011 AS SHOWN I F05RCH 1DE TA I L i1 1/2" = 1'-O" 12/A5.05 1313/A��M. 5/8" PLYWOOD-EXT. GRADE / 1/2" PLYWOOD-EXT. GRADE 1 x 4 PiNE TRiM PRIMED AND PAINTED 2 x 4 FRAMING \ I x 8 PINE TRIM PRIMED AND PAINTED 2 x 4 OVERLAY FRAMING WOOD GABLE LOUVER 16" O.G. WITH INTEGRAL INSECT SCREEN. COLOR A$ Z 35/A5,04 Drawn SELECTED BY ARCHITECT BROSCO 0GL--112 Q UJ -- 0 Uj Checked � 3 ASHPHALT SHINGLES. \ aK r CCLOR/WEIGHT/STYLE AS SELECTED BY ARCHITECT. scale m Siding-Refer. to elevations � _ 1 As NOW � r N Project 1/2 Exterior grade plywood Air infiltration barrier 15" ROOFING PAPER. \ � ° j to overly ice 4 water shield Whitehall p 5/8" PLYWOOD ROOF SHEATHING. i x 6 PINE TRIM PRIMED AND PAINTED ICE AND WATER SHIELD. 3'-0" WIDTH ALONG ENTIRE PERIMETER, 2 x 5 Instate ice 4 water yield. l'-(o" up down REFER TO ROOF PLAN FOR ADDITIONAL j cut open la vent space. Overlap AREAS. _ roofing paper. METAL FLASHING CONTINUOUS METAL DRIP EDGE. �Q PREFAB VENT. COLOR AS SELECTED 1/2" EXT. GRADE PLYWOOD ICE WATER SHIELD _ BY ARCHITECT. ASPHALT ROOFING / 2 x 6 5/6" EXT. SOFFIT GWB Hyamis, MA Asphalt It shinc�les. Refer to v2" Ae�ts YWooD p G spec i f i ca t i offs. 5/s PLYWOOD ROOF CONTINUOUS PREFINISHED METAL 2" SOFFIT NT i x 3 STRAPPING to 16" O.C. GUTTER AND LEADER SYSTEM. 5/8" Exterior era de I wood LEADER TO BE CONNECTED TO g p y SITE DRAINAGE SYSTEM. � I-i- BLOCKING AS REQUIRED LEDGER BOARD SO Roofingfelt. VE I �l I ID 0fR�E f DETAIL 1 x 10 FASCIA 3�� 2�� 3��-46 1 x 8 PINE 1 x 8 PINE 1/2" EXT. PLYWOOD 1 x 8 INE Assisted Cluing 1 1/2" = it-O" - Facility BLOCKING AS REQUIRED I n m �. 1 x PINE cv SIDING-REFER TO ELEVATIONS Roof framing. Refer to structural drawings. all 12" ll ( ASHPHALT SHINGLES. COLOR/1.UE IGHT/STYLE AS SELECTED 1 1/2" = 1'-�" BY ARCHITECT. OVERLAP AIR INFILTRATION BARRIER 9" 15# ROOFING PAPER. 5/6" PLYWOOD ROOF SHEATHING. BOTTOM OF TRUSS ICE AND WATER SHIELD. PREFAB VENT. COLOR AS SELECTED m 2 x 8 P.T. BY ARCHITECT. 5/4" PINE ROUTED 3 -0 WIDTH ALONG ENTIRE PERIMETER, � CORNERS ' REFER TO ROOF PLAN FOR ADDITIONAL AREAS, HEADER. REFER TO iCE 4 WATER SHIELD y = 12 STRUCT. DWGS. _ !, r i ROOF TRUSS. m METAL STUD REFER TO STRUCTURAL. � CONTINUOUS METAL DRIP EDGE. INSULATION DRAWINGS. INSULATION BAFFLE BAFFLE. 5/6 GWB BLOCKING AS REQUIRED CONTINUOUS PREFINISHED METAL POST. SEE STRUCT. DWGS GUTTER AND LEADER SYSTEM. METAL DRIP EDGE i x PINE sheet title ROOF TRUSS. CONTINUOUS 2x WOOD BLOGKIN LEADER TO BE CONNECTED TO 2 x 8 1 x 3 STRAPPING 0 16" O.C. REFER TO STRUCTURAL BETWEEN ALL ROOF TRUSSES SITE DRAINAGE SYSTEM. �i DRAWINGS. Exterior Details i x 4 OVER 1 x 10 FASCIA ROUTED CORNER 5/8" EXT. SOFFIT GWB AFF_ TOP OF PLATE ol LEY. 83.00' FIBERG LASS IN ULATION R-30 TYP. EXT. WALL 5" 2" 5" I/2" ACX PI-YWOOD 5/4" PINE STOCK I �t j 1 x S FASCIA 1/2" PLYWOOD 21 1 5„ 000 IX10 WOOD FASCIA. PRIME AND PAINT. INSULATION �11 Ix WASH LEDGERBOARD VAPOR BARRIER 1 x 6 PINE - CONTINUOUS SOFFIT VENT WITH INSECT 1 x 8 FASCIA 'n 1 x 8 FASCIA 5/4 LEDGER STOCK 1/2" ACX PLYWOOD SOFFIT BOARD. f AIR INFILTRATION BARRIER 1/2" ALTERNATE 51DES 3/4" ABOVE CONCRETE WALK 171 OUTSIDE EDGE D Job Number iX BLOCKING AN GE BOARD. OFF MIN BL D LEDGER FRAMING 12/A3.03 / 9704 -1/2" METAL RESILIENT CHANNELS I -1 LAYER 5/8" FIRE RATED GWB \ I Date BEARING UL CLASSIFICATION 1d0 1�1W &OFF I T DETAIL FORGH ID TA I L FOfRCH ,� TA f.41 Sheet Number 1 1/2" = 1'-011 1 1/2" = 1'-01' 1 1/2" = 1'-011 A5.04 I� - -_ - - . .. .... ......_.._. ____...-- .. 5/8" EXTERIOR GRADE ROOF $HEATING. Th v ROOFING SHINGLES OVER 15* ROOFING PAPER ROOFING SHINGLES. COLOR/WEIGHT/STYLE CONTINUOUS LAPPED 0 AS SELECTED BY GAP SHINGLE ARCHITECT. J� �Q ICE 3 WATER SHIELD �G ROOF TRUSS. REFER 5/8" EXT GRADE SQUARE a�. EDGED PLYWOOD ROOF � / \ t0 STRUCTURAL DRAWINGS. SHEATHING WITH SIMPSON / am "H" CL G IP$ AT ALL EDGES PERP. TO FRAMING ROOF FRAMING. 50 C omman ants Wags CONTINUOUS METAL REFER TO o CONTINUOUS 2x BLOCKING DRIP.EDGE. STRUCTURAL �c At Admi ��s H 111 BETWEEN ALL ROOF TRUSSES / 6 Chelsea, 02150, DRAWINGS. Telephone; 6 � 7' 889 02 / 15" ROOFING FELL ,O \ F Fax9 6 7 884 4329 UNDERSIDE OF EAVE 1 x 10 FASCIA BOARD. ELEV. 85'-10" PRIME AND PAINT. -- — CONTINUOUS SOFFIT VENTWITH INSECT COLOR AS $ELERCTTED i GAP FLASHING'WITW BY ARCHITECT. SCREW PENETRATIONS ( � ( . CONCEALED WITH SOFFIT . CONSTRUCTION j L L '1""t I V FULLY ADHERED EPDM MEMBRANE(460 MIL) 1 1/2" = V-,a" . ., INSULATION OR ADDITIONAL PLYWOOD LAYER TO GAIN 1/4"/Ft PITCH FLUSH FRAMED BEAM. REFER ROOFING SHINGLES OVER TO STRUCT. DWGS. so ROOFING PAPER Revisions ROOFING SHINGLES, COLOR/WEIGHT/STYLE PREFINISHED METAL PROTECTION MAT FOR MEMBRANE AS SELECTED BY VALLEY FLASHING (1-011 DIRECTLY ON WOOD ARCHITECT. EACH SIDE)WITH CLEATS \ �+ 2'-0" OC. COLOR AS 3/4" PLYWOOD DECK EXTERIOR GRADE 15" ROOFING PAPER SELECTED BY. ARCH. FIBERGLASS BATT INSULATION TOP OF PLATE \ WITH R-VALUE OF 30 MIN. ELEV. 83'-011 5/8" EXT GRADE SQUARE CONTINUOUS POLY VAPOR : BARRIER LAP AT SEAMS , FIBERGLASS BATT INSUL. R-30 � SWEATDHINCx WITH OODIMPROOF N \ / CONTINUOUS VAPOR BARRIER \ "H" CLIPS AT ALL EDGES \ 2 x 12's m 16" O.C.- 1 LAYER OF 5/8" FIRE RACED PERP. TO FRAMING G.W.B. ON 1/2" METAL RESILIENT 3� FLAT fROOF [DETAIL CHANNELS �,, /C ROOF FRAMING. REFER TO STRUCT 1 1/2 11 11—01' �'ld DRAWINGS. - 5�ROIOFfNG SHINGLES PAPER OVER 5/6" EXT GRADE SQUARE S% EDGED PLYWOOD ROOF <b SHEATHING WITH SIMPSON ROOF TRUSS. REFER "H" CLIPS AT ALL EDGES � TO STRUCTURAL PERP. TO FRAMING \ DRAWINGS. ICE AND WATER SHIELD, REFER TO ROOF PLANS \ CONTINUOUS METAL FOR LOCATIONS, DRIP EDGE. PRE-FINISHED \ 5/6" EXTERIOR CaRADE COLOR E?SELECTED BY T E G ROOF SWEATING. 3' PREFINISWED Drawn 8% UNDERSIDE OF EAVE METAL GUTTER ELEV. 85'-10" COLLN 1 x 10 FASCIA BOARD.R BY ARCHITECT. \ / /� Checked PRIME AND PAINT. T��C A L Y A L L � FLASHING � Afi� 12 Scale CONTINUOUS SOFFIT VENT 1 1/211 = 11-OI1 �No1ed 5/8" EXTERIOR GRADE WITH INSECT SCREEN. ROOF $HEATING. COLOR AS SELECTED Project ROOF TRUSS, REFER BY ARCHITECT. TO STRUCTURAL DRAWINGS, CONTINUOUS COUNTER FLASHING i x BLOCKING CONTINUOUS FLASHING 15" BUILDING PAPER AND 1/2" ACX PLYWOOD RIDGE VENT. REFER TO NOTE: ASPHALT Whil-fi-ehCall FULLY ADHERED EPDM 2 -0 PRIME AND PAINT. ROOF PLAN FOR SHINGLES APPLIED RUBBER MEMBRANE(&0 MIL) LOCATIONS. REFER TO TO ROOF VENT ix8 FRIEZE BOARD SPECIFICATIONS FOR SWALL MATCH Estate CONTINUOUS PROTECTION MAT LOCATIONS WITH BUILT OUT 3/4". DESCRIPTION. ADJACENT ROOF SOLID BLOCKING DIRECT CONTACT WITH PLYWOOD PRE-PRIMED AND SHINGLES. INSULATION OR ADDITIONAL PLYWOOD FINISH PAINT. ROOFING SHINGLES, LAYER TO GAIN 1/4"/Ft ITCHAff( 1X& SHIP LAP VERTICAL COLOR/WEIGHT/STYLE 1/2" EXT, GRADE TOP OF PLAT PRE-PRIMED WOOD AS SELECTED BY - PLYWOOD ELEV. 83'-0' CLAPBOARDS. FINISH PAINT. ARCHITECT. l�iL`� PREFINISHED ALUM. BRAKE ICE 4 WATER SHIELD Y METAL CAP FLASHING. COLOR 5/8" EXT GRADE SQUARE AS SELECTED BY ARCH, VAPOR BARRIER TO OVERLAP 2X10 ROUTED TRIM EDGED PLYWOOD ROOF / \ SHEATHING WITH SIMPSON PRIME AND PAINT "H" CLIPS AT ALL EDGES TOP OF PLATE _''"-- I" NOMINAL EXT. GRADE PERP. TO FRAMING \ ELEV. 83 -0 PLYWOOD-PRIME 4 PAINT IX8 FRIEZE BOARD ROOF TRUSS. REFER TO \ PRIME AND PAINT STRUCTURAL 'C`fi Assisted Living F15ERCONTINU0U5 VAPOR BARRIER 2 x 12's 16" O.C. AIR INFILTRATION BARRIER DRAWINGS. / �% "4yA \ F''aClhty a � � II SIDING-REFER TO 1 LAYER OF�5/$ FIRE RATED ELEVATIONS 15" ROOFING FELT G.W.B. ON 1/2 METAL RESILIENT CHANNELS RATED 2 x 6 PARTITION FLAT OOF DETAIL SIT DETAIL T�f'ICAL MIDGE VENT 1 21 11 1 1/211 1'-01' i 11.. - �� 11 1 1/211 ROOFING SHINGLES OVER FULLY ADHERED EPDM MEM5RANE(60 MIL) 15* ROOFING PAPER ROOFING SHINGLES GOLOR/UJEIGNT/STYLE MIN. 4'- 11 MIN. 4'-0" . . AS SELECTED BY INSULATION OR ADDITIONAL PLYWOOD � � /c� ARCHITECT. LAYER TO GAIN 1/4"/FT MIN. PITCH 15* ROOFING PAPER 5/6" EXT GRADE SQUARE OR ICE < WATER SHIELD. 3/4" PLYWOOD DECK EXTERIOR GRADE ��rR EDGED PLYWOOD ROOF SHEATHING WITH SIMPSON 5/8" FRT PLYWOOD PROTECTION MAT FOR MEMBRANE <p "W" CLIPS AT ALL EDGE$ ROOF SHEATHING. DIRECTLY ON WOOD PERP. TO FRAMING 4'-0" MIN. EACH WAY. Sheet Title PROVIDE CONTINUOUS AND ROOF T1 11 ;�. REFER COMPRESSIBLE FIRE STOPPING TO $tRUCTURAL CONTINUOUS METAL DRIP EDGE. BETWEEN CMU AND FIRE TREATED ROOF Details CONTINUOUS PR-FINISHED METAL CONT. 2x BLOCKING PLYWOOD ROOF SHEATHING. GUTTER AND LEADER SYSTEM. BETWEEN ALL ROOF TRUSSES CONTINUOUS METAL DRIP EDGE. 8 CMU LEADER TO BE CONNECTED TO HURRICANE T SS CLIPS FIREWALL. SITE DRAINAGE SYSTEM. AT EACH fit 11M*ETAL STUD LE PREFINISHED METAL GUTTER ROOF TRUSS. COLOR AS SELECTED REFER TO BY ARCHITECT. STRUCTURAL TOP OF PLATE i x 10 FASCIA BOARD. DRAWINGS. ELEV. 83'-0" M NIMUM BETWEEN TOP OF PLATE PRE-PRIMED ANDMAINTAIN 1/2" ELEV. 53'-0" FINISH PAINT. 1X10 WOOD FASCIA. PRIME AND PAINT. COLOR BY ARCHITECT TRUSS AND CMU. �1 1� CONTINUOUS SOFFIT VENT 2 x 12's a 16" O.G. WITH ENDS CUT �_GONTINUOU$ SOFFIT VENT WITH INSECT WITH INSECT SCREEN. TO MATCH PROFILE OF ABUTTING SREEN, ROOF LINE COLOR AS SELECTED — IX BLOCKING AND LEDGER BOARD.. BY ARCHITECT. Job Number FIBERGLASS BATT INSULATION - R-30 ! x BLOCKING OM4 " 2�� 5�� 1/2" ACX PLYWOOD SOFFIT BOARD: AND.1/2" ACX PLYWOOD i LAYER OF 5/8" FIRE RATED G.W.B. ON 1/2" METAL RESILIENT CHANNELS � l�o O.C. i x 8 FRIEZE BOARD PRIME AND PAINT. n Date BUILT OUT 3/4" ix8 FRIEZE BOARD , NOR 141W OVERLAP VAPOR BARRIERS " PRIME AND PAINT BUILT OUT 3/4". PROVIDE METAL STUD INSUL BAFFLE (5/4 �BOVE SHINGLED BATS) Sheet Number PRE-PRIMED AND FINISH PAINT. SOFFIT DETAIL � FLAT ROO� DETAIL 5/4" ABOVE SHINGLED BAYS ROOF DETAIL F I r�E WAL L A5,05 O /}� 1O 1 1/2 - 1 _ - - - - - - - - Painted Cx sum I 3 I 1 - U1a l l Board 40 � 1 - 1/211 x 2 " f='OPLAi2 . Oak cap -6210 SRO O -1 1 ( I I 1 I RED OAK B�HANDRAIL � CK I I I I 1 1/211 x 2" x 3" poplar TYP. 0 finish blocking, typ = 12" BALUSTER "C-5611 ( I I I I I I CV POPLAR/FAINT G4EBe and ( RE OAK POST " G-4215 J j-j 11; of top riser BY BROSCO. I 1 I I BY 15ROSCO Provide in-wall blocking for each handrail bracket.Blocking shall be 2x6 cv Painted C: sum fire treated wood, Wall Board: —OAi EDCs securely fastened to studs, typ. 00 .. �4 ( I I ( E STRIP uu 1/2"'x 1116" O CO 1- .211 x 5-1/2" poplar handrail t Poplar ix12 painted BY BROSGOAK S TiA i/ handrail I I I I I I AS ALL 5 & M- Mcp t p . Skirtboard I i i 3/4 x 8 BIRCH PLY D Non-sii 30/ 1'0.01 iA Provide 90 deg. return to wall,pp ��viny( cbVer at . � FIFA . AfAdmi� a � �treads t risers typical at each end pica I. ( 1 - 1/2 " x r✓_ - i/2 '1 Ch e �AAI 9 0 � 150 ho1�LAfi� Te e h 8 ( NANDRAiL ATTACHMENT DETAIL NAND1'`, L DETAIL. 14 13 Fa 7 - 884 - 43Z N.T.S. N.T.S. 11" D�1 I Min. f '� r i) (Nose to � . w � Nose) HANDRAiL AT TOP LANDING 33 Poplar a. N.T.S. � handrail DETAIL I --�� Non-slip finish 1 N.T.S. _ q� f ;. Painted Czypsum vinyl cover at Wail Board. N treads E risers (typ.) i • _ Painted Cxypsum Wall Board. ` / , Revisions 1211 1X12 Skirt board Min. I Poplar subfloor 1 handrail x (Nose to >` Nose).40 / 3/411 (OIyWOod \ \ r sub{loor Finish Red Oak ainted C-gypsum Q) Ix12 painted flooring handrail Wall Board. skirt board car et at 12" il" tread 11 m treads risers (typ.) / 3/4"PLYWOOD Peat eta l BOTTOM Mir). --�� // __ , resilient chennels Painted.Gxypsum EEOF .TRUSS / (Nose to / J / I Wall I 2 Im's ib" Overhang equals the Nose) :� 101 — W o one tread + ' / Wood header assembly. Refer to 5/S"TYPE "X"GRUB.ON Non-slip, / structural drawings for sae Wall strin�er Wood header .assembly. Refer to 1 HOUR 48seM�L,1 33/+ •�1 REstLiANt CNArdJELs Vint I COVer at — -J / poplar/p inted X - structural drawings for sae 16"OC. treads t risers Ctypa - _ 2 1/2" x 2 1/2" x 1/4" / / CORNER BEAD E r @ } steel clip ongle. / 'a U Fasten to stranger with / r- 2- 1/2" dia. machine bolts. / 2 x 12 wood stringers. Fasten to floor with Rout receive deep 3/4" dia. bolt in to receive plywood LL j exponsion anchor X treads, risers and wedges 23/A6Ja1 (typical at each stringer). t- (typical at all stairs). . .-.,...� :• I/2 n meta I SECOND FLOOR Moist. Res. TOP ot=GYt'QOR'1 P.T. sill finish O o Painted resilient chennels 2 x 12 out d st inge rs uNPep T vRI-AYMENT floor wood Sealant Moist. Res. iNTERMED. LANDING DETAIL treads, risers to eand ewed1 If ddes / R • • • • • s. P.T. Wood stop 23 (typical at all stairs). • ... .. * ' •i. ,.j •• N.T.S. ' •• )�N NTERMELAND iNG DETAIL0 2 x 12 wood stringers /Rout 1/2" deep .T.S. /// ,, to receive plywood 32/A6 Ol % / Drawn treaYinyl Base (typical risers and wedges ical at all stairs Checked BOTTOM LANDING DETAIL II= 32 N.T.S. (T 12 (0 0 I // / Scale / ro-11/8"± i i // // AS NOTED CONTINUOUS 2 x 10 WOOD =4 -0 BLOCKING TO SUPPORT / RAILING 1 �/ I TOP OF FLOOR I // Froi.ct 1SLAB ( 1 I ELEV. :* e 10 Whitehall 1 ,j: = Estlatel .2 LAYERS 5/V1 GsWB F.F. EL.. I BOTH SIDES BALUSTER *C-5611 0 POPLAR/PAINT GRADE i BY BROSCO. POST 5TA T i N Hyann * s , MA 10 L---V '� ,y} �� POST i WALL STRINGER �o EDGE OF scale: �� "=1'-0" POPLAR/PAINT +� 24/ )x¢ •� CARPET CARPET MAINTAIN _ OPEN 22'-0' 40 ( WALL ASSEMBLY --- -- T BELOW -5'1 L I 11 I 4 -� no 15,00 i �. L. POS _ .F. L.. DN F.F. E i I N ors 40/Aro.01 0 " I II I II — m STAIR #2 2 x 4 WOOD STUDS 2 - -11/16 2 -5-11 l�0 0 `� 51_/ II � _ � 61 tGG�J 30/A�.O1 — — — — — 0 � 31'-5" 6� N 2" x 4" 1000D STUDS 11 1611 O.C. ctl N A i N� L 5TA i & ND L OOP �'-211 21 Scale: 1/ = 1 ' -/III t'*01AIN L055"'� &TAIF� &ECTION N.T.S. 5TAlfR NO, 2 5ECON�:) FLOOFR sca Is-, i/ 11 = 11 _011 i # 4 4 CSTA R 1, 3, 4 SiM) 2-1/211 i1_011 48 a 030 1 X PINE CAP. sTaRAQE �.-, POPLAR BALUSTER XPOSED WOO CPT. W/. ROUNDED sheet Title 1 3/4" ROUND BASE 5/4" OAK TREAD-TYP. DG CJ_ —— ——— STAIR PLANS' 5/4" PLYWOOD +: 21/2 " COLONIAL u i CASTING (PINS 22'-�" & SECTIONS ` AND PAINTED) l� •R •` 3/4" OAK SCOTIA <C � >`. /g ll T'r-PE I lX ll STAIR DETAILS 3/4" x 8" BIRCH - G. U.B. Q EACH - FLY. FASCIA SIDS. (PAINT) 2" x 10" WOOD JOISTS - 2 X WOOD N F.F. L. ( I I I B(FAINT) t'8451 HANGERS TYP�TAL .° °, J' �`UD HALF � ' (PAINT) 40 WALL, L iNE OF m m OPENING _ E ASOYE 4 !uF= (03.00' 67 I I I I I I Job Number 1/211 Gx.W:B. 40 HALF WALL DETAIL = F.F. EL -' � "' 9704 2" x 12" ^_ ccl N 211 x 1 d ll WOOD STUDS N.T.S. -' — Date � 16 O.C. _ i � I A � DETAIL 14T � 11" = 12'-11G/11 Sheet Number N.T.s. t" I�A iN L055�� &TA i i &T OO 5 T A i NO. 2 i &T 000 1 10 —C scale: 1/ 11 _ 1� _011 i, 4 sca lam: = 1 '-011 C5TAiR #1 3 4 4 Sim) 4 , NOTE: REFER TO STRUCTURAL DWGS FOR FURTHER DESCRIPTION OF ELEVATOR PIT AND ,FRAMING DETAILS. �J 12/A5.05 13/A5.05 SIM. 5/6"PLYWOOD-EXT,GRADE N t1Z O I/1"PLYWOOD-EXI•.GRADE x 4 PINE TRIM ROOF TRUSSESI/ Lrcl PRIMED AND PAINTED QQ� 2 x 4 FRAMNG 1 x 8 PINE TRIM PRIMED AND PANTED N !� /u Z x 4 OVERLAY FRAMMG METAL GABLE LOUVER w 16"O.C. U1TH NTEGRAL NSECT sam GREEK SHEILD 2/3 OF: __��/_� C RDINATE OPENNNG W/TEMPERED r _ _ _ V I� GLASS.COLOR OF LOUVER I (I (G -T B wEEN TRUSS SPACING, A BE SELECTED BY I II II II 2X1 II I m p C I Cd ARCHITECT �h t A�p � a IIII QIII i� Illel ..� \ Ip .NI NII� IINI C h e t/Yki 9 h 2 5,0 3'-6" SOFT CLEAR ONE HOUR RATED SHAFT I II II ( II II II I Te � eph6 � �� <& Sac SIMILAR TO X/A3.01 1 x a PNE TRIM -II._.II_ L I__u_JL J Fp7 - 884 - 43 ' UL NU469 PRIMED AND PANTED -10 METAL FLASNINCs ICE a WATER SHIELD HEAD OFF FRAMING MAIN RIDGE IN RATED SHAFT CAP ASPHALT ROOFING (V COORDINATE HORIZONTAL RUN THROUGH TRUSS WEBS 4J "ILL �e 1/2"EXT.GRADE PLYWOOD. N 3'-6° SOFT CLEAR ' 5/$ .PLYWOOD ROOF ONE HOUR RATED SHAFT SIMILAR TO X/A3.01 UL "U469q/Ts11 '�' ELEVATOF' \/ENT IDOfR�EfR DETAIL LVTOR ROOF PLAN 2 OEEA SCALE: SCALE: 1/4" = 1 '-0" 8" CMU Revisions i i ('V CONTINUOUS SHEET METAL GUARD STEEL LINTEL SEE STRUCT. DUrSS REFER TO ROOM FINISH SCHEDULE FOR ELEVATOR TRIM. PROVIDE FRT BLCK'G FOR ELEV. RAIL 8 ELEV.SUB D(TYP) P) 1/2 DIA. HALF-ROUND n COORDINATE W/ _ BEAD MOULDING LEAR 1/8" PLATE GLASS = HOLLOW METAL FRAME t -U 01 ALUMINUM STORM PROOF HOISTWAY DOOR \Q LOUVER W/ INTEGRAL INSECT SCREEN cv �4 NOTE: COORDINATE JAMB, HEADER �y Q & FINISH MATERIALS W/ ELEVATOR HALL BUTTON INSTALLATION. 1 ' — /4 11 1 ' 1/4" N � A [1 ' — 11 1/2 Drawn 32 Scale: 11/2" V-0" 2 " 2 " ELEVATOR SECOND FLOOR PLAN DMS CALE: 1/4" = 1'-0" chocked ELEVATOR LOUVER GMK MIN, AREA 3 $Q. FT. 2/5 GLASS 1/3 LOUVER Scale AS NOTED Project HOISTWAY DOOR SILL ELEVATOfR LOUVEIR ELEVATION SCALE; h * tehcll PROVIDE 2x5 POCKETS FOR FULL WIDTH OF SHAFT Estate AT ALL FLOORS FOR SETTING SILLS SAND TO ALLOIUALL GROUTING AND PATCHING REQUIRED AFTER SILLS HAVE BEEN SET IN PLACE, SILL N INSTALL STEEL SILL SUPPORT 3'-6" SOFT CLEAR q� ANGLES FOR FULL WIDTH OF ONE HOUR RATED SHAFT LOCATE DISCONNECT FOR SIMILAR TO X/A3.01 Hyannis ,THE SHAFT AT ALL FLOORS. ELEV CAB LIGHTS & ELEV MA O N - - - � UL +U469IN FIELD W/ ELEV SUB (TYP)Q " STEEL SILL SUPPORT ATTACHMENT ANGLE SHALL 012 �' LOUVRE 2x10 JOIST Q BE FOR FULL WIDTH OF THE SHAFT. ��� HOISTWAY BEAM E�+.M�cH. COORDINATE LOCATION q FASTEN TO TOP OF CMU WITH 3/4 DIA. COORDINATE SIZE OF BEAM W/ ELEVATOR CONTRACTOR'S La= ANCHOR BOLTS 0 2'-0" O.C. �� �� W/ ELEVATOR MANUFACTURER'S O REECOMMENDATIONS REQUIREMENTS- ROOF TRUSS PROVIDE FRT 30 �/ SEE STRUCT. DWGS BLCK'G FOR ELEV. 8" CMU. GROUT TOP 2 CELLS SOLID UNDER SILL. A602 /♦ --_- -- RAIL EA SIDE (TYP) ye " COORDINATE W ELEV. SUB (TYP) 2x6 STUD TOP OF CMU S BEARING WALL ROOF TRUSS / ;, 88- LEAF, LOCATE LIGHT SW, STOP SEE STRUCT. DWGS V W/ E GFIORUS B IN FIELD N U BOT. OF STEEL 8 -3 U LOCATE PTD. STL LADDER ADJACENT DETAIL TO DOOR. COORDINATE & ILL ELEVATOR MFR. Scale: 1 n n RECOMMENDATIONS (TYP) ELEV. N LOBBY STORAGE 064 NOTE: COORDINATE JAMB, HEADER HALL BUTTON & FINISH MATERIALS W/ ELEVATOR N INSTALLATION. 32/A6.02 HYDRAULIC ELEVATOR 3vA602 ELEVATOR & MACH. RM. FIRST FLOOR . PLAN 1 HR UL FTWA G_3 SECOND FLOOR SCALE: 1/4" SHAFTWALL TIGHT TO UNDERSIDE OF FRAMING, 7 FLOOR TOPPING ZION 'T5.00' CV ELEV. MACH. 3%4° PLYWO. SHEATHING- ON ON 1�i" PLYWD. SHEATHING (2) LAYERS OF - z ELEV. _ 3�4" PLYWOOD 0 L05B`t' 9 PROVIDE 15'x 15" shoot Tito - Z LOUVRE BOX OUT AT LOWPOINT. 008 OF SLAB (TYP.) ELEVATOR PLANS __ % LOCATE LIGHT LE STOP & SECTION i j SW, & GFI OUTLET IN FIELD 2XIC RIM JOIST S� 1� W/ ELEVATOR SUB SEE ICAL DWGS (2) LAYERS OF TOP OF SLAB LEA FOR ADD NRL INFO (TYP) PRESSURE TREATED 5/8" TYPE "X" GWB. rM ELEVATOR DETAILS 2X6 'SILL PLATE z FIRESTOP ALL EDGES (TYP) R40 0 u LOCATE PTD. STL TYPICAL 2X10 STEEL PIT LADDER ADJACENT RDINATE WOOD JOIST * 16" O.G. b ` LADDER TO W/ ELEVATORTO DOOR. �MFR. All COMPLY SEE STRUCTURAL ' ' a ALL OSHA iTH RECOMMENDATIONS (TYP) DRAWINGS. REGULATIONS. ELEV. SHAFT PROVIDE FIRE CIA TREATED WOOD BLOCKING AS NECESSARY. Job Number ELEVATOF;� C A DETAIL NOTE: COORDINATE JAMB, HEADER 9704 Scale: 1 1/2" 1'-(d" IRONITE WATERPROOFING INSTALLATION. Date & FINISH MATERIALS W/ ELEVATOR PIT WALLS r BottoM 14, NOVEMBER 1997 ELEVATOR �P I T PLAN Sheet Number -C -El e` SECTION TA UELEVATOFRNO. 2 0 SCALE: 1/4" = 1 '-0" SCALE- 114"=1'-0" A6002 - III t I . .The actu a 14 -1 16 ' 10 2 T 50 C ®mn� aida * fs Way, 15 2 ll 3' i� �� � ����� Hill 0 o Chelsea, ❑A 02150 -889-4402 617-884-4329 Of VIZf 17 TO 19" . 21>(cII i y� M S AiELEVATION ZI ELEVATION �� ELEVATION 3/5" = 1'_O" 3/0" = 11-0" 3/0" = 1'-0" 3/5" = i'-O" Revisions 14 1 AJ 11 22 1� t 5 2 2 2 2 KEY TO MATERIALS: � 0 2 I_ CERAMIC TILE NJil 2. GRAB BAR 3. TOILET PAPER DISPENSER PREMOLDED 2'- II4. ROSE NOOK SEAT 5. TOWEL BAR NATION ELEVATION 8 ELEVATION �. SOAP DISH rJ ELE�,4TION ELEVATION E1-E 1, TOOTHBRUSH HOLDER 3/8" = 1'-0" 3/0" = P-0" 3/S" = 1'-0" 3/S" = 1'-011 S. NAND DRYER 21 S. PAPER TOWEL DISPENSER 21 10, MIRROR 11, MEDICINE CABINET 12, SHOWER ROD 14 13, HP GUARDS < OFFSET DRAINS Drawn 14. LIGHT FIXTURE 5 IE. SOAP D 15PEN5ER 1(o. EMERGENCY CALL SYSTEM Chocked 2 is 11. SHOWER ROD 4 CURTAIN HOOKS 5 -I Ia. CAST IRON TUS Seal.e 2 IS. NAND HELD SHOWER, WlloO" H05E � eve'+-iso►' 2 —� 4 ADJUSTABLE MOUNTING BAR Project 20, VANITY W1 PLASTIC LAMINATE _ COUNTERTOP, BACKSPLASH 4 SIDESPLASH 21. CLG MOUNTED L TRACK F/SHOWER CURTAIN Whitehall 13 22, SHOWER HEAD t MIX ` Estate NON-SLIP SURFACE �'-� NON-SL I SURFACE Ae ELEVATION 1 ELENATION 11 ELEVATION -12 ELEVATION HyamK ILIA 'Il I it 3 2I II - a� -� E3 21IIX30" j- 5'm 11 I I 31-211 VANITY q 53 - J 11-III. 11-10" 43.01 ,43,01 IE10> Ae _ \ m � ® Sheet TiNe Interior Elevations- _ Resident Toilet Room A � r HP Resident Toilet Room 111 4:1�> 53 ]Public Toilet Room 0 m , ,43,01 ONE PIECE, 60" FBGLASS m TUS W1 INTEGRAL SEAT 36"X48", ONE PIECE, 101—/ 11 Job Number FBGLASS SHOWER, W/ - II INTEGRAL SEAT 0M Date Sheet Number' 3 0TYP I CAL PUSL I C TOILET 2 T�'P I CAL UNIT 5ATHR0O l (5HOWE R) � � TY 'I CAL a-I.P. 3AT�IROOM A7,01 - I Th�7� e4 ,a x H OV21D W3015 W1830 W3615 OV30 � d�ct ura •�1 I,• \,I 1,. KE*' TO h'L4TERIr4L5: a 6" ADJUSTABLE PLAST. LAM. SHELF RETRACTABLE �� BREAD BOARD Way I . - fi L,45T I C LAMINATE COUNTERTOP ra �� C�®���m�c��� �� - --I(C �-f ,45Tf C LAMINATE .fit Admirars Hill p ❑ i e` 2 PL L a _ Q r� 5AO�KSI=LA5H 4 511DE5PLA5H Chelsea, MA 02150 — _ , _ w UJ/PLST. L1"I. f�ETUf�NS .� a — EXP05ED ENDS. Fax- 617-884-4329 ,n 3 — SIN<, FAUCET 4- SPfi�A""r 405E 4 - fRE'"IOVE,45LE 5,45E C,48(NET ; 24" 30" B15 30 REP. 1 WALL OVEN CLEAR SPACE CLEAR SPACE Lc; 31 HF fRE511DENT UNIT < ITC�4EN 3/.811 . = 11 _ 011 Revlsiona 6" ADJUSTABLE PLAST. LAM. SHELF OV2'1D W2430 W3030 W2130 W2430 W3015 W2115 W3615 OV30 3015 W3330 �- W/PILLERS ENCLOSED SHELF - iv EXHAUST HOOD WILIGHT 4 PAN 3 j i ` 0 MICROWAVE OVEN ♦ ♦ cn `� � LAY I L�J P\] u RETRACTABLE BREAD B ARD I 2 '� '� 1 _ 10, SINK 6" DEPTT MAX �� ♦ d o �� (� w `h �� 6-1/2" MAX SINK DEPTH Cq OP/ NO cv 4 / B30 SB30 a 10, 524 524 30" 15 I B12 30" 52-1 40" I� REP. rO WALL O CLEAR SPACE CLEAR SPACE REP. TWO DOOR, SIDE BY SIDE REP, Drawn Checked �IULTI - FUF;�FC5E ITCH N �4f= Scale T"'�F, fRE511DENT UNIT I T C H E N I - f=Uf;Rf=05EI E N , �41= 2 1 Project 1 ' - 011 3/es" = 1 ' - 0 " 3/8" = 1 ' -0 " Whitehall Estate Hyannis, ILIA } NOTES: A. ALL CA51NETR r TO RECEIVE WIRE PULL I—ARDU ARE 5. WALL5 5HALL 5E CAP,48LE OF 5TRUCTURALL"' 5Uf=T='OfRTINC WALL GA5 f NETS AT ANY LOCATION f ROT"I 4211 TO 54", A.F.F. C. H SINf< TRAPS 4 DIRAINS 5H,4LL 8E P LOCATED A5 CLOSE TO REAR WALLS ,45 POSSIBLE. PLUi"51NG PIPES 5HALL Sheet ntle SE RECE55ED, INSULATED Off GAUIRDED Kitchen Elevations D. ALL FAUCETS &HALL OPERATE WITH ONE HAND AND 5HALL NOT REQUIRE TIGHT GR,45PINC PINCHING Off TW15TING OF THE WRIST. 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DWG.S 50 Comm andants a . 11 . . . . . . _ . a' -. SURFAGE MOUNTED LIGHT FIXTURE, A.F.F. ) At �dmira s Hill -lII II SEE ELEC. DW .S opEN TO A�ovE e •1.-.q, .. . . o , 0 DIFFUSER, SEE HVAC DWG.S TCTele hone; 6 R7 �� ���� . !� 9 . 4 A,FF: o - ,. - 9 - AGT 3 2X4 VINYL FACED SWEET ROCK . . , : : .SEE 43.02 . :;'' . :i0_emu .. __...__ :F . ,ACT :Q , 2 _ '. L` < . . 2X4 WITH SCORED LINE `0 . O S A3 2 EE Imo'-(d" .,c,, . " ., . A.F. . . W F ACT 1 . _ i 01, .:. :. . c, 2X2 AY-fN AN G I INCs s : ..:'. • . . . . .:. ' :. . LL 7'II 0 SEE 43.02 .. :.:. a `, .: . ' :•..':: .'. .. , . . .. ;.. :.'. :..:. A:F.F: . : '; - LIGHT FIXTURES, SEELEC. DWCs.S I. A.P . •..... I. :.. Revisions IIL .. . .i. g.'- G� S B . . 0,_81 . GYPSUM WALL BOARD SMOOTH FINIS ••' .',..:.':'.:. .. .. QI mll . GW T.B F . AF. . GYPSUM WALL BOARD TEXTURED FINI5H GWBE .. . . GYPSUM WALL BOARD EXTERIOR SOFFIT BOARD ... ' . AM - AM . 1 :•-2�'••:' A.F.F. . a :F a.F.F. GENERAL NOTES: ' " . . . ., AUL TN I t�E ;: • ''a''" V TED GEI Cz 5 A A : ::. :.;.:.. . '.'..i - DN SLOPE SLOPE DN D 1, PENETRATIONS IN RATED ASSEMBLIES -o TO BE PROTECTED PER CODE, A.F.F. 4 D : DN DN 2. CM -- CROWN MOLDING . I as-•�"' 8'-O' _O 11 3. AM -- APPLIED MOLDING :.`.':. AM AM A. FF. :F.F. F ,g , 4. AEE -- 'ABOVE FINISH FLOOR SHALL :,'.::.. : AM .F.F. -o" :.. . . A MEAN TOP OF CONCRETE 81_ /� F.F. AT FIRST FLOOR AND TOP A.FF gl_oll I/TI_/T 11 A.FF. AYJF.FY./ OF CEMENTICIOUS TOPPING - CM GM AT SECOND FLOOR. ':s . .. oPFN r ABovE .. Drawn 7 . . . . D ,IFN UNDER SIDE Checked OF DECK TO •...: •: GK BE STAINED. t :sue,:„: - . ,Ap...,: '_,'` • n Scale 8 - AFF- 8' II A.FF . A.F.F. AF.F, 108"=1'-0" 9 v GM 8 -O 1 Project A.F.F. OII -O" 8'-0" - . a AM F. A.F. F.F. A.F.F. Wu� TEHA - A.F.F. AM - CM - I,._.I....-n.%.I..,I:.�I�I I1,.-,..*.:II:..*.I.....,�I.,I.,:.I..,I I.I-II.<.I_..III I?II I.I...�-....V,E.O%'......�I...,".....L CM a'F.0" ESTATE _, I?-fIC=22"11 . _ 11 0°e�\ g'-ol' AM g'-ra° F a FF ..1.I,1�.%-�.......,...I-:II,..I.,.-I:I:'*I.*s..-r..I�1_..�I*1.: .I:1..,..I,......1%aI......%.I�.I.. .I I I-. "'.o I..�I k... �I.i .,,.i.q���.:I,....-I,.�,...-"..-..:..,..,:�,_..::�:...,):.1:I..,,.....,...:,:..,..I.�:',.,�.)...'­..1.-..-:..-....%.,­�....:­....,'*�.��.,,;.�.I...�..::...,,....-, .�-...'.....-"A.:..,,,%.,....,..:..:.,.','I".% ..,4I.tt...,�,..*._.-.­�,.......1..I..-!.,.I.".,,...1.I...;1.I*1I 1. A.F.F. 9'-(T>" 9 '0 8'-0 AFF. A.F.F. - . a'_O" A.F.F. CM CM . - : .,..' " A.F.F. 0 1_ ,_011 1[-11yannis, a° - G/ V F.F.. A.F.F. F:F. ... 8'-O" 11 -011 A.F.F. o A.F.F. - /�. 11 . O I 11 A.F.F. O A.F.F. A.F.F, o mll 8 " :` . ... Assisted Llvir� A g a .�.:.; ..... 0 '_�I a'-O° . :,:A .I^._...,..:. Facility . A.F.F. 8'-0' ' 'AiF.P... -ra° A.F.F. 1.8,-FD"`,'• O - A.F.F. .A.I`.F` A,F.F. a'-O I' �� . o;... A.F.F. '.i �.L ju . . A.F. . •:,Q:F`'r::' . - L_ 4:FF:•• . . II 1 ­ . .: A.FF. . UNDER 51DE . VAi� Il=S.,. OF DECK TO - `,...-:A.�.P,:..-.. 8' 11 0 _O BE STAINED, A.F.F. A.F.F. . 0 �11 I�1�.®GI[ ESS I�I���T` S 0 11 .. A.F-F. \Tf ¶�79 ¶r�� �(� '�\ur �( {�\I I�'V '�\uY 11 1 V®� Il ®L W u.J�l V�� �y... ll ®1 V ��� SV_0 - -A .F. Sheet Title A.F.F. / -BOTTOM LAYER OF RATED e'-m"AFF. P CEILING 70 RUN CONTINUOUS. C I I n g I� CABINET DIMENSION 12" 2" 3-5/S"METAL STUD 501'�I7. I j. I O O 5/6"NON-RATED G.W.B. -V- 1. l AF Partial Plan . S'-0"AFF, RATED WALL T-0"AFF. ASSEMBLY . . SOFFIT DETAIL Di�Of= CEILING DETAIL G,45INET SOFFIT DETAIL ,4/AV.0I SGALE:.pI = II_01� 5�,48.0I .SCALE: 1.. , I�_011 G�140.OI SCALE:III I�_011 - . 1 Job Number . 9704 . Date . NOVENBER 14, 1997 . Sheet Number a . I I I I 4 o . - N II .. A N "- ti �_ . . '.,. - _` - . . � 11 . - � I . . . . - 'I. Ic 1. 1. . I . . I . . . I . . . . I . I I I . I I I . I . � I I I . . . . . I . I I I . . . . I . . . I . . . . . . . � . � ! - . . . . I I � . I . . . I . I I . . I . . : 1 1 I . . . . I . I I I I I . . I I I . I . I I . . I I . . . . . . . I .___ - ____ ­. ­ . . . I . . . . . I . . . . "I :. ....� I . . . I I . I . I I I i .. .. - --_-_ -.__ -..___ __..- -.. -. .,-_-._-_ -___._-_ -._ - ,JI. I .. .. .. A.F.F. ThL; Xf . n�ctura, l 8 -0" :., 8,::®.•.•...:. ' KEY: ��� :^:. 0 A.F.F. :4 :F: : ::: ::•.:.,.... . . ..'' 77 :' '. aRi?I .:..:;.::: '. ® RECE55ED LIGHT FIXTURE, o m .F.F EE ELEG DWC�S W . SI-0" ..':.•:::. .;. :.°`•• ,; A.F.F.-�'`:••,: :.. A D LIGHT FIXTURE, �t �d����11<� Hill 1C/ SURF GE MOUNTE OF°EN TO ABOVE © SEE ELEG. DWG.S A.F.F. Chelsea, A 02150 L-F8'-0'� ❑ • - A.F.F. .. � DIFFUSER, SEE HVAC DWG.S • Telephbne; 6 R 7®8 9®44 02 Fax; l�-884-4 329 ACT 3 7._0 2X4 VINYL FACED SHEET ROCK SEE 43,02 ACT 2 2X4 WITH .SCORED LINE f' SEE A3.02 '. A2X2TLAY-IN PANEL CEILING SEE 43.02 A.F.F. LIGHT FIXTURES, SEE ELEC. DWG.S - Revisions GWBS GTF &UM WALL BOARD ' SMOOTH FINISH ,F.F GWBT GYPSUM WALL BOARD —� TEXTURED FINISH -0° GWBE A.F.F. G'I'F'5UM WALL BOARD I _ EXTERIOR 50FFIT BOARD IX II 8_O 9-� 8 AFF- A.F-F- Q VAULTED CEI G THIS AREA D GENERAL NOTES, DN SLOPE SLopE DN 1- PENETRATIONS IN RATED ASSEMBLIES TO BE PROTECTED PER CODE. DN DN 2. CM -- GROWN MOLDING A.F. 3. AM -- APPLIED MOLDING fV -oil g'-�" __— A.F.F. 4. AEE -- ABOVE "PIN15H FLOOR SHALL F.F.' MEAN TOP OF CONCRETE AT FIRST FLOOR AND TOP A.F.F. - s'- OF CEMENTICIOUS TOFFING AT SECOND FLOOR. OFEN T ABOVE A.F.F. Drawn OL A.F.F. DMS,'E'F1 _ UNDER SIDE Checked S: .I BE STAINED, GEC A.FF: ;, A.F.F A.FF. 81_ � .�'AF� Scale 8'-(d .. A.F.F. .F.F, AF OrI Project F. 8'-O F.F, A.F.F. A.F.F. A.F.F. A.F.F. WMTE3ALL A.F.F. GM .F.F- AM •Y•. . . . AF.F. ESTATEA ,F-F. .F. . -AM g,_OI APP. -p' A-F.F. A-F.F. 8' CM CM A.F.F. �'-0" - • -O" Janml�s9 Ma. • A�:F:, � A.F.F. ;, 7 _01 7 -® Assisted Living F a C;I I i t A.F. - 8 a,-O I' A.F.F. 8 �? A.F.QF. /� 8 eK/ I`•. •tI -011 " . ` , 77 -011 A.F.F. :<. • .. ... _ �. O w •`fix•.=© .. 8' Id . . NDER SIDE OF DECK TO :' ...:: .,. S -0 _ . :• W BE STAINED. o F. �. A.F.F. '-.r• m : . \ A.F.F. 8'-0" 0 0I-oil S II J'-011 F.F. A.F.F. o F. Sheet Title Ceiling Plan First Floor Partial Plan Jab Number 9704 Date NOVEMBER 14, 1997 Amh� LM Sheet Number • A8.02 C t' N P Thrye- fte ctura AmhA.F.F. KEY: A.F.F. eam RECESSED LIGHT FIXTURE, SEE ELEC. D16.5 50 Commandants Way SURFACE MOUNTED LIGHT FIXTURE, `:: :•.:/�F.E`,: •.<'. .. ' "'. :;: ; ;`..SEE ELEC. DUJG.S At Admirars HflR 0 DIFFUSER, SEE HVAC DUJG:S Cheisecc , MA 021150 8'-0 ®a A.F.F. `telephone; 617 889 4402 ACT 3 2X4 VINYL FACED SHEET ROCK A.F.F. Fax9 ®���®���� SEE A3.02 App., 22" x 30" ACT 2 ATTIC ACCESS 2X4 WITH SCORED LINE SEE 43,02 f-L f�, XXX ACT 1 2X2 LAY-IN PANEL CEILING SEE A3.02 CONTINUOUS - SOFFIT VENT. ... f LIGHT FIXTURES, SEE ELEC. DUJG.S 7t-/nll Gtl.UBS A.F.F, Revisions GYPSUM WALL BOARD -0"' EXT " SMOOTH FINISH REFER ITO EXTERIOR A.F.F. DETAILS. GUJBT rxYFe)UM WALL BOARD . TEXTURED FINISH r:zW5E A.F.F. G -f=SUM WALL E 30ARD EXTERIOR SOFFIT BOARD A.F.F. GENERAL NOTES: 1. PENETRATIONS IN RATED ASSEMBLIES TO BE PROTEGTED PER CODE. IF r-O .. •.;.•.::�..� ' 2, CM -- CROWN MOLDING ':` '' 3. AM =- APPLIED MOLDING 4. AEE -- ABOVE FINISH FLOOR SHALL A.F.F. MEAN TOP OF CONCRETE AT FIRST FLOOR AND TOP A.F.F. OF CEMENTICIOUS TOPPING �M AT SECOND FLOOR. CM A.F.F. Drawn o LPl�'S,IC 19 -1'-0" Checked " 8 -0 A.F.F. GK A.F.F. 1,-0" A.F.F. Scale GM o A.F.F. p A.E.F, Project S -0u I LL= A.F.F. AM WMTEHALL GM A.F.F. 'JG11r%T•L17 8' "_ ESTATE A.F.F. 8'-011 Ilk • A.F.F. g _0I 8'-0" A.F.F. HyaI�11T11 s, Mao IlkA.F.F. 7'-011 - 'V :<,/ .•: p A.F.F. -.A rI=*. ::: . 8'-O" A.F.F p o AF,F, A.F.F. .._4.- . 0 0 A.F.F. A.F.F. . .:•"•, '.:.. A. a'-0" Assisted Living .. A.F.F. 2 A.F.F. Facility n G'-0' A.F.F. -0 11 22" x 30'' G/ / ATTIC ACCESS A.F.F. HATCH..•J; A.F.F. 8 -0 8'-011 A.F.F. . . 0. F A. F - .. • A.F.F. •A:F. ' - p A.F.F. I I o ', III o -0" A.F.F. A.F.F. A.F.F. i it it i o _ L. A,F.F. Sheet Title I' Ceiling Pan / Second Floor Partial Plan � I Job Number 9704 Date IT= FF NOVENBER 14, 1997 Sheet NumberA8c0j j o T I Y The . •'F F.' 7_0� 11 ArchAect U ran 8�'-O rTF 8 -oil /7� QQ �. K/ JL_ E 0 I :; ..:.•..:: •::. ' — RECESS,�D LIGHT FIXTURE- SEE a A.F.Im. .. � O , ELEC. DWG.S A.F.F. `. 81_ " SURFACE MOUNTED. LIGHT FIXTURE, 50 Commandants Way Y.. a SEE ELEC, DWG.SA.F.F. At Admira s Hill A.F.F. DIFFUSER, SEE HVAC DWG.a Chelsea, MA 02150 ACT 3 Telephone; 61.7-889-4402 71-011 2X4 VINYL FACED SHEET ROCK Fax; ®884®4329 SEE 43-02 22" x'3011 _ ATTIC ACCESS ACT 2 HATCH. 2X4 WITH SCORED LINE , 5EE A3.O2 � � ,• ACT 1 2X2 LAY-IN PANEL CEILINGS F. 8' SEE A3.O2 • CONTINUOUS SOFFIT VENT. 7'-O" FL— A.F.F. LIGHT FIXTURES, 5EE ELEC. DWG.S CxWBS Revisions 8'-O" GYPSUM WALL E3OARD . EXTERIOR SOFFIT SMOOTH FINISH - REFER TO EXTERIOR mO 4.F.F, DETAILS. A.F.F. GWBT GYPSUM WALL BOARD . TEXTURED FINISI-4 7'- GWBE A.F.F. GYPSUM WALL BOARD EXTERIOR SOFFIT BOARD 7i_/J1II WIN A.F.F. GENERAL NOTES: I. PENETRATIONS IN RATED ASSEMBLIES - -- TO BE PROTECTED PER CODE. -� 2, CM -- GROWN MOLD ING A.F.F, :.A;;FFT''• 3. AM -- APPLIED M®LD(NG 71-011 ;.a.�'Q� OL 4. AEE -- ABOVE FINISH FLOOR SHALL A.F.F. MEAN TOP OF CONCRETE >.. Q, /mil . AT FIRST FLOOR AND TOP AM A.F.F. OF CEMENTICIOUS TOPPING AT SECOND FLOOR. CM A_F.F. A.FF. A.F.F. Drawn o D ,lFN 7'-O" 8'-0" Checked il �� 8'-0° — A.F.F- C/ v A.F.F. A.F.F. A.F.F. 8'-O" CM Scale Oil - A.F.F. Project A.FF. WMTEHALL A.F.F. CM &I_/T II A.F.F ESTATE OL A.F.F. 7'_011 o .F. Hyannis, Mao 7-011 A.F.F. 7'-0" A.F.F. F. 8 =011 o \ - Oil-oil A.F.F 7�-0 A.FF, o F 7,_011 8'_011 OL 8'_011 AFF, o Assisted Loving FacilityOL 22" x 3011 • 81_011 A.FF, ATTIC ACCESS A.F:F. A :F: HATCH- 8'-011 _ :g 0 Q -� 8'-SC/" 1 11 A-F-F, 7 _ O A.F.F. ..` •;' '��•: - .. . . o F. :�•= 8'-Oil 7 -oilW :.... y;. 71-0" • - 8'-O" o F. 8 -O" o -011 8'-011 A.F.F. A.F.F. A.F.F 71 -011 - Sheet Title Ceiling Plan Second Floor Partial Plan Job.Number 9704 Date NOVRMBRR 14, 1997 Sheet Number o o N - * A8o04 c o` i t' 22'-9" 5'-3" 22'-9" 4'-0" S5 S5 it lill 1 �= ,- � � i � ij ..ram,-F"S ♦.e •.. r...T; 'S"i-, V 2'—Q" WIDE FTG I I 2'—Q" WIDE FTG. r . '' ,, •) 1 I I 11 ,. " 8' CONC WALL II 8" CONC. WALL 2x601 a O.C. WOOD I ;' I I I I ....................._....v._..............L._ 2xs®l s" O.C. ►� l STUD WALL UP (TYP.) WOOD STUD WALL UP (TYP.) it it it ; I i } ------ ---- — — cam':`' r it r- --------------� I -- ----------- o � '` , I M vt+1..i' '_.74 ;�.dy:x 3ez .l "i.il 2i , 1 r w .. � ( ( �.i.:.��`��': i'.ate.. �Fj��r'.f ................................_._............._.........._........._ ,,.= 8: t I ----- . -- -- I I 2'-0" TYP. FOR LOCATION SEE ARCH. DWGS. (; yI%OF it ROMU nas I'.:: I I IM. it vl_irAs I I I I I UC1uw�t. I t/1 fl&�.24792� t; I 2X6 016" WD. STUD I � ! I } BRG. WALLS UP (TYP.) j I I 00 I o CJ Ld w ' r— I I .• I zw J N rl S5 = z RwAslons ; it It 0 I-U- Q o �- _...........................: ................_....__..._................-.___.._......... I I i , I 10'-4" 11'-1 10'-0" 7 -10" 5'-6" 5' Q" 5'-6" II I I i I I CJ ( cJ ; ,, ro ;. • - 3 e0 DENOTES CONTROL ( ( I 4" CONC. TURN DN. I JOINTS IN SLAB ( ( I S5 �t SLAB W 6x6-1.4x1.4 I I (�•) I I I ( ( N W.W.F. (TYP.) I I I I I ( SHADED WALLS DENOTES — FN . WALL -- — — I C ANGE IN D � I I I I I S E 2/S. o I CJ I ( CJ rA L — ------ F4.0 .-----1 I---- M S5 FLOOR CONSTRUCTION I ( I 4" CONCRETE SLAB ON GRADE W/ 6x6 1.4x1 4 W.W.F. T.O.C. EL. 0'-0" I \� , I I I I I Drawn II I I I I i J-7- - 10.I I 12 -o" (TYP.) RM CJ ch"It d 77 z, C2 I >w J \} I 5 ; S _ .J L__J Scale - :: u ———————- / , \\ I I it C2 -3 4'-0"x4'—Q";x1'—Q" Propat �, z v F4.0 v REINF. W/& #5 E.W.B. -1- -L----------- -- ---- ------� I„ L WH�TEHALL • \ / Y 2x6®16" WOOD STUD 6X6 PARALLAM BRG. WALL UP (TYP.) cJ COL'S. (TYP.) ESTATE \ r it 6 ' I Iit it S5 — — / I x1'-0" W/6-#5 E.W.B. 41 : / / Q � too F �, -..t7\f \ rJ � . / \`' �� \ S.5\ C2: TS4X4X /16 (TYP.) c / // //�/ '' \ i \ it ; \pN GAP / / ��\ /� //•�\ \ `� it 0 6,, / �'. SCR �iF• \.. \ 'o� v;,i / / ro / / / /' \\ o• 000 , _ , Goo G6.F6 O \ / // / : /\ ; ' \ \. / 0. ,.9 1 Ile '��0 .41,1 \ �,/ // // =s ./ 1'-�' Assisted ti6 0� O ``// \C'v ;:� .r> 1-1 /� �\ <`` : v� // ( L,1V1I1g F �\ ,Y .� G� �� \ =: ' -i 1 Facility ,:: -,r : : . < - 10, v �\ 00, �e \\ \_�/ / / \ \ / \ 10, \\ \ / /.\ \\ / \ \ %,c' \ \ WOOD STUDWALL \ \ 00 l000 -�. ��. \ .\ S5 o or 1. Q lP ol- DENOTES 6X6 TR TED I \ 1>\ 0-1 ;•. ;: WO D PAR \ J• . \ ON 12" DIX SON TUBES \ \\ / / /`r'•;, \� 6G• \`\ ' / W/2—#4 AND A 2'—Q"x2'—o"x8" THK. \ \\. \\ �,/ „�/ // \�/ '{ \�'� S� 1 FTG. SEE 2/S.5 ( P.) \' "f / ` \' VEITAS & VEITAS ENGINEERS INC \�, \ ` \ ��( ' 639 GRANITE STREET, SUITE 100 \ \ <-% / / '" \ �` / \ 6'—Q" 8'-0" 1Au- 8' TEL INTREE, MA 3 FAX 781 849-2 84 G• yes / / nv // / G� \ •�\ \.;�/,,.r•° A: \.\ BRAINTREE MASSACHU(E jS 02184 loe rd, � Gp�G• \\ �,� 65 ' . // :k \ \,;\ \,� /� > // `L{5• p�5 16$-311/15 13'-93/16" 10'-11/2 9'-0" 27'-6" snot TSB. oo FOUNDATION PLAN FOUNDATION AND FIRST FLOOR PLAN (LEFT � \ \ no-koWALL 4 2� UNDISTURBED TOR COMPACTEDION SHALL RSTRUCTURAL ON L FILL HAVING THE CAPACITY OF 2 TONS/SQ.FT. 1 FOR TYPICAL DETAILS AND GENERAL NOTES SEE DWG. S.4. Job Number aC? \ \ "f / ,\ 2. F-- INDICATES FOOTING MARK. 9704 3. C-- INDICATES COLUMN MARK. 4. (---) INDICATES BOTTOM OF FOOTING ELEVATION. Dc" / 5. TOP OF INTERIOR FOOTING ELEVATION SHALL BE 1'-0" BELOW 14 NOV.1997 FINISH FLOOR ELEVATION U.N.O. \, 6. BOTTOM OF EXTERIOR FOOTING ELEVATION SHALL BE (-5'-0") U.N.O. shot Number 7. REFER TO ARCH. DWGS. FOR MINOR DEPRESSIONS AND SLOPING CONCRETE 'FLOORS. 8. TOP OF EXTERIOR FOUNDATION WALL SHALL BE EL. 0'-0" U.N.O. 9. FOR LOCATIONS OF INTERIOR BEARING WALLS SEE ARCH. DWGS. S. IL ALL INTERIOR WALL FOOTINGS SHALL BE CENTERED UNDER WOOD OR C.M.U. WALLS. i 22'-9" 5'-3" 22'-9" it r: __ �-—— ———? r _.±+ _ ! f1l ,�� -'> P';; ;"— (/{.�� yet. Vii :; ,I : wl „ 2'-0" WIDE FTG ._ <h .. u ......<.� 4.,� __ `_ kk . M.. '� „ r .. 2 -0" WIDE FTG. L I I t' . tl, 8" CONC. WALL _ it F 8" CONC. WALL to — - , ; , it , 2x6(�16" O.C. I I ; . I MOW O.C. WOOD STUD WALL I ( I WALL r 8 WOOD STUD UP (TYP.) UP (TYP.) r! ------ — , is a a \� da; 1, w1\ F ,aa^;e it I / CJ I I I — ---------- —� , II .................... it _t— S.rl—i•f- tom= , 1 a I . it t it rs Ass, �4�:..._;r \ Iit as , , ; , 1 ... ' t. i I it it , i .... .............. ....... ... ................. :...... .. ; .............. : i II IY (TYP-) IIr I i t3 �,Lta a JI.' I ) FORLOCATION I P S5 �� SE ARCH. DWGS. I t e gal.� s�Flucruwu. �NO.2o7I32 Vi ( 2X @ A WOOD STUD) , it it 6 }` I I BR LkS UP TYP. Ca I S5 3 ir p. W it I j——I i it ——� • w it , i , , _I 1 I — ,. II I I 5 , �- it — S5 „ it =Iz , to04 I I I F— ' Q � � 0" 5'-6" 5' 0" 5'-6" 7'-10" 10'-O" it it 10'-4" I I I }.. .........._....... 1 II iit I , J ; it CJ IJ ; ; ; I 3 �;it -, DENOTES CONTROL , II r , , S5 __....._...__......._._._..__.............. ..._,..__ i IN ' ... I ( ;.. (TYP.) S - 4 1R4 W.W.F. LAB t• � } ..., ( LAB I I 4" CONC. �i ( I I W/6x6 1. _J L____ o SHADED WALLS DENO ES I I ( r ( i (TYP-) — o ( CHANGE IN FND. WA rMl b SEE 2/S.5 I -}....................... _ it I , o _...._..... k 6 `` YS5it M ; it I, cJ I LJ " ........ ------- ------°) HAUNCH C.M.U. WALL I ( ( I I -- ---- FTG. DOWN TO TOP 0 EXT. WALL FTG. r.; r S 5 3 j � I I-J FLOOR CONSTRUCTION _J L_ 4" CONCRETE SLAB ON GRADE - / \` W/ 6x6-1.4x 1.4 WWF. ' i /—— — T.O.C. EL. 0'-0" ....... _J L_ ......................_........_.....................�..... —\ 1 5 `fit 3'—Q» I I ( it Drown 2'-U' (TYP.) ( 12'-Q" (TYP.) ( ( I I , ' `3�' RM 6 L....... I - j­r . L l 8" C.M.U. FIREWAL I ( I ._ ( Chocked S5 I I o ' I REINF. W/#6®32" I ( I I RP it it 3 it I I j I I I SS SOW. — -- ------- ,; r�' L —� 4'-0'x4'-O"x1'-0" IN P.q.ot N.B. REINF. W/6-#5 E.W.B. _S —1 r —L--------- --- -----------------\ \\ i'�i WHRTEHALL .M I 6X6 PARALLAM I 2x6®16 WOOD STUD ( I \ \ j` !! OI it11 : itOL'S. (TYP.) w CJ' BRG. WALL UP (TY .) , \\ \ \\ y -°`\ __.j / pl. \\ J�/ \\\ 6X6 TREATED WOOD ESTATE �/ `� PARALLAM COL'S. ON , 1: 6 ` /• \ 12" DIA. CAISSON (TYP,) It i �• ; , ' RE ' -• /; , , , , INF # C.M.U. WA ( \ •'` f I � '• 529' All 70" Hyannis, Ma. 1.;\. r� it it `HkINCH/C,M�.IJ :'WALL FTGl:: \ \ / \ \\ ) !!` r` f ..,,,ji ��• 7�'r s� ti \ G� DOWN ,r('a �flP OF`--EXT. 0 '`i \ N----- .�` ----- ------- r'='�' — WALL/FTG. r'..: / „/ \ \ / 'i` O `yF GN �JQ 40, » rLIT �. •:. �� ! �.. �, �- Assisted Living \ c � JI r\ \ Cam. ;'• ' \ �o h 1 I \\ \ ::. ; !, ! c \ \ \ '�r:� 4• , f \� ti�� 0 9 Facility 76 3 p I / \\ 1I V / "J r i\\ \\ \ IN 2x6� 6" O.C. f/ WOOD STUD WALL 1 ii f' , ; it ot zi IN it \ f 2 h / \ is r f -•n / , iji ' ,o .' DENOTES 6X6 TREATED \ `` J \ !j WOO PARAL COLS. �q��SDp�- ;r \ \\ ` V \ J / /'�/ / i// �f ~\� /::' `� •. ON 1 DIA. S NOTUBES THK. W/2 #4 AND A 2'-0"x2'-0"x " THK. FTG. 'SEE 2/S.5 (TYP.) N_;5 v v VEITAS do VEITAS ENGINEERS, INC. 8 -0 10 �-0 8 -0 6 -0 / o �: i c� \ \ \ \ 639 GRANITE STREET, SUITE 100 �� \ '�_�„ .: ;� � r / \ \ \ BRAINTREE, MASSACHUSETTS 02184 -� J' z: \ ' TEL (781)843-2863 FAX (781)849-2065 s F 27'-6" 9'-0 10'-1�/ 13'-93/ 16'-3>>/is shed TM* 1.0 owl FOUNDATION PLAN 7 FOUNDATION AND FIRST FLOOR PLAN (RIGHT) \ ,l' /r NOTE: / WALL FOUNDATION SHALL BEAR ON NATURAL V 1 SS UNDISTURBED OR COMPACTED STRUCTURAL `� FILL HAVING THE CAPACITY OF 2 TONS SQ.FT. \ / NOTES: 1. FOR TYPICAL DETAILS AND GENERAL NOTES SEE DWG. S.4. Job Number 2. F-- INDICATES FOOTING MARK. 9704 cti 3. C-- INDICATES COLUMN MARK. `V 4. (---) INDICATES BOTTOM OF FOOTING ELEVATION. °ati \ 5. TOP OF INTERIOR FOOTING ELEVATION SHALL BE 1'-Q" BELOW 14 NOV.1997 FINISH FLOOR ELEVATION U.N.O. » j 6. BOTTOM OF EXTERIOR FOOTING ELEVATION SHALL BE (-5 -O ) U.N.O. shot Number / 7. REFER TO ARCH. DWGS. FOR MINOR DEPRESSIONS AND SLOPING .\ CONCRETE FLOORS. " 8. TOP OF EXTERIOR FOUNDATION WALL SHALL BE EL. 0 -0 U.N.O. } 9. FOR LOCATIONS OF INTERIOR BEARING WALLS SEE ARCH. DWGS. Sa 10. ALL INTERIOR WALL FOOTINGS SHALL BE CENTERED UNDER WOOD OR C.M.U. WALLS. t�� 11 2X6016" WOOD STUD S5 Fhe EXT. BRG. WALLS (TYP.) ii - o � , D it te it it it Fe am ,. it 20 E W 0 : ' 20 Eit ........... W TR S ES �► '— " •C TR S ES '— »i .0 W � Syr 50 Commandant., P. At Admirars Hill STAIR NO. X Chelsea,MA 02150 ..Y I \ti Telephone;617 889- 4402 Fax; 617 884 4329 ....... . . . it , FLOOR CONSTRUCTION 2X6016" WOOD STUD 3/q" T&G PLYWOOD FLOOR DECK a EXT. BRG. WALLS GLUED & NAILED. N ROMUALDAS .... . (TYP.) . ;r , Q M.VEITAS i; IyTuU `` � 1 1 S5 82 2X6016" WOOD STUD EXT. BRG. WALLS (TYP.) Iw t" 1 1 W o Rwblone S5 Z a — . .. . . . .:::: 0J Z : i: =1Z (J to ROOF FRAMING (_ U . ' PLYW OOD ' PL Q U) W ( ') LL. w co: w 77) CY- cn „ AT I 3 3 2-2x12 2-2x12 — — — — — w ' w :. , o � �6 0 V b x1 1 x , 'I �. rb0 e0D z00 s- - N N N J 0 2 16" L N - J N t0 0" D EP WO D `� .;:''' 2-19 LVL i x .� R SS S '- C.C. Drawn ................ ) , 1 OPEN BELOW ch..k.a v7 6 ; , sr- RV , I ...._............... . ........._....._._ Scab O 2 Project 1 0 1 2 Q . ..: ... . ._. . . . .. .... . . ...... .• ' P IM E ' - • x 1WHITEHALL S UD WAL A C. .0 \ EL HA �' 21 \ 0 O W OD L ON Y. _ _ ESTATE \ \ _j to G A X 2 ann Ma. . .. . ... . . ... is, M \\ . O \ \ 0 Assisted Laving 2 2 1 2 2 Facility 05®�C'`''(O S`P' l \ = \` ` e:> ® - \.., \ .-=�i \ `\ S5 2 2x12 'jRL SIE L 04 � __;` •' - •\ ' \.:... \ � \\ ` \ \\ „----- PROVIDE I :: 2x6 CLG. I c� JOISTS FLOOR CONSTRUCTION �, S�, \`• 5 \`' 2 T U S 2' /4 T&G PLYWOOD FLOOR DECK x '" r0 O \\ it N N \ \ O \ O . \, GLUED & NAILED. '\ a 6 6 v \ 9i \. - :- . �, s p \ : \ \\ `L \\ c ..... .. a .'.1: k O 2 i I it it it it I �:\ \\ I 0 0 VEITAS do VEITAS ENGINEERS, INC. .. \'•,> \ �~ \;r ' BRAINTREE, MASSACHUSETTS 02184 639 GRANITE STREET, SUITE 100 a 6 7 1 849-20 5 TEL 781 843 2863 FAX $ \ FLOOR CONSTRUCTION sheet Tft T&G PLYWOOD FLOOR DECK g(JO \•. \, ,, \\ \ 1 ® ,� GLUED & NAILED. COTES: SECOND FLOOR 1. FOR GENERAL NOTES SEE DWG S.4 FRAMING PLAN 2. GT INDICATES GIRDER TRUSS. \\ 3. AT EXTERIOR WALLS PROVIDE ONE JACK STUD PORCH ROOF FRAMING SECOND FLOOR FRAMING PLAN CLEFT ) FOR SPANS UP TO 4 FEET. FOR SPANS OVER USE 5/" PLYWOOD --r 4 FEET PROVIDE TWO JACK STUDS BENEATH ALL LVLS $ 1 Ar = 1' - 0' OR BEAMS UNLESS NOTED OTHERWISE. AT INTERIOR (TYP.) PLATE HEIGHT = 12'-0 ABOVE FINISHED FLOOR WALLS PROVIDE TWO JACK STUDS UNLESS NOTED OTHERWISE IN SCHEDULE. 4. SEE ROOF PLAN FOR LOCATIONS OF POSTS 5� WOOD JOIST LOAD SCHEDULE TO SUPPORT ROOF GIRDER TRUSSES (GT) ADDED STUDS PLATE. END FROM GROUND FLOOR TO\ �6 AREAS SHOWN THUS: LIVE LOAD 100 ® G• 5. TRUSS SUPPLIER SHALL SUBMIT TRUSS DEAD LOAD 35 TOTAL 135 LB/SF AND LVL HANGER INFORMATION FOR APPROVAL. CORRIDORS: LIVE LOAD 80 6. AT1 INDICATES ADDITIONAL TRUSS ALIGNED UNDER WALL ABOVE. Job Number a c� DEAD LOAD 35 7. AT2 INDICATES ADDITIONAL OFFSET TRUSS TO ONE TOTAL 115 LB/SF SIDE OF 8. FOR HEADER T SCHEDULE SEE DWG. S.4 8�04 ROOMS: LIVE LOAD 40 9. REFER TO WOOD HEADER SCHEDULE ON DWG. S.4 Dot. ' DEAD LOAD 30psf+20par ition FOR SIZES OF HEADERS AT DOORS, WINDOWS AND 14NOIP.19K a •n ,� TOTAL 90 LB/SF OPENINGS IN BEARING WALLS. PROVIDE JACK STUDS PER SCHEDULE. sheet Number SQzL / f i 11 2X6016" WOOD STUD S5 EXT. BRG. WALLS (TYP.) if f °� � Amhiter%'`mot.,E t l� ; LEi ,, ii • 11 he F ;'t 2 D Lj E? W OD 2 D EP W 0D fZ SS S '— " .'E TR SS S '— " .C � �. �t ii if if 50 C onunandant ',A At=Admira s i STAIR NO. I,' ,.., I • it i i l 7-� -4402 II i ep one; _ . F 1 � 329 if ` 8 7-� 4-4 ; . II I ;k1 AT2I if , ....... .-.. , ..... . ......... .. :,.... ,. if 10 2X6016" WOOD STUD ' G WALL EXT. BR S ............ (TYP.) ROMUALDAS J M.YERAS STRUCTURAL a► N 11 No.2o7s2 :... N _....................................., ... I S5 �Qt 2X6016" WOOD STUD - i , 0 EXT. BRG. WALLS I' S (TYP.) it i if Li W 'AT2 i RsWstons z S5 if W 0 ;i ; it R CONSTRUCTION Z Q U :....:............... _.._...... ca �4 • I ;.. ..... T&G PLYWOOD FLOOR DECK Z - . GLUED & NAILED ROOF FRAMING ='Z - : USE 5/g PLYWOOD (,) ® :::::®► (TYP.) I— N ; i Q w 1 w ROOF FRAMING uj � 2x12 _ USE 5/g PLYWOOD _ _..... o LVT AT2.is o44 _..__ — -- — 2-2x12 2-2x1 N N 1212 1 ..._...... 2 12 2 x1 v C) if C14- _.__.._.._._... if N x x 0 1 0. to W t0x if AV if N N N J a _..._...__....._............._.... i of 2 16" L L ,` ,if T l� N N,......... 2-14" LVL D ' � � DE P 0 • • USE 2' O.C. ''� Drawn RM 1 .. .... Ch kid OPEN BELOW S if 7-777. it if BY zi ........... _............................ sea.i 1/8'�l''•a' if i Pr .ot LF i` ........ _.. f'�`` / S D A A CWHITEHALL it t . .U. ?� f F� EV S FTif if LV S i A 1 < . /' ti i 0 0 W OD O R ESTATE if i 1 if -3 / gg�� 1�1]H a 2 o. ann i ,4. / Y _ is 2X6 ® 16" WD. STUD .......................... rzi / EXT BRG. WALLS TYP. r AR Assisted Living 11 `�. . ; " :> ti '� s F Facility — x1 — x2 2 21 12U4 ,• :. - !': 3�O Tqi 2-'7 . 2 2x12 S5 /i .J' �., z i i �Q ;:` i fi:✓ ,! s O TUSS is F T G O � is i .j,. /Iro E9T •C r° N N J N N — PROVIDE x6 CLG. i 2 JOISTS I ® FLOOR CONSTRUCTION \• )ECK /q, T&G PLYWOOD FLOOR E T U S S 02 GLUED & NAILEDif . r'• ; a , • fj i R r if if =L Zl� 0 0 VEITAS & VEITAS ENGINEERS, INC. '& ' 639 GRANITE STREET,: SUITE 100 BRAINTREE, MASSACHUSETTS 02184 FLOOR CONSTRUCTION TEL (781)843-2863 FAX (781)849-2065 I, 3 " � O l� `` .•F�,`.:f i'`;_ ~``• :'i f ` 2 sh..t nn. /4 T&G PLYWOOD FLOOR DECK GLUED & NAILED. ` � O 6" '�� °°O SECOND FLOOR S j o FRAMING PLAN `! 1. FOR GENERAL NOTES SEE DWG S.4 2. GT INDICATES GIRDER TRUSS. SECOND FLOOR FRAMING PLAN (RIGHT y� 3. AT EXTERIOR WALLS PROVIDE ONE JACK STUD / _ , `� > FOR SPANS UP TO 4 FEET. FOR SPANS OVER 1 8" — 1 — 0 A°R � 4 FEET PROVIDE TWO JACK STUDS BENEATH ALL LVLS PLATE HEIGHT = 12'-0" ABOVE FINISHED FLOOR �/S Cy O ..• OR BEAMS UNLESS NOTED OTHERWISE. AT INTERIOR Fs R ti i WALLS PROVIDE TWO JACK STUDS UNLESS NOTED WOOD JOIST LOAD SCHEDULE (RAJ /1 p°FF�p .� ! ~ ' OTHERWISE IN SCHEDULE. hyo gSj,Nc Fs�r '�� 4. SEE ROOF PLAN FOR LOCATIONS OF POSTS AREAS SHOWN THUS: LIVE LOAD 100 ( ) O �jyA B 6� TO SUPPORT ROOF GIRDER TRUSSES GT DEAD LOAD 35 �'G OOo i 2 yY ADDED STUDS TO END FROM GROUND FLOOR TOTAL 135 LB/SF �Y,q S -� TO ROOF PLATE. 5. TRUSS SUPPLIER SHALL SUBMIT TRUSS CORRIDORS: LIVE LOAD 80 AND LVL HANGER INFORMATION FOR APPROVAL. DEAD LOAD 35 cti 6. AT1 INDICATES ADDITIONAL TRUSS ALIGNED UNDER TOTAL 115 LB/SF ti WALL ABOVE. Job Numbs 7. AT2 INDICATES ADDITIONAL OFFSET TRUSS TO ONE g�ipll ROOMS: LIVE LOAD 40 `v} SIDE OF UNIT WALL. DEAD LOAD 30psf+20aartition 8. FOR HEADER SCHEDULE SEE DWG. S.4 Daft TOTAL 90 LB/SF 2 }�0 9. REFER TO WOOD HEADER SCHEDULE ON DWG, S.4 14NOT 196'J' r WINDOWS AND FOR SIZES OF HEADERS AT DOORS, 2 ,\ OPENINGS IN BEARING WALLS. PROVIDE JACK STUDS shot Numbs ? r PER SCHEDULE. i S*2R0 i - - r j I ' 'i MOW WOOD STUD ; EXT. BRG. WALLS ; (TYP.) — x 1if TM if ! : i ? IIt��1 -.<'"r":=`i)�'sf:�:.r ter,i-',.' '`` .r,�.�;, �, °i"'-5&"v�!• 1 t i GT 1 ' „ it , Y ,I , ; , if it " FLUSHit FRAME r „ „ ;i (2 y!?!' , if ' ...._ .r�§1+, r .u}�.+.� ire- 5'CAlR—N0. X ^� C•^^� fJ ?lam-; r ^��. a r A02150 , ?••� S 1 1 i i —_ `.,.,,w•11.�Lti.:a atl.,��*...°•v�..di,s .e+.�w...'3,5:.. { if i ;i,fin" E 9 ........ t...i. , i ;: x P , AN i } .............. it • — — , _; :( ; : OF .. .. ........... i , , ,i S A�9 � I 2x6016" WOOD STUD ROMUaLDAS ;: EXT. BRG. WALLS M.VEITaSS (TYP.) STRUCTU W.�78^ o if ............... i - Up 2x6®16" WOOD STUD 16 i; ;i......... _. --N VIARG. WALLS (n fA „ i; 7; if ;, .... ..... i, _. (TYP.) � U � v .; .....................-.......................................................... i m � ",. W x AN FF , ~ — 13 V) R.w�on. 00 — - — N - S5 iZ — 0 10 „ „if i I L R� — = z I z 2x4 0 16» WOOD STUD JOIST HANGER — _ USS BR . WALLS �I U (TYP.) _ if 0 , QI v; o _............._....._..._..........•.. n........n.:_..., 1 i; �&>............. .... ... 6' UD , _.....................__......__.._-.._.....; 2x6®1 WOOD ST ......................... ..._....._..._.._..._..._.......... !_ ( )BRG. WALLS ROOFif' ' TYP. BELOW ; _ z , s i 1 , ROOF BELOW it rl3 I_ Im ROOF BELOW R S5 if _ , ;, , , „ _:: " T ' _............... ...__...__...._............ _ ROOF CONSTRUCTION - if , „ ; . , .....................: . 4641 » PLYWOOD ROOF , , ;; if it DECK. it it t i it — COMM N Tit R SS S i i C. i VALLEY SET _............._..._........__._...__.....-...... , ........._.......... , r.................................................................. PLYWOOD R00 GOOF CONSTRUCTION s/ I T&G PLYW F Drawn DECK RM E ,i i h C GIRDER TRUSSES (GT) e iit or - RV TO BE DESIGNED BY 2x 6" BR . -- -- — i W LL P. ii f... .( TRUSS SUPPLIER ' — — „ I scale „ ; ; ; if t — ; ...... .......... ...... , ROOFCONSTRUCTION ' � ' �" 5 '�� .�. � - !' — — — IDG Pral.ol PLYWOOD ROOF �J DECK. — — ti \ \ — — \ if i ..... ....... _ . r — \ \ • ; i 1it if I WHITEHALL F i it ff3 it ti i 10 \ = , O , ESTATE it JOIST HANGER \. - _ (TYP.) �, : t i ; it fi ,i \ \ 1\ it \\ - — \, _ ]Hyannis, Via. it it J \\ ;i \' \ i.. \ i �� : \ \ ON \ \ \ — if it it it it ccif it it if it it MOW WOOD STUD ��'O \` G� \ \\ \ � �\ \ \ �" � r EXT. BRG. WALLS (TYP.) \ \ \ \ \ \ `\ ^'�\ I , `\ Assisted Living OQ�1 \. l\: �" :` .,' \\ \\ \ '? „ LIROOF BELOW Facility 2-1 If 2x6016» WOOD STUD EXT. BRG. WALLS 13 (TYP-) , \ r \ \\ i N � , \`. — x 12 CD 77 J �' r .= -- `'\ "\ \ -\ r\ \ \ 2-2x 12 f-2) 12 2x10 INFILL JAGKSET (TYP.) (7/12 SLOPE) 2X10 INFILL AS REQUIRED f 'r \.y c ` ;� VEITAS & VEITAS ENGINEERS, INC. N. 79 SHAW STREET, BRAINTREE, MA 02184 Tel. 617-843-2863 Fax. 617-849-2065 yt \\ 2x6016» WOOD STUD "\ - '\ -=�� \ \'\ \ ROOF ShoO Me EXT. BRG. WALLS \K 6 6Q \ \".� \ \BELOW ROOF FRAMING PLANROOF FRAMING PLAN (LEFT) 1. PROVIDE 1 JACK STUD AT ALL WINDOW AND DOOR HEADERS. SCALE. 1/6' = 1' — 0" 2. PROVIDE A MINIMUM OF 2 STUDS BELOW BEARING POINT OF G ROOF GIRDER TRUSSES (GT) UNLESS NOTED OTHERWISE. GO JOIST HANGER \.,. \ ; TYP PLATE HEIGHT = 8'-0» ABOVE FINISHED FLOOR (U.N.O.) 3. PROVIDE SIMPSON H2.5 HURRICANE AT EACH BEARING \ \ \. (TYP-) 4. TRUSS DESIGN POINT OF ROOF LOADSSES. \ \ .-�,- ROOF LOADS: { TC LL — 30 PSF (SNOW) \. TC DL = 15 PSF PROVIDE 2x4®2'-0» O.C. \' BC DL = 5 PSF OVER TRUSSES (DROP TRUSSES) x \- THE ROOF TRUSSES SHALL BE DESIGNED TO RESIST WIND I (TYP,) ' 71titi';... UPLIFT LOADS AS PER THE STATE BUILDING CODE. TRUSS MANUFACTURER SHALL SUBMIT STAMPED 2x6016» WOOD STUD — - z EXT. BRG. WALLS CALCULATIONS AND ERECTION PLAN IDENTIFYING EXT. ALL TRUSSES AND REQUIRED BRACING. 5. TRUSS SUPPLIER SHALL SUBMIT TRUSS & LVL Job Number j HANGER INFORMATION FOR APPROVAL. 9704 6. ALL TOP CHORDS SHALL BE SLOPED AT 7:12 U.N.O. oaf'. 7. PROVIDE POST CAPS AT ALL POST COLUMNS TO SECURE POSTS TO GIRDER TRUSSES OR LVL'S. 141�OY.19ff 8. ALL WALL SHEATING TO BE 9/16 OSB BOARD EXCEPT FOR ROOF BELOW 9. ROOFS EAT NG WINGS. SHALL BE 5/8» PLYWOOD W/ EDGE CLIPS. ENDWALLS OF Shod Number S*jL c _ 2x6016" WOOD STUD ; EXT. BRG. WALLS (TYP.) .' — x1 , i, i „ ..- S , L � ' It GT i it t , it 12 12 it I it it FLUSH FRAME „ �� ._ :.................. _ O _.. ......_...f S?aa•" '' ..•�«� Ai a.., da .�,ie:wtii ada i.:•a; il ry 'IL— STAIR ICI. r , x 2 X12L 02150 ;,.-.. ........... , ;;,•° `"1 h, ,;one 1" e 11 I 4, •rm..�a::+' .` 1b✓m,,,,. y<`:='' • 2x1 O®16" O.C. — r �.II \::.� ,1, <•-L.u \;.,,t BRG L ° , m . WALL , r, , i I I , I „ SEE PLAN SEE SEE PLAN �° � ' �t �' � '� ����� ��- a • , ; i ; , .....,,.. {.i PLAN O ._.........................._............, •, OF it it 2x6®16" WOOD STUDit TYPICAL COMMON TRUSS — T1 � ta EXT. BRG. WALLS MMfIAlgAS MID.) SCALE: 1/8"sIsI q M.VEITAS -+ I � N .;.., STRUCTi1RAt. i 1!b.2Q782 ................... 2x6616" WOOD STUD 41 p EXT. BRG. WALLS ; (TYP.) ......_.... W .. .... .. —„; H 13017 — z , i L,I Io _ _ an. S5 N 12 12 ` Z , , 2. : J I= ; --- ;; • z _ ;.... : ; RID ... . ..... .... 1 i � 71 7-4 Lr U - ; F_ U 2x4 ® 16" WOOD STUD z JOIST HANGER Q Iar RU S BRG. WALL P. — Ip _ (TYP.) ca, it I ..,..1,..i...... ;, , BRG WALL 2x6016" WOOD STUD i , SEE PLAN SEE PLAN SEE PLAN S5 EXT. BRG. WALLS :............................._......i ...:::::::........ i ; ROOF 1 - , BELOW f ROOF ELOW t )W ROOF BELOW SPECIAL ^I A I I J Eli AL TRUSS — T2 Y., e,. , SCALE Er 1' 0" , , GT it , / it „ ,; ; , 2... ..1_. ..._..h� - _...... ................ � ._..." •.t I � ROOF CONSTRUCTION it 5/" PLYWOOD ROOF DCK. it C0 A N R S S '— C.C. - VALLEY SET it it • ,f` : i i i it ROOF CONSTRUCTION — . ....... ......... .... ................... .. 5 4 /" T&G PLYWOOD ROOF$ — — DECK. yawn , , , , , I f' — — RM ii .a It x4 16' BIGit I GIRDER TRUSSES (GT) — - - - - TO BE DESIGNED BYRV WA LS ' , , , ;i TRUSS SUPPLIER „ U i i I i ? L i; i ? Scab ' ID E — — — f ' 73 ROOF CONSTRUCTION 7 SS DCKPLYWOOD ROOF Prot.c► 2 , ............... -- �[ , J ; ESTATE e o ,. F ; ; > I , , , , , it I , ; , _ N R , , , fi _.. JOIST HANGER „ „ , , , it r: it It it It ! aHyarmiL% Ma. it it it r' r v i 2x6@16" WOOD STUD „r ;: i _:• / L ;;�, r SS BRG. WALLS 77: --.._.. ' ��.,, r: `,,; .,`, ;' i i, ` ,; •, i; �.,�,� �`:: r Assisted LiVlri l 0 4'A r ` ;`'• . / ' fir: cam.;. g ROOF BELOW " (' i`j' �:! l/` • ; a` n: `f'% Kok S Facility — 4 L `f j' 2x6016" WOOD STUD 1 ✓, ,, i: :.� rf;.: .,` / ,;`' / !:; :�, ij �':^'1' ` �'p 5 i . � I ri3 EXT. BRG. WALLS ,�. ., ; . f' .f! ;;! :;, ,. z• ,;, _ .r! ;ij: S5 (TYP.) � i,. !/ is r: ;.��- !_' r,j Tj \ is � ,�;. r ;j i ,.�, .��<• _ :l / COAFJ I a� r,i 1 ;f•.r``:''`:• •' �-' ' r'` F j j /i;ri;! �, ®1 /! ,/ f ; PG N , ,Q i \_2-202 f "`�•'' ! ; !: ; � ,,:. j G� G 2x10 INFILL f f '`;v is i. ,.. `�• JACKSET (TYP.) (7/12 SLOPE) 2x6 PT POST 7 i�_ , 2X10 INFILL %}0® 3 SS !f% ,!,�,•✓ ,,, j" '''ti AS .REQUIRED `4 / , VEITAS & VEITAS ENGINEERS, INC. 79 SHAW STREET, BRAINTREE, MA 02184 Tel. 617-843-2863 Fax. 617-849-2065 ROOF 2x6916" WOOD STUD BELOW / / -::. : EXT. BRG. WALLS Sh«t We V; / / q 7G (TYP.) 90 NOTES: ROOF ROOF FRAMING PLAN (RIGHT) 1. PROVIDE 1 JACK STUD AT ALL WINDOW AND DOOR HEADERS. FRAMING PLAN oN S 2. PROVIDE A MINIMUM OF 2 STUDS BELOW BEARING POINT OF SCALE: 1/8" = 1' — 0" '°�° Tip S, ` ;r . CiS <.. l .. ROOF GIRDER TRUSSES (GT) UNLESS NOTED OTHERWISE. PLATE HEIGHT = 8'-0" ABOVE FINISHED FLOOR (U.N.O.) JOIST HANGER S / � 3. PROVIDE SIMPSON H2.5 HURRICANE AT EACH BEARING (TYP-) ! i : POINT OF ROOF TRUSSES. 4. TRUSS DESIGN LOADS: ROOF LOADS: TIC LL = 30 PSF (SNOW) ! TIC DL 15 PSF ! PROVIDE 2x4®2'-0" O.C. BC DL = 5 PSF is OVER TRUSSES (DROP TRUSSES) THE ROOF TRUSSES SHALL BE DESIGNED TO RESIST WIND - (TYP-) UPLIFT LOADS AS PER THE STATE BUILDING CODE. 2x6016" WOOD STUD TRUSS MANUFACTURER SHALL SUBMIT STAMPED EXT. BRG. WALLS — CALCULATIONS AND ERECTION PLAN IDENTIFYING (-iyp,) ALL TRUSSES AND REQUIRED BRACING. 5. TRUSS SUPPLIER SHALL SUBMIT TRUSS & LVL Job Number HANGER INFORMATION FOR APPROVAL. g� 6. ALL TOP CHORDS SHALL BE SLOPED AT 7:12 U.N.O. 7. PROVIDE POST CAPS AT ALL POST COLUMNS TO SECURE �• POSTS TO GIRDER TRUSSES OR LVL'S. 14Pi01P.1997 ROOF ELOW 8. ALL WALL SHEATING TO BE 9/16 OSB BOARD EXCEPT FOR ENDWALLS OF WINGS. Shot Number i 9. ROOF SHEATING SHALL BE 5/8" PLYWOOD W/ EDGE CLIPS. So3ro% i I GENERAL NOTES 1. The design is in accordance with Massachusetts State Building Code. 2. The structural drawings shall be used in conjunction with the architectural, mechanical, electrical plumbing and landscape drawings T and specifications. AT FREE ENDS OF WALL 3. Details shown as typical are applicable to all similar conditions. PROVIDE 2-#5 (MIN.) FOUNDATIONS �`� ` w` „ . � :........... . if •i.s•> .:.:. T FR °::,:� 1. t I soils having a bearing N.. M ....._.�..� `` ... .......:... ..9�._ - - . .<... l��JD Foundations shall bear on compa o cted r na ura END capacity of 2 tons per square foot. 2. All exterior foundations shall be a minimum of 4'-0" below finished 2-#5 CONT. grade. UNLESS NOTED 3. No foundations or slabs shall be poured in water or on frozen ground. OTHERWISE. MIN. 4. The Contractor should review the Geotectnical Report prepared by t- ^°if 11 iff , HORIZONTAL Geotectnical Consultants. � .u. Q Fi-A REINFORCING REINFORCED CONCRETE VERT. REINF. SCORE FILL D 3 FOR EL. SEE PL,AN 1. All structural concrete shall be proportioned, mixed and placed under .; � ;: y -` vLAP OUTSIDE BARS OR /W JOINT FILLER the supervision of a control engineer in accordance with ACI 315, 318 PROVIDE CORNER BAR QDOWELS TO SEE PLAN _ and 301 standards. Concrete shall develop the following 28 day \ bra. AS SHOWN. BAR SIZE o MATCH HORIZ. D/4 �Y14 ° TO MATCH LARGER REINF. WWF strengths: 1. HORIZONTAL REINF. a - Z w z a. Concrete Flatwork exposed to weather .4000 psi " ' r ` �''•'" m a� (6� air entrained) `" '�`�` r = - vu'i b. All other concrete .3000 si ii � ,lr,r�rq;r � � `.,.• ?.-- I b form to ASTM A615 with 60 000 psi ield °- DO °" shall I con P E4: r� 2. Reinforcing bars s a yam'�` - ; UJ strength with minimum anchorage and lice requirements for reinforcing " bP m z 3-#5 CONT. MIN. in accordance with ACI 318. g P q g .`'c �� 4� : t ' _ a M ° ~ z o 3. Concrete walls shall be cast in alternate panels not exceeding 100 ft. CONT. POLYETHELENE l�D D�9 D 4 2 UJ 6 AT CORNER in length. 4. Provide concrete pads for mechanical equipment according to the COMPACTED GRAVEL �D D . y p 4 �s P��°� tO w requirements of the manufacturer and in accordance with the typicali of M HORIZONTAL ° Q. PLAN CMU WALL details, and mechanical drawings. 36 BAR DIAM OR CRUSHED STONE �� �� �� U) 5. Detailing of reinforcement shall be according to the latest edition of ROMDALDAS REINFORCING / /// //��/jq g " „ g M.VE�AS COMPACTED STRUCTURAL NOTES: ACI A315 Manual of Standard Structures!'. SMU FILL AS REQ'D 1. PROVIDE HORIZONTAL REINF. � 16" OC. 6. Not all openings through concrete slabs and walls are shown on 1 ( ) structural drawings. Openings indicated or any additional openings or �No'20792 HORIZONTAL R I Z 0 N TA L REINFORCING I N FO R C 1 N G 2. WHERE STEEL LINTELS ARE PROVIDED, NO BOND BEAM IS REQ'D. HORIZONTAL REINFORCING SLAB 0 N GRADE AND 3. FOR LINTEL SIZE SEE PLANS OR SCHEDULES. inserts required must be verified with respective trades before pouring of concrete. 0 F CONCRETE N C R ET E WALLS CONSTRUCTION N ST R U CT I 0 N JOINT I N T DETAIL 4. PROVIDE DOWELS INTO CONCRETE FOR ALL VERTICAL CMU REINF. 7. See architectural drawings for finishes, depressions, reglets, notches OF CONCRETE WALLS and other architectural features. REINFORCED CONCRETE MASONRY (CMU) 1. All reinforced concrete masonry work shall conform to Specifications ftwdons for the Design and Construction of Load Bearing Concrete Masonry as published by National Concrete Masonry Association, hereinafter called j The Manual". All materials, (including concrete masonry units, mortar, grout, and reinforcing steel) testing, determination of masonry strength and construction procedures, shall conform to The Manual. CMU shall have fm'=1500 psi. 2. Concrete block masonry shall have block, mortar and grout strengths (to be verified by Prism Tests, as recommended by the Manual) as noted on the drawings. Grout shall be placed by the high lift grouting method, q Fi'G• 2-#4 with the consistency of grout as required to assure complete filling of VERT. & HORIZ. REINF. the cavities as noted to produce the required masonry strengths. Reinforced bond beams are to be provided where specified on the FOR SIZE & LOCATION drawings. Provide additional reinforcement at sides and above and I SEE MECH & PLUMBING DWG'S. below masonry openings. o 3. All reinforced concrete masonry work shall be done under continuous engineering inspection in order to ,comply fully with requirements of I I n- The Manual for this class of work. All construction procedures and 1/4 SAW CUT FILL d FOR SLAB EL. & CONC. FILL COL. \ W/ JOINT FILLER REINF SEE PLAN materials for reinforced concrete masonry work shall be submitted for Z approval by the Contractor and approved by the Structural Engineer and WALL OPENING > 12" _ Z w inspecting agency, prior to commencement of any reinforced concrete PREMOLDED i FOR SLAB EL & v r `� WWF6X6-W1.4XW1.4 A,� N masonry work. JOINT FILLER I I REINF. SEEP N / a_ 4. Use Horizontal Joint Reinforcing at every other horizontal block course. a Provide a minimum of #5 at 24" o.c. vertical wall reinforcing at all block w - w walls. i U)Z D, _ i i v .4 bgD Day D,1 DAP o X X �X X . X X X. X WOOD CONSTRUCTION .P�>> Z UJ Q e'°�p 1. All lumber used shall conform to the following species: a I ° p p�D , ���� p w a. All lumber trusses shall be as required by the truss supplier. �b ��, a b. Microlams shall have an allowable bending stress of 2800 psi and COL BASE R SEE SCHEDULE %� ➢ p i �, `' 1" GROUT j %/��//� shear stress of 550 psi. psi ' v � 2'-0" c. Gluelams shall be Fb=2400 p a Q , ' TYP COMPACTED GRAVEL COMPACTED STRUCTURAL d. All other lumber shall be spruce-pine-fir as follows: OR CRUSHED STONE FILL (AS REQ'D) 2. Jo1. ists is & Girders 1 No. 1 or better 3" CLEAR 3. Beams & Girders - No. 2 or better 2. All metal straps shall conform to the Truss Plate Institute. Drown 3. All wood in contact with concrete shall be pressure treated. ANCHOR BOLT FOR SIZE AND REINF. TYPICAL PENETRATIONS AT SEE COL SCHEDULE OF FTG SEE SCHEDULE TYPICAL SAW CUT DETAIL 4. All exterior walls shall be sheathed in 1/2" APA exterior grade, RM P E R I M I T E R WALLS exposure 1, plywood. TYPICAL MECHANICAL EQUIPMENT PAD 5. All floor sheathing shall be 3/4" T&G plywood glued and nailed c',.�k«, TYP. INTERIOR COLUMN FOOTING DETAIL to floor members. RV 6. All roof sheathing shall be 5/8" APA exposure 1, plywood or as indicated on plans. Provide plywood edge clips. ale 7. The truss fabricator shall design all wood trusses for the live and AS NOTED dead loads shown on drawings. The fabricator shall be required to submit shop drawings and stamped calculations for approval to the Proled engineer. Shop drawing shall include erection drawings, details, and other customary, information required to properly construct the roof trusses. The Truss Supplier shall provide all hangers for Lvls and Trusses. The hanger marks shall be shown and marked on the Erection plans. WHRTEHALL The Truss Supplier shall coordinate supports for hanging pipes, mechanical units and other equipment. 8. The contractor shall adequately brace the wood trusses during errection, ESTATE installation of permanent bracing shall be in accordance with the truss designers requirements. INTENT OF THE STRUCTURAL DRAWINGS LVL The intent of the structural drawings is to show the main structural OR 2X..... features and structural design for the project. Architectural details are z_ shown incidentally only and not completely. Therefore, architectural + + drawings must be used in conjunction with the structural drawings. Hyannis, Ida. LVL +- + STEP FTG. AS REQUIRED TO + CLEAR PIPE O 2-1/2 DIA. BOLTS T I E: LVL'S 1/4 SADDLE R 0 2-1 " DIA. BOLTS Assisted Living 1 /2 Facility 2 JACK STUDS 1-STUD MIN. HANGER SIZED SEE SCHEDULE AND PROVIDED ON THIS DWG. i BY TRUSS SUPPLIER WOOD POST OR TS COL. (1-STUD MIN.) (SEE PLAN) FOOTINGS DETAILS AT PIPES LVL TO LVL HANGER TYP. POST TO LVL DETAIL TYPICAL JACK STUD DETAIL WOOD HEADER SCHEDULE SUPPORTING SECOND FLOOR SUPORTING ROOF INTERIOR HEADER EXTERIOR HEADER INTERIOR HEADER EXTERIOR HEADER EDGE OF PIER- COLUMN EDGE OF PIER q COLUMN LVL MAX. NO.JAC LVL MAX. NO.JAC LVL MAX. NO.JAC LVL MAX. NO.JAC SIZE SPAN STUDS SIZE SPAN STUDS SIZE SPAN STUDS SIZE SPAN STUDS 1 REBAR E.F. TO MATCH (2) (1) (1) (2) (1) (1) LINTEL SCHEDULE �"" '' HORIZ. WALL HORIZ. WALL REINF. FORMED JOINT I 13/4X51/2 3'-Cr 2x6 DO 3'-6" 2x6 13/4X51/2 W-0" 2x4 DO 6'-6" 2x6 REINF. 4'-0" MIN. COLUMN COLUMN (2) (2) (2) (2) (2) (2) BEARING TYPICAL DETAILS & --- I 13/4X71/4 4'-W 2x6 DO 5'-0" 2x6 13/4X71/4 8'-0" 2x4 DO 8'-6" 2x6 OPENING LINTEL REMARKS �C" END GENERAL NOTES 3(2) 1 ,- „ (2) ,_ (3) 3 2) 1 �_ " (2) +_ (3) ,_• „ 1 1 1 " COLUMN 1 /4X9 /2 5 6 2x6 DO 6 6" 2x6 1 s, /2 11 0 2x4 DO 12 O" 2x6 3 6 OR LESS L3 /2x3 /2x /4 4 SLV o II 13% X11 7/ 7'-6" 2x6 DO 8'-6" 2x6 13%42X117/g 14'-0" 2x4 DO 15'-0" 2x6 OVER 3'-6" L4x3l x1 6" LLV 4 S THRU 5'-6" /2 /4 ~ I I 3�2) � " (2) � (3) 3 } �- (3) �_ (5)J L J 1 4X14 8 -6 2x6 DO 1 O -6" 2x6 1 S4X14 16 6" 2x4 DO 17 6" 2x6 OVER 5 -6" L6x31/ x1/ 6" LLV N I 1/2 FOAM W AP (2) (3) (4) (2) (3) (5) THRU 7'-6" 2 4 CONCRETE L SAW CU OR I 13/4X16 10'-0" 2x6 DO 12'-0" 2x6 13/4X16 18'-Er 2x4 DO 20'-0" 2x6 OVER 7'-Er HORIZ. WALL REINF. AROUND COLUMN CONTROLJT. 2 (3 (4) (2) (3) (6) THRU 10'-6" L6x4x3/g 6" LLV CONTROL JOINT AFTER SLAB IS PINWHE LED 13%4X18 11'-6' 2x6 DO 13'-6" 2x6 13/4X18 21'-0" 2x4 DO 22'-6" 2x6 POURED. AT COL MN {3) (2) (3) 3(3) " (3) (5) NOTES: SPLICE LENGTH 139)117/g 8'-6" 2x6 DO 11'-0" 2x6 1 /4X11 /g 17 -0 2x4 DO 1$ -6" 2x6 --- 1. WHERE ANGLE LINTELS ARE REQUIRED. PROVIDE ONE ANGLE Job Number ALTERNATE (3) (3) (4) (3) (3) (6) FOR EACH 4" OR LESS THICKNESS OF MASONRY. 13/4X14 10'-6" 2x6 DO 13'-0" 2x6 13/4X14 20'-Er 2x4 DO 22'-0" 2x6 2. FOR OPENINGS OVER 6'-0". PROVIDE SOLID MASONRY JAMB 9704 3(3) (3) (5) 3(3) (4) " (7) UNDER LINTEL AT EACH SIDE OF OPENING. oar. T 1 /4X16 11 -6" 2x6 DO 14 -6" 2x6 1 /4X16 23 0" 2x4 DO 25 0 2x6 14 NOV.1997 D MIN. 13%4x18 13'-6' 2x6 DO 16'-6" 2x6 13S4x18 26'-0' 2x4 DO 28'-0" 2x6 sn..t Number SPLICE LENGTH (2) (2) (2) (2) (2) (1) � 2X1O 2'-6" 2x6 Do 3'-0" 2x6 2X10 5'-0" 2x4 DO 5'-6" 2x6 SA ISOLATION JOINT DETAIL 2 CONTINUOUS STEPPED WALL FOOTING 2X12 3'-0" 2x6 DO 4'-0„ 2x6 2X12 6'-6" 2x4 Do 7'-0" 2 s r T.O.W. DOOR JAMB 2 0 A.B. CAD SILL SEAL 2X6 P.T. SILL BEYOND 4'-0" O.C. P. 2X6 P.T. BRG. WALL 6X6 TREATED 2X6 STUD BRG. WALL WOOD POST SILL SEAL Ii� It „-� r`;:; -: ., _Allt 1 2" PREMOLDED r�l� / AT DOOR O P N G SLAB W/wwF :I 2X6 JOINT FILLER #4®12"T SILL SEAL 3'-0" • x M. �M .,f.......�... '•..^'.< . ,.%i.�1,tt4..fi\�="`....� \1 e \�..oj" G ''..—•t.s::..l. SLAB W WWF CB66 i .......w . �ti. 1ST. FL. EL. / „ �„� SLAB W/W.W.F. ,. SEE : ;.... SIMPSON POST SLOPE DN axx . xa. x x : ( SEE PLAN ) BASE OR EQ. SLOPE DN. N =1'-0" cn <. - PLAN <. �� SEE } r /L.. 1 PLAN SLOPE 2- 5 T&B o 0 0 0 ___ - - - n .. � � � . III CONT ,-,=1 T .:: _. _ _ 0 0 0 _..,o =1TI-1I 1=1 I I a 4 I_ I I I=1 I �—III—III—I I oo I -III- III :' 's g '� ^y'.�,C�:.°yyy'�. ep�,p'^t C"+.r"'q Sf r 1 Ski ate';', — - _ COMPRESSIBLE u:' ;,..h.... '- �,,..:�?. , i � ff I=III=III co JOINT FILLER R -�I 1=1 I 1=1 3 SLAB W W.W.F. „I 8 REINF. C.M.U. FIRE WALL I INCREASED AT WOOD 'i I-I- I 1° / 2- 5 T&B / " 5 1/2„ 2 1/2 (SEE PLAN) I i THICKEN SLAB TO BE I 1/2"4s ANCHOR 1/2 PREMOLDED I I i 11,111 r , :, "", „ •I % SLAB W/W.W.F. CONT. JOINT FILLER I COMPACTED STUD BRG. WALLS ` I III BOLTS ® 4'-0 O.C. r II i _ III � ,�� d 11 STRUCTURAL � " •�,. J�.iG:.•:ia��l�:..��.t � ..� I II g » 1f .s.1.:�. ,�gin-. 's�'.'..'d.l;.�d., e..�' .u. 0 �+'w,•� .ii „I i i ANCHOR BOLTS 48 O.C. ;rrir 5 1 2 �i 2 1 2 Z z FILL z = �� 5�=.;: III WWF W.W.F. i i I, ,,. K, r,: �,q,� � �.,.... �� ;,..., / / 8' 5 1 2" / II`• 2" RIGID PERIM FOR EL. a i -� 9 / 2 1 2" I I INSULATION IF a�x `� : 76� �,.�4 � _ z .;,I SEE PLAN w FOR EL. DOWELS TO MATCH a 2 #4 DOWELS ��' II I SEE PLAN WALL REINFORCING III I III 11 , Fo �I- $" WALL a II ►- w III 2" RIGID PERIMETER III g , �./�\� 4 INSULATION Gj 12 DIA. PIER o II # \/\ \ >;, ', ;x, 4 , is 8 WALL "' - 2- 5 T&B . 11 2 #5 T&B 4•. I I CONY .,. III J 1 L CONY. III ff i 1 1 COMPACTED w R�,E,�Sg +� • III c ° II4 3 CLEAR �- - : - _ 3-#5 CONT. " STRUCTURAL STRUCTURq{ ' a 3 CLEAR SEE PLAN FILL No.2a7 82 \ o o I 3-#5 CONT. . „ 2'-0" FIG. go 6" • 8 (OPTIONAL) 2'_0" SECTION 5 2'-0" 2'-0" 3/4"=1 '-0" S5 ff 2'-0" SO. 2'-0 Revtstons I TYP. ALL EXTERIOR DOORS SECTION 4 TYP. Q H. P. 8c SERVICE ENTRIES SECTION 1 SECTION 2 SECTION 3 SECTION TS4X4 coy. 3/4'=1'-0" S5 3/4'=1'-0" S5 3/4"=1'-0" S5 3/4'=1'-0" S5 T.O.W. 4„ 12 GA. CLIP L T.O.W. (+2'/2) • AT 6'-0" A.F.F. TO BRACE EA. 2X4 8" SEE PLAN 8" �� to 2X4016" WOOD 6x6 PARALLEM COL. 8" CMU WALL W/#6048" O.C. STUD WALL 2X4®16" WD AND DOWELS FOR SLAB EL. & STUD WALL REINF. SEE PLAN WOOD STUD BEARING 2- 6 #4®12" ff # T.O.W. (+21/2) WALL. SEE ARCH. DWGS. �N #4®12 2-#6 CONT. NI "SIMPSON" POST #5f�12" I WASH. MACHINE CONT. BASE OR EQUAL FOR EL. W.W.F. 4" SLAB to SEE PLAN 'i 1—III—' ��e � e _ :a � DEPRESSION =1 1i- a 1• X" X X X X ib a I I �X-1C 4 X X—�iC mod— ° 200 NOTE: PROVIDE IRONITE WATERPROOFING 1'-0" ° 11. II " —III—' e .¢ • • :' • �� _ n 4 a n u a , -III='' x, x x x P.T. 4X6 (OPTIONA PT SILL PL ATTACHED AT WALLS & FLOOR OF PIT. IT— L) - - W/ AF 16" OC. �: I i,- - ( � OR �/2 0 AB ® 4'-Q" OC. 1'-0" 1'-0 - �. DETAIL '_ v . : . .. . _�; — DET A -1 � �= #4®12" #4®12" #4®18" 3/4"=1'-0" S. EW. EF. EW. EF. 3-#4 8" �-- •� LT 41, a CONTINUOUS 8" 18" 8" 5'-0" 3-#5 (CONT) 8" WATERSTOP Er 4►_p" 2'-0" FTG. W/ (TYP.) (TYP.) 4X6 PT SILL It o'°'"n (OPTIONAL) 2'-0" a _ -a a _� RM . , Checked ' RV #5®12" E.W. SECTION $ SECTION SECTION 15 Seca 6 TOP & BOY. SECTION 7 " ,> SECTION 3/4 =1 -0' S5 3/4 =1 -0 S5 6-#5 .VERY. asrrozEu 1/2"=1'-0" S5 1/2"=1'-0" S5 + DOWELS #3®12" TIES WM TEHALL WALL PIER DETAIL A ESTATE 3/4»=1,-U' S.5 8" 8" REINF. CMU 2X4 WOOD STUD Hyannis, Ma. 2X4 WOOD STUD BEARING WALL BEARING WALL FIRE Will PLAN A A 3/4 T&G PLYWOOD FLOOR DECK T.O.W. (0'-0") T.O.W. Feel 2X6 WOOD STUD 12 2X10 WD. BLOCKING 3/4' T&G PLYWOOD 2ND. FL. EXT. BRG. WALL wooD TRUSS � 7 SECTION 8 FLOOR DECK 3/4 T&G PLYWOOD FLooR DECK � Assisted Living Facility 2X6 MEERTRUSS HURRICANE T.O.W. (0'-0"} 2-2X10 20" WOODT 20" WOOD ANCHORS TYP. TS4X4 COL. SEE PLAN TRUSSES TRUSSES 2-2X6 EXT. BRG. WALL2XIS WOOD —,.. 2X6 WOOD STUD PLATE DETAIL B 20" WOOD TRUSSES 2X4 WOOD STUD 2x6 STUD WALL 2X6 WOOD STUD SEE PLAN BEARING WALL BEARING WALL " BEARING WALL 2Q" WOOD TRUSSES 3/4 =1 -0 S.5 SEE PLAN 12 GA. CLIP L 1/2" PLYWOODL JLEXT. SHEATHING 1/2" 1/2" CL. 2/1 Od NAILS & AT 6'-0" A.F. . (1 stFLR. ONLY NOTE: 2 HR RATED CMU WALL, CONSTRUCTION TO BE IN ACCORDANCE SECTION 10 SECTION 11 W/ U.L. DESIGNATION N0. U905 SECTION 13 SECTION SECTION 3/4'=1'-0" S5 2X4 WOOD STUD BEARING WALL UP VEITAS & VEITAS ENGINEERS, INC. v,&(vf 639 GRANITE STREET, SUITE 100 184 DENOTES (2)2X6'S TEL BRAG$)843 2863 AFAX (8)849 CHUSETTS 22Q65 IN CORNERS, AND NEAR OPENINGS (2) 2X6 s�,..te WOOD STUDS 2X6 QQ,�, SIMPSON #HD2A THRU BOLTS W/ SECTIONS OC, DETAILS .................................... CONNECTORS BACKER R.'S c 2X10 TYPICAL BLOCKING C SIMPSON #MTT28B FIRE STOP TYPICAL END WALL PLAN o HOLDOWN ASSEMBLY 0 SCALE: 1/8"=1'-0" 1 ST. FL. EL. TOP OF PLATE i 2" CDX PLYWOOD DOUBLE PLATE �- 2-2X10 PROVIDE BLOCKING SEE PLAN 20" WOOD TRUSSES DIET. C ® 4'-0"O.C. VERTICALLY 3/4 PLYWOOD 4 SEE PLAN AT PLYWOOD SPLICES - 2ND. FL. USE 10d NAILS SPACED -I I L lI I II II I I o f ® 6" AT EDGES AND , . 10 ® 12" WITHIN FIELD (2) 2X6 a S 5 Job Number DENOTES (2)2X6'S WOOD STUDS ' IN CORNERS, AND �/" CDX PLYWOOD a 9M NEAR OPENINGS P�OVIDE BLOCKING 8 FDN. WALL 2X6 WOOD STUD ® 4'-0"O.C. VERTICALLY BEARING WALL cam• AT PLYWOOD SPLICES a 4 USE 10d NAILS SPACED a BELOW 14 NOY.199T 1 ST. FL. ® 4" AT EDGES AND sheet Number 1 0 12" WITHIN FIELD DET. D - ELEVATION SECTION Soy PF WINGS A B C D c DETAIL D PART PLAN A—A TYPICAL END WALL ELEVATION DETAIL 3/4 =1'-0 s5 / SCALE: 1/8"=1 i 3/4'=110" s5 ' rn Q00 ZCL .�, Of0 Z Wcc t 2 � in /� r-D E Q� N OY O TJ + c m 41 m O O O CO 0 d' n, ZC) NZ I u) �- UJ 'I cic W .� k � N O o p t Ti3 F O ® D 8 E R V � C E E Q U I P M --E - N -T S C H E D U L E U. ROOMc'"� ` MK. Q DESCRIPTION ELECTRICAL WATER WASTE GAS STEAM REMARKS ,_ J / � UJI C) Z L T12 1 1 CAN RACK //Q�� LOUNCEEE 4 TIER 0) 2 2 SHELVING 3 1 WALK—IN FREEZER 15 120 1 X `j O UNIT 1-1 208 3 X 3A COMPRESSOR 68 3B EVAPORATOR FAN UNIT 2m 3 X 4 1 WALK—IN COOLER 15 120 1 X -- — T14 4A COMPRESSOR UNIT 4 Z08 3 X ROOM / 4B EVAPORATOR FAN UNIT 120 1 X 5 LOTSHELVING / s — —SPARE NUMBER- DATE DESCRIPTION WALK—IN 7 2 HAND SINK eat ea -1/1'ea � -- 5 ,� 8 1 FIRE SUPPRESSION SYSTEM 12D 1 X Z k FREEZER h 9 1 PREP. SINK O 10 1 WALL SHELF 12"x66" _ 11 1 POT RACK 12 1 POT SINK 1 1 1-1 2 ti OFFICE 13 1 WALL SHELF 12%72" > N 6 14 —SPARE NUMBER— UJ �} �'"" M 15 1 WORK TABLE 30"x72" ALL S S ti tiK 5 16 1 FOOD PROCESSOR 2.8 1 20B 3 X 10/27/97 REVISED WALK—IN STORAGE 17 1 SLICER FOOD 5.8 1 120 1 X 10/6/9� REWSED 5 COOLER 18 1 WORK TABLE 30"x84" ALL S S DATE: 9/19/97 ® 19 1 MIXER 20— UART 8.2 1 120 1 X DRAWN BY: SAS �e 1 ZO —SPARE NU R— " SCALE: 1/r-V--0" 0 1 6—BURNER W 24 GRIDDLE 1 120 1 X 4 185K 1 M � — —SPARE.NUMBER- J 23 1 FRYER DEEP FAT 1 11CK 24 1 BROILER CHAR—TYPE GAS 4" 12 W STAND 3 I � 1 DOUBLE CONVECTION OVEN 6.0 1 120 1 X 4" 110( �.E.d 26 1 5 S WALL PANEL �' — 27 1 EXHAUST HOOD 0.3 120 1 X o * 27A EXHAUST FAN 24 8 7 9 10 * 27B MAKE—UP AIR FAN o + PREP. AREA ti"} 28 1 POT FILLER 1 1 N 6 18 19 11 29 1 STEAMER, a � 15 16 1 17 CONVECTION 23.0 8.0 206 3 X 1 4 1-1 30 1 REFRIGERATED LOW—BOY 6.0 14 12D 1 X S C 31 1 HEAT LAMP 1.1 120 1 X W a — 32 1 HOT FOOD TABLE 21 .2 4.4 206 1 X 1 —� 33 1 REFRIGERATED SANDWICH UNIT 6.0 1 4 120 1 X S C 0 34 1 TRAY REST W •� 35 1 OVER SHELF ' ch 36 1 CLEAN DISH TABLE W vtlq / 12 37 1 WALL SHELF 12"x6O" Ur N Y*T 38 1 CONDENSATE HOOD Z Q Z l } WASH +/ 13 40 1 SOILED DISH TABLE DOOR—TYPE CORNER 23.9 1 208 3 X 4 �' 4 26 25 24 + \ 41 1 DISPOSER, 2.0 HP 7.4 2 208 3 X COOKING 42 1 PRE—RINSE SPRAY UNIT 1 11T O CO 43 1 RACK SHELF J 0 z (L 44 — —SPARE NUMBER- -Ddl E:l 7 45 1 ICE MAKER WITH BIN 12.7 120 1 X 1 2 3j/4 4 �'� z O C 1—i 46 1 ICE CREAM CABINET 2.9 1 120 1 X 1 1" W IPPER WELL Q 47 1 OVEN, MICROWAVE 14.3 1 .7 120 1 X W (,n 0 48 1 WALL SHELF W MICROWAVE PLATFORM ~ V) = LL 49 1 CONVEYOR TOASTER 18.3 3.8 208 1 X = Q L. PICK—UP * 50 1 COFFEE BREWER 4.6 1 1 X 1 4 Z 34 36 33 32 31 30 29 51 1 WATER AND ICE STATION 1 1" ui WARE—WASH 52 1 COUNTER •� R �, 53 1 REFRIGERATOR, REACH—IN 10.0 1 115 1 X a' (2)12"x14"sq. COLLAR, 4200CFMea. EXHAUST. 41+ 42 54 1 SHELVING UNIT 4 TIER 43 40 Cy 38 W r— I� (2)12"x18"sq. COLLAR, 2520CFMea. SUPPLY. 39 EXHAUST HOOD 58 e e 0 I � + 49 0 ��, WAIT STATION '� * DENOTES EQUIPMENT NOT IN CONTRACT. 46 0 4 - - - k 8"x8"sq. COLLAR, 600CFM EXHAUST. { CONDENSATE HOOD i j EXHAUST HOOD PLANS EQUIPMENT FLOOR PLAN THESE DRAWINGS ARE THE SOLE PROPERTY OF„ , „ n " LEGEND — PLUMBING CONNECTIONS EAST NFOODSERVICE SUPPITED DESIGN LY CO. AND ARE1/4 — 1 — 0 1/4 = 1 — 0 NOT TO BE USED IN WHOLE OR IN PART WITHOUT THE WRITTEN CONSENT OF UNITED FLOOR DRAIN DESIGN GROUP. OWNER AND ALL CONTRACTORS TO CHECK AND VERIFY EXISTING DIMENSIONS AND CONDITIONS IN FIELD BEFORE STARTING j CONSTRUCTION AND TO NOTIFY UNITED i H.W. HOT WATER V. VOLTS CENTER LINE DESIGN GROUP OF ANY MATERIAL OR j C.W. COLD WATER H.P. HORSEPOWER D.F.A. DROP FROM ABOVE DETAIL CHANGES. W. DIRECT WASTE K.W. KILOWATT S. STEAM INLET a,PpRovEo BY: I.W. INDIRECT WASTE AMP. AMPERE R. STEAM RETURN F.D. FLOOR DRAIN S.R. SINGLE RECEPTACLE C.F.M. CUBIC. FEET/MINUTE i t F.F.D. FUNNEL FLOOR DRAIN D.R. DUPLEX RECEPTACLE COL. COLUMN SHEET NO, G. GAS PH. PHASE J.B. JUNCTION BOX B.G. BOTTLE GAS A.F.F. ABOVE FINISHED FLOOR C.P. CORD AND PLUG K - 1 B.T.U. BRITISH THERMAL UNIT B.T.C. BRANCH TO CONNECTION f r y NOTE5: 4" PRIMARY HWS !3 KW ELEC. UNIT DUCT RAND EQUIPMENT SUPPORTS 4" PRIMARY GWR NEATER W/ BUILT-IN FC FG WITH G.G. (TYP.) - T'STAT (BY G.G.) 5 S ELEC. RAD. W/BUM'-IN 4" PRIMARY RWR T'STAT. BY E.C. 2. FURNI5H AND INSTALL HANGERS 8 SEISMIC RESTRAINTS 4" PRIMARY CW5 AS D BY CODE (TYP) h�:; I ` if it / ! T13 iE / CHANGING 3/4" 3/4" 31,4+, ROOM { _::�.—� BE T12 T10 ;i - - �K=_1 o EELECTRIC i' MAINTAINENCE ! EMPLOYEE O O O O OFFICE ;i 1 LOUNGE , �I ; _ ELI=C. RAID, W/BUILT-IN �t/nCItu�� PIPE ;V/4 T'STAT. BY E.C. ANCHOR I! t,1,- T14 200 CHANGING i \ E 3/4++ (TIf 4) ; Roots 1 -- 1 F­ 01 Q_ , .0" , If �\ PRIMARY PIPE � + ABBREVIATIONS MAINS EXIT x \! I I UP X BOILER RM. Q aFF ABOVE FINISHED FLOOR � ABV ABOVE AP ACCESS PANEL GFM GUBIG FEET PER MINUTE 1,2,1 -„ a_-, , RUN PIPES NICxN 2 SECONDARY N./G. WTR _ _ D.N.W. PIPES CO CU 1C FEET F11/2 / / BETWEEN TRUSSES SUP. k RET. MAINS BY P.C. MOUNT HIGH FROM STRUCTURE RECOBING _ it 'i G CEILING(NG i 50 Commandants V V CL L To7 GTE CONNECT TO EXISTING ABV. W/ HANGER RODS 4 VIB. \ �' 2" ' SPR. MAIN BY FIRE ((� °I CW COLD WATER ISOLATORS `r_„ �._ / 2" KITCHEN ki 9-2 PROTECTION CONTR. .fit Admirals Hill CW6 CHILLED WATER CWR CHILLED WATER RETURN UNDERGROUND REFRIGERANT i !LY 6T r I - E L-�- I SPR. READ - SEE Chelsea, MAC 02150 � D DRAIN PIPING SLEEVED IN TWO DN DOWN lO"m PVC, CONDUITS SEE "PART PLAN- KIT." CORRIDOR DESIGN pU1G5. FOR ¶ j�, /(� DWG DRAWING 2 ON DWG. R - Telephone 617-���-�2�®�. tos [ { EXACT LOCATION EC ELECTRICAL CONTRACTOR " TRASH Ir A-A : � 1 ! II !I ` I 29 ER EXHAUST R15ER 3(d x3m PIPE MANHOLE I E `� I, W/ COVER - BY G.G. { � +� � i , ; S����®1V H-1 Fax 617�����'�� EXH EXHAUST �� FD FIRE DAMPER _ .____ ," iRUN FLR FLOOR 1 TIm XS - - 11 BETWEIEN TRUSSES SCALE: NONE AIR COOLED CHILLER WITH REMOTE (- - 114 C If 1 ! lI GG GENERAL CONTRACTOR - HWS HOT WATER SUPPLY CHILLER BARREL (TRANE RTAA125) H _ l t` j 24 I.D. CHIMNEY ;; X RISE THRU ROOF HWR HOT WATER RETURN 1 ! j CA OUTSIDE AIR - - PG PLUMBING CONTRACTOR € roa �`---_w__s ;i 4 � AC PRESS PRESSURE �� - - - - - - - - - - - _ - - - - - - - �;- - �%s BOILER RM: I \ ai 2 Ravblonf RA RETURN AIR �� _--_______�- _==____===,Z-=� FC - - RAD RADIATION �- I 4, f' RUN PIPES HIGH - -- 5A SUPPLY AIR V. 18"xlm" `; i " BETWEEN TRUSSES SEE "INTERIOR F.G. UNIT SD SMOKE DAMPER ® ® ® INSTALLATION DETAIL" ! I -- 1/4 I 11, ,y ll- 3/4 COND. DRAIN W/ P TRAP - T THERM05TAT ON DWG. H - 4 / a _.a I + I� TERMINATE 12 12"x8" O.A. INTAKE TYP TYPICAL 6 REFER TO "BOILER ROOM PART / 2'/2„ _ -T s \__ __ - AC ABV. GR. W/ LOUVER W/ (o" DEEP PLENUM 4 _ RM1 SEE INTERIOR F.C. UNIT Vl_v VALVE 'I TURN DN ELBOW ' (PLAN" ON DWG. H-� FOR �Y3 - _..._-._. ____...,____._._. ._ 1 LOCATE 24" ABv_C.R. - 9"0 W/ WITH ADDITIONAL WORK IN THIS AREA. 4 f- _---' INSTALLATION DETAIL" II 1 1 y j 1'/4" ® ;i FG DUCT TO RC, UNIT (TYP ON DWG. H - 4 1-1/4" ONE AND ONE QUARTER INCH 13/8 LIQ. 1-1/2" ONE AND ONE HALF INCH 2F 5UCT. (' ' Tos 14"x-1° FC, ! 2 x 4 EXP. LOOP „ „ 12"x8" O.A. INTAKE 2-!/2" TWO AND ONE HALF INCH REFRIG. PIPES __________a 2" i !I WAIT STATION 28 xl2 3 x ROUND !- ---- W/ PIPE GUIDES ( -+ti---24"W. x 18" N. O.A. W/ (o" DEEP PLENUM _ INTAKE LOUVER -- ---'---.___.___.�____.._�-'--_.__--------_ BV, G.R. - 9 4+, ++ REFER TO CLOTHES i -�- i� _w-_`v ="`';.( ff� �> --- -- i - i, FC, i; V RE R � I 703 --- ;L__._____._.___-- �; _ _� _.__J � �Sla GFM + � \�- ----'_._. � � DUCT TOF.G. UNIT (TYP �o THK. GONG. PAD ___._- - - -_----- DRYER VENT DETAIL Y ! IUJ rW I X - --_______ - {8"x14" B i j i 3 FOR 2) BY G.G. Bi T f ACOUSTICAL ENCLOSURE ON DWG. H-1 -- j; j A i I `=' A . BY THE GENERAL CONTRACTOR. FG l4itr -- i `_ _.__ H_1i i j N I 12"x5"_ 18"x12" i L_._____' ' -_.-- 10 ' " ; I E i 3/4" i_i I f i i! i, II II 3/4"_GOND pRAIN - TERMINATE i 2Sm' 1 1 1� xI j 5-1 S-00 ! 12" 45Vx0;l Wr' TURN DN, ozs I i (. -- _ `` I r k I V BAR 2m0 25�7 /' T 2�o"x12" R-1 ", 16"x6" ELOW- ` 12"x8" O.A. INTAKE LOUVER __ <.. r ; m � , I� 4 S ( 1 ;I DEN ) 3/4° _. -._ (TYP. FOR 4) _ .- W/ �o" DEEP PLENUM - LOCATE I r -_, __� �_- -__ .; '� i l ;__ _- 24" ABV,GR. - VIP DUCT ;f - 3/4 -- _ EXTEND PIPES THRU LJ CONN, TO F.G. UNIT F'1 ; ;; I' T- -_-_ �i ROOF 8 DROP 3/4" 2 PIPE SECONDARY f,' 12"x5"- 12 it 11 ,: - - ' 18"x8" o1s if 030 KTCHENY „ '-12"xS a MAIN DINING REFER TO GRANGE-OVER J t< _ PIPING DETAIL ON DWG. ! To1 PIPE ANCHOR ' �\ ` L_ \ cv ii a 2O"XlO" / \' "� - -- _- '.. n H - (o (TYP.) i --_ - - v _ �8-x8 _ . 3/4" COND. DRAIN, SECONDARY PUMPS P 16"xl(I" �- :i \ / ,� 600 �; 12"xg" 4sa0 �I I`v TERMINATE 12" ABV. I(REFER TO PIPING !' GR. W/ TURN DN. ELBOW FG 2" (TYP. FOR 3) t- __________ S-4 it 1 i;DETAIL) 12 x5 RUN PIPES HIGH 1- -- -fP>m _ 3/4° 1+, 1 j; 5-2 BETWEEN TRUSSES -_-_ -7 8+,x4,+ - - Drawn 6"m O.A. INTAKE - 12+,xS„ ,i ; �� ° DUCT DROP TO FC - 6 ; " 1 +, + " 1 (TYP. FOR 6) - ---- ) I' !/ ++ �i , 3/4 3/4 2/ 4 12 x10 033 I „ i� 1 4 DS (TYP FOR FC - 4) 2I� PIPE 12"x8" 1- - --__.._\, MAIN LOBBY _.___.____._ FIRE ANCHOR ; ___ _ -2 HR RATED Chocked VAT Y 12"x12" O.A. INTAKE LOUVER " IO"x5" --- ------ ! _ p i DAMPER { a, . . - -_ -- - - --- - - - - - - L — _ -- - - - W/ 8"DEEP PLENUM _. .. _ _ - _--Y _--- _ _ _--- , / / /\\`, - - Od8 "j/-ii C - - B 5-2 2 _ — - G B _t\ - u u Scale LOCATEHIGH ON WALL FG ` - 4 PIPE PRIMARY J150 2 1�� COR IDOR 4++ 4" ! _PIPING SYSTEM 3" \\ u 3 F 4 i / \ \. ELEY.MACH. s �- 12 XrJ FC = \ E-2 3,+ — 4++ 3" i PIPE ANCHOR- - 3" AS NOTED u , oProject ''\.y/e'°j / �H GH ON -=� __ ...s- -r' r- /,. .r' S%� \l IS,L `i -f t_.___.._.__.__.-.._._ ..,._7 �,r-.. 1 I/ati u- ®- WALL FG '/ 5-2 \\. r 2'x4' EXP. LOOP 00 !-- 8 x4 (: -f 6 >>, �;\ i' J: ' /21/ , % 3/4 ( %' \: - �' W/ PIPE GUIDES /' 037 oza it - - s ;\ 1�a \`, (TYP. FOR 4) \`\ t j`.` ;�` 034 RECEPTION LAVATOR !i 1 I WhIottehan FG ENTRY PARLOR 1 I I M-- MAILR00 ! r , \`\`` //j / \\ \f,\`'` \\ LOUNGE i /I <•/f �\G TUB ROOM BE 3/4' �6 Y 023 1" " �� \�•'\ :9y � `�, /.p\, \ `\\., p� � 1 1! I i 'I i MARKETING ' �i Este)) t LIVING ROOM ;� ; DIRECTOR / ELEV. LOBBY 1 049 B .�'\t /, ' r '! f i - y / ! FC a + iF � OFFICE .I `,l " i /l BATH " 3/4" I ++ 3/4 BE `\. %/ _\ \ �' \ `\,\ G%- 3/4" ' 11/4 411 3/ y \�\, ', i I t3/4 035 I' 3/4fa " '¢\✓}' ,'\ `` , --- - SEE "TYP. BATH EXH. FC \ v ._ - \_ - ! `., `,�. /�`',\„i-j ', >a `.. � !its:% \ `. \ \� .''� \` ti' FAN DETAIL ON \\ ,, .�,: ., � ,, , , , ,.r , ; �-i r /iI \ \ \\ o BE; \,. \`, /,%Y \ \:\\ r \ \yi,� / \ \ \ 0� P J, \/'�4' \ i/I _ — - ..a.i-_.t ! ! �`t r.- a: DU.G. H - 6 (TYP.) \\ \\ \ \ \. \\ j W \ \o % \ L �__ / \ _ \ \ .\ ) '\, \ ,\ /' / o� y ',\ OR o / .�" \ /r \\ ..-m,�s�_>_ i �1 \` R \!'7`\ Hyannis, � 2'x4' EXP. Lb0F'\ W/ PIPE GUIlr95, J,l i GOR <, \ `.V/ '�¢ ^✓ I GN FMt C ' FG , SEE "INTERIOR F.C. UNIT D i \ 3/4 CON DRAIN - / -� \\ BE r! ,Y\w �"- /•/ \, ` ,'' M \;.,/ '\ TERMINATE 12" ABV. GR. li' , �---- x \ \\ uN1T B INSTALLATION DETAIL R "i I FC ' '\ r FC; \ \ ON DWG. H - 4 1 /' a `� i W/ TURN DN. ELBOW I CONN. TO '\ \\ `\`\ 1 \<° /"-? 3/4" COND, PUMP DISGH. - s \\ \q7 f __rJ l i \ \ ' BE �`\ \ \ Oa gF. \ t, �,/ iF' \\ ,i, \ BE \ �`\ OUTLET ON \\ i I, 6 \, v ! TERMINATE 12" ABV. SR. \'• %/ \ \ '< 5 \`` // \ `.% i� `\ •� 1 % a``.\ \ 1 I �`./ 1 4 t� 1Fr � .-�� 3/4 w' , ; CLOTHES DRYER \.J \ _.. i OW R \ \ I FC W/ RN DN. ELB /� - s "� O":i�' \�\ P\R� ,// `�: � �a\\ \ \.,'`-, '\ 0 C,6. \�� " \r .� F ✓^�, � /%- \`\ \�\ 3/4 \\ -4 \.` TURN Assisted LivingFacility BE _ \;\ \ REMOTE T STAT. LOCATE " ±is 42 A.F.F, (TYPICAL FOR as BE -; G` << \ 3/4 '=tom - - - = - ; - ------- -- � � 'a \\ \ \. � ; \ " � _.�� --F,- � ) .��1 ALL RANDIGAP UNITS) j \ WALL P r '1'14 FC ,A OF 4fA i v FC, P s S1/4" �' '' \` �' `' GENERAL NOTES o GAUDREAU m MECHANI 7 No.38067 3/4" COND, PUMP DISGH. - 3/4" COND. PUMP DISCH. TERMINATE 12 ABV, GR TERMINATE 12" ABV. GR. \ '/`\ \ \\ / / `•\ `y�"" \;\ `;\ FC W/ TURN DN. ELBOW R D W/ TURN N. ELBOW __.. 3/4 J SEE "INTERIOR FC. UNIT ( i 2m0 INSTALLATION DETAIL" ON DWG. H - 4 1 ' 1 1 / \ \ \�\ .. First Floor ]flan HVAC FC \ \ 0 / \ \\ �� FC l l 1 ,>yt, 1 `\ ,, GENERAL NOTES 3/4" RUNOUT PIPE ANCHOR ` \` TYP. UNLESS FC I \ 1 \q G ?,\ 1 OTHERWISE NOTED 1. ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF THE BUILDING INSULATION. `\ \ „ SEE "TYP. FAN COIL UNIT \ ' PIPING DIAGRAM" ON Dtx. H - 3 2. DO NOT INSTALL ANY NVAG SYSTEMS WITHOUT FIRST COORDINATING THE INSTALLATION WITH ALL OTHER TRADES. DO NOT RELOCATE ANY SYSTEMS WITHOUT FIRST OBTAINING APPROVAL FROM THE ARCHITECT. (TYP.) Job Number 3. DO NOT INSTALL ANY DUCTWORK, PIPING OR EQUIPMENT PRIOR TO SHOP \ / FC: FIRST FLOOD PART PLAN DRAWING APPROVAL. 9704 Date SCALE I/S' = 1' -0" \ '3 Tl� L\Z f- 2 14 Nov. 1997 Shfft Number l.i FC FC _ I 1 hC; I f I F (' I �" it : 1 } PIPE I BE �1 ° ANCHOR _ I------ ---i l 200 ' __— -- U I (TY �F R 4) ------------- Ji j 120 -t—, _'.; { STAIR y2 BE - I i X UP F �. f•;� i If _ _ I ' �_' _ N, �j,;;; =- - _ "- - -- - - 50 Commandants Way 4 I,---011, — At Admirals Hill CORRIDOR 1197 { - Chelsea, MA 0" 5^ ' -889-4402 1 18 11,4 , § t Telephone 617 FG � I UNIT Fax 617-884-4329 if I r 1 , 3/4" COND. PUMP DI5CH. FG ! BE ij ` i 777,1,17 7----- — — n --, TERMINATE 12" ABV. GR. i VOINIAGE W/ TURN DN. ELBOW 016 N ORA ; Rwidons IL UNIT G - , I 1I/411as \. 4 SEE (INTERIOR F.G. UNIT 2 k7 }i INSTALLATION DETAIL" -�, 18 xlm r_ _ V NOTE: CLOSET MUST BE 4'ro" DEEP CLEAR I f - «,s INSIDE DIMENSIONR-4 it BE I ; � I UNIT c 1 -4 �25 I i f _ 2411x1211 3/4" COND. DRAINW/ 'IP" TRAP _ J = .._._ X i r 2 t4" EXP. LOOP I " j W/ PIPE GUIDES 11s I 24"W. x 18"H. O.A, R INTAKE LOUVER 6150 CFM ! _. 18"xl2" r 3/4" GONDEN-SA-TE DRAIN TERMINATE 12" ABV GR. =_y { ,, i = I W/ TURN DN. ELBOW (-- I " - __.' I r` BE i G , 1/ G 18 x1O 4 if I „ I 12"x1P�" 12"x10" RUN HIGH BETWEEN ! j X ` a 113 FC TRUSSES i Li UNIT C `I 014 \ � � I I. f I 2" t ORRIDO .�., Fr- f I CIS V f Drawn ro" O.A. INTAKE DUCT DS DROP TO FC-4 (TYP. FOR �o) 2�2 EI If Chocked 11/ " PIPE ANCHOR-4i BE E 12"xi2" O_A_ INTAKE LOUVER 2 HR, RATED LAVATORY `� ! / W/ 8 DEEP PLENUM. LOCATE FIRE DAMPER 'I ' - `� I t-�`. r�-�'. E � � " NIGH ON WALL Scale S I' 012 / \. FC Pro eot A. WALL �% �\ W h J�0 �h I I 2/21' ///jI, 11 1 5-2 r \` \ %JJ' \ 1200 BANK 2I/2 \ /ji JZ ~\. 'i// ..,� Estnatc; SEE INTERIOR F.C. UNIT PIPE \yy' /'; ACTIV, DIR. }� ANCHOR .� `-./ I a LOUNGE 2 i �%+, j INSTALLATION DETAIL" ___.__._.____ ___- j // \ / " � \ \fJ ON DWG. H- o2s 1 ooa �ry MARKETING / �I / 5-2 / /%�'•� 1I II &-\.. // \ 01' BE C .7 t.f BATH .J/ ,1 � �`"^, \ , . • '.`.`i f!/per '..^., ,yJi �% /T %j \\� 3/4" } BE +� Hyannis, MA C"j-lJ // � 'r` \•� ✓OOR // ' / lqU 6 ! YY ^ ^ !'1. `: /r /`,',,J ,.5, % \. /'' ;J T`. \ , �.,,.,, i J !' J `•,� f' .` s \ Q� 2'x4 EXP. Q I LOOP W/ ' "Y ,\\ �% EC i / /'/~'%^�\ __.. %� �� I' j` C /\J .: .� `` Y `j ``,,/PIPE GUIDES .! 364 S.F. 1//J ,>,/ may/j.... ,.. Jam` f ✓ 00 li /; I c/` 3/4" /g 3/4 CONDENSATE DRAIN 4 /i' 1/411 Xr TERMINATE 12 ABV GR. I I .! � / r .k-"./ W/ TURN DN. ELBOW gl 3/4 ti p / ,Q? t'` '/ CONN. TO r f J Assisted �p Facility {� FG \/r UN/T p \ 5 r4 / OUTLET ON qp f ;\. �\ �A71�11►J��l+� Living 1L $a1�1LlIlIL� CLOTHES DRYS ` / AY I \ < r0 \ / CF ` REMOTE T'STAT. - LOCATE $ `l f - -- _- -- --_a .n r/, WALL GAP \ !►�1 jj ` `fix t i / / �yJ : >' f ;� BE �" ,\` 5 4211 A.F.F. (TYP. FOR ALL HANDICAP UNITS) FG ` j '..� t;i �..- r j ' / •^\`'\..STpR /t \ l 3/4 BE 11/211 / /`/i �'ri `r\ /ij \ /'rr ��� DENNISA. q�y ` %1 GN/T C /r" w� 'l /`�' C QQ'O %< / r \\\ ,/ ,/ +! J`,. \ \.�\ ��\ J.v• GAUDREAU (Gfl . MECHANICAL 1-N FC \ s,F %�\ my y j °R l� /\\ �/r �� <.% i1J c�� N0.38067 Z 3/4" GOND, PUMP DISCH. fi{. 3/4 GOND. PUMP / / 1-N TERMINATE 12" ABV. GR. W/ TURN N. DI5CH. -TERMINATE R D ELBOW 12 ABV. GR, W/ TURN f, 's%/ \`'` / z✓/%` / ill\; /? DN_ ELBOW i./ /, J•' �:; r:�/ .,. � '\,, / 3/4° Sheet Title SEE "INTERIOR F.G. UNIT \ \. % T\.;\ ^ i' �N/T 8 /,;/ - -I\ �/ 1,/ 'i� f `1i' j : ~ y.` 5-2 %% INSTALLATION DETAIL" /j ,� / / , ON DWG. H /l TYP. ECR 4") First Floor Plan - Partial HVAC FC FCC FC 3/411 RUNOUT TYP" UNLESS \`' r✓ '� /` 1 OTHERWISE NOTED /J Job Number 9704 Date 14 Nov. 1997 I \\ \ J r` j Sheet Number / H-2 I - I I I I I I I I I . I - - - I I - -_ - . I . I - . - . I . I I j FC FC 1 1 _ ---_ .1� he , r---,-,----,------,-- - --i- _ ___-----,-------- -------.-::_- ,:,L,--- -_---- - - _--__ i . _- I I r—I ,_ - I ; I `��. I I I I 1 1 i I . t ,. I; , �, 1 i i ! I I ; jf --*- { . I . Ii ! t-- :--- I i � . i i i : -_ I I =� l 1171, di t BE1 I \r- 12"x24" 12"xla" ,, ' - I 1i �t I! �I ,1 11 1 t ,I is I M2az ! 1 1 ; 111 ti l` 14 FINISH 9'ro" GELCz. I ` rch 'Inctu� I 1"i I' -- UNIT A �•. S-2 '' I� i ` II r' '-, iI , X - 10 -- . III / 1!�, 2mm __. __. ___..._._.,_..I _ / w x ?'/`-_- .� I:t .__.J \ 1Q 11 I1 . _.-__ ._...! --,!(TYF'. FOR 4) �.\ / j _.__ _�� _..,bl , E I / \ / , / 11\ j--r- 1 ---Y-._i 'f'_ STAIR 3 '\� t� - -,r=1 ,- 24� `"4, 01 `""` ! I i I i i _ \•"`-n 'r,.„_ i i— --i UNIT F \.�`< ' / :i f11 1 r T I _I - l l - l { ,. 7,"r--- f - ` ca\\ BE „, ( FLEX CONN. tYP.J \ - - - i I, ;; X ;___. I 10"xl�" O.A. INTAKE x \�'' �:;(am 11 I ! { I ; I II cv7 :I I �� / AUTO - v _---- �_� .__� .__ - ---�i 1 DUGT W VA\ _.__.---_-----__�---._;...__.._.._ --_------_. ':,:._-gin. - -- 7 I - .-- . / i - - � I I �I _T_ I / i DMP1R. ? i i- _ I r I / MEGH. CLOSET \\ —i , ; , I i / _._.. --i I Ate! 2a0 . �__� r -j:- . ( ii - _ 50 Commandants Way ORRIOOR 1 , �_I; FG uNlr A _ _� _ __� i 1" 1 "DEEP PLENUM _. At Ad �ICIl� Hill j�i11 AG �.' v �/ FULL s1zE of �I 23si LOUVER 3 �����C�� l�ll� ®� �� . ---- .. UNIT A I1 M.D. - It .' �-I j ; _ I 11 FG r ,.. ! � BE c___`\ I -- -_i i., �y �eltepllllone ® ¢�®`7P ®� MANUAL AIR VENT I 1�_\_-_ice_. irj ¶� ¶ 7 �Q 1 18 xN.x24 W. !l � i !L 0 -67���-���� I 161 !! ;; O.A. INTAKE i � I �. C, l i BE H + N.W./G.W. P(PIN�s 3 1 - I . I - : ! . i I. I I i ILLINOIS SERIES GSM �l-I' 3/411 ll -_ { LOUVER 24" I.D. CHIMNY RISE THRU ROOF - ' CO- 1 X ,- '-= � I ��O CFM !I MEASURING /SHUT-OFF CLEAN OUT SEE DETAIL" ON DWCx. H - � -_= I- _ i __ I - I X i � ! j 1 I, T. Q v V• ` i ( ! - _ "i�- _. __-_ ._.__.I i FC \ \ VIB. ISOLATION ITYP.J I�, i - = I ; T111___ SEE "INTERIOR F.G. UNIT �, I I ma ._ I. . 1 - 4 11 �' I \ �\ \ FLAT FILTER SECTION BALL vLv. �`' n -- INSTALLATION DETAIL" ON DUJC�. H - 4 j 23s 7Fr_ ;✓~ FD , ` I 1 -/7 - UNIT C /=_-' ;r .! •I \\\ il."i n n \ \ 22 x22 KIT. HOOD � 14" DEEP R.A:PLENUM ICI 2ND FLR. FG ' 4 / \ BE 1-_ _ ( EXH. DUCT RISER ¢ <. FULL SIZE OF UNIT INLET ,.I j \i �; _ Revision* 1 F 1 --_--__ ._. . —___ �.., __ 11 __..__ _ M r 5 I 1. ._­­­1_1._____.___..____. i, 1\ 1_:__9 I - // I ___�,!' `_�_Z/ \/:!!�/z \\// NJ � r i I \ t 1 I I!FZ ......L-r- ; �j 111 I -_. _., _ iIF----,--- ____ -- �ll I � aii FG SECTION t, . H/G W. SUP. 3/4" �) I ,� / - /` I H/G W. RET. i.BE / \ X .f. NO SCALE I 1 _ -'` fi=f i f' --"- L; " n 237 - _. _... I R 1- : I � I (i i `I it UNIT C L. _ __ _ ._ _... - f-$,- - tl F.C. ENCLOSURE 111, i �; -- -- --- t _ , BY C.G. _` u ' �' i -- - I_..----- - --_..__ ____. --_---- I ,, {' iC I— � -- - - -7{ ' t FG F2 F2 FG 1 % I I 236 </ i 1 - t _) I I i-- - _- ._---- - I i 3/4" i /`' 14 UNIT A -"L� _ _-_ - -- I ;It H/G WTR. SUP _ ____ __ _.__ __._ ._._._ _.___ _.___ _ _.. .-_.-._ _.-_. ..-- .-.-- - - --- _._--- __._._ _.__ _.__.-. -- _.- RET. MAINS - r ^v � �� - - r _It1 1 1 C ! (SEE FLR. PLANS ' --_- \ ----- ' �Iv 1 1 1 FOR SIZEJ ~� i! �! �_ �, 1\ UNIT A `Iii,I 11 \ I L� FG I j ; i J�= } _I ,i i ._ LL i 8"XS" D.A. itI - "5 1 - I '! / i' ( _ -- -y i, "�—11 1 1 ' INTAKE RISER 1 _ _ , 3/4" COND. DRAIN -- i ,M ;�' fi I 1 i I ..__ _ - -' _ _. ____- I TO FG-3 ON ___--_-- -- - _- -- W/ 'IF" TRAP ldl " 1__' _ _ _n G __..._ _ i __.,_ -__-__-! , , Ist FLR. / -` A , :--- - I 3/4" DRAIN VLv. W/ -- - --- -- _ _ _ tz _ I 1 I i fi�� _ { �- l 1 I I I �\ ! I. fll ` -- - � , -r pi NOSE B18B ;�, -- --- - I I -� '1 I ; �ij � I u_ ._ - _. -. _% -ti ti-_ _ I -�.-- ------I.... ---� I- __1-€ =_ _ _..__�f '___:__ __..:_�::-'- I i -- -� 3/4 OPEN END ( ___._.___.____.__---_.__._.___.__.__.__.._._-------__ ;I I' ' - 1 \_._ II y i � ( ' t c _� �I I f f( -__ -- COND. DRAIN i _ 1 i ;I 2a3 I` /�" ( '� ' 1 , =", 248 ;' ' �I' , __ I 23411 I, I I I i ��� i ,i 1ST FLR. uN!r c 1 's FC SEE "LNTERIOR F.C, j; uN1T c �� . `\ ' DN. .'\ a UNIT c !' I I--- I UNIT INSTALLATION ? II `\ \ ; I j ��-:`� ! 726 S.F. I� --- FC �� 3 ' I i3 ' v' - - __ _-- --_ \ i r 1-I / osoA �; DETAIL" ON DWG, H,7 4 ( \���__.:__ r- i �! fl �I 1 �I' ice___ ORRIDOR 1 _i 1- i I / A I j �o" RAISED BASE BY ,<? \ >°` -.t___-..___--_--- -<,u�_-_�;V X I l ! �:' I� �;��i'� � '' f � �` __. I y��.Ya i i Cv fI - 089 I, I - \ - �. r i i' \t ;/ . ,,'• _ �`-_- F.C. UNIT MFCa R. Ij k" I - --- i \� j X- 1�, FITNESS - .I ,' I R ! � f - _ SEE "INTERIOR F.G. UNIT l / \� �\ i II CENTER __I %j // j '' OPEN >' a____ �, :� SLEEVE WALL 4 SEAL INSTALLATION DETAIL ON DWIS. H - 4 i'. 1 -I.�_. ,_ li ,, _:�_�---- ---- -._" -„ -- _-_ _.___-_._, WTR. TIGHT yI - Ij Ii -- II It __ I \ I \ --- --,i BELOW /' I drawn FG !k, BE !I f; IS BE ;; _ - '' i �\ SE I �� -\ 12"xl2" O.A. INTAKE LOUVER 4 �_ t / \ � ! _..I` '� \` --_ - �, if_ ``1 � \ D j1 1 _ - I 1 Y - H E JI i W/ S" DEEP PLENUM - r" t' 1 4 iI i 4 r - __.___. 1 k- E z I .. !^.fie' I it 1 m-' !— `s.3 �tiJ t I g `- ' r I'— _. c-,_; I Choked TYP . FAN COIL UNIT PIPING DIAGI AM DUCT TO F.C. UNIT - --- - - - _____� _._�_1 ` I` J 1 - _ _____-_______ �. } _� L� _l_ NO SCALE FG /% \ O/ \\ / \ - \ \ i, D. \1 20Q� Soule \ '^�., /' SEE INTERIOR F.C. _ ..,� ,--. .- y Fr_ i -" _—� x& x x m �. x� \\ / i \\ S ,I j/ UNIT INSTALLATION \ y i (TYP:\.FOR 4 PLACES) AS NOTED !r" \;\ y \\ i DETAIL" ON DWCa. 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W/ "P" TRAP AC ,/ \ / CIF IT\TIC\J (�1��T $�{ RR FLAT FILTER SECTION / \,,V\ i'' JIJ C01 tl L 1. .7J001 b PIJA� 1 `\ /' �`' I tie \ I II I II `. .•sue' \ SCALE: 1/8 - 1 - D \\ /r '', Job Number \ FG SECTION _ \ I 9704 i \ � .' NO SCALE _ pale j / 14 Nov. 1997 \ /" Sheet Number i ,\1/, . o ful — - - _ _ FC FC _ 1 1 10"x10" O.A. INTAKE RI5ER hC; I'd BE it v V I �, i� SUP. AIR DUCT 00 CTYP. FOR 4) 221 s ATTIC o UNIT Lj r r c 1t ce c t ur f r, f FLEX DUCT GONN, L O,A INTAKE DUCT r; FC o7s SHAFT lBY G.CJ -- / — -• / - j, i ' \ BE ; � 4 DUCT TO F.G. Yf \SU\ I �i I i ! r-} - ✓! \ RET. AIR CaRILLE UNIT TRANSFORM FC ;t� 1 i S CONN, T INLET;� f, � �__ DUCT COLLARE r ;�— i- -_ ____ -------- i I SECOND FLR. 21 s I �_._._-.---___.__-- _-._-__-_ ✓.. 1-.,. __-- PIPING MAIN S jr " UNIT A �i PUMP D I SGH. - - i- -'� ----._--_ 50 Commandants V V �� uwT$ y � , -�- I 3/4" DRAIN VLV. LU/ H/G IUR� -S �lL ��Ulirllo� f i 3/4 ,\ r ; I HOSE BIB CONN. — <� ✓' FC ! 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X ACCESS PANEL I � R.A. GRILLE H/G W. RUNOUTS f FC COND. RECEIVER/ 150 ® I PUMP SET \ i E -2r L_ FIRST F'L R PLAN ^ IX - ,..� NO SCALE 150 12"xi2" O.A. INTAKE LOUVER I ;� BE - '; W/ 8" DEEP PLENUM - LOCATE r, ' LOCATE , S"x6" DN•— �. -_- i'4= - „ HIGH ON WALL INTERIOR F.C . UNIT INSTALLATION DETAIL oroW� - /f 1 A.F.F. i �' I NOTE: REFER TO FL'R PLANS FOR EQUIP.; PIPE s DS DUCT GONFICxURATION FOR EACH FAN COIL INSTALLATION 10 x8 a r:: -- S!1x10" UP TO _ %'~~ chocked �! FC ROOF VENT EF \`\ / „ s/MOUNT HIGcH ��/,' . BE 1 \, AS NOTED %h i \ Project - \\ il ''; ✓..-.._ , � �--------' - \.�,:\ //, _,___` -_ .__`�/��` � 065 �/ \~ter"\\\ ' \`\ \\ SEE "INTERIOR F.C. /i; / '\ off/T ;, FC UNIT INSTALLATION _ w JI / I W h it�h�I I _ DETAIL" ON DUUCx. H - 4 � -_--_-�-- , � 5 �F\ � � \�4 �� jf�, // ij• � \~�:\ i r, // TUB ROOM <TYP..FOR 4) // - UNIT BBE E rh 7 \`•, / / -; r. '\``1/\� rr G rT �,' , = �1 \\\ R fed`\ } BE \/ (/ \ T° !J \~�\ FC (�n1111is, MA , fBE `'r UNIT B ! -•\ !'' �a . 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H - 4 i" k �r/' i � `F - ~ �• S, `{ r BE SheW Me 110 \h,` ;� ,`�; Second ]F loor Plan - 1�a�°tIl�I r f I HVAC `J \ SECOND FLOOR PART PLAN SCALE: 1/8" = 1' - 0" \ / FC / Job Number 9704 ~\ Dote \\. % 14 Nov 1997 Sheet Number o I' I I I i he o I Tchltectura� f I I eam i I 50 Commandants Way 'I At Admirals Hill Chelsea, MAC 02150 Telephone -889-4402 Fax 617-884-4329 I Revisions N\ FD RV I i /s j f 10"xl0" 10"x10" r- f i r X14II 10 ( \ l II ' E 10"xl4" I 10"XIO" ' I „r 24" I.D. CHIMNEY 10"x10" DN. TO BOILER ROOM m SEE DETAIL ON D �U1Cz. H- ;.._� FD ! F EF KIT, HOOD EXH, FAN i D - C I i FD ro SEE DETAIL ON DUB to. H - FD - I, \ 10, - 0" MIN L_ FD f i Fp ,- ! i 10"xlO" _ - 10 xl0 1 - -- FDAiiI I 1 I FD FD i Drawn JLP to Chocked RI FD RV RI \ 10 10x14 \ IOX14 fi 1 1 1 I I \ 10"XIO" FD i FD FD Seale RV RV 10x10 10x10 10x10 10x10 \ FD i FD FD Project RI ROOF MTD. O.A. J / I INTAKE (TYP.) jj FD FD —® FD �I // r\` SEE DETAIL ON DUrS. H-ro IU"x 811 FD "x 8" / \\✓ ~ `.. �'\ nhn 11 Wh tt Estnt \ 10"x10"�� 10"XIO" \\\ R ,!\ ! / 10"X10" \^.`\ % /J1It �II \�, V . / k� \ ---- — - - - -._ \ ^` y/�•' 1 xl RV ROOF MTD. EXH. FQ — -- �.-_. f\ 1 VENT (TYP.) 10 x10 ' ` ' ' SEE DETAIL ON DWC�. H-�o ti� f`\\ I ;j i\ d 10 x10 12"X10" //fi i \ l jai l_-__...�.. __- .I ___..._.___.-.___ __ \ i� I�.,\ 12"x10" 10"x1Q�ll 10"x10" BATH EXH. RISER - ' SEE DETAIL ON DUCT, H - / i j,/ r C� i ,. / r', ` \\ I i _.. f ! \ \ '``L� ,;Y '•, (TYP.) ° .. �. I \ Hya n�nis, CIA. Ab 8"x8" BATH EXH. RUN OUT (TYP.) - 10 l m \ y 14"XIO" \� 10"x 1011 14"x 10"/T 101110" O.A. INTAKE RISER SEE DETAIL ON DU1CY. H - 4 (TYP,) \ '/i f� Jjr �' `•\ ,//� Wit' \ ` ~%f\ 'tt \`'lr'.\ '\ � �// Assisted Living Facility OFMggs9 DENNIS A. CyG o GAUDREAU N o MECHANfCAL ) �No.38067Q Shoot Title ; I Attic Man HVAC ATTIC PART' PLAN SCALE: Oro" V - 0" Job Number 9704 Dote � I I!K-O 14 Nov 1997 Shoot Number o II, ' lull r � I t FIRE RATEDD' WALL P OR PARTITION OUT OF AIR STREAM LISTED VENT GAP BLADE. SUSPEND PUMP WITH VIBRATION ISOLATORS WITH BIRD SCREEN a ! I € WALK-IN FREEZER ! {I r -- - -- - -- --'- -- z `_.__. ___.___-- -•---._..__.------ __.__. t�\ RUN PIPES HIGH BETWEEN DUCT INLINE PUMP WITH PRESSURE GAUGES TRUSSES (TYP.) I Ili ; I MOUNTING ANGLE BALL VALVE (TYl LISTED TYPE 8„ VIBRATION ISOLATOR HW/CW RISERS TO F.G, UNIT ABv. TYP) / �-- 11101- THERMOMETER GAS VENT SEE NOTE 3E00 SUPPLY TO FAN COIL UNITS STORM COLLAR � _r _ 1 ;k i ' OFFICE 3/4'' D. OV, W/ H05E BIBB FLASHING GOLLA I s ? i FROM FAN COIL UNITS I , EI . \ I I X DAMPER RETURNROOF �' chot/neturn FIRE DAMPER - ACCESS NIPPLE lr SPACE AS REQUIRED ' ; + ` j - `` Y%V/ SEAL WALL PENITRATION CHECK ON HOT SUPPLY CONTROL VALVE ON HOT RETURN ASSEMBLY PANEL may. �— �-n--- BY MANUFACTURER STORAGE WTR. TIGHT '�` i -► " l � x'1 TLT. r , WALK-IN FIRE STOP AT ALL FLOOR/ i I E i '\� // / KIT, MAKE-UP AIR CONTROL VALVE ON COLD SUPPLY CEILING PENETRATIONS EXH. DUCT ! COOLER `� - UNIT 1 1TD. a GRADE WING BRANCH PIPING SIZE i ! WING BRANCH PIPING "� AS FOLLOWS: P-4 (2") I I 1 ! \ ` a BY G,G.AD CHECK ON COLD RETURN' P-5 THRU P-"I (2�1/2") a o. .:a. II MOUNTING ANGLE NOTES: ! �„� \,\ /1 M HW5 - 1. SEE FLOOR PLANS FOR SIZE OF GAS VENT AND VENT CONNECTOR HWR - - - - . NOTE: PROVIDE CEILING ACCESS PANEL FOR 2. THE GENERAL CONTRACTOR SHALL BE RESPON5I5LE FORA WEATHER - ! -----'--- // 4 AREAS WITH GYPSUM CEILINGS. - -+�- CWR CWS TIGHT CONNECTION. i _ 3. TERMINATION HEIGHT SHALL BE AS PER NFPA/ANSIZ223,1 \ ( - I, FIRE DAMPER DETAIL . `-_ -- - 50 Commandants Way - NO SCALE TYPE "B " GAS VENT DETAIL —� o 5-2 ,� "T i i oAt Admirals Hill j NO SCALE 250 -,r- -�-= A g� �pp� O.A. INTAKE Chelsea,lsea T� /IT /` 02 ¶ 50 CHANGE - OVEN, PIPING DETAIL r _ � ;,' , L" MIN. ALL SIDES HOOD W/ BIRD 1111 11 9 l�ylldl� it,y A N ❑ SCALE (TYP. FOR C) ! i Y...._ _:_.0 -_ _ - - --. _ -.._ __ Telephone ¶ �j�j -�.,,�_.�_ _-_ _-.--------__.____.___ - �� I SCREEN 11 (�lep11J1®ne ll -889 44�U'�+4-125 CFM NOTE. SUPPORT IN-LINE PUMPS 8 PIPING FROM STRUCTURE ABv. W/ HANGER RODS d SPRING TYPE I x ! „ CONN. TO EXH. COLLAR VIBRATION ISOLATORS 50 AS TO PREVENT N015E 8 VIBRATION FROM BEING TRANSMITTED INTO i" ! ON HOOD W/ GREASE Fax `�'^884,4329 II_ __— -__�_ii 61 i`_-_- i TIGHT CONN. (TYP.) 0 THE STRUCTURE 8 SURROUNDING SPACES, PLENUM -_: - ---- _--_-- -- Ii_.___.__.__ I i EXTERIOR WALL FULL 51ZE OF LOUVER I jCx2 - - ;i; CONN. TO MAKE-UP BRANCH DUCT i _-_, AIR COLLARON HOOD LINTEL OR HEADS 11 1 x14 i ..� Xs (TYP) AS REQUIRED BY GG i; x x' ^-- RELIEF VENT I �! POT - VOL. CONTROL DMPR. 1i 11� SHit Revisions LOUVER FURNISHED--i.- I - - r- r - - - - ---- ---- _ BY HVAC, INSTALLEDNow- 5 3�0" DEEP PLENUM 14" IN. Y GC. "�MI OKIN —SECURE TO CURB DRILL WEEP HOLES - iI -- �:� ` �__.._ y.._r -- N= ='rYl - I '1�►-- LOUVER EXH. - ROOF CURB BY GC I i 1 --; - ---, -- _ . r 22"x22" KIT. HOOD -- -- j 40 MIN, DISCH. EXH. DUCT RISE -- - ; S00 CFM ABv. ROOF TO ROOF EXH. FANif ii it ROOF SEAL ALL BOTTOM SEAMS WATE r HINGED CURB _ �- TIGHT TO 4" OFF PLENUM.BASE, _ 10"xl2'�` --____ ___ -_�- - L- v_r �._ _.__._ 12 xl2 CAP FOR ACCESS -` _ GRAVITY BAGKDRA GREASE THROUGH HATCHING INDICATES DUCT CLla"E, " G,46-OUT [) ED �- - --_- -. - -_ it DAMPER WHERE REQ'D. W/ DRAIN FITTING EF GLEAN-OUT DOOR INSULATION SPECIFICATION) f PIT-up EF (SEE SPEC 1 MOUNT HIGH W/ AN NOTE: THE GG SHALL BE RESPONSIBLE FORA 11/2 H.W. 8 C.W. SUP. ! 14" WASH !' REFER TO FLOOR PL �'LENUM FULL SIZE OF VENT f P TRAP WARE- �� , ! 5 VIB. ISOLATORS WEATHER TIGHT INSTALLATION. FOR DUCT CONNECTIONS, INLET CONNECTION, SEAL p RET. PIPES I �� y I ALL SEAMS WATER TIGHT TO i I LOUVER DETAIL (TYP,) : ABOVE BASE. 12"x12" 3/4" I I NO SCALE s 3/4' ! _. NOTE: BOTTOM OF BRANCH DUCT CONNECTIONS TO BE NO LESS THAN 4" ABOVE ___ CONK. TO DISHWASHER - - - - 1 ` - ' HOOD W/ WTR. TIGHT CONK. /711 PLENUM BASE, 18" MIN. WELDED F Ir J �\ \ i - J %t f DUCT ABv, ROOF / L_J 1 y a1- 3/4" COND, DRAIN T T _..__,_. __ _-_-- __ LL ( I II VENT DETAIL KIT. HOOD EXH. ( MANUAL AIR. VENT R-3 x - T- "-- - - - - - -- T P. 2 PLACES) RELIEF' ;8 xlm_.. - ;m x� _ s ,, ; : --_-' l DUCT - ALL WELDED I ROOF CURB <BY S.C.) 900 - - }2 x12 O.A, ;! .4 " 11 r-- INTAKE LOUVER NO SCALE (TYP. FPR 2) iI i ! CONSTRUCTION IN ACCORDANCE W/ NFPA 9ro (� IVERTING VALVE I _` �t��r7D i 2�Dm CFM INTAKE VENT DETAIL 15 SIMILA - - - - 3/4" _ 18" DEEP PLENUM ATTIC HEATING OR ls, A G (TYPICAL) .i ! COOLING COIL COIL BALL VALVE 280 l {�I, __",II 24"x18" O.A. T M RETURN I ~ �" + f INTAKE LOUVER F - -� I 10 I I a 150 CFM 24 DEEP PLENU 1 _ .---� SUPPLY 18" DEEP PLENUM MUNUAL AIR VENT DIVERTING VALVE 22"x22" TRANSFORM ___.._ 8 TO INLET SIZE ON UNION (TYPICAL) ! ! -- -- N-3 `, _ H-3 Drawn EXH, FAN 3/4" DRAIN DN. VALVE 16"x10" AQUASTAT NO SCALE i Dry `� / i I 24" DEEP PLENUM ch•ok.d I� ALL VALVE NOTE: UNITS SINGLE COIL UN T5 RE TWO PIPE ! _ \ it I , i FLEX GONN. (TYP.) (TYPICAL) MOUNT NIGH W/ Saoi• HEATING COIL - Cp(L UNITS FC-3 AND FG-5 THRU FC-9 ARE -pE�--- RETURN FOUR PIPE DOUBLE COIL UNITS HANGER RODS 4 SPRING , KITCHEN HOOD EXH . FAN DETAIL TYPE VIB, ISOLATORS I AS NOTED o-.--. SUPPLY FAN COIL CX AIR COND . (TYP. FOR AC 2) Project NO SCALE UNION (TYPICAL) FG AC UNIT T 3/4" DRAIN DN. VALVE lJ NIT PIPING DETAIL NO SCALE IN 10 c (a I I NOTE. THIS DETAIL I5 TYPICAL OF ALL CABINET HEATERS CONNECTED PART LAN - KITCHEN TO THE TWO PIPE CHANGE-OVER PIPING SYSTEM, THE AQUASTAT SHALL PREVENT THE FLOW OF CHILLED WATER THROUGH �t �t THE UNIT COIL. LLL��� l�SCALE 1/4" = V - 0" i 24" DEEP INSULATED GH CABINET HEATER PIPING DETAIL PLENUM FULL SIZE OF LOUVER NO SCALE I 72"H. x 60"W. 1211 CLG. BOILER RM. VENT - COMB. AIR LOUVER RV RIGID DUCT DUCT HANGER 1Hyannis, MA FLEXIBLE DUCT (MAX, I I " �� 11 r 10'-0") I 24 x42 2 MESH RIGID ELBOW -•�-�- I -�- SCREENED VENT OPNG. 20"x20" PLENUM ( MD SEAL ALL BOTTOM SHEET METSL PARTITION SIDE DEAMS %� r 2411 MIN. IN CENTER OF PLENUM WTR. TIGHT � i FUSIBLE LINK { SQUARE TO ROUND TRANSITION FIRE DAMPER MD 24"x50" OPEN END j COMB. AIR INTAKE A 3/4" ANGLE SUPPORT SECURED THERMAL BLANKET BOILER RM. FLR. TO DIFFUSER COLLAR AND b ¶ Y S CEILING T Assisted Living lEacilit SPANNING ACROSS, FRAMING (TYP. 2 PER DIFFUSER) to —1211 V V It it V \ DIFFUSER WITH OPPOSED COMBUSTION AIR VENT LOUVER DETAIL g _GG TO CUT CEILING TILE. / �\FD' AS REQUIRED BLADE DAMPER NO SCALE - ---__------- -- _------- -- - ---- - --- ------- 'f --- ` - -- , ATTIC ,�,� NOTE: 1, INSTALLATION SIMILAR FOR RETURN AND EXHAUST GRILLES AND REGISTERS, BE ; FIRE DMPR. i BE I I zy' DENNIS A. CyG 2. INSTALLATION SIMILAR IN GYPSUM CEILINGS EXCEPT THAT ANGLE 5UPPORTS o .GAUDREAU cn ARE NOT REQUIRED. MECH, SPACE ACCESS j ; j MECHANICAL a PANEL (TYP.) ' v 9No.3806�° { aIS'S� CEILING DIFFUSER W/ FIRE DAMPER DETAIL 3"� ,m"x,m" DUCT IN Gw`S3 FIRE RATED SHAFT I i � � 10"x10" RISER I NO SCALE DET074 FIRE RATED SHAFT WITHIN FIRE j E ADJUSTABLE HORIZONTAL SUSPEND FROM ABOVE WITH ENCLOSURE (BY G.G,) I I CORRIDOR ; I RATED SHAFT i I AND VERTICAL LOUVERS THREADED ROD AND RUBBER-IN SHEAR ISOLATORS (TYP. FOR ALL ,MECH. SPACE I I EXH. RISERS) ` sh•a rna cr FAN GUARD ! SHEETMETAL I -- - -- Znd FLR______ Q DUCT - EXTEND =-� -- - �- �,, Par Plan Kfl �'h�;n �k - _ �_ ` THRU MECH. /� _.. ..-MOTOR 3"4� SPACE \ ��, i i I ; i /'�_.. .-`_ i \ \\\ J \\ I\�lr-.__.___._._ _ r_-_----..--__�.. ____- _ Details FL E>C I BL E DUCT (MAXIMUM , 10' - 0") i i I , I 211 MAX. I 1 i ���1L. ii � I ; , 1 T,4f=E AND SCREUJ JOINT LINE VOLTAGE THERMOSTAT I AIR VENT C}-D�JI 3 FLEX DUCT WITH LOCKING COVER RIGID DUCT ! EXTEND EXH,i ! 22" WITHIN VERTUGT t 1 LOCKING QUADRANT UNION (TYP) ST Q� R i WITH NFPA SO A, (TYP.) RISER IN ACCORDANCE DAl"Cfi=I=R 3/4" DRAIN OFF BOTTOM V 24 MIN. BALL VALVE - TRANSITIONAL TAKE-OFF (TYPICAL) I j s HW5 d HWR PIPES I I . __ SHOWER TRUNK DUCT ENCLo. (TYP.) I i ii CORRIDOR E I I Job Number ._1st-FLR__..___.-._. 9704 PLAN VIEW AIR FLOW �» PLAN VRE SEMON 14Nov 1997 UH HORIZONTAL UNIT HEATER PIPING DETAIL NO SCALE No SCALE Sh•rFNumb.r 0 DUCT TAKE OFF DETAIL TM p N T NO SCALE ll ll ���1'11.L BATH EXH. FAN DE It A�L H-b NO SCALE I r - he : 12 450 \4 � 3 �� o r facture 16" D(A, i �\ I \ 3/4" WIDE GALVANIZED STEEL eam SUPPORT STRAP. RIVET TO EXHAUST DUCT AND DISCHARGE CONE. (FOUR REQUIRED) 50 Commandants Way FLASHING COLLAR. SEAL WALL �t ira s i�� PENETRATION WEATHER TIGHT. Chelsea, MA 02,150 ENLARGED OUTLET CONE ASSEMBLY DETAIL Telephone 617-889-4402 Fax 617-884-4329 _ I I k I l , BAKFLOW PREVENTER BY P.C. i PRESS. REDUCING VALVE y 24" DEEP PLENUM 36"W X 12"H i LOUVER +f 1" CW BY PG PRESSURE RELIEF PIPED FULL 51ZE OF VALE OUTLET TO 1„ 6 ABOVE FLOOR (TYPICAL) MOTORIZED DAMPER WIRED MD I THROUGH DUCT-STAT OPEN END DUCT ATCUT-OFFMANUAL HIGH LIMIT I" Y- ASS TO OPEN WHEN EITHER i 3�o" ABOVE FLOOR LOW WATER B P THERMOMETER DRYER IS IN OPERATION. (ADJUSTABLE 65° F - 120° F ) 3 SUPPLY HEADER 14 24 I , OUTLET CONE ASSEMBLY 1 SEE ENLARGED DETAIL ABOVE I 4 HWS TO SYSTEM � JI FLOW INDICATOR WITH ALARM SWITCH CLOTHES DRYER — — F4 r -� UNION ..�- 4" (TYPICAL FOR TWO) EACH WITH OPPOSITE (2 PLACES) 4CONCRETE 3" HW RETURN HEADER 3"--► FLOW DIRECTION. PAD BY GO "EXTROL" MODEL 1/2" PRESSURIZATION LINE ABv. 400-L EXP. 3�0"' » •6 N •g TANK -TOT. VOL I GRADE 105 GAL. _—__-_ ______.-- --------------_ __.. AUTO AIR VENT NORMALLY CLOSED GATE VALVE FLEXIBLE CONNECTOR 311 Z 3/4" DRAIN MANUAL HIGH 411 NG NC 4" 10"O/RIGID DUCT Drown l ( DS PRESSURE RELIEF PIPED FULL LOW WATER GUT-OFF NC NC Checked SIZE OF VALE OUTLET TO 3" SUPPLY HEADER NOTE: INTAKE DUCT AND LOUVER PLENUM TO BE IN5ULATED. TI, ro" ABOVE FLOOR (TYPICAL) 4" �- --.♦•- 4" 4" �- --�-- 411 Boole VIBRATION ISOLATOR � � , rn�� " "YE " V-r-yNT D"TAIL 3 r.. I TRIPLE DUTY VALVE 4° �- �1 1 �I l� AS NOTED GATE VALVE—► � sue'/� •� ProJeot P HEATING P 5TAND-5Y PUMP NO SCALE F4 HAUTO AIR VENT - - I PUMP 2 HEATING OR COOLING 3" HW RETURN HEADER F4EXPANSION W h!l l4 ce h�I I TANK AIR 5EPARATOR 0 ti r Estcatc; 4 01 �'2 +3 04 TD11:1111iBOILER CONTROL �'ANEL MODULAR N.W. BOIL RS -I-- '- i TEMP. CONT 10L 0-ANEL /�� � 3/4" DRAIN -�.-- /- s! i 4 HWR FROM SYSTEM - GLEAi)d'OU� � •. � it ' lip % it BLADER TYPE '77 _ TANK 1! I �3/4 DRAIN TUBE EMOVAli 24"d CH�1"NE-Y--Rf -------------- THRU ROOF (SEE! ' 3/4" DRAIN PRESSURE GAUGE SUCTION DIFFUSER FLOW MEASURING ' - '- r I I i TERMINATION DE#T'rAIL WITH PET COCK. WITH 3/4" DRAIN DEVICE ! I I I ON DWG. H-�o) B STRAINER ` ; l�lldl�3" THICK CONCRETE PAD BY GC ✓ 1�a 3�a" GOND.s DRAIN Hyannis (TYPICAL FOR BOILER, PUMPS j I ( 1 I ros RUN TO N aREST y ! TRASH FLR, DRAIN IN 7 AND CHILLER BARREL) i �'� I BOILER Fr, BOILER RM. VENT --- --- -� --- - ------ - - --- 4"-1�- PRESSURE 4 -�,. i-, "` I ( T _ ---- - -_ _-, DIFFERENTIAL 8 COMBUSTION AIR i VALVE LOUVER - (SEE DETAIL ON DWG. ; I I 20 \ 24 O o FG X ---1 1 1 J 4 cv 4" GWS FROM SYSTEM i �� �� i 1 I I i Assisted (Living Facility MANUAL AIR VENT I X 1 1 O O I i FLOW SWITCH 41-► 1 i 1 L� 20"�- ----- --- $ - ---- --- --' THERMOMETER �---s Q 4" CW5 TO 1 4 ► SYSTEM 1 I O O ----- --- FJ NI DIFFERENTIAL PRESSURE STRAINER -- REFRIG. PIPE MAN ( W i -- AIR COOLED CONDENSING UNIT GAUGE WITH GAUGE COCK. W/ BLOW- HOLE W/COVER � _ N .1 - ` 1 . tl/2° DOWN AUTO AIR VENT _ 4" 3„ i �� �V : I DUCT '^ F10 4 -� TRIPLE DUTY VALVE (2) 10"0 BURIED SGN, I 1 i 0 i 12"� 1 I ! ' L --- -_ 1 I �NOFM 2 i$ SUCTION LINE EXPANSION j ! I Toa ( 1 1 �pLSq� (TYPICAL FOR TWO) 40 PVC, CONDUITS FOR ( � ', 1 - -- -- I = G VALVE I BOILER RM. UtriNIZ)P. REFRIG. PIPING ) _ _ _ o GAUD£U �cn P GRILLED WATER i ( 11�„q, �,, 4 1 2��2" r ; ; - J V MECHANICAL PUMP UO - I v ,,No.38O67 y ro" THICK CONCRETE PAD 3 '. ' s 4 BY GC - - --- - - -Ntu�- --•�-�J-+- - - - - U--- 3/4" DRAIN CHILLER BARREL V � I L- -•f- -L� - - - —— --— — —NIUS R— --0- — —i-I— PIT ACCESS COVER AREA DESIGNATED MAN HOLE COVER BY GC BY GC FOR FIRE SPRINKLER 4" SERVICE I 1" H.W/C.W. ) I I 4 sh.er ,m. 1 I PIPING v ` 411 411' 211 I 1 AREA DESIGNATED 4 4 1.1 l 1 = FOR WATER SERVICE.--, , �.../ �..../ 1� i"__�___-�—,_--_�� _ ! ' i � ICI Diagram � SEAL BOTH ENDS OF EACH SLEEVE WITH �__•------ ___. _ . -___.�.- _-_ _ __._-_--------_.___-- --___._-- fNSULATING FOAM __._ __ _. __. .-______ _____._-� �---------.--.�.__--. I �1 �� �' ®� �' Boiler Room Part Plan J 30"X 30" CONCRETE MAN 1 3/S" LIQUID LINE h I 1 I Imo^ HOLE. - DEPTH AS REQ'p FILTER DRYER TYPICAL FOR TWO ` I, P Y FIELD CONDITIONS -------------------------------------------- � ,, I B ELD C D ----------------------------------------------- , >✓.W. PRIMARY PUMP REFRIGERANT SIGHT GLASS 12" HIGH CONCRETE AIR SEPARATOR ! ! _____ _______ _ ____ __ _ __ _____ SUPPORTS BY GC GAS FIRE HOT WATER HEATER BY PC. AIR SEPARATOR - ----------------------------------------- - THE HVAC CONTRACTOR SHALL PROVIDE P (TYPICAL) ALL GAS VENT CONNECTORS WHICH COMMON STANDBY 2 __ -+�-- 30"X 30" CONCRETE MAN HOLE WITHIN SHALL BE FULL SIZE OF THE UNIT CONNECTION. MECHANICAL ROOM. DEPTH A5 REQUIRED BY (TYPICAL FOR THREE) FIELD CONDITIONS 1 YARD CRUSHED STONE $. HW. PRIMARY PUMP P FOR PIT DRAINAGE a RUN EACH SET OF REFRIGERANT PIPES WITHIN A 10"o PVC PIPE SLEEVE Job Number 9704 CHILLED WATER/HOT WATER FLOW ' DIAGRAM PART PLAN — BOILER ROOM 14Nov 1997 NO SCALE sheet Number SCALE 1/4" = 1' - 0" 0 h�:; RV RI I ROOF VENT & ROOF INTAKE SCHEDULE II' ITEM MFG'R MODEL THROE T AREA FREE SERVICE REMARKS rchio tectura RV-1 CARNES G5AAl6 16114" DIA. 1.44 5Q.FT, EXH. VENT RI-1 CARNE5 G5AA16 16114 DIA. 1.44 5Q.FT, O.A. INTAKE UNIT HEATER SCHEDULE EDULE Ceram MOTOR DATA HEATING CAPACITY UNIT ITEM MFG'R MODEL CFM WT. REMARKS HP V 0 EDB EWT GPM MBH LBS, 50 Commandants Way H-1 STERLING H5204 2400 1/4 120 1 60 200 12.5 125 90 BOILER ROOM T04 - HORIZ. UNIT At Admirals Dill H-2 STERLING H5120 1600 1/20 120 1 6O 200 7.a 78 70 RECEIVING Toe - HORIZ. UNIT Chelsea, � 02150 * CH-1 STERLING F1000-04 43Q} 1/10 120 1 60 200 3.0 30 --- STAIR TOWERS, FREE STANDING Telephone 6 1 7-(�(�89®44®2 - CH-2 STERLING FICOO-03 335 1/15 120 1 60 200 2.0 23 --- VESTIBULE 035, FREE STANDING ¶ `0� DESIGNATION X-X AI DEVICE ISCHE I� lJ LE Fax 61l -884-4329 - W/ BUILT-IN T'5TAT AND FAN SPEED SWITCH VOLUME CFM -- XXX NECK ITEM MFG'R MODEL SIZE TYPE REMARKS Revisions * * 5-1 CARNES SKFA 6"x6" DIFF. * * 5-2 CARNES SKFA 9"x9" DIFF. * * 5-3 CARNES SKFA 12"x12" DIFF. 6-4 CARNES RAFAH 30"x18" REG, DBL. DEFLECTION 5-5 CARNES RAFAH 24"X'5 REG. DBL. DEFLECTION 5-6 CARNES RAFAH 16"x10" REG, DBL. DEFLECTION R-1 CARNES SKFA 12 x12 DIFF. 4-WAY BLOW R-2 CARNES RAAAH 12"x24" GRILLE * * R-3 CARNES SKFA la"x18" DIFF. 4-WAY BLOW * * R-4 CARNES SKFA 15"xl5" DIFF. 4-WAY BLOW PUMP SCHEDULE E-1 CARNES RAJAH 10"x14" GRILLE SUCTION DISCHARGE HEAD MOTOR DATA E-2 CARNES RAJAH 12"xl2° GRILLE ELEV. MACH. RM. ITEM MFG'R SERIES SIZE SIZE GPM FT. RPM REMARKS HP V 0 E-3 CARNES RAJAH a"x8" GRILLE BEAUTY PARLOR P-I B 4 G 1510 3" NPT 2-1/2" BB 237 51 1750 5 208 3 H.W. PRIMARY PUMP P-2 B 8 G 1510 3" NPT 2-112" BB 237 68 1150 1-112 208 3 COMMON STAND-BY PUMP P-3 B d G 1510 3" NPT 2-112" BB 237 6a 1750 7-1/2 208 3 G.W. PRIMARY PUMP P-4 B $ G (00 1-112" NPT 1-112" A 21 30 1-150 1/2 208 3 N.E. WING SECONDARY PUMP P-5 B 4 G 60 2" NPT 2" A 62 35 1750 1-112 208 3 N.W. WING SECONDARY PUMP fi -(0 B $ G 60 1-1/2" NPT 1-1/2" A 33 32 1750 3/4 208 3 5.E. WING SECONDARY PUMP P-7 B & G 60 2" NPT 2" A 61 3(0 1750 1-1/2 208 3 S.W. WING SECONDARY PUMP Drown DS Checked * REFER TO .DU;G5. FOR DIRECTION OF FLOW ON ALL SUP. DIFFUDERS * * FURNISH W/ OPPOSED BLADE DMPR, 8 FIRE DMPR. ASSEMBLY TO Seale MAINTAIN INTEGRITY OF FIRE RATED CEILING NONE Project 'WhIc '' I behnaffl FC FAIL COIL UNIT SCHETI) JL� Estatu CFM ESP FAN FAN MOTOR COOLING CAPACITY HEATING CAPACITY UNIT N0. S EXTRA l..J S JL FA1� S C �E � lJ �� ITEM MFG'R MODEL WT. OF REMARKS TOTAL OA in.wc SPEED HP V 0 EDB RH EWT GPM SMBH TMBH EDB EWT GPM MBH LBS. PIPES ESP FAN MOTOR DATA * FC-I TRANS TVR503D 300 - --- HIGH 1/30 206 1 7a 5090 44° 1.7 7.7 9.9 72° 180° i."1 17.0 100 2 LIVING UNITS W/ I KW AUX. HTG. COIL ITEM MFG R MODEL CFM REMARKS IN.WC RPM HP V 0 * FC-2 TRANE TVRB04D 400 --- --- HIGH 1/16 20a 1 7a 50% 44° 2.4 10.4 13.7 72° 18O° 2A 24.0 lao 2 LIVING UNITS W/ I KW AUX. HTG. COIL FC-3 TRANE TVR506D 600 150 .loll HIGH 1/10 115 1 80 50% 44° 3.7 15.6 21,7 551 lao* 3.1 37.0 200 4 COMMON SPACES EF-1 NUTONE 8310 180 .25 --- 1.0 AMPS 120 1 TUB RM. 046 FG-4 TRANE TVRBIOD 800 200 .40" HIGH 1/4 115 1 8O 50% 44° 4.6 1g.4 26.0 55° 18O° 4.6 46.0 200 2 COMMON 5PACE5 EF-2 NUTONE a3lo lao .25 --- 1.0 AMPS 120 1 EXAM RM. 01-1 Hyannis 9 MA FC-5 TRANE TVR503D 300 75 .loll HIGH 1/30 115 1 80 SO% 44° 1.9 &.1 11.2 55° 180° 1.9 19.0 1&0 4 COMMON SPACES * EF-3 CARNES VCD5045 300 .375 1050 3.0 AMPS 120 1 BEAUTY PARLOR 072 FG-6 TRANE TVR504D 400 100 loll HIGH 1/16 115 1 80 50% 44° 2.7 lo.9 15.7 55° 1801 2.7 27.0 la0 4 BLDG, STOR. 8 DEN * EF-4 CARNES VCD5045 300 .375 1050. 3.0 AMPS 120 1 TRASH RM. T05 FC-7 TRANE TVR803D 300 --- --- HIGH 1/30 115 1 70 5,0% 44° 1.1 1.1 9.9 72° 180° 1.7 11.0 la0 4 BU51NE65 OFF, 8 MARKETING DIR. * * EF-5 CARNES VI5K-10 600 .625 1375 1/3 HP 120 1 DISHWASHER FC-8 TRANE TVR504D 400 --- --- HIGH 1/16 115 1 7a SO% 44° 2.4 10A 13.7 '12° laO° 2.4 24.0 la0 4 LIVING RM. d LIBRARY EF-6 CARNES VR5K-30 6300 1.5 7-10 5 HP 208 3 KIT. HOOD FC-S TRANE TVR510D 800 200 .40" HIGH 1/4 115 1 8O 50% 44° 4.6 19.4 26.8 55° la0° 4.6 46.0 200 4 MAIN LOBBY EF--1 NUTONE 8310 1&0 .25 --- 1.0 AMPS 120 1 TUB RM. 060 FG-10 TRANE TVR50BD 800 200 .10" HIGH 1/5 115 1 8O° 50% 44° 4.6 19 27 55° 180° 4.6 46.0 200 4 MAIN LAUNDRY T03 * * * BE NUTONE aa33 So .25 --- 75 AMPS 120 1 BATHS e UTILITY RMS. * FC-1-H TRANE TVR503D 300 --- -- HIGH 1/30 208 1 78 5051/0 44° 1.7 7.7 S.9 72° 18o° L7 17.0 lao 2 HANDICAPPED LIVING UNITS * IN-LINE FAN W/ SPEED CONTROL Assisted Living Facility * UNIT TO BE FURNISHED W/ 1 KW, 208V - 1 S6 - 6OHZ AUXILIARY ELECT. HEATING COIL * * IN-LINE FAN W/ SPEED CONTROL, ALUM. HOUSING 4 DRAIN CONN. * * FURNISH WITH REMOTE MOUNTED T'5TAT 8 UNIT CONTROLS FOR HANDICAPPED LIVING UNITS * * * p VERTICAL MTD, EXH. FAN DESIGNATION ON DWG'5 ® HORIZONTAL MTD. EXH. FAN ��PyZ �s9c $ DENNIS A. �G o GAUDREAU cn MECHANICALCIO '-+� 740 sS II AC AIn LIAl� " L,IN UNIT sC ��[F � VZ Sheet Title CFM FAN MOTOR COOLING CAPACITY HEATING CAPACITY UNIT ITEM MFG'R MODEL in we FAN WT REMARKS TOTAL OA SPEED HP V 0 EDB RH EWT GPM SMBH TMBH EDB EWT GPM MBH LBS. Schedules AC-1 TRANE 15CH50-12 2400 750 1.15" lobo RPM 1-112 208 3 60° 50% 44° 12 54 72 52° 180 10.2 102 450 MAIN DINING RM. 045 -HORIZ. UNIT HVAC AC-2 TRANE 5CH5072 2000 200 1.75" 1090 RPM 1 205 3 85° 50% 44° 10 45 60 6a° 18O° 3.1 31 45O KITCHEN T07 - HORIZ. UNIT AC-3 TRANE 5CV5012 2000 750 1.15" 10SO RPM 1 200 3 60° SO% 44° 10 54 72 52° 180° 6.5 65 450 MULTI PURP05E RM. 014 - VERT. UNIT INPUT OUTPUT MA-1 REZNOR ADF-500 4725 4725 1.15" 1075 RPM 5 20a 3 -- -- -- - -- -- 300 MBH 255 MBH --- KIT. MAKE-UP AIR UNIT Job Number 9704 we 14 Nov 1997 Sheet Number ' I STRINKLER LEGEND�-� ,j I : 1 I ; ---"� I NOTES: HWSI 1. COORDINATE ALL PIPE, i41 DUCT AND EQUIPMENT SUPPORTS 4" PRIMARY CWR o CENTRAL A-1 DRY PENDANT O 15.6K) 1165°F) j E _ 4" 4 ,I/4 = ; ' WITH G.G. ITYPJ - - I 4" PRIMARY HWR 11 2. FURNISH AND INSTALL HANGERS 8 SEISMIC RESTRAINTS 4 FR!MARY CW5 D o CENTRAL H-1 DRY 51DEWALL ` - = jl t _ j �- --� , I AS RE V. BY CODE �TYP.) C5.6K) (212°F) a T� 1t�(cIT u r� i ! CENTRAL GB-QR RECESSED PENDANT 15.6K) 155°F = 111411 EE ( (•) CENTRAL GB-QR UPRIGHT —__—_�— __= '—_. __ --- -_—_-_- ,,2 I _______. I, ___\` 2 i, o 0-, •15.6K) 2m0°F ;i II I II 11 a }, \ �CENT A G -Q CE55E N ANT I = I; ,II \ ;R L B R RE D PE D r=; j 1j '; � �� II (5.6K) (155°F) UPAft I it �: /:/ ��� �� CENTRAL GB RECESSED PENDANT i j -- 15.6K) (155°F) OWN --- D Q3, � 0C PIPE DOWN DROP I" TO BOTH y 311DRY RISER UP - j' / �\ ,�/� Q O SPRINKLERS BELOW STAIR i_�=r y 85 (o" DRY RISER UP )li4" �� lj /� _ `��' '—— — 50 Commandants Way PIPE UP I 1 -- _- 4 PRIMARY PIPE ¶ Hill MAINS EXIT At Admirals BOILER RM. rChelsea, MAC 021�.50 �; u 2 SECONDARY H./C. WTR D.H.W. PIPES ¶�, ¶ (� I i SUP. 8 RET. MAINS BY P.G. Telephone 6 1l7-889-4402 SPR. MAIN BY FIRE I14:__=�. -__ .._�._—__�.: - - ;l / S-2 PROTECTION CONTR. FIRE DEPT. CONN. ? I 2O>O —� 6" DRY PIPE VA. I 3 f` �r' _ CORRIDOR SPR. HEAD - SEE ( ;E DESIGN DWGS. FOR — I ; EXACT LOCATION 3" DRY PIPE VA, I it �I SECTRON A-A I I Revisions 4" WET VALVE i1 ! 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PIPE LINK TO BE \ STORED INSIDE i STORED INSIDE SS Q \ �> \ ` ti\\ i \ , x \v // \, \ \\``\ TEST VALVE--- i TEST VALVE--- j ! /n ray f \ /i / \\ \;\ y N1 DRANT TEST Y/ 241I ! I TEST GASINET 2411 I TEST CABINET TEST TEST 1H�YDRANATE �-2�08 PSI STATIC SLEEVE 4 SEAL PIPE LINK ^ \ � WATER TIGHT , UNION � E f 53 PSI RESIDUAL sheet rnl• II // a;\�' i • \ (\�\ \: FLOW HYDRANT - 1121 GPM SMOOTH BORE f !—._.__�_ ._.._._.—.___ ! I CORROSION RESISTANT I I AVAILABLE RESIDUAL PRESSURE - 65 PSI \ I I OUTLET GIVING FLOW --- -.—_.- - — - I CALCULATED RESIDUAL REQUIRED - 54 PSI EQUIVALENT TO ONE j TEST PERFORMED BY ARH ENGINEERING, INC. First j SPRINKLER �']l]C Floor I�lZlar� Partial 4&11 4011 Fire Protection IST. FLOOR I I 2ND. FLOOR 8 � SLEEVE SEAL WATER TIGHT SMOOTH BORE IST. FLOOR CLG. CORROSION RESISTANT OUTLET GIVING FLOW EQUIVALENT To ONE P1'IDRAULICALLY DESIGNED 5f=RIN<LER SYSTEM \ SPRINKLER '1DRY 5Y6TEM11 Job Number WET SYSTEM INSPECTOR'S TEST CABINET DRY SYSTEM INSPECTOR'S TEST CABINET DESIGN AREA - ATTIC 9704 \ / NO. OF DESIGN SPRINKLERS - 2P� �. N� -S C 4 1 _ N CD S G DESIGN DENSITY - 195m NOV. 14, 1997 SPRINKLER DEMAND FLOW - 454 GPM sheet Number INSIDE NOSE STREAM - 0 ` OUTSIDE HOSE STREAM - 250 GPM RESIDUAL PRESSURE REQUIRED - 54 PSI FP- I hc rchitectura� ' ITl� V It �� �i I i I ' i ' �_ �_ r.- Y .. L_ L 1 I�L 41 11/411 11/411 eam -J PRE55URE GAUGE 50 Commandants Way _ - ; 1 DN. TO BOTH{ SPRINKLERS __ ��" � � �� RELIEF VALVE {�. Hill A\ UNDER STAIR. At Admirals !1 illl Il�� I 1/2 11,4i AIR MAINTENANCE DEVICE ({� ¶ }��/��jj (��j ¶ (� FROM AIR LOUD PRESSURE �llll�ll���,4 A�ll� �L1'�+ 1l��U' Lfl _ I COMPRESSOR ALARM Telephone 6 17-889-44 2 ; { __ = DR`t' PIPE VALVE ALARM I PRE55URE Fax 6117-884-4329 � Ilia" ll/a" z • I I SWITCH WATER MOTOR CzONCx RETARD CHAMB. FIRE DEPARTMENT \ CONNECTION FILL PORT 1- ! j I� � I ATTIC DR,r PIPE i � -I N/C -•- o VALVE Wslon, N/O o it Q0 o Q® 11/411 TO _►- 11,Z� 1/ x-� _ l r WET \ 4" ALARM CONDENSATE 3 CHECK DRAIN I-' _ - •- i i TO -► i i TO �i �+ 1" jr =1 IN DRIP DRAIN DRAIN I -• 1" CUP - I GNEGK H*F 7 TO � HRUST SUPPORT jl I yy , _\ = VALVE DRAIN R` f �.�^ —— 11 0 -�- K�11 K/il y j Z Z MAINTENANCES j 1 I 11/417 11/4 1 2 1 1 l/4 1,a I I j Q m - _—_ m � � CNEGK L—T, 1 I j ji i I? ,, CONC. 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AGTUA_ PIPING 15 IN5TALLED Fire Protection WITHIN ATTIC / V Job Number 9704 Dote NOV. 14, 1997 Sheet Number FP-4 he Iu In 11/4" 11/4" • • • • i • 11/2" R.N. Archlotectura� 1" 1" eam • K/" RISER — - - 50 Commandants Way At Admirals Hill , ;1 _ f; 211 i 2,,2 , 21/2:1 ., 2,: Clhelsea, MA 02150 1;72" R.N. �2" R.N. Telephone 617-889m4402 2" 2" R.N. _ _ � Fax 1 7 884-4329 21 Revisions I .4 • • • • f l i f • I I f l 1 u u u u ( n I I I/qu I/4u 1 1 I I 1/4 111411 1 1 1 I/z" R.N. • • • • • • • • I1,2 2:1 ,:: -� N 1:. 11,2 R.N. I:: •``� �• •� • 11/2 : R.N. 1 = <� cv Drown JLP I„ 21 ,n 11/4„ 11/4„ ,:: 11/4„ Qi ♦ • • ♦ i • • • • • • i • Checked • 11/2" R.N. _ �,1/2 R.N. = v . Seal* oil 11/4 : c, 11/4u 1: ,:: I:: ,u 11/4:" N 11/4 1 lu Project • • • e • • • • f • • • • i • • 11/2 R.N. �,1,2:: R.N. Whitehall BIZ 0 Estate I 11/2" R.N. � • !a • I I/2�: R.N. e �!a e \ 1 1 1I/4u i tI/4u I , 1 1 1/4 1I/ n 1 1 u u n u u u 1 u u u • • ♦ • 4• e •'so • • • • • • f �\ 0 f Hyannis, MA. 11/411 Ill �\ • e • o • e • I" Assisted Living Facility • i �2 `la • \1'1 • (p • Ala I • I • • �' % `'' • ESN OF A�qs i • GAUDREAU m • \ • MECHANICAL � • � � • • v ,per • tV0.38067 4 y • S1pNAl. Sheet Title • e Attic Plan - Partial lk Fire Protection Job Number 9704 Date NOV. 14, 1997 Sheet Number - FP—b I! 7, _ _ i f I _ hte 1 1,4u 1 14 n I„ 1❑ Ii1"2" UP Arch lot tectunna) - i = - ;, 21 =a /fin I 21 - 50 Commandants Way 21 At Admirals Hill 21/211 Chelsea, MA 02150 - 2 UP - - �- 2" UP Telephone 617-889-4402 � r- ---- IF ax 61�7-884-4329 —tt I � 271 Revisions 21 i I } 2" UP =21 R.N. r2 e 1" N. TO ( • e �• j = UPP ROOF - _21 I _ I Sm - Drown • JLP • Checked • 1�/4" R.N. TO • • UPPER ROOF 6" I> Scale + Project i f • • I I, Whitehall f I" UPPER ROOF /'' q" Es ats e I" • /� a /o e s I N L4„ nIry • • Hyannis, MA. 1114 ,i, /, �1! • • • /,, c c o ��� I / • 4 e I \� e /g � 46 • - �. Assisted Living Facility g • 4 8 • • • 4 / 6 • qv % 19 4P • 38 • �\Q4 ��pF MAS • 6 DENNIS A. SG Je • e 61' \ • /! GAURREAMMECHANICAL No.38067 m f i • / • 3� 6 `� O '9F �Q 6 • e J �S( I � M1 • 62 �� Sheet Title O• • Attic Phan - Partial 63 • o� Fire Protection I % Job Number \ 9704 / Dot* / NOV. 14, 1997 Sheet Number I i — R 3"— UP TO FCO I I g 3 3 311 I I g itecturArchal I I I I i 13° I II I I II I o ear I I I 211V UP 2"U1 d T 31, V, UP 5® Commandants oa � IJT i � At A 311 2„ ( ( UP TO FLOOR Admirals�� I1111� i CLEAN-OUT 2 Chelsea, MA 02150 TO EXTERIOR 4" ( i 3"W4T 4" i 4" GREASE TRAP 2" LU, UP (GC TO BOX OUT FOUNDATIONS Telephone —���a44®� Fax 617-884-4329 UP TO FCO 3 21IW4T 7 2" 411 REFER TO KITCHEN PART PLAN FOR 2"W4T ADDITIONAL WORK IN THIS AREA, Rio 2a 4"I I 3 2" UJ, UP (SC TO BOX OUT FOUNDATIONU II 2"UUdT 211 UP TO FCO i I CLEAN-OUT A FLOOR 4 3" W4T GLEAN-OUT 2"WdT I I I Revisions _ 2"V _ 3 3 N I I 4" 1� 2„v, 2" D I i 3 3"v, UP , S" SEWER UP TO FCC 3" W4T i i 3 I I 1 4" UP 2 TO FCC „ I ( �0 4" 2'IV, UP 2" I 2" W, UP J 2Vi 2"W12V L_ z J _ 4"W4T ( 2"UJdT ►� 3 I - - - Zw TO FLOOR 2 v �I I GLEAN-OUT R I 2b I ( I ( R 2" UP TO — a I FCO i I I I R 31 - - d - - R � �� � �a J I I � �— � o I II II I 2" I • R I I R Drawn 2"V �a I I I I R I I � 2"IU4T b 2" 31-0 _ ALP —3 3�� Il Chocked -,J L L L-i o 3" 3n Scale —' vJ VJ KJ lC/il 511 Project / 2 i 3" UP TO FCC 2 3" 2 3 3 2„ 311 WhlotehaH Lill b 14 R 14a TO I 211V 2c FCC Estate FCO � R UP TO Hyannis, MA FCO Assisted Living Facility � � I / Ash qH OFDENNIS A. GAUDREAU MECHANICAL-+ S 9No.38067 a y 4 sheet Title Underslab Ilan= Partial Plumbing \ FG \ o � ' Job Number 9704 Date 14 NOV 1997 Sheet Number Do he 2" - 2"v 311 UP TO P FGO I GO AIrchlotectura� I i R I II Sa II � II I I I I I I eam II /z%J4T �� 2\ I I — R 50 Commandants Way 3I I 21111 ( I At Admirals Hill 3 I I R I I I Chelsea, M.A. 02150 IS I I 4 I I Telephone 617®889e 4402 Fax 617-884-4329 II I2"UJ$T _ 2"v � I I3„ 3 / 2"v 411 R 3" 0311 rl '2"v / Revletone 2u LUdT I 4" I I I II I Ii 2"V I3 R 5 21 I I I I II41, II I I I'/2"LUST 211 2 v ( I 3 3 3" R I F R 113114° 6b iI41, II I 1 1 1 1 I I I I Drown II Ii I JLP I I I i 11/2 W$T Checked L 33 — Scale 311 1/8„ _ 1,_0„ — — — — \ UP TO Project \ FGO UP TO R — FGO 6c Whitehall / Estate II \ \ Hyannis, MA UP TO FOO \ " UP TO \ \ 3, 46" Assisted Living Facility 311 DENNIS A q°tiG GAl1DREA AL ME No.38067 o y l y ON sheet nti. "CC) Plumbing \ / Job Number v 9704 oat. NOV 14, 1997 Sheet Number 9 I , - _. 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I PlL_4111 j _t:xl t* ir h 10 t ce t ur UNIT F rip\ �- �-,..^•si I ,' ;7i— -1--';-r VTR ►! — { a 1 i P3 P2 I fix. a i 218 P4 50 Commandants Way f it .fit Admirals Hill f _ , i P1 ' VTRChelsea, it Telephone 9 Fax 617-884-4329 074 _J OIL — __— ----= o-=�--_ 1 ` tY P4 STORAGE 2 VTR u' 217 P2 ` PI , II- i P3 � � % f Revisions —"-----_— 073E ' Ir - 216 P3 UNIT C �� P j� P2 VTR P4 L r ' T - i R ui 21a P4 V __._...__ _..---- ------- ------- — II! UNIT A VTR T �' UNIT A rO n it i CORRIDOR I ,�� I+ E v Ei � I T- _ - -----a OU 726 S.F. i VTR 4- L._-, BEAUTY SHOP /�' _ VTR � I r P4 f l_ \ J �' I \ -I=2 i �3 i Drown \, ` - - -- L--- - -----' JLP Checked JANITOR'S / \y\ /' `'•�,"� . \r\ , .`.`�• CLOSET " - Project ' F'2 E F�11A a LOUNGE 4 14c� Whotnhan l \ ELEV. LOBBY 4 %! L'/ "\t •'` OS AJ Estan) tc; `�� / /! \:"< / i. l p/ /. BATH 1. `'!` , \\ ,r r=,<= /'""•., r" /,! ! ` p s? 1/ / /! •�� \.,�`. i �\�/ \!4 A A� \,`f ORR/pOR A (y ,/' ,/tr / .,! // \le C ssq r,\ / ! 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Job Number / 9704 t Dote NOV 14, 1997 Sheet Number P—b he SEE PLANS FOR —ir- PIPE 51ZE5 1 1/4' 3/4" 3" WATER METE r� 41 o -►- NWR .,,- AQUASTST Now- 1-!WR ...-- AQUASTST it TIC �t�C�urca 21/z' THERMOMETER GATE VALVE EXTERIOR WALL —► THERMOMETER GAS COCK VIM ►- PRESSURE GAUGE PRE55URE GAUGE W/ PET COCK. TO FIXTURES 1207E -�I—TO KITCHEN 120°F UNION - -Mo- FROM DHW HTRS. 1407E— 211 FROM HTR. 140°F GW I \ —►CW i /3/4" ►TEE + 21/211 2�z 1 3" CW TO R.P.B.P. DRIP TRAP PRv BUILDING 3„J 50 Commandants andants Way NWR PUMP P HWR PUMP 2" P GA5 UTILIZATION EQUIPMENT ► At Admirals Hill O REDUCED 55UOHill RED ED PRE RE Chelsea, MA 02150 BACKFLOW PREVENTOR 9 (TYP. FOR TWO) GALV, METER Telephone 61 U —889-4402 TM M SUPPORT ft Fax 61 884-4329 �11/4 MECHANICAL SEAL LARGE MIXING vALV 4" WATER SERVICE CHECK vALvE-- SMALL MIXING VALVE GAS CONNECTION DETAIL NO SCALE NOTE: 1. SEE RPBP DETAIL 2. PC TO PROVIDE WATER SERVICE FROM 10'-0" OUTSIDE BLDG. Rwistons CHECK VALVE WATER SERVICE HIGH—LOW MIXING VALVES KITCHEN MIXING VALVE NO SCALE NO SCALE LEONARD TM-1a(-a®15-PRV NO SCALE LEONARD TM-50-E-RF WATER RISER SCHEDULE GAS VENT BY HVAG FIRE RATED WALL BRANCH SUPPLY PIPE UP PIPE DOWN CONTRACTOR BRONZE STRAINER TEST COCK ITYP. FOR FOUR) MINERAL WOOL RISER CW HW CW HW CW HW 1-1/2" 2-1/2"H BRONZE UNION PACKING MATERIAL (TYP. FOR TWO) R-1 1/2" 1/2" 1/2" 1/2" 1/2" 1/21, 2" MAXIMUM PIPE OR CONDUIT �� �� �� �� �� 1407E TO MiXING VALVES WATER FLOW ANNULAR SPACE R-2 3/4 3/4 1/2 1/2 1/2 1/2 R-2a 1/21, 3/4" 1/2" 3/4" VACUUM BREAKER 2i/2 C Drown .CTYP) � R-2b 1/2" 1/2" I/2" 1/2" THERMOMETER c R-2 3/4" 3/4" 1/2" 3/4" 1/2" 1/21, JLP BALL VALVE REDUCED PRE55URE BACKFLOW R-26 1/2" 1/2" 1/2" 1/2" checked I (TYP. FOR TWO) 455EM5LY I" DEPTH OF FIRE RATED R-3 3/4 3/4 1/2 it 1/2 1/2 1/2 CAULKING EQUAL TO 11 Same AIR GAP FITTING PIPE SLEEVE 3M FiRE BARRIER R-4 3/4 3/4 I/2 1/2 1/2 1/2 11 1, Zia" DEEP 30" MIN. CP 25WB + CAULK 1/8 = 1 -0 "—l�'4° NEAT TRAP 53" MAX. R-5 1/2'I 1/211 1/2° 1/2" 1/2" 1/2" GATE VALVE z z R-5a 1/2 1/2 1/2 1/2 Pmjeot - (TYPICAL) � — R-5b 1/2" 1/2" 1/2" 1/2" 1/2" 1/21, UNION (TYPICAL) FLOOR INDIRECT WASTE TO FLOOR R-6 3/4" 3/4" 1/2" 1/2" 1/2" 1/2" o PRE55. RELIEF �.- 0 0 DRAW 011 1-1 W h�t ce h�I I (TYPICAL) GAS EXPANSION TANK IlkNOTE: THIS DETAIL 15 TYPICAL FOR CONCRETE FLOOR PENETRATIONS. R-rob 1/2" 1/2" 1/2" 1/2" � � NOTES: R-6c 3/4 3/4 1/2 1/2 I 1/2 1/21, E t t DRAIN VALVE 1. WATER SERVICE TO HAVE (2) TWO, 2" VALVES PIPED R E STOP D E TAI R-hod 1/2" 3/4" 1/2" 1/2" 1/2" 1/2" (TYPICAL) 4---GAS COCK 4 IN PARALLEL. 1 p CONCRETE PAD 2. COMMERCIAL LAUNDRY TO HAVE Ill ONE, 1" FOR HW, AND (1) ONE, i" R-� 3/4" 1" 3/4" 3/4" 3/4" 3/4" d I BY GC FOR CW. NO SCALE R-a 1/2" 1/2" 1/2" 1/2" FLOOR '� u R-aa 3/4" 3/4" i/2" 1/2" 1/2" 1/21, 12" DRIP LEG R-9 1/2" 1/2" 1/2" 1/21, REDUCED PRESSURE 1�Al.� Iv1FLOW DEVICE R-10 3/4" 3/4" 1/21, i/2" 1/2" 1/2" 1, 11 II II II II MA SERVICE WATER HEATER DETAIL NO SCALE R-1 3/4 3/4 1/2 1/2 1/2 1/2 R-12 �� ,� I/2" 1/2° �� y�,1�11Chll�y 3/4 3/4 3/4 3/4 NO SCALE TWO STATE MODEL ST51OO-4O0 R-12,a 3/4" 3/4" 1/2" 3/4" 1/2" 1/2" R-13 i/2" 1/2" 1/2" 1/2" 1/2" 11211 R-13a 1/2" 3/4" 1/2" 1/2" i12" 1/2" R-14 3/4" 3/4 1/2 1/2" 1/2" 1/21, R-14a 1/2" 3/4" 1/2" 1/2" i/21, 1/2" R-14b 1/2" 1/21, 1/2" 1/2" R-15 1/2" 3/4" 1/2" 3/4" R-l ro 3/4" 3/4" 3/4" 3/41, Assisted Living Facility 1" H R-17 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" GAS VENT BY HVAC R-la 3/4" 3/4" 1/2" 3/4" 1/2" 3/4" CONTRACTOR — 140°F TO D15H WASHER R-19 1/2" 1/2" 1/2" 1/2" 1-1/2' 1" H 140°F TO MIXING VALVE VACUUM BREAKER 11i2" CU) P���4�MgS DENNIS A. °yc GAUDREW CTYP) sk, THERMOMETER PLUMBING LT T �p r(�T T SCHEDULE lJ M l�I N I 1 V R � MECHANICAL -� IT 1 GIs-T STRAINER PRESSURE REDUCING VALVE � Z10" DEEP FIXTURE D.W.V. CONNECTION S/W V CW HW PRELIMINARY SELECTION (5ET FOR 20 PSI, OR AS REQUIRED) ""--1 HEAT TRAP z 11/2 P1 FLOOR OUTLET 3" 2° i/2" ELJER O91-1125 PRESSURE GAUGE GATE VALVE BALL VALVE W/PET COCK. Sheet Title (TYPICAL) — — PiH FLOOR OUTLET 3" 2" 1/21, ELJER 091-1115 VACUUM BREAKER UNION (TYPICAL) P2 11/2" W4T 2 2" 1/2" 1/2" ELJER 051-3514 DISHWASHER WITH PRESS. RELIEF P2H 11/2" W4T 2 2" 1/2" 1/2" ELJER 051-29(04 BOOSTER HEATER �T -�-- (TYPICAL) -+— GAS P3 2" W4T 2 2 1/2" 1/2" UNIVERSAL RUNDLE 65t 5 4a" PLU BI1�� EXPANSION TANK DETAILS P3N 2" W4T (FLR DRAIN) 2 2" 1/2" 1/2" TILED SHOWER BY GC, PG TO PROVIDE TRIM CONTROL VALVE BY DRAIN VALVE P4 1112" W4T 2 2" 1/2" 1/2" ELKAY PSR-1120 —� DISHWASHER MFGR. (TYPICAL) GAS COCK P5 11/2" W4T 2 2" 1/2" 1/2" FIAT FL-1 (I") 140*HW SUPPLY i p CONCRETE PAD BY GC Pto 1112" W4T 2 2" 1/2" 1/2" ELKAY P5R-15171 FLOORLl I P*1 2" W$T 2 2" 3/4" 3/4" SILCRAFT ACCE55 3750 HYDROMASSAGE TUB 12" DRIP LEG Pa 1112" W4T 2 2" 1/2" 1/2" ELKAY 5P5RA-150-C, NOTE: FURNISH AND INSTALL ALL PIPING COMPONENTS NOT P9 11i2" W4T 2 2" 1/2" 1/2" ELJER 212-4081 FURNISHED BY THE EQUIPMENT MANUFACTURER. P10 11/2" W4T 2 2" 1/2" 1/2" BELVEDER MODER 3aOO KITCHEN WATER HEATER DETAIL P11 3" W4T 3 2" 1/2" 1/2" ELJER 242-(0150 DISHWASHER PIPING DETAIL Job Number NO SCALE STATE MODEL 5T550-5OONE NO SCALE 9744 Date REFER TO DWG. P-8 FOR KITCHEN EQUIPMENT SCHEDULE. NOV. 14, 1997 Sheet Number p__ he 17chitectura� eam ! . f - /fr _ 50 Commandants Way At Admirals Hill , _....------------� L — - I F - -- t , it -884-4329 713 Fax 617 J 7f-_... ..----'_- - 2� { Roots ITRA5H f E � 1 1 ' REFER TO DWG. P-3 FOR CONTINUATION { 11/g"Ga5 DN. 12P�0 GFN '; �.-. _. .__i _..._.__._ __._.._..._..._.-.-----._.__._/..,._.� t { EMPLOYEE i r -__ --.__._..__ _ _ RWIfIOM i- i LOUNGf t' -`--'-t}I -_-__ -_-_-_-----� / I _.1 � �, PqT t�1ATER BOILER BY ` 1 j ITYP FORS) ; r - CHANGING l i { I I i l/4"GAS DN. 1200 GFN - � _' i _.____-- + s (4 CONNECTIONS, TYf=) 1 I j 1 WALK-IN I FD "B" j i ' ; FREEZER / I 3/4" ZFD "B"i n ?_ ; L _.__ C� DN TO NOSE BIBB ` j; I ' T04 cr J �- f 7 ) C KITCHEN WATER NEATER OFFICE 0v l l/4 t'CsA9 DN. 'D 500 CFN + i n SERVICE UA STORAGE GAS SERVICE TER WALK-IN ; HEATERS 140 F COOLER i FS"C" ' I" WATER MAKE-UP TO BOILER. ! ; 4 r % HW 4 CW DN. To I „ ; '=I - ; C KITCHEN HWR I/ ,I 2 n TR \ i _ L , I i "'; IC KITCHENI20°� 3gI NlU f i I i ll Vim° j V 2 t V. DN. lTl Fa7FOR NAND SINK)./i' % FIRE SERVICE - ""V „ i I I ,- C-- SERVICE HWR /4 HWR I 1/ $ / J 2" NUJ 0(u,DN. TO S \3/ HIUR I ✓ I1, GAS DN. 31 FD B RVICE l20°F 4 i � C, i �� 4 t ' t i _ i � � 1 K TCHEN 0°� WATER SERVICE— --�__+-- . �, --C _.... cW n i �- - it G �- i ' KITC4IEN 120 F l,! , 120, - ---t� 1 Drawn -_..� _ _tea, � JLP 3" WATER METER ! ---"GAS DN. 'a 400 CFN y ~ (SEE DETAIL DUJG PU l 9 ; „ (TYf=. FOR TWO) -- MIXING VALVES AND -- PREP. AREA h `I ! 1/4 GAS TO MA-1 chocked MIXING HWfR PUMPS ; i 1FS"A" - ; ; SEE DUJG, H-r0 I I/4 GAS DN. TO 21, 23, 24, 4 25 �}.. } FCO Scale if 3/4" 120° PIPE KITCHEN GAS THROUGH ;t „ _-.-------_._--_--_-- --.____ ___... __ .._ _ ;- _.;;' 3/4 CW Project � ' AUTOMATIC GAS SHUT-OFF I - - -- - - - _ VALVE SUPPLIED BY OTHERS. - --- -- --- � 1 3/4 NUJR 12 MANUAL EMERGENCY GAS i t, I 2 V. DN. Whittnhn) 11 SHUT-OFF VALVE BY PG i 1_ -- =s. .Yi { ;PART PLAN BOILER ROOM ILUTBH�UN, E LETTERS ON 0"EMERGENCY GAS X3 OFFt -- W 0 -Y ----- -- _ �, I/2 HUJ4GUJ DN TO 12, 24 23 - 21--- 2l 1/2" 120° RED METAL PLATE, ATTACHED TO WALL ��;;_-� 3/4" NUJ Estatc I FS"A' _..,_�_ COOKINGAll R FS x SCALE 1/4" = 1' - 0" 2" VTR 11/4" GAS TO KITCHEN 1 - j ! -1_ j - 1/2" NUJBGUJ DN TO 7. E _ PICK-UP { I Hyannis,yannis, MA 1, M M z z 1/2" GUJ TO 2'b 29 3/4" CW ! � WARE-WASH I1' i 4_ 7 1" FGllq 11 ^� ✓ .� 1 q 11,2"CW F51T)" 11/2 ttG j 140° I" KITCHEN 140° 1tt 120° � KITCHEN EQUIPMENT SCHEDULE LE 3/4"HWIR E 2"Y. DN. 40 41 42 ' 39 I" KITCHEN 120° _ �, { j I '! ;f i i 1 3/4"KITCHEN HUJR ---- MK. OTY DESCRIPTION WATER WASTE GAS STEAM REMARKS j ---- --- -rl — � u - I" 140° DN. TO 42 4 39 2"V. DN, l f- z ' �, S "V. DN. ' 1. 50 ,2'tCIU DN. TO 42, 50, 4 51 AssllSte�l ILllvi]m Faclllllt 1 {- W W I= C7 W © O - N IM (n -� W KITCHEN HWR �. J U = a 5 � � m W z KITGNEN 120 F _.__ �1 I/2 GW h I ' O n z SERVICE 4U1R SERVICE 1207 '_J 49 r " _ Cs KITCHEN 140 i FS"A" '1 2 HAND SINK1!2 ea. 1/2 ea, i 9 1 PREP. SINK 112" 1/2' (2)1-1/2' CW - _ WAIT STATION PS,tgtt 12 1 POT SINK 1/2' 1/2' I- 48 -I I 45 I ? .1 3/4"KITCHEN HWR i ' 1 GUJ 21 1 6-BURNER W 24' GRIDDLE 3/4' 185K "' P KITCHEN 120° 23 1 FRYER, DEEP FAT 112' 110K 11/4"HWIR \ ` NOF1,�'tS CHAR-TYPE3 120" I 1 i ca m �P�� `SRO X " 110K KITCHEN 40° _A i �' DENNIS A. y 11/2"G 11 M M € i o`er GAUOREAU v+ 29 1 STEAMER, CONVECTION 1/4' 1-1/2 3"CUJ /2 CW DN. TO 46 No 7Q 1 { �� MECHANICAL 30 1 REFRIGERATED LOW-BOY 3'tCUJ 3" VTR i 31 1 HEAT LAMP " I/ I/ ,I 1 NA 32 1 HOT FOOD TABLE X 1 2"G 2" CW DN. TO 45 39 1 DISHWASHER, DOOR-TYPE CORNER 3/4' 2" 2i/4"HUJ 41 1 DISPOSER, 2.0 HP 2" 11/4"HUJR 42 1 PRE-RINSE SPRAY UNIT 1/2' 112" she.' Title j 45 1 ICE MAKER WITH BIN 1/2' (2)3/4' PART PLAN v — KITCHEN 46 1 ICE CREAM CABINET 1/2' 1' �T �T 41 1 OVEN, MICROWAVE SCALE I/4" = 1' - m" PLUMBING 50 1 COFFEE BREWER 1/4' PART PLANS I 51 1 WATER AND ICE STATION " 1" i . 4 I i Job Number f I 9704 Date NOV 14, 1997 { Sheet Number P.8 i 1 i I j - I i , I� TP ;, �a' �,� J I�DTP he _ 1 �rP r`\ a J t DTP ► P� DTP J I P4 13' „ �T,2 I �'' ► DTP )I �Tg J I DTP I I a f � l a �, a P� iJ�' � J I B��P 1 a �%/ ► �' � a" ' I I l a l a" l a" 2 I a I � li �� a' rJr �� a" � I I ►a'' II � I ► , � 11 ( ' �' � r� �' I � r� t P I P a 1 ,, \ a I 1 II \ Pa I a,, I /�`� 1 � a � �,� I t a,. P I t P t P ► t Pk ' II P� , . ,, a ��I P� ,i. /j" 3,1 3 � 1211 P� 2'' I P2 I 3" P� � P� P^ � P� ri a G0- a P� Pa I P3 60 6 P� P� ) P3 I 3 , I P P� 12'' P�h P3 „ I ` 2'' I 2 2 I ch t/n c t u� II ,I ► � � ► � i i � I 1 ► P � a � a'' all � 31IJ 2 2 I P 1 2' 1 I P3 1 ( ► II I ,I II II n I I I I I 3 �'� ► I a a,l i J 1 all all I all l a'' I 3 P� I ► a � ► � a� � a 1 ` P3 I a a t 2 all . P� P �,, P a,, ► I ' GO a a 50 Commandants Way a" P� 3 P At Admirals Hill WASTE 4 VENT RISER R-1 WASTE & VENT R15ER R-2 WASTE 4 VENT R15ER R-2a WASTE s VENT R15ER R-2c WASTE 4 VENT RISER R-2b WA5TE 4 VENT RISER R-2d WASTE & VENT R15ER R-3 WASTE 4 VENT RISER R-4 W,46TE & VENT R15ER R-5 WASTE & VENT RISER R-5a WASTE & VENT RISER R-5b Chelsea, MA 02150 Telephone 617-889-4402 Fax 6 R 7--884-4329 J I� DTP ,1 /a/� I -► a" � Pa a ► pp IL ) VTr J(// i i I P P, a, t Revisions it IT 3 / < GO ► 2" I a° ��a'I �' all �Mall t ,, I a" ��1 // P alb � 3 2,1 , 12" Pa a 1 I 3,1 a ``� �" � Pi I I P� 1 ► 3" `\I It IT t I 3 1 ► I Pa I I Pa I ► I Pa I 3 I 2 ) �0 3 P3 I a,l a ► < J P�� 1 t t ,I It 60 P 1 ' ' I �— 3 3' 131 I CO 3 3 2 3 It I I P� I P3 ► '' 3 P� 3 � a a n`� 1 3 j1 3 P3 a 3 ` 3'' PI 3" `► WASTE 8 VENT RISER R-ro WASTE & VENT RISER R-roa WASTE $ VENT RISER R-rob W,45TE s VENT RISER R-(oc WASTE s VENT RISER R-rod WA5TE & VENT R15ER R--1 WASTE & VENT RISER R-S WASTE VENT RISER R-�a Drown JLP Checked �`\\ a" TI' JI /// �`\\ Gi' seal." _ '— » I V I \\ I 1 1 8 1 0 t ► 1 a T I I 1 ) 1 i Project ► ' ry I I a''I IP ry '' � i .I ry '' L i I �T � 11 2 Pat la � � Jta 1 � to ) Ja 11 Ia ►�'' �'� � 2" ) I P�0 I a� I I P� I a� �a� j DTP J j U DTP J I /�'lallh a I a ( ► P n) H I I ► P I 12%'� P ��� Ite a I3 a 1 P a 1 I P a I Ia I a l 11 / k ,I PO a" I a I' I a P3 I a Pa a I• I I ► P ,� I P �� 1 I I Pa r GO E 2 2 1 a 1 a lipr� ) P ) I P a I , 12 a ► a �\ a„ 12 � I P� I F I a,,► r'L� �p"p i a,,t ,--,� �p"0 i i— _.,J P 311 I I � a, P3 ', 1 I ( Pa I ► a'I a ( P� I It I 211 IPad I t ► P \ 1 I t I all ► a Pa t 3 2 P3 _� ) 3 tall 3 I J 3 1a11 3 1 Ia J it I I ��\ R15ER 14T VENT TO � I P� i a„ a Pk a Pad a P� a i Pad a � /J 3" 3 all I a,l Pad J I. P� 3 P1 I a Pa I a 3 .J ' ► all t a'' 3" 3� a'' a' 3" 3� a" J a" ///C I a" I �p a" I Hyannis, M� P 2 P a 11P 11, I PIS U� ,I 3 �p 3,1 3 311 3 Pi3,l a" P�� a" a" P�� II 3,1 ^11 p 0 3 ', i 1 I G I 3 a,l a l 3 I 311 3�� 3j1 3,1 I i It AGO '3l AGO WASTE $ VENT RISER R-9 WA5TE 4 VENT RISER R-lm WASTE VENT RI5ER R-11 WA5TE 4 VENT RISER R-12 WASTE 4 VENT RISER R-126 WASTE 4 VENT RISER R-13 WASTE 8 VENT RISER R-13a WASTE 4 VENT RISER R-14 WASTE 4 VENT RISER R-14b .Assisted Living Facility Y � r �\\ I TP J1� r Nolwr,�gs�EA � t ` \ J DTP r\ J 1 DTP 2'� ► I I I ANNI A. yGn ► I ` `\ 12' 1 a° `\ a" I a„ TP I 2 t ► `� I a J r\" o MECHANICAL ' No.=7 � a It i a,l `\� /,� `\?, \ I I Pa I P3 1 j P� a, j1 ► t P2 P� j � ` a ��S�E4�� a J y/ J j1 t aIF P� `' ) .� „ t 1 al 1 ► sheet Title ' G A :-� /=y a' t �p !a t i ► t I P3 a,l I 3,1 3„ I � I ��\ all I it P3 a ' I ► I _ I IRiser Detail II II II II 3" 3 �I a ( P� I all I ► Plumbing it 2 P3 I 3 2 I J 1 II P 3'' � 2' I P ► 2 I ► f �.I� t it 0 ) a � � 8 0 �/2 a'' 3,1 �, P all 311 3p Job Number 2 a l 31 311 9704 g° oar• 14 Nov. 1997 WASTE & VENT R15ER R-14a WASTE 8 VENT RISER R-15 WASTE & VENT RISER R-1r WASTE 4 VENT R15ER R-1� WASTE 4 VENT RISER R-18 WASTE 4 VENT RISER R-19 WASTE 4 VENT RISER R-20 sheet Number P-9 25,000 RMS LIGHTING FIXTURE SCHEDULE PANELBOARD SCHEDULE I201208 VOLTS ELECTRICAL LEGEND �Ihe TYPE MANUFACTURER CATALOG tt MOUNT VOLT LAMPS REMARKS PANEL DESIGNATION CST IZ EA POLE F LNCTION FIXTURES MISCELLANEOUS _ QTY LAMP TYPE ��. c.� PCk.E A CAPRI PLI8-120-SI-T441 R 120 2 18W PL BLACK BAFFLE A A LIGHTING FIXTURE CEILING lcc APARTMENT LOADCENTER FLUSH MOUNTED Archittesctulra..SP, 3 PHASE, 4 WIRE 3 20A 2 OUTSIDE LIGHTING ORWALL MOUNTED "A"= FIXTURE TYPE = 4'-O" TO CENTERLINE AFF B MANNING DS-I0IB-PL-W W 120 1 13W PL WHITE 60A. M.L.O. 5 20A I OUTSIDE LIGHTING A 2 FLUORESCENT LIGHTING FIXTURE �b "2"=CIRCUIT NUMBER, "b"= SWITCHING WHITE OPAL LENS, ® POWER AND LIGHTING PANEL SURFACE MOUNTED C MCPHILBEN 6A-352-12OV-W W 120 1 70W MH WHITE _ 5 1 SPACES EXIT LIGHT WITH BATTERY PACK ® FAN COIL UNIT FURNISED E INSTALLED BY OTHERS D DAYBRITE WBI32-WO-120V-1/2EB W 120 I P32W T-8 ELECTRONIC BALLAST BP, 3 PHASE, 4 WIRE 2 40A 3 PUMPS P-2, P-3 CEILING OR WALL MOUNTED WIRED BY E.C. P THOMAS SL 7002-8 C 120 1 22W CIRC. WHITE 125A. M.L.O. I 30A 3 PUMP P-1 ® TRANSFORMER WET LOCATION, EMERGENCY BATTERY UNIT NON-FUSED DISCONNECT SWITCH H DAYBRITE 2DWLG-332-FA12-120-1/3EB R 120 3 P32W T-8 ELECTRONIC BALLAST 3 20A 3 PUMPS P-4, P-5, CIRC. PUMP EMERGILITE u 12ECC36-2 SIZE AS INDICATED ON DRAWINGS 50 Commandants Way WEATHERPROOF REMOTE EMERGENCY LIGHTHEADS FUSED DISCONNECT SWITCH K PROGRESS P3548-07 C 120 3 13W PL RUST 15 20A I MISC. EQUIPMENT EMERGILITE #W-EFII-D-HF-12V SIZE AS INDICATED ON DRAWINGS A� ��°�►'1�� ���� MOTOR STARTER FURNISHED BY OTHERS Chelsea, A 0215 L CAPRI RIO-RM40 12 120 1 90W PAR 38 BLACK BAFFLE _ � � �e�p 0 III . 9 1 SPACES ® WIRED BY ELECTRICAL CONTRACTOR M PROGRESS P6-TG/P6624-60 R 120 1 60W A-191F WHITE ll���� O��q -���®���� • J � JUNCTION BOXES • SWITCHES S -884-4329 N PROGRESS P5022-07 P 120 1 15OW A-211F RUST WP, 3 PHASE, 4 WIRE 2 30A 3 WASHERS S SINGLE POLE TOGGLE SWITCH Fax- 617 ECAI8-181-314-175MN-208V-BRP/ P EMCO SSA416LD1BRP G 208 I 175W MN BRONZE 125A. M.L.O. 2 20A 3 DRYERS S3 THREE WAY TOGGLE SWITCH �O° MOTOR - NUMBER INDICATES HORSEPOWER (2) PI EMCO BS8-S70MH-120-BRP G 120 1 70W MH BRONZE 2 20A I MISC. EQUIPMENT Q KEY SWITCH VW TELEPHONE OUTLET, MOUNTED 24" AFF T DAYBRITE T232-120-1/2EB-WG4' C 120 2 F32W T-8 WIRE GUARD, ELECTRONIC BALLAST 10 - I I SPACES W= MOUNTED 5 -O AFF SAM ZAX AssocwES U DAYBRITE STG23IU6-01-120-1/2EB R 120 2 F31WU T-8 ACRYLIC LENS DS DIMMER SWITCH-1500W,120V., LUTRON zN-1500 (P CABLE TV OUTLET MOUNTED 24" AFF Sz KP, 3 PHASE, 4 WIRE 2 40A 3 DISHWASHER, STEAMER 1400 ASSOCV THOMAS SL325-8 C 120 1 60W A-191F WHITE DS THREE WAY DIMMER SWITCH- 13DOOR HOLDER "F" DENOTES FLOOR MOUNTED t6tn OUN '47�9-7�69 125A. M.L.O. 2 20A 3 FOOD PROCESSOR, DISPOSAL 3 500W 12 V.LUTRON uN-1503P W PROGRESS P3393-30 W 120 1 60W A-19 WHITE i 40A 2 COFFEE BREWER 120 VOLT MOTOR SERVICE SWITCH PLYWOOD BACKBOARD FOR TELEPHONE SERVICE BY G.C. SIZE AS INDICATED ON DRAWINGS X THOMAS M1824-70 W 120 4 60W A-191F POLISHED BRASS 2 30A 2 TOASTER, NOT FOOD TABLE PS DUPLEX RECEPTACLE � SINGLE TOGGLE SWITCH Y PROGRESS P5038-30/KT P 120 1 IOOW A-191F WHITE RE T E 8 20A I MISC. EQUIPMENT CEP ACL S Revisions Z THOMAS SL326-8 C 120 1 60W A-191F WHITE 6 - 1 SPACES AA CAPRI MHLRIO/100-RMA-100 MCLR 12 120 1 100W MH CLEAR REFLECTOR DUPLEX RECEPTACLE MOUNTED 24" AFF BB THOMAS M4192-1 W 120 2 60W CAND. SOLID BRASS DUPLEX RECEPTACLE MTD. 6" ABOVE COUNTER KPI, 3 PHASE, 4 WIRE 2 30A 3 EF tt6, MA-I cc PROGRESS P6952-16TG R 120 1 25OW 1240 WHITE TRIM DUPLEX RECEPTACLE SWITCH MTD. 24" AFF 125A. M.L.O. 3 20A 3 AC-I, AC-2, EVAPORATOR DD CAPRI PIO-PMS40CLP R 120 1 90W PAR38 CLEAR REFLECTOR II 20A I MISC. EQUIPMENT 19 RANGE RECEPTACLE 50A., 4W., 25OV. Fr_ THOMAS M2209-1/G5023 P 120 8 60W CAND. POLISHED BRASS 6 - 1 SPACES ® SPECIAL PURPOSE OUTLET - 30A., 4W., 25OV. HH PROGRESS P7159-25 W 120 1 IOOW A-191F VERDE, SOLID BRASS 1 IOOA 3 PANEL PP2_A ® FLOOR BOX/RECEPTACLE - HUBBELL#B2414/S-3625 PPIA, 3 PHASE, 4 WIRE LL TERON FE39-120V C 120 3 13W PL POLISHED BRASS I 30A 2 DRYER DUPLEX RECEPTA LE MOUNTED 72" A.F.F. 2ooA. M.L.O. � 120V.> 20 AMPS FOR MICROWAVE ABBREVIATIONS MM THOMAS M2948-1 P 120 21 40W CAND. POLISHED BRASS 15 20A I MISC. EQUIPMENT SINGLE TYPE RECEPTACLE NN HADCO WA3-SSI8A G 120 1 IOOW MN BRONZE 10 - i SPACES 250V., 20AMP, 3-WIRE WP WEATHERPROOF PP HADCO VH7ITON/MO302/P2060-10' G 208 2 10OW MH BLACK NF NON-FUSED - PP2A> 3 PHASE, 4 WIRE I 30A 2 DRYER FIRE ALA12M - ADDRESSAE.E TYPE CL.J COPPER IOOA. M.L.O. 13 20A I MISC. EQUIPMENT C CONDUIT +0 PROGRESS P6826-30 R 120 1 9W PL WHITE ACRYLIC LENS 9 - 1 SPACES El FIRE ALARM PULL STATION TB TELEPHONE BACKBOARD 0 EMERGILITE LEDW-SNX-XI4R C 120 - - BATTERY PACK �0 EMERGILITE LEDW-SNX-12R W 120 - - BATTERY PACK FIRE ALARM HORN E LIGHT EF EXHAUST FAN PPIB, 3 PHASE, 4 RE RE 30A 3 COMPACTOR FIRE ALARM INDICATING LIGHT GFI GROUND FAULT INTERRUPTOR 125A. M.L.O. 2 20A 3 FREEZER E COOLER COMPRESSORS Drawn R-PECESSED W=WALL C=CEILING PENDANT G=GROUND CV=COVE FRCP FIRE ALARM CONTROL PANEL GFB GROUND FAULT BREAKER I 20A 2 ELECTRIC NEAT MKSFIXED TEMPERATURE HEAT DETECTOR 10 20A I MISC. EQUIPMENT �F 135OF "F"= 190°F E•C. ELECTRICAL CONTRACTOR checked MAZ 9 - 1 SPACES O SYSTEM SMOKE DETECTOR G.C. GENERAL CONTRACTOR Same I IOOA 3 PANEL LPIC OA 110 VOLT PHOTOELECTRIC SMOKE DETECTOR AFF ABOVE FINISHED FLOOR Nape PP1C, 3 PHASE, 4 WIRE I 50A 2 RANGE OD DUCT SMOKE DETECTOR Pral®e+ 225A. M.L.O. � 29 20A I MISC. EQUIPMENT FR_T1 REMOTE TEST SWITCH FOR DUCT SMOKE DETECTOR 8 - 1 SPACES WHR"I"EHALL FS TS FLOW SWITCH, TAMPER SWITCH BEACON LIGHT E S""T A TEE LPIC, 3 PHASE, 4 WIRE 16 20A I MISC. LIGHTING 8 - i SPACES elMINI/HORN LIGHTS RACEWAYS MAIN SWITCHBOARD SCHEDULE IOOA. M.L.O. BRANCH CIR7UIT WIRING 73TEALED IN 120/208 VOLTS CEILING, WALL OR FLOOR POS. FUSED SWITCH FUSE CLASS I 60A 3 PANEL PP2D 0 CONTROL MODULE ---- UNDERGROUND WIRING AS NOTED Hyannis, Ma. DESCRIPTION WIRE & CONDUIT PP1D, 3 PHASE. 4 WIRE .�LP-1,3 MERUN T PANEL: TI K ARE U BER F WIRE NO. SWITCH POLE FUSE TIME RATING 150A. M.L.O. 2 20A 3 PUMP P-6, AC-3 ® MONITOR MODULE MORE THAN 2, "LP'=PANEL,"I3'=CIRCUIT NUMBER 1 2500A 3 2500A HOUSE MAIN 24#600MCM-CU-XNHW L -�0 6#350MCM-GRD. IN 6-4 C. 14 20A I MISC. EQUIPMENTWIRING TURNING OP WIRING TURNING DOWN 9 - 1 SPACES Assisted Living PP2D, 3 PHASE, 4 WIRE is 20A I MISC. EQUIPMENT FacilityI 60A. M.L.O. 6 - I SPACES POS. CIRCUIT BREAKER %,v N0. 1 60A 3 PANEL PP2E DESCRIPTION WIRE CONDUIT RMS SIZE POLE FRAME PRE, 3 PHASE, 4 WIRE # - 2 400A 3 JXD6 PANEL "MDRPIA° *4#600MCM-CU-XHHW 65,000 15oA. M.L.a I 20A 3 PUMP P-7 a 1 ; 1 2 GRD. 4C. - - 1 30A 2 DRYER - 3 30OA 3 JXD6 PANEL "MDRPID" 4t#500MCM CU XHHW 65,000 �- I* GRD.-4 C. 13 20A I MISC. EQUIPMENT ` '7..1iR5'tw 400A 3 JXD6 PANEL "MDRPIE" *4#600MCM-CU-XHHW E 65,000 9 - 1 SPACES GENERAL NOTE 1u2 GRD.-4"C. 5 250A 3 FXD6 PANEL "MDRP2B" 4n250MCM-CU-XHHW Z 65,000 PP2E, 3 PHASE, 4 WRE I 30A 2 DRYER I#4 GIRD.-3 C. ALL BRANCH CIRCUIT WIRING SHALL BE 2tt12 E 1tt12GRD. 4#6CLJ-XHHW 60A. M.L.O. 7 20A 1 MISC, EQUIPMENT FOR EACH CIRCUIT UNLESS SPECIFIED ON DRAWINGS. 60A 3 ED6 PANEL "SP" I#1OGRD-1"C 65,000 7 - 1 SPACES INDICATES NUMBER OF WIRES MORE THAN THREE (GROUND WIRE INCLUDED) 4#ICL J-XHHW ALL CIRCUITS SHALL HAVE A GREEN GROUND WIRE SIZED t / ) 1WP" 1n6G{`DA 1/2"C. b5,000 IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE. 25A 3 FXD6 PANEL " 4ulCU-XHHW E MDRPIA, 3 PHASE, 4 WIRE 12 200A 2 RISER PANELS 125A 3 FXD6 PANEL "BP" 65,000 I#6GRD.-I 1/2"C. 3 2 SPACES 9 200A 3 FXD6 PANEL „PPIA" �4#410CU-XHHW � 400A. M.L.O. 1n4GRD.-2 1/2"C. 65,000 l0 125A 3 FXD6 PANEL "PPIB" 4#ICU-XHHW 65,000 sheet Title � 1#6GRDA 1/2"C. II 225A 3 FXD6 PANEL "PPIC" 4#4/OCU-XHHW E 65,000 MDRPID, 3 PHASE, 4 WIRE 8 200A 2 RISER PANES Electrical I#4GRD.-2 1/2 C. 3 - �2 SPACES 300A. M.L.O. Legend a n d " 4#4/0CU-XHHW 12 150A 3 FXD6 PANEL PPID I#4GRD.-2 1/2"C. 65,000 Schedules 13 150A 3 FXD6 PANEL "PP1E" 4#250MCM-CU-XNHW 65,000 1n4 GRD.-3 C. MDRPIE, 3 PHASE, 4 WIRE 12 200A 2 RISER PANELS 4#ICU-XNHW E 14 125A 3 FXD6 PANEL "KP" I#6GRD.-I I/2"C. 65,000 3 - 2 SPACES 400A. M.L.O. XHHW � 15 125A 3 FXD6 PANEL "KPI" 4#ICU-4ulCU-Iu6GRD.-1 I/2"C. 65,000 6#600MCM-CU-XHHW E 16 800A 3 HLMD6 CHILLER 65,000 2n1/0 GRID, IN 2-4 C. 33/OCU-XHHW MDRP2B, 3 PHASE, 4 WIRE 7 200A 2 RISER PANELS 17 200A 3 HFXD6 ELEVATOR #1 65,000 - Jab Number I#6GRD.-2"C' 250A. M.L.O. 3 2 SPACES 18 200A; 3 HFXD6 ELEVATOR #2 3#3/OCU-XHHW � 65,000 Date 1n6GRD.-2"C. 6 NOV 19K 19 - 3 - SPACE 65,000 Sheet Number "CIE" INDICATES WIRING INLARGED FOR VOLTAGE DROP FRAME DESIGNATIONS BASED ON SIEMENSE- 1 h II - GRADE- -� \ \ /f / / \ \ CONCRETE BASE 7=The \ V " *E3, SE FOR SHAFT ° 19" 24 19" Q7-V2° 7I/2 c ittectura am E ® EA1T , " e V 18" ®f $ •e 'i ®.' B SO C om�m� d�.nt°� ��y ,\ \ SHAFT BASE At .A.dmrn�m��� If���1� CONCRETE ENCASEMENT TELEPHONE AND CABLE T.V. � � '`\ _— C��e�s��9 �� 02150 ���� ELECTRIC SERVICE FURNISHED E INSTALLED SERVICE CONDUITS CONDUITS \ \ \ 5/8'x IT-0° LONG ANCHOR BY G.C. \. \ BOLTS (4 REQUIRED) d a. O Telephone;617-889--4402 SECTION "A"-"A". \\ \ �\ N Fax; 61`�- 84-4 29 ` \ `�. GRADE . PRIMARY TRENCH DETAIL del, x NOT TO SCALE \ \ // Sz1400 WANCOCK STREET ` ASSOC (617) 479-7415 PARCEL 6-1 \ `' DIVERSIFIED FIN- PARCEL 4-4 S 1Z NNE & `\ PARTNER LEON D. NARBO \ , FREDRICK J. THACHER JR 3/4' CONDUIT ° TRUST PARCEL 4-3 \ LEON D. NARBONNE PARCEL 2 \ \ CONCRETE SONOTUBE 4 UST SAMIRA H. � \\ '\ Revisions PARCEL 6-4 TRUST ROBERT & \ SCHUMANN \` \ `\ POLE BASE DETAIL TYPE 17 � °'PP" FIXTURES \ \ \ NOT TO SCALE ' x x \\ \ \ --j \ 1 W/ UTILITY CO. FOR TYPE, CONSTRUCTION — AND GROUNDING REQUIREMENTS FOR THE PAD. \ � I S -10 / \ P 10i 210- 4"C. I�, T 24n600MCM-CU-XHHW \ ` 64350MCM GRID. IN 6-4 C V \ I \ -- --------- ------ a � 2#10-3/4"C. ® 2-4" CONDUITS FOR PRIMARY L \ PARCEL 232 'j� ELECTRIC SERVICE ! \ DON P KAR1N PIPATTI i � i / ✓/ � I � P / ELECTRIC ' �' \ ` � ° ROOM w P • I i `----------, �/� y 30 F WP /// // CU-XHHW Z 2ul/OGR 11 PP r ( IN 2-4" TO SWITCHBOARD. ! \\ <4: WP \\ \ i COMPACTOR / /}/ CHILLER \ ------------ / 80OA/80 Drawn MKS ------------- I ! . 2-4" CONDUITS WITH A !/ FISHWIRE FOR CABLE T.V. \. \\ 2u10-3/4"C. �V \\ \ Checked €i // >// 8 TELEPHONE SERVICES I \ NN �\ �� f (STING UTILI Y CO. POLE ------____-- / A \ \ Z,, MAZ 14 \ T BE RELOC TED BY UTILITY CO. scale An Noted ------------- � \ Project ------------ PARCEL 233PI P � t JANUSZ L. & ° EISIAWA MADE) l !/ / ° WHRTIEEHALL , a, \ 10 , NN \' ES"TATE 14PI \ \ PI ' \ � 4'X4'ik4' PRECA T r - C DUITS WIT \ \ �/ / f ,� / , \ `\ \ Hyannis, Ma. S FI 'W RE FOR CABLE (j i\ \' / \ MAN�IOLE WITH VIER °° V. \TELEPHONE SERVIC ' \ \\ �j,'�� SP TYPICAL FC. OIE I 2-4" CONDUITS PRI RY \ PI ®. \\ 41�t j\ \ �� P P / /� P I ` ELEC RIC 12VICE ° A\ SP-& \ �\ / \ \ �� \ 2#10-3/4"C. \ \\ y S 4 41,/ I �` \ \� / \� \ \ \ 5 �` �� '\ PI \ r \ Assisted Living 2#IO-3/4"C. Facility\ j B \ \ \ \ y P `� P e 4 (N 0 1 \ \ \ ZA \ \ A, \, \ i MH ETC ETC E H ETC ETC ET EMH \ \ \ I .ALL WAY \ 8"SQUARE \ i PARCEL 165 PARCEL 164 PARCEL 163 PARCEL 162 PARCEL 167 PARCEL 166 sheet ride Electrical CV Site Plan SITE PLAN SCALE: 1" = 30'-0' 5/8'x IT LONG ANCHOR BOLTS (4 REQUIRED) GRADE SCALE 1" 30' 45 4 G1 ,tl Q Job Number 3/4' CONDUIT a ;n a a Date C'• CONCRETE SONOTUBE 6 NOY 19�T Sheet Number POLE BASE DETAILE—zT "PI" FIXTURES NOT TO SCALE I i i PPIB-13, 2#12 U ( U U ` 7h(a i RSJELECT 12 12 12 U I� 32 �I l {{ I ' SP-3, MAINT INENCE I N Architnct 2#12 Q)F E U U UUra'.1 � Y.L. G 12 PPIB11 '� 12 14 12 12 2#!2 � u 2 R 3 U 14 14 • 12 U �\ D 14 PP 8-14, 15 3 14 50 Commandants Way I I4 I, �, D i 3 114 I 13 f At AdmiraTs Hill 14 ' i Chelsea, A 02150 I c la Iz1Sj . . . ,%if Telephone-617-889-4402 S U U U 15 IB-13 ,1i %�1 F9C`�4' 2 u- 25 2�5 2U12 ' i U T 13 13 I j GENERAL NOTE: 3 25 T S 5� _ 13 SAKI ZAX AssocIATES UNLESS OTHERWISE SHOWN ALL LIGHTING I' I j U 14 FIXTURES IN THE PUBLIC CORRIDORS, STAIRS, \V 2 2 EF ' AND LOBBIES SHALL BE ON 24 HOURS, S ' 15 H KITCHEN H H SzI! l4 FYI-I�NC C 1, 4 3 i (6M 479-74B T T 14 ! 13 13 13 1 25 25 BOILER R OBI 1 li H H T T U (j j 25 25 R I 15 � f 13 13 .13 Revisions I I! i T T ;i 3 25 25 !� H H H j W ,1T T TIC! . 22#12 BP-25 2Wul 4' U ; 26 26 26 ( j LAUNDRY 15 — — 1 jl U U 13 13 L1 I ( . . 14 (i BB N N w yr ------ti L L L II a 7 a 7 14 g e 3 e 3 s 3 R ❑ ❑ ❑ I N I N I ❑ L ' U U U ( I Be ( iu-I' AA AA 7 i IC-7, I 14 14 U L L L I� 2 12 P AA 12 a 7 15 e 3 e 3 e 3 IL 8 L 8 LPIC-1,3,5 c 5 — N N N I \ 4212 a 7 H a 7 a 7 a 7 T T ._ N NH 13 8 I BB 8 BB 14 14 3 9 d L L L L L L L LPIC-8, 8 b l ND S ;" 2tt12 BUILDING STORAG 3 d 3 d 3 d 5 � � 15 F 1 BB �� � , , N1NG F�AL� ° 5 . T T U . . I FF FF 2tt1� FF j � 14 14 � i 15 L L L L Sc j ( 14 d 3 f 2 d 3 f 2 ° 5 f 2 ° S DSf LPIC-13, j D g I 2UI2 I 14 / BB 9 BB L L L L ! L L g �� ( 8 T T i 1 d 3 d 3 d 3 d 5 a 5 o rJ o 5 1 ( �� I z Drawn 14 14 : U V BB LPIC-6, BIB AVAT \Y I—P�9, LAAVAT0R& BAR MiC3 ` 2�12 MAIN LOBBY Q I5 ( _ Checked C `\ 14 A U (� z MAC \\ - LE'V' f.0R� ILL ILL LL ILL ILL 8 K K K \\ \ 151 _I Scale 3 L \ I. s 14f 14 \ I h b h 6 h 6 8 h 6 h 6 9 9 9 14 ,\ O 0 Pv, \ ` \� h 8 EF \\. 8 8 8 ( \ \ s \\ \ _ + _�' L !4 L \ \ 8 p b a! K w ■ Project S T 1� �7 I �V LOU 11 ir 14 \ V % vVy t M ` i L L L K K 8 B L�b 4 �—� 6 4 a 6 a 6 9 9 I +�i \ L \ , / LL 6 8 IK � I I � i 8 14 L \ `/ sb '; � n_ _ 8E TRY I R �I I ` � 15 6 M LPIC r�—� 14 S% 2tt12 K K IESTATE \\ \�, E L F`/ R L�JB B j U B R b L L L L L L \ % 7,- \ \\ L 14 13 1 M j b 4 b 4 b 4 I 4 4 4 4 9 �� I 13 8 /�\ N'\\\ 9 LL 6 ,�/� EXECUTIVE U�SIN SS OFFICE LIBRARY ! STUD r� \ 9 13 \� L1R CTOR \v v ��I 5 ✓\v�y 6 L L L I L L L 8 B R vy, ` B to b I V S U LE I Hya�'lllis, Ma. �\� B \\ \ b 4 b 4 4 � I 4 4 I ' i 9 `\ `t\ �..— \''\ \\ \ \ '� U AU�aJ \ • \ A \ \ \ \ \ PP1A `� \' \\ U 1 13 \ `\ `\\ i AA AA ! I AA AA i V J 2UI2` \� \` A \ 1 A 15% \ \ � \ P-2, 2 2 U #12 2 2 2 %y\ 11 \ \,\ I t— — Assisted, Living ' \\ 14 \ IA-13,15 STUDIO \ \ � i AA A ' Facility PPIA-141 3412 F 2 `\ p' A SA1$U LZAX �� a AA 7 � \ \\ jm:are\ \ \� AL \_4 9 I \ 3 I2 9 \� \< 10 i \ 1 IJ R \; Y 2 BR \ �, \ het S e Title t ` , \ \ \,✓ \\ STUDIO First Floor \ ' V ti Partial 1 Lighting Plan \ 1 B� I I i \`\ Job Number 9704 Date Sheet Number I Architectura to A 8 SP-91 leam ,\ 8 10 10 50 Commandants Way � I D II I 10 �! 81 12 ! \ Chelsea, MA 02150 Telephone;617-889-4402 II STUDIO Fax; 617-8 4-4 29 10 STUDIO A I ' P - ,10 e ! tt12 ! SAm ZAx AssocaATEs ! PPID I , B 11400 HANCOC K STREET i I ! ! r I 2412 I ASSOC. tY. MA 02169 12 A (Et17J 479-743 \ 13 \ I \ 2#12 10 A ! !II I I I I 8 I Revisions A 10 ! I I I � ;�) 12 A I ;I PP D-14, G— I -- '--' i _j g A STUDIO L L � I ❑ ❑ ! El AA ❑ ❑ C 14 a 14 \ AA AA - 1 j UPI -11, I Il I I B \ LIVING ROOM � 2#I I L L L I � \ TRY b 14 b 14 b 14 12 L L L L L 8 � a 8 a g a 8 a 8 a 8 gR NLL 1 j (I , L L L ,i i � uI II A L L L b 14 MULTI iik?POSE b 14 -S 3 a. cn 11 a 8 a 8 a a a 8 3a S8 \ z� LPIC-8, '�r �I��G ! �oc 2uI2 10 ! � 01 ,I L L L I S LL i �m L L ! p L MAIL L U b 14 b 14 b 14 I Drawn gg bw LAVATORY MAIN � OBBY �0 � ! ; L ATORY � � II 8 8 ; AV BRY p I 1B 3: it D D L L Checked } � � ❑ ! 11 15 15 MAZ 14 b8 10 f; / LL LL L LL \\ E g // i L Scale 13 ,I 15 13 13 15 15 �, K � �: �, E`� I f/ f ROB 9 LL / 8 :j/ \ S f ` L L `� pro(ect I S f LPIC-lo> 3�12 i � U III U '��' \ f UP TO TYPE "MM" j I.--�'' ~ U RECEPTION LIGHT FIXTURE. L I L 13 f/°�' 9 r S T U I O SEED G. E-7. U ^1 I d 10 A K 9 �5 \`�� i `�OU 12; I 12 U LL /,,/ WHITEHALL ENTRY FOYER ! j� it �I U A IVITI �.r / L �\ � L-- I� RECTORD-c \ 15 9 f I S 11 d I 9 LL g r f i ,,N /,' /l ESTATE / \ L L L U U ' U r it B ELE s LOBBY 2 td ! e 10 e 10 e 10 @ 10 " 16 15 13 USlNESS OFFICE LIBR RY 3ARKETII `G12 q j U 13 U- 16 / UIRECTC �~/% r' �: � 1 � 1 STUDIO \' I L L L VATE U U ��j'.f 1315 A I ' VESTHyannis, Ma. IBUL_ ! e l0 e l0 e 10 ING f 15 B 16 / c✓ i y i ° R / 12 12 / e 14 L&U RY (' 9 �/ 2#12 14 0 El A Assisted Living PPIE-131 STUDIO 3tt12 i ;' '/ PPIE-14,16 (, 'i /%r A / 1 B R f, PPI r" 16 11 i i II Facility / z C PPIE g f 2=12 9 f3 17 01 L I J��,, E L `/ m ' mh / a / r 16 16 16 17 R( f //r A E 14 14 / II r/ 14 16 , 16 \A) ,r� � f, / Sheet Title STUDIO First Floor Partial Lighting Plan itr / Job Number 9704 Date BWV1W Sheet Number E-4 i I li -ii ,� "MCTV" F FOR EQUIPMENT LAYOUT 2 2 I MTB 0 ELECTRIC ROOM I I !� F 200A 3 POLE CONTACTOR SEE I14" SCALE PLAN P�AINTAIN CE 2 PPIB-1, I GFf/ hit ON THIS SHEET,FOR PANEL XP, OFFICE 2 212 �ctUf ELEIC 2 EMPL YEE LOUNG i C I. IjFIff 1 112 am ""PANEL SP I I � I 60A 3 POLE CONTACTOR FOR PANEL "SP' F 2 I PPIB-3, \\` 2sc12 ® CC ommmandan s Way m C i - i PPIB-2, F F At .A dmiraYs Hill U F- PANEL „PPIB„ 120„ Chelsea, MA 02150 3QNF ` yj Telephone- 617-889-4402 _ I S R c E l l G MA_1 O Fax; 61 7- 84-4329 The Ard Te ( � 4 S 4 q j GFI 4 UH I TRAM I f WP Sz SAm ZAx AssociA s -� PPI8-4 ICI UI H F j 2U12 F KITCHEN I� ASS Y EQUIPMENT LAYOUT FOR BP_32, n MAIN ELECTRIC ROOM I y 2#12-►l2'C. 32 PPIB-6, SCALE: 1/4"=1'-O" BOILER ROOM 3�12 I;II COND, (� 32 PUMP 30INF V F j Revisions I I AC-2 FOR EQUIPMENT LAYOUT OF MECHANICAL ROOM SEE- 114' SCALE PLAN I� PPIB-7, ON THIS SHEET. % 3412 WP-I, WAIT S T ATIO 30/NFI P-19 21,23 BP-18,20 wP-2. 310 I A 1.5 D( WP I #12-1/2 C, 3#12-1/2"C, GFI LA U N D R 30/NF j I IAC-1 T .� I WP j I w w 12 �� - 8 8 I I BOILED CONTROL 19 _ ! I 1 21 WP 7, _l F GFI PANEL PANELE�ATU E CONTROL { 312 ! F I2 12 ro ❑ - - 6 7 i 8 -�- - CIRC. 1b co 13olN �, N30/NF *42 n 2 -12. 6 9 PUMP 8 13 / i �11 \�' j' GFI PPIC-7,9 PPIC-8, C-2 I GFI i j= 6 31312 2Z1214 � cn 2 cn I cr> i F \ wP G j WP ! II 6 L 3 P-8, ;\ ���-, / LIVING I ROOM I S 16 j m 1 0 I 2 P2C-6, 6 6 'EPIC" j PPi�-29, 8 I m WP-13> I ( I � I BP-14,16 cn cn I WP I I 1 ! 312-112 C, 14 20 BUILDING STORAGE 13 MAIN I MAIN DINING HALL � "PPIC'i�. � 90 �\ 23 ��� S PPIC-1, 24 1 30lNF I Zttl2 4 ND. BP-28, U , NWN ; cry NWPI ! j I� P-4 P 2 12-i/2"C• '�� 3U12 1/2'C. F ' 6 I PPIC 2, BP-22,24 ��, BP-3 i 11 BP-2, 3o/NF 1.5 P-5 I I Ztt12 3#12-1/2"C, cn �IWN ; 2$$12 /2 C, I 312-V2°c. 2 22 I � I � Drawn CIRC. 8 ' � PUMP EL VATOR PP2-1,3 j LAvA QRY L . ATORY MAIN LC}BBY _VATQRYQ BAR 1�S 7.5 C-1 "BP„ C0NTQKER I ( 0 2 o j Checked P-2 P-I 4 1 S MAZ P-3 \\`\i \`\ E L E TOR \ (�S ( PPIC-28 j 2 j �\ I 2V12-GFB S ! Scale 7,5 T5 5 \ 4 M A�I I N E \�\ 2 ® 3 0 o R Q O M1+ �\\�' S I I/W-1-V �\ \ \ I'\\\ Project \\ I `-7 4 12 \\ a 2 STUDIO ' 10 `\ L UNGE 1 �\V \\ \ ` / I 4 BQQKEEPER RECEPTi �� - _ \ � II TYPE A I ;\ \ `` ` I I PPIC-5, 'HALL BP 2T, „ \ ,, \,` \' �/'\ 4 `,\� PPIA-2, 3 2112 I WHRTTE 3U12-1/2 C. \`\ 2tt12-112'C, i! NARY, FOYER' ' COND, 4 PPIC-31 3 �'-� =- I \ \ , PPIA-4, PUMP 242 3 I 5 $ BP-13P BP-8., BP-T, „ �� \\ ! `\�. \ 2i2 ELEVATOR TUB ROOD 'ESTATE \\ \\ \✓\, \ \\ A R LOBBY I 14 Ij I F �S PPIC-4, \ ';\ STUDIO I v ��� \ \\ PPIA-5, ; \� EXECUTIVE 2u12 �USiILESS FILE 6 ! � � � I LIBRARY t \ 2=12 \ \ \` DIRECTOR I' 2UI2-I/2'C, j TYPE GFI \� `\ fl jZ j TYPE Hyannis, Ma. C \ C,�`,' ? i% \ \ C ` 3 ; I E S T I B U L E Q PRA-7, 5 I \ \ \ \ \ \ \\ 4 4 5 I \ \, \ \\ fS I PART PLAN BOILER ROOM '`,;\ �, , `, \ 7 LAUNDRY \ ' F SCALE 114" = 1' _ 0. \\ \ ✓ \ \�/ \' \\ \\ \ WP G i \ \ ,� 4 5 \ PPIA-b, \ r it \�✓ \ ���/ \J PPIA-16, \ j e " `\6 \ V� �,\� i STUD(ISO j ! �^ Assisted Living v '\. ✓`y 11 TmE B i� A Facility GFI WP \ `\, \ \ Q RIS` 20 9 ND. \� 1 BR9 TYPE C El t 1 BR TYPED j Z�A i \ 925 \9 0 \' \ ® 05W#9 0 9 PPIA-9, I 1 B R �\ i \ \'\ \ i TYPE \\ 2 B R �\ I BR TYPE c sheet Title First Floor 1 � it \ �\� `��, \\ TYPE A \,\ i } �WP \\\ Partial `\ Power Plan \ X \� / \\\ 1 B R \\ TYPE C I \ Job Number / \:\ / Date 6 NOV 1957 \ / I Sheet Number L�5 i 'hitactuf i \ �\ \ [!T�UDI( Y � L � \� RISER 39 Feam \ --J I WP 50 Commandants Way TYPE F �---� -- �� i ° Il i Chelsea, MA 02150 ED A\1 Telephone- 617-889-4402 \ \, STUDIO Fax- 617-884-4329 \ ii TYPE AE AE PPID-1, �� STUDIO 2#12 I TYPE A I RISER 28 R \I iD" \ SAm ZAX AssocIATES S z "P I '; D L�I� I I S " ev) 1 A tVCY, 14Q0 NC 47�9--7 6 `�. � i s 18 18 \ i 18 ' li TYPE C i l �MDRPID° Revisions RISB2 32 \ ^\ PPID-18, � 2#12 i r\' � , I 1 BR � Ix � j TYPE C I 3 \\�� ' r ( IAC-3 2 3 STUDIO TYPE A — \ - - \ - - - \ \ 3 NF 3pD-7, li ❑ ; I ' o it II F \\L GFI I I ,'�� � GFI A _ LIVING ROOM J WP 110 : \\� I 8 WP I 2 COUI'T;RY 10 I ' 8 10 I 8 i L I f\I� I O ` PPIC-II, 2 BR I TY 2#12 PP1C-8, 3 I �I Q 3 � � 11 II 2#12 � ULT4 PURPOSE w PPIC-15, �O 2#12 \ i -, z U I PP1C-10, PPIC-I6> D I#J G i �U !1 1O 2#12 5 16 =U- PPIC-I FI PP IC-18, GE -� 3 _ -- Ii;' U `�' ❑ PPID-2, PPID 4,6 brawn t- , 2#12 AIL 8 F 2 2#12 3 3#12 �, \\ I �� j - B A R I Ptt IC-I� __ Fil PPID-7, i, d i T'7 LAVATORY MAIN y LA4. TOR' G VA� I`isl A I N � LOBBY � ' 1� ��CLi 17 3#12 0 TBI i i ELEVA�" R I L 10 i CONTR .LLER checked Cd ,r i — 2 PPID-3, ��j 6 j , ❑ I P-6 INMAZ PPIC-22, CEILING SPACE 2#12 4 bQ i,/ 2#12 PPIC-17,19 � � E LE� R-, \' 6 \ �, same j PIC-23,25 i 22 3#IZ V O P-7 IN 1 M A C H E ! \- 3#12 \ li PPIC-24,26 CEILING SPA \ CIA F 3#12 \ t. ' ,i, � Project 5 PPIE-8, 23 , I /l tt � i \ / i 22 ° 30JNF 3#12 \,'/ " \ 6 \ STUDIO � � \ RECEPTION / 25 GFI PARLOR G ( ANK \ / 6 ; TYPE A \ I WHRTEHALL 1 .I P �. i/ LOUNGE j // \ � ' -, I i l � G I �� 24� Al ACTIVITIES I ® 2#12-I/ C. � i;%\ j\ �i� i%' / ENTRY] CYE I / I 26 t '' PPIE-6, —\ 22 ! .1 Ij ® C !R E T O R PPS-1, ;/ 2#12 21 2f PPIC-21, i 20 \ \ /, j �. T"MTAT 2#12 1 ! p P / f 1 \ \ 1 E_E ATOR LOBBY 2 / \ \ /V j n i PPIC-20, 20 I PPIE-2, 6 USINESS OFFICE ;' LIBRARY # MARKE i� IG 2#12 / j \ 1 i% j -\ (I �� DIRECTO I % \ � /��� \ �� !� 1` STUDIO PRIVATE \ 2 \ \`// L:,:Y: BtF-' �$Va11I11 Ma. VESTIBULE j ' ZI KADIN 20 � / GFI \ � 6 \\, � i � \ �/i %i 1 J `� I , i 21 21 20 20 tt IE-4, / \ ; ;j' RISER 22 2#12 �" LALfNDRY n b A rf 2 % PPIE-3, CN C ❑ ❑ ❑ ❑ ❑ 13 3 ;, ; PUME�` \�\ PP1E-17> — , ! STUDIO ;/ \ ' \; 2#12 Assisted Living i % I� � � \ �� � � BR l TYPE Facility \ i TYPE C \ RIB? 17 j O "MDRPiE" ' j % ;% / \ GFI \; 1 / 7 WPC \ TYPE r 92- F11:EIR YPEP'l � "PPIE B R 7 / 1 \ i TYPE C PPIE-7, / l 2 RIB#20 / Lam' O 2 BR i ) TYPE E 1 BR TYPE C \ ' l \ % Sheet Title . / STUDIO �,, First Floor TYPE A / ! \ Partial Power Plan RISE?#19 j` 1 BR i i TYPE C i \ / Job Number \ ! f bate \ 6 NOT 1W \ /r Sheet Number Eev I lid I STUDIO A U I tectural I ` 3-16 � � PP PPIt 16 ( I( A IA 7 ib (II! _� 16 I, � Qo 50 Commandants Way At 14 17 PP►8-7 Chelsea, MA 02150 r A 2u12 STUDIO Ir- I 1Telephone;617-889-4402 6 Fax; 617-884-4329 A STUDIO I SAm ZAx AssociAT'Es Sz I t� I Y" A 16 t6171 479-74B �L �j I / 16 Revisions II I �i A 17l 1 BR HL 16 j STUDIO A 16 � ja STDDIO I I j) SOLARIUM i B I) � ! l LOUNGE1 BR I � PII j I B +- i U U U I lz I it i I 16 16 II 11 11 !( �LPIC-14 I7 I v a FITNESS CENTER \ `\ 2412 MM j co 1b U U U O EN --_ . . T B B" OW [� Ij f 1711 \ � ,I 14 I! r 17 Al ( I DOWN TO DSf IN Drawn f I ! U ! L ��� j I RECPT. AREA. EE DWG E14. i \ 15\ 15 Checked L \\ U \ F 11 S 15 B 17 LPIC-15,17 15 \ ` W E •I; - 16 LL E \ % 3tt12 f 17 MAZ 0- B F li= \ . \ 15 B \ II A 17 A 15 Scale \ L \\ J\ \ lb \ 15 A 15 17 m _ Y/r-1-r L \ %/ \ 's \ 15 LL U i 01. FIDIC-II, j 15 STUDIO Il n r 11 \,: i \\ 13 15 11 I 12 Project / v LOUNGE \` \ D C 10 L S L L I \ < L \\� U Inj \ \` L �\ \\� LL Uhr II II 10 IOEXAM RO :9• • 13 v ; WHRTEHALL to LL to c0NFE ENCE/ 2tt1 � L PRI`I DININGLELE ATO X v 10 % '"T"'ATE LL 13 g 13�� 10 1-i U v I B \ STUDIO I \ �\.✓ �, \ 15 \\` 1 BRA\\ 9 STUDIO `,\� 10 \ V Ij l� i STUDIO L L L �I Hyannis, Ma. 10 10 \\ A 1" \LA \ \ ! \ 10 15 \ \ 2Z12 IL STUD iOI \ BR � A10 ! ,I u 9 \ \ Assisted Living Facility \ ` 12 �\ / A \ �\�\'' ��. 1 BR IX N4 SAMUEL 12 Xx 9 �✓ c \ \ r \. \ \ II \ A10 \ \ \\ \ 9 g \ \ v IL09 10 X �\ A BR Sheet Title \ \\ `JTu \ Second Floor Partial Lighting Plan \, 1 BR \ l / Job Number i 9704 \ ' j Date \/ 8 NOP w Th Sheet Number E-7 r, I \ i —Cd 7h � o ectulra. STUDIO- . \ 8 I �` �\ 8 rTE: DI �\ \ 10 BIR �\\ ' i B D lag j D \�\ c 12 8 At Admirars MIR Chelsea, MA 02150 ITelephone- 617-889-4402 I, STUDIO 9 - - 8 �� e �— SAm ZA x AssocIATEs \ �-\ Sz P 12 F 1 ASSOC. O NCY, MA C069 A tl ii lj 10 8 Revisions A ' BR �I 10 12 8 A \ � ; STUDIO i 8 \I \ �I A ! 8 1 — �X ' sT o j �} SOLARIUM j �I g P LOUNGE PP _g i j \ P12 I � I U j i�- 1�B R�! j �I EF 10 � J BEAU S SHOR Ij ! � J OPEN 10 i U U \ � TO \j BELOW --� Q 8 8 II B i I 4211 18 \ I I 1 Drawn F15 Cq 12 A ' 15 13 % // Checked z O 17 LL 8 ii U I f, M" !� i/ L Q r 15 5 13 LL ST R'I E ,/ /�� i Scale I A I ! LL \ 10 13 i` \ ( LProject f (M i`i f fi 6 0UlG`� 4 // SI\\1\ \ 15 LL , \ r I I L > WETEHALL , I I 7 M 7 15 b 6 / Z' CONFERENCE/f j �\ r f\\ 1 7 B ROOM LL / 6 y\ \; PRIVATE DIi�1PG � -J ;\ h \� M( 11 ELE LOBBY L13 6 /(% \> / �� ESTATt C 7 Et] ULLS I UDIOST�.la`I I7 �� j� it STUDIO �! / �( A1 BR .,/ \ r Hyannt% Ma. 15 14 / \ \'� LAI D RY 7 A �. i 13 STU1I ,\ %" \� 1b �/ A 1 / B�R _ i` II \>a f \ AssistedPP2E living > j 2tt12 I >/ / ii Facility IF L ff AX i;� �;; �` ' > � _ 16 �\ z/V 14 1 BR 14 I %\ 14 �\ A \/ 116 E9S � i A-I 1 BR 14 ib Sheet Title STUDIO �� Second Floor Partial f �f/� ' /,> Lighting Plan j f, / \ , i Job Number \ ` Date > Sheet Number E-8 _ 7 —C fledulral �TUDWSER 35 '0 TY PE =A1 50 Commandants Way At Admiralls Hill Chelsea, MA 02150 1xiL Telephone- 617-889-4402 Fax- 617-8984-4329 STUDIO rr TYPE A 4 SAm ZAx AssociATEs W)O PANCOCK STREET ImP ASSOC. MA 02169 Qr6ly)'479-7415 I BR , - I KPI-21, 133 F-F#6 2 ,I CO W ON C 3 /NF PU P 33 Revisions 24121/2*C, II 1 BF IL C Li)LPE�' F-1 11 F�T�IJDIO I I KPI-26, TYPE AJ EF*0 OOF N R WP z S 0 L RIUM LOUNGE r9r) I I z 1_BR 3 E C_ IL! G TYPE TYPE z COND. F 19 LL PUMP �0 FITNESS CENTER OID E N 4 i PP2A-1,3 TO 3912 BELOW COND. 3 P'4MP 4 Drawn c) 4 MKS 4 PPIC-27, Checked 2 2 4WELL �ESS PANEL WDRP213" 2#12 MAZ 27 Scale FFIC 4 "�x 0 0 2 5 Project OUNGE V,2 TYPE A PP2A-2 4 5 1 27 27 \ # 3u12 5 EXAM ROOM 1;L WHRTEHALL I CONFERENCE/ I PRIVATE PP2 -5, DINING F A [LEVATObLOBBY 3 11<11 I L� OSER 38] ESTATE A 2 PP2A-6, mill 2#12 5 1 BR 27 STUDIO TYPE A `\ `' � G TYPE C STUDIO 1 BR 6 6 STUDIO 27 I YPF 2 Hyannis, Mae A 27 27 W L RISER# PP2AA U N DI,Y R Y 8 2 21312 6 M PP2A-7, 10 PP2A-13, S T 1 BR r1\1 \� q I X I'LTYPE E3 ving Ass*sted Li A 13 Facility \, \ :� -� / �.\ C \\, \ \\ \ \\ \ Rai?#I! \�\ #12 RISER#4 TYPE C 1 BR 9 II: TYPED 03) A" ZAX :6,T 253 P \A RISER 9 Li \` \\\ \\ \\ 9 TYPE C V V. OSE12#5 (0� 2 BR TYPE xx IV BR Sheet Title STUDIO _TY P_E_A_ Second Floor RISER 6�\`l\\ Partial \\. \\ Power Plan % TYPE Job Number 9704 Date a NOV 1W Sheet Number E_9 I rT') F�11 i 1h r7� I ! \ [_2 B_ R_ I I=T�P� F F-STUDIO I TYPE A j7 L x 7`7 TYPE C: �1 RISER 33 FIT r--- X111 17 D.P PP'C-27, 2412 27 _F_ ---------- L I dThe I X I LIT�' � I I !% RISER tt 29 � I o r— ST IQIs Q I� 1 �( TYPE ff i I O I { yiFe am DR 50 Commandants Way TYPE t= ( F i i I I III ! I � Art. 01 r A\===LL Ll C I At Admirars Mill JEE�3' Chelsea, MA 02150 r— � STUDIO II Telephone;61`�-889-44o2El - TYPE A s �y Fax; 6 Il i 884 4329 STUDIO ! A I i I � PEA RISC?# 31 �--� Sz 1400 HANCOCK STET TV2 A c6m 479-7415 I ' � I I Gk�VCY, MA 02169 L I 1 BR I "PP2D" 16 Ib l! J I TYPE C I( III ND. r RISER#77 I Revisions I PP2D-16, 2#12 RISE?#32 � I R �! TYPE C � I F- 2 I STUDIO �I TYPE A j y RISER#32 RISER#26 \ II � SOLARIUM i I I STUDIO '� I � LO U!N G E I TYPE A TYPE G I y 1A�Rc PP2D-1,3j TY I' FRI3*02 iM#39 D-2,47] \` ` 3#12 BEAUTY SHOP I � f I J i l I 5 OPEN t 7 GPI TO 5 s PP2D 5, BELOW — PUMP 3#12 5� ` (I 5 " Drawn 2—m 7 2D J� 7 I2712 Checked �o Q 6 2 / 1-1L PP2D-9, 5 yi ST J E 6 i% W ' MAZ 7 'R#12-GFB / /I b %i /f Scale y / I � 9 (-- --i y Project % i STUDIOLOUNGE 4 i COND. TYPE ! PUMP \ >' I I ' % #�� /;' WHRTEHALL JI I I I I `-y S 7 /�j ' CONFERENCE/ I I TUB ROOM � PP2E-2, f i/ PRIVATE DINING I I I� � �! lI ' I 7 ,c ELEL�ATOPOLOBBY 4 2#12 RIS�2#39rE"TATE / ( RISER#39 C� PP2E-I, i 2#12 �/ � � �� i STUDIO %! i STUDIO I STUDIO i ' TYPE C I' i I i1 I; �i 1 BR I ;/ ,,/ Hyannis, ,� RISER 23 / o PP2E-4, 2#12 W i i J RISBR#22 LAUNDRY i4 2 PP, # 3#10 PUMP I A STUDIO i � /!/ �"f 8 2#i2 �, ; ; y' ,✓`t• Assisted. Living TYPE B ; %' j' >� y li TYPE C I� I; s 8; j; �, / Facility UN I RISC? 14 fj� i P , '\y� ;,y g R / TYPE G 7 TYPED I �', t i I v � % ,A ; i. II 7 // !I TYPE C RISEI?#2O I g R / ��� TY' PEE � , Fog f y , P 1 R / sne®t title y' ST Second Floor Partial RISER#19 Power Plan 1 BR f TYPE C y %j Job Number \ / �� y ` Date 6 NOY 1997 Sheet Number E- 10 { Arcidtactural leam 50 C ommandan s Way PPIS-6, At Admirals Hill 1/2"C., 3tt12 E 1u12GRD. Chelsea, MA 02150 WALK-INTelephone- 617-889-4402 COMPRESSOR FREEZER Fax, 1l 7— Cy4'43 9 (OUTSIDE) 30iNF PPIB-7> 1/2"C., 3u12 E 102GRD. KPI-7, SAm ZAx ASSociATEs - 3u12 WP WALK-IN COOLER Sz COMPRESSOR 30/NF A&EM. GLWY, MBA 02169 (OUTSIDE) (617) 479-74B F` P. R II i f WALK-IN FREEZER ZEXACT LOCATION TO BE ire J o/z �. DETERMINED IN THE FIELD. Ij ��� j 10 ry � I �4 ! �\ `, TYPICAL 2¢� \ Revisions KPI-10, 202 N / 1 13 \,\ � K Itt8 � � oo tiw�%`"� ! OFFICE Ai ( � ! j PPIE-13, i3 I i "fo VAP. 2U12 'r r COOLER !/ STORAGE ', 13 Zr ! 12 Ioo�� 10 CIV I C4 it KPI-12, , 2u12 I � , 12 II2#12 J I,I i 13 i FIRE SUPPRESSION SYSTE J SEED AIL BELOW 8 KP-2 KP-4 ,0��. 2 202 2u12 KP-26 3 2 16 2u12 l7 19 !, PANEL "KP" i � / � � � I v' PANEL 'KPl" 25 !��p�!ii!! ;pi�i ;.I �I ( ( ! ! (il'�i� '!!ii I) �! XtT � g I Drawn 2 I \! MKS KP-il _ J 7�1 .� Checked KPI25 " I/2"C., 2u12 27MAZ Scale it KP-7 AS NOT® 1� 1/2"C., 2U12 , 7 Project 1 I a ' !�! I I EXHAUST FAN KPI-15, 9 J j li ( KITCHEN MAKE RN F INTERLOCK WIRING NORMAL OPERATION FOR 1/2"C., 2# ! WMTEHALL I III KP-S 33 32 31 30 29 3/4"C., 3 I ii{I ESTAET KP-9 " KP-15 25 1/2 C 2tt12 3u12 41 I'I I KP-25 KP-14 ! 2u12 I Hyannis, Ma. 3tt8 1. IIA NORMALLY CLOSED 6 0 1 KP-22 RELAY / (� 2u8 MR GAS VALVE FURNISHED '� 53 lid G J KP-21 E INSTALLED BY OTHERS. KPI-16, 2tt12 V Assisted Living KPl-l7, I! ` I! I 2u12-{/2"C. 2u12 51 O FIRE SUPPRESSION 4 I e ' KP-20 20I �I 2u12 = CONTROL PALL 4u12 Facility 47 TO FRCP 4?�k4e I ift '' I nFR ( 1. UPON ACTIVATION OF FIRE SUPPRESSION CONTROL PANEL VIA KPl-18,2tt 46 THE ANSUL SYSTEM THE KITCHEN MAKE-UP AIR UNIT SHALL BE KPI-19, C2 �.p � DE-ENERGIZED AND EXHAUST FAN SHALL CONTINUE TO RUN. 2t$12 PsAmUEL 2. CONFIRM ALL LOCATIONS AND REQUIREMENT IN THE FIELD. 4uICU-XHHW Z Iu6GRD. ZAX !! 1/2'C. TO SWITCHBOARD. 200A 3 POLE CONTACTOR 9 53 45 54 LOCATED IN MAIN ELECTRIC ROOM. AL ELECTRICAL KITCHEN EQUIPMENT LAYOUT FIRE SUPPRESSION SYSTEM WIRING DIAGRAM SCALE= 1/4' = 1'-0" NOT TO SCALE Sheet Title ELECTRICAL KITCHEN PLAN Job Number Date 6 NOV 1W Sheet Number E- 1 I f Fh(a 214 TO APT. M LC (1) 15A/1P 2:j:12 TO APT. LC (1) 20A/IP j o / GFI Archittetctura. WP 2#12 TO APT. `\ �.� CC j DD ; LC (1) 2OA/2P ! / EF i W, yam �` �`� �� ;/� `� 50 Commandants mandant s Way 212 TO APT. W ;\ \\` ; ° LC (1) 20A/IP a 3u14 TO APT. V';; r At �.4�1�'llirds Hill 3#14 TO APT. a LC (2) 15A/IP I / Chelsea, 02150 LC (2) 15A/IPTelephone;617-889-4402 ® ! S q /� Fax- 61`�-884-4329 332 S.F. F Y \\ LC i S A tot A UNIT B �\ i 2#12 T APT. !! 364 S.F. LC ;.,\; ii LC (D 20Al2P �I ( i SAm ZAX Asscc9ATEs Sz W)O HANCOCK STQM7 OLI NCY, MA 02169 C 2a12 TO APT, I I A c6m i j ( W LC (1) 20A/IP �� j 3n14 TO AP LC (2) 15A/1 a a Li G I 2tt12 TO APT. +i LC (1) 20A/2P Revisions UNIT TYPE "D" tt tt M UNIT TYPE + i i SCALE: 114"=1'-O„ SCALE: 1/4"=1'-O" J 2ti14 TO APT. LC (1) 15A/IP 2�12 TO APT. LC (1) 20A/2P UNIT TYPE "All SCALE: 1I4"-I'-O" li � !I° V z 2#12 TO APT. ` LC (1) 20A/1P a ! ; j N S I 1 A I u12 TO LC ®` W I ! # L (1) 20A/IP - 2 12 TO SMALL ®, L j ! APPLAINCE CIRCUIT 2u14 TO APT. ' � � I j l ; LC (1) 15A/IP - V i � 1 S ; 3#14 TO APT. � 3#14 TO APT. Drawn I jl LC (2) 15A/IP I S LC (2) 15A/IP UNIT C ; I ( LC 451 S.F. ' I `•.,! I Checked !i � j � ; j ® j I � aMAZ ILI UN E 111 ;I Ii Soak® QD Project j Z V Y A a a i ! IWHITEHALL !, 21,112 TO APT. ! 120 a �� L4 (1) 20A/2P WP UNIT F ! I ESTATE \, 3n14 TO APT. 593 S. ! �Y j ! LC (2) 15A/IP GFI 2nI2 TO APT. ( l ;I LC (1) 20A/IP Z j Y I 2#12 TO SMALL APPLAINCE CIRCUIT Hyannis, a. \`\ i t! tt UNIT TYPE E ll, UNIT TYPE C 212 TO APT. i j j j SCALE; I/4"=1'-O" I Assisted Diving j LC (1) 20A/2P 3z14 TO APT. SCALE i/4"=1'-O" Facility LC (2) 15A/IP I AYH OF tt tt AMUEL c I UNIT TYPE ZX SCALE 114"=I'-0" � #� 253 { 2 POLE 2#12 TO APT. CIRCUIT BREAKER j LC (1) 20A/2P 2#12 TO APT. 15A. 15A. MICROWAVE ! GENERAL LIGHTING GENERAL LIGHTING 20A/IP I I I i ! I ! 20A. 20A. j I ; DUPLEX RECEPTACLE I ° 310 TO APT. MOUNTED 5'-0" A.F.F. ' LC COOKTOP SMALL APPLIANCE SMALL APPLIANCE FOR MICROWAVE 3n14 TO APT. ! GFI! 30A. 20A. LC (2) 15A/IP BATHROOM RECEPTACLE 3n12 TO APT. 24$ LC SMALL COOKTOP 20A. sheet Title j ! I ! uNrc c I I ,z6 S.F. APPL. (2) 20A/IP ! � Ad I —6LMICROWAVE Typical 15A. 2oA. Unit Plans k �S GENERAL LIGHTING -e i FAN COIL UNIT S A - TYPICAL UNIT KITCHEN ELECTRIC HEAT I � EQUIPMENT LAYOUT SPACE V a LC ---0 2#l4 TO APT. S A LC (D 15A/iP SCALE: I/4 = 1'-0" z c ; i 120/208 VOLT, 10 \� I ° NEUTRAL GROUND BAR IOOA. BUSSING Job Number bate L I TYPICAL APARTMENT LOADCENTER 8�"�' EF 2u12 TO SMALL NOT To SCALE Sheet Number APPLAINCE CIRCUIT 2:* TO APT. UNIT TYPE "Gtt IE- 12 LC (1) 20A/IP - SCALE: 1/4"=1'-O" i 4 NOTE= FEEDERS WITH AN ASTERICK t ) IN FRONT OF THEM ARE OVERSIZED DUE TO VOLTAGE DROP T� he ROOF '� � � i RISERRISEct tt37 Ufa. tt33 LC E LC L C RISER RISER l� m tt 343$ LC Lc Lc LC SO C�om mandants Way RISE�2 RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER RISER �� Admirals ��� ul 42 tt3 tt4 45 tt6 tt7 tt8 tt9 u10 nil u12 u25 u26 427 u28 tt29 u30 431 u32 913 414 915 416 417 u18 u19 u20 421 u22 tt23 u24 RISE Lt, LC LC LC LC LC LC LC LC LC LC LC U35 RI 39 LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC LC Chelsea, MA 02150 LC LC LC LC LC Telephone,6 1 7-889®4402 Fax; 617-884-432 RISER tt36 PP2A E LC ME SAID Ax AssociA rEs S z W)O HANC 2ND FLOOR ASWX". CLO CY, MA'0216699 (61M 479-7415 4u250MCM-CU-XHHN 4u6CU-XHHW E - u6CU-XHHW E 1u4 GRD.-3"C. IulO GRD;11/2"C. 110 GRD:! 112"C. 4tt3CU-XHHW E Itt8 GRDA 1/2"C. Revisions LC LC LC LC LC LC LC LC LC LC LC LC PPIA unc WC LC LC LC LC LC LC LC LC PM LC LC LC LC LC LC LC LC LC LC LC LC PPS 4tt3CU-XHHW E itt8 GRDA 1/2"C. PAD MOUNTED TRANSFORMER NY)RPIA.__u-- ... *4tt4/OCU-XHHW tu�RPlp MDRPE -- Iu4 GIRD:2 I/2"C. 4u4/OCU-XHHW Z OOA/800A CHILLER Iu4 GRD,2 IITC. *4tt5OOMCM-CU-XHHW E *4tt6OOMCM-CU-XHHW E WP GRADE 1#3 GRD.-4"C. 1#2 GRD:4"C, *4tt4lOCU-XI-HW E I44 GRD,2 I/2"C. 2-4"CONDUITS FOR -4u604MCM-CU-XHHW Z WIP PRIMARY ELECTRIC SERVICE. PPS SEE DWG. E-2 FOR lug GRD.4"C. *4tt250MCM-CU-XHHW E CONTINUATION 4uiCU-XHHW E 1#4 GRD.-3"C. 146 GRDA I/2"C. 4ulCU-XHHW is TIME SWITCH Iu6 GRDA 1/2"C TORK u2100 21*12-1/2"C. pt i�1ee Sp �i T 6tt600MCM-CU-XHHW E © O 2tt1/0 GRD. IN 2-4"C. 24tt600MCM-CU-XHHW � Q 613350MCM GRD, 1N 6-4"C. 200AMP FUSED DISCONNECT SWITCH FOR ELEVATOR, SIZE OF FUSE TO BE DETERMINED BY Drawn ELEVATOR MANUFACTURER (TYPICAL FOR 2) MAID SWITCHBOARD 4u6CU-XHHW ti Checked 3tt3loCU-XHHW 010 GRD.-I`C. FIRST FLOOR is Itt6GRD, IN 2"C. MAZ 441CU-XHHW Ittb GRDA 112"C. Scale Noon Project WHRTEHALL IS T A T MAIN DISTRIBUTION RISER DIAGRAM CI 200A/3P CONTACTOR ITEtta CLHIFS217A803 NOT TO SCALE ® 60AI3P CONTACTOR ITEtt CLHID4617A803 Hyannis, Ma. 2-4"CONDUITS FOR PRIMARY SERVICE PAD MOUNTED UTILITY CO, METER TRANSFORMER M 24tt600MCM-CU-XHHW 4 2500AMP BUS APARTMENT RISER SCHEDULE Assisted Living 6tt35oMCM GRD. IN 6-4"C. 1 II2"CO. r----------I Facility `__ _______J RISER CIRCUIT BREAKER WIRE SIZE ---� BUILDING C'T'S ot� y; 0 \ \ \ SAC gUEL � .\ ° uI THRU #39 200A 2POLE 3#3/OCU-MC 7AX # 9 53 '������ _ 1u3l0 BARE COPPER GND XX XX XX �s .: - .. WIRE IN 1-1/2"CONDUIT L E TO BUILDING WATER SERVIC _ WITH CLAMP /''� �`� /�''''°°�� �'''�, �../ ( 3 J (,_.✓ ��...i �...J 0 0 ( 9 J a II 12 13 14 15 16 17 86 ltt3/0 BARE COPPER GND WIRE IN 1-1/2"CONDUIT ( " TO BUILDING STEEL Iu3/0 BARE COPPER GND WIRE IN 1-1/2'CONDUIT TO FOOTING, EXTEND CABLE 20'-0" INTO FOOTING ® ° RISER PANEL LOADCENTER r®-I WITH INTEGRAL GUTTER I I SIEMENS ttR1224ML1125CU/RLK250/MBRI00 sheet Title NEUTRAL"A" ELECTRIC PHASE "B" SERVICE RISER l 1 ma RISER PANEL L—J (TYPICAL) ® o FLOOR SERVICE FEEDER. SEE RISER EET FOR SIZE OF CABLE AND CONDUIT SINGLE PHASE RISER PANEL LOADCENTER WITH GUTTER FLOOR NOT TO SCALE Job Number WIRING DIAGRAM FOR RISER PANELS Date NOT TO SCALE 6 ► Sheet Number E- 10 I e A v tnt ur -i a. ear SO Commandants Way At AdmiraYs ]dill OOF Chelsea, M.A. 02150 Telephone;617-889 -4402 H N N N H N N N N N N N N N N F F F F F F F F F F F F F F F F F F F F F F S S S S S S S S S S S S S S S S S S S S S S S S Fax; 6 1 7-884-4 2 CM FS CM FS H H H H H H H N H N H H H H H H H H H H H H H H H H H H H H H H H MM TS MM TS S S S S S S S S S S S S S S S S S S S CM FS CM FS S z AM ZAX ASS®c1ATEs SECOND FLOOR MM TS MM TS �► IM,eyMWANCOCK W��a �Sm�'r VY, MA 02169 (6171 4V-7415 AC-1 AC-2 AC-3 W H N H H H H H H H F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F FS S S S S S S S S S S S S S S S S S S S S S S S S S D D D CM CM CM CM FS CM FS RT RT RT N H H H H H H H H N H H H H H H H H H H H H B MM TS MM TS J Revisions S S S S S S S S S S S S S S S S S S S S S S S S S S S CM MM CM FS CM FS REMOTE TEST SWITCHES FOR DUCT SMOKE MM TS MM TS DETECTORS. EXACT LOCATION TO BE FACP PPiC-30, CONNECT TO ELEVATOR CONTROLLER DETERMINED IN THE FIELD. }.. FIRST FLOOR 2#12 CONNECT TO FIRE SUPPRESSION 2" CONDUIT TO MAIN TELEPHONE BACKBOARD PANEL IN KITCHEN. FOR LEASE LINE CONNECTION FOR FIRE ALARM SYSTEM. NOTE 1.) ELECTRICAL CONTRACTOR SHALL CONSULT WITH THE MANUFACTURER FOR AMOUNT AND SIZE OF WIRES. 2.) ELECTRICAL CONTRACTOR SHALL CONSULT WITH THE SPRINKLER CONTRACTOR AND CARRY IN HIS BID ALL COSTS ASSOCIATED WITH WIRING OF THE FLOW, TAMPER SWITCHES. Drawn MM Checked FIRE ALARM RI ER ADNE ABLE TYPE S Scale NOT TO SCALE N= Project WMTEHALL ESTATE Hyannis, Ma. n Assisted Living Facility , 2 BEDROOM APT. ��� �� WIRING. TYPICAL FOR 9 SAMUEL ZX `` I BEDROOM APT. 2'x2'x3/4" PLYWOOD BACKBOARD I BEDROOM APT. 2'x2'x3/4" PLYWOOD BACKBOARD 9 WIRING. TYPICAL FOR 39 WIRING. TYPICAL FOR 39 ON EACH FLOOR FOR TERMINAL ROOF ON EACH FLOOR FOR TERMINAL ROOF 22 4COND (TYPICAL FOR 6) . 4COND.22 d�"� (TYPICAL FOR 6) DUAL RG-59 QUAD SHIELD B2A T62D TB2E �= CTV2D CTV2E T J CTV2A COAXIAL CABLE. TYPICAL r � r —-7 —1 ®—-I P P2A-15,tt fT% L �A STUDIO APT. WIRING 2 BEDROOM APT. L®®� PP2Q-10, 2ttI2 . TYPICAL FOR 32 WIRING. TYPICAL FOR 9 STUDIO APT. WIRING 2tt12 2tt12 LIVING ROOM ACTIVITY ROOM SECOND FLOOR 4COND.22 TYPICAL FOR 32 SECOND FLOOR FITNESS CENTER PPIA-17, PPID-18, 2tt12 PPIB-18, 4" CONDUIT TYPICAL WITH CABLE 2412 4" CONDUIT TYPICAL MCTV CTVID CTVIE AS DIRECTED BY CABLE TELEVISON CO. TB1A MTB 2tti2 TBID TBIE CTVIA PPIE-I$ 2tti2 FIRST FLOOR Itt6CU-3/4°C. FIRST FLOOR 4'x4'x3/4" PLYWOOD BACKBOARD Sheet Title FOR MAIN CABLE TV SERVICE. 4'x8'x314" PLYWOOD BACKBOARD FOR MAIN TELEPHONE SERVICE. MISCELLANEOUS RISER DIAGRAMS CABLE TELEVISION RISER DIAGRAM TELEPHONE SERVICE RISER DIAGRAM NOT TO SCALE NOT TO SCALE Job Number Date $my low _ Sheet Number E- 141