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HomeMy WebLinkAbout0460 YARMOUTH ROAD - - --------- 1 A2.2 1'-0" � � 000 ('_ l F�oo�o i EX IIIIII II I I I ILIA==-�I I I 17 - I I REGENT FLUIDS co REMOVE EXISTING STAIR 2 I I I ASSOCIATES INC. STORAGE AND INSTALL NEW 1 1/2" 2 LAYERS OF 3/4 T& — A2.2 G CDX PLYWOOD ON CONCRETE FILLED MTL PAN MLT DECK-STAGGER L — — — — — — — J STAIRS JOINTS,SEE ARCHITECTS LL STRUCTURAL DETAIL _ 24 LYMAN STREET W ON S1.1 I — — — — — — — — — WESTBOROUGH, MA 01581 Co w PLANTER a � Z UP O _ p 1 1/2"O.D.STEEL PIPE RAIL, 4'-0" 6'-2" 9'-10, z co PTD PER ADA I I TEL 508.870.0005 CLR F- IN TALL NEW 3/XI T&G CDX 6 FAX 508.870.0026 W P4 OOD ON EXISTING FLIrR. STAGGER JOINTS 7 Li oo EXTENT DF NEW EIFS I I PARTS 16 I 18 CENTER PARTITION I iSTORAGE SERVICE 5 PARTS ON EXISTING MULLION STORAGE REk OVE EXISTING „ D OR AND INFILL 8 ramp up 5-6 Of IENING WITH CMU zo 11 0 — - - - - - - - - - - - - � r — — — — — — — r Li cw-02 / L J o I N �I BUS _ _ _ - - CAFE' o2 i CTR 3-o x 3-o x 1-0 I PLAY I I G� FTG.REINFORCE W/6#5 E.W. ��" Q � ✓ �Ocej GJ BOT.-B.O.F-EL=4'-U"BELl� HM-0� - DEMOI IISH ALL EXISTING ( = 'j >_ o I, 9 FINISHED GRADE(TYP. OF 4) O No. 642. w� �I ,� °� WPRCESTER. v WALL , DOORS, ETC. SHOWN / �� SEE DETAIL ON A2.1 a d ao� DASHikb SS. HM-04 04 ALIGN P1 (TYP.OF 4)SEE DETAIL i 3'-0" CASHIER/ �:L ON A2.1 14 01 �/ RETAIL P TS g PARTS r _ _ _ _ _ _ _ U) CW-03 CM04 = REM EXISTING DOOR AND 3 LL I CUSTOMER MANAGER ® � ® � w I LOUNGElu INFILL 0 ING WITH CMU TECH 10'-0" 36'-0" Z I4 Ex �AL L 10 L- 11 9'-3 7/8" 2'-5 3/8"6'-0" 11'-8 1/4" /2" 8'-8 3/8" 6'-3 5/8" 64" HIGH CMU WALL W/ Premier � 0 ago a� SLOPED TOP z I - _ 24'-41/4" Cape Cod F_ I M - - rom� Service & Parts X I o I 15' 5 1/8" 8'-11 1/8" 19 2 w � MA►CHINES 19 STORAGE I - 1 _ Foundation Plan L 1 2 1/8" - Ll a TECH LOCKE I LUNCH X I i - - - - - - - t 1 II I� N I I 460 Yarmouth Road 20 I 07 I i i 1 Hyannis, MA 02601 TEL/DATA I SERVICE NAI II Ex / DISPATCH N I I IEX 771 -- - - - - - - I-�- - - -� - - - - — - - -- -- - - - - - O W18 w18 x 35 o W18 CANTILEVER PROJECT 2009-17 LO c0 CANTILEVER ' DRAWN SAC ® — — — — — — — W18 x 50 OE SCALE 1/8" = 1'-0" DEMOLISH ALL EXISTING HSS 8"X 8"X 1/2" DATE 10.30.09 WALLS, DOORS, ETC. SHOWN DASHED W18 x 35 COL.,TYP. 9 cv o PLANTER I 18 I o CD W18 x 35 CD o CDI I ao I � 3"ROOF DRAIN 0° co � N SERVICE DRIVE W18x35 3"SQ. DOWNSPOUT I I MOMENT 9 - - - - - - - -- - - - -- - - - ® ® W18x50 ® CONNECTION, - - - - - - - TYPICAL 10'-0" 36'-0" TYPE B METAL 9'-0" 38'-0" 75'-2" ROOF DECK EXTENT OF NEW EIFS (GALV.) Floor Plan , Foundation Plan , and Basement Plan First Floor Plan Framing Plan Framing Plan 1/8"= V-0" 1/8 10 0 1/8"= V-0" MINIMUM REINFORCING STEEL SPLICE LENGTHS SCHEDULE 1'4" HSS8x8 8" 8 SPLICE LENGTH COLUMN T.O. PIER (INCHES) BASE PLATE ® ® 14"x 14"x 1" BASE o EL. CLASS B _ BAR SIZE 1/4" SETTING PLATE oo PLATE 0'-0" - r _ (BARS OTHER THAN TOP BARS ON 3/4" NON-SHRINK E N TOP BARS) GROUT - bo 0 #3 19 25 it 25 33 HSS8x8 COLUMN_ 2' 0„ ANCHOR 11'2"7 8- #6's VER T. BOLTS 31 40 w/ 2#3 TIES 37 48 -III—III—III=1I I= I III—III= I=1 = = 2 ADD'L #3 @6 o.C. �J STEEL COLUMN BASE TIES @ TOP OF#7 54 70 PLATE DETAIL SPACING) (2 #8 62 81 4 - 1"0 ANCHOR SEE PIER P1 DETAIL (TYP. FOR PIER ,P- 1 ) PIER DETAIL (P-1 ) REGENT BOLTS FOR SIZE OF PIER SCALE 3/4 -1 -0 SCALE:3/a"= V-0" #9 70 91 AND REINFORCING ASSOCIATES, INC. SEE PLAN FOR #10 79 103 FOOTING SIZE ARCHITECTS AND REINFORCING 4"PREFORMED METAL ROOF EDGE 4"PREFORMED METAL ROOF EDGE NOTE: SEE FOUNDATION COPING, PROVIDE PT BLOCKING AS COPING, PROVIDE PT BLOCKING AS IF THE CLEAR SPACING BETWEEN BARS IS LESS THAN 3 BAR PLAN FOR BOTTOM NECESSARY NECESSARY 24 L Y M A N STREET DIAMETERS OR IF THE COVER IS LESS THAN 2 BAR DIAMETERS, OF FOOTING (BOF INCREASE THE SPLICE LENGTH BY 50%. o � , o EIFS W/LAYERS OF 2"EPS ON AIR/ EIFS W/LAYERS OF 2"EPS ON AIR/ WESTBOROUGH, MA 01581 UNDISTURBED EARTH OR VAPOR BARRIER MECHANICALLY VAPOR BARRIER MECHANICALLY SEE FOOTING PLAN FOR COMPACTED STRUCTURAL FASTENED TO 1/2"DENS GLASS GOLD FASTENED TO 1/2"DENS GLASS GOLD FOOTING SIZE AND REINFORCING FILL (WHERE REQ'D IN FILL SHEATHING ON 6"MTL STUDS 18 GA SHEATHING ON 6"MTL STUDS 18 GA AREA OR AREAS OF REMOVED MIN. MIN. TEL 508.870.0005 UNSUITABLE SOIL) NEW ROOFING MEMBRANE ON 1/2" NEW ROOFING MEMBRANE ON 1/2" FAX 508.870.0026 PROVIDE NEW ROOF DRAIN PER CODE TYPICAL COLUMN PIER 8c FOOTING DETAIL CDX PLYWOOD ON MTL STUD BRACES CDX PLYWOOD ON MTL STUD BRACES ATTACHED TO PARAPET FRAMING AS ATTACHED TO PARAPET FRAMING AS NEW PREFORMED MTL ROOF EDGE, SCALE: 3/4"=1'-0" REQUIRED REQUIRED MATCH EXISTING, PROVIDE BLOCKING ---REMOVE EXISTING WOOD AND METAL REMOVE EXISTING WOOD AND METAL AS NECESSARY NEW 60 MIL EPDM ROOF MEMBRANE FASCIA,AS NECESSARY FASCIA,AS NECESSARY CONTINUOUS 3/8"PLATE, PROVIDE OVER 3"MIN RIGID INSULATION LAP SEAL NEW ROOFING MEMBRANE LAP SEAL NEW ROOFING MEMBRANE HOLES IN PLATE FOR WOOD TAPERED TO NEW ROOF DRAIN \ TO EXISTING ROOF TO MAINTAIN A _ TO EXISTING ROOF TO MAINTAIN A BLOCKING ATTACHMENT WATER TIGHT SEAL AND AS ? WATER TIGHT SEAL AND AS NEW 60 MIL EPDM ROOF MEMBRANE EXPANSION JOINT, PROVIDE REQUIRED TO MAINTAIN ALL a REQUIRED TO MAINTAIN ALL OVER 3"MIN RIGID INSULATION BLOCKING AS NECESSARY FOR WARRANTIES,TYP. w WARRANTIES,TYP. TAPERED TO NEW ROOF DRAIN PROPER INSTALLATION <3X3X5/16 CENTERED <3X3X5/16 CENTERED BELOW TRACK BELOW TRACK 1 22 GA.TYPE B METAL ROOF 1 1/2"22 GA.TYPE B METAL ROOF HEIGHT OF EXISTING EXISTING ROOF CONSTRU TION EXISTING ROOF CONST CTION DECK(GALV.) DECK(GALV.) BUILDING TYP. TYP. T� O.S.: 112'-13/8" W 18 X 50 STRUCTURAL STEEL I I W 18 X 50 STRUCTURAL STEEL CUT EXISTING INSULATION TO -CUT EXISTING INSULATION TO ATTACH NEW METAL STUD BRACES ATTACH NEW METAL STUD BRACES � R %f•. 3"RAIN LEADER r ' TO EXISTING DECK, REATTACH TO EXISTING DECK, REATTACH • R W 18 X 35 STRUCTURAL STEEL INSULATION ( ? INSULATION I ` ��'� ",t <3X3X5/16 AT 4'-0"O.C. MAX MATCH CJ <3X3X5/16 AT 4'-0"O.C. MAX MATCH H W 18 X 35 STRUCTURAL STEEL PANEL POINT LOCATIONS ON(E) w PANEL POINT LOCATIONS ON(E) No a 6421 ` wosos ra, " JOISTS JOISTSa r 3/8"END PLATE 3/8"END PLATE 5/8"0 HILTI HY20 SCMEN 5/8"f�1 HILTI HY20 SC�EN ANCHOR(6"MIN. EMBEDED p ANCHOR(6"MIN. EMBEDED METAL STUD TIE OR CLIP(TYP) @ 2'-0"O.C.) O " @ 2 0 O.C.) O EIFS W/2"EPS ON AIR/VAPOR 3:BARRIER MECHANICALLY FASTENED NEW ACT CEILING ? NEW ACT CEILING EIFS W/2"EPS ON AIR/VAPOR TO 1/2"DENS GLASS ON 6°MTL STUDS F- a Premier BARRIER MECHANICALLY FASTENEDI ( AT 16"Q.C. w w TO 1/2"DENS GLASS ON 6"MTL STUDS U- AT 16"O.C. HSS 8 X 8 X 1/2"COL.TYPICAL OF 4 5/8"GWB, PAINTED ON 1 1/2"MTL 5/8"GWB, PAINTED ON 1 1/2"MTL Cape Cod LIGHT GA CLIP AT THIRD POINTSR 1-11 LIGHT GA CLIP AT THIRD POINTS STUDS @ 16"O.C. ( STUDS @ 16"O.C. W Service & Parts EIFS W/2"EPS ON AIR/VAPOR EIFS W/2"EPS ON AIR/VAPOR = BARRIER MECHANICALLY FASTENED BARRIER MECHANICALLY FASTENED v TO 1/2"DENS GLASS ON 4"MTL STUDS { TO 1/2"DENS GLASS ON 4"MTL STUDS i- 18 GA AT 16"O.C. I 18 GA AT 16"O.C. EIFS W/2"EPS ON AIR/VAPOR EIFS W/2"EPS ON AIR/VAPOR BARRIER MECHANICALLY FASTENED BARRIER MECHANICALLY FASTENED TO EXISTING EXTEFR.IOR WALL TO EXISTING EXTERIOR WALL HSS 8 X 8 X 1/2"COL.TYPICAL OF 4 ( EIFS W/2"EPS ON AIR/VAPOR BARRIER MECHANICALLY FASTENED TO EXISTING EXTERIOR WALL w EIFS W/2"EPS ON AIR/VAPOR I 460 YarmOUth ROaCI BARRIER MECHANICALLY FASTENED TO 1/2"DENS GLASS ON 4"MTL STUDS I EXISTING MASONRW WALL EXISTING MASONRY WALL Hyannis, MA 02601 AT 16"O.C. 0 iv LIGHT GA CLIP AT THIRD POINTS 1/2'"X 1"V'JOINT,TYP LIGHT GA CLIP AT THIRD POINTS EH"SQ. DOWNSPOUT PROJECT 2009-17 1/2"X 1''V'JOINT,TYP DRAWN SAC 2,-0„ I I J NEW FLOOR FINISH ON EXISTING D SCALE 3/4" = 1'-0" CONCRETE SLAB, SEE FINISH w DATE 10.30.09 3"SQ.DOWNSPOUT I ( SCHEDULE A3.1 1/2"X 1''V'JOINT,TYP 1/2"X 1"V JOINT,TYP CONCRETE WALKWAY-BROOMED FINISH NEW CONCRETE WALKWAY- PLANTER CURB BEYOND BROOMED FINISH 4"MIN REINFORCED W 6X6 W2.9 X NEW FLOOR FINISH ON EXISTING BITUMINOUS PAVING ( I W2.9 W.W.F. 4"MIN REINFORCED W 6X6 W2.9 X _ CONCRETE SLAB,SEE FINISH I '9 W.W.F. SCHEDULE A3.1 0 FLOOR ELEV 100'-0' FLOOR ELEV.: 100 I II I II_I II_I f ILllI�11�[jI--I I ILll1rl I II I�III I II 111I f =f fl l� I III I If�L�I II11=1 fl�I ELM I -�-� ��fI�II�l11�IT it I -II 11II�I�I I�HT t° z II-I�If�I��1�11-III�I��fl�l �II� �NT- J1 I-11-1 IJ=1 111�1- ° = I I-i I I�I-I I I I I I ISONE I- -I 11=11 . I-I 11I-1 I I_f I 11=1 I I�I I�I I-1 I H I EI 1=1 Ell I=1 I -If=1 11=1 I I-1 Il-1 I I-1 I I-f -I 11-1-11 H I i=11 I-1 I I-f_I I-f I l i �l l i �I I I III ffl 111 I I i i '11f11 �111� �111� �11, 8 'IIIIIIIIIIII Wall SectionsI 2#5's CONTINUOUS WRAP EIFS @ ALL EDGES,TYP WRAP EIFS @ ALL EDGES,TYP Wall Section South West Service Drive CanopyWall Section South West Wall A2m 1 i ROOF 3/4" CAP PLATE cL REQ'D AT ALL COLUMNS COLUMN CAP PL. M W 18 CANT. 3 SIDES-TYP. I W SHAPE BEAM S.0 SEE PLA EN O O zg HSS COLUMN NON-COMPOSITE BEAM ( I O O Lda W36,W33 9 ROWS ( o ziw W30 8 ROWS O I O W SHAPE BEAM W27 7 ROWS I I ( I O o � FILL COLUMN POCKET W 4 6 ROWS ( r o g (TYPIC L) SHRINK GROUTREGENT W21 5 ROWS W SHAPE BEAM O I I O W SHAPE BEAM I IO 1 0- W18 4 ROWSUj w st FLR. ELEVATION W16, W14, W1�--- 3 ROWS o o W12 BEAM-/ I I W SHAPE BEAM BASE PLATE ASSOCIATES, INC. W10, W8, W6- 2 ROWS ( ( M 1/4" LEVELING PLATE 4-STIFF. PLATES I I I SEE TYPICAL NON MOMENT O SEE TYPICAL NON MOMENT ON 3/4" MIN. GROUT NOTES I I (SAME THICKNESS I CONNECTION DETAIL CONNECTION DETAIL - / MINIMUM CONNECTION MOM. AS COL. BELOW) I I AS COLUMN I 4-1"0 ANCHOR BOLTS ARCHITECTS 1. 3/4"0 HSB A325 W/ STANDARD ( ( W SHAPE BEAMCN HOLES AND CLASS A CONDITION 3/4" CAP PLATE I ( 2'-0" LONG BENT 2'-4''x4" 24 LYMAN STREET 2.) TRIM CLIP ANGLES AS REQUIRED TUBULAR COLUMN NOTES NOTES HSS COLUMN TO KEEP CLIP FROM OVERHANGING NOTES 1.} s--DESIGNATION ON PLAN INDICATES 1. • DESIGNATION ON PLAN INDICATES w 4 WESTBOROUGH, MA 01581 EDGE OF TUBE ON SMALLER COLUMNS. MOMENT CONNECTION. ) MOMENT CONNECTION. U- Z TOP OF PIER (SEE FOUNDATION DWG'S.) 1.) •--DESIGNATION ON PLAN INDICATES 2.) REMOVE ALL BACKER RODS AND ADD O _, FOR ELEVATIONS, SEE PLAN TYPICAL MINIMUM BOLTS R EQ � D . FOR MOMENT CONNECTION. ONE ADDTIONAL PASS OF WELD. (NIP.) 2 )ONEMOVE ALL ADDTIONALBACKER PASS OFODS AND ADD WELD. (TYP ) o w TEL 508.870.0005 f". J NON — MOMENT CONN . BEAM TO COLUMN TYPICAL MOMENT CONNECTION DETAIL TYPICAL MOMENT CONNECTION DETAIL TYPICAL MOMENT CONNECTION DETAIL TYPICAL COLUMN DETAIL FAX 508.870.0026 OR BEAM TO BEAM CONNECTIONS DETAIL @ CANTILEVER BEAMS AT HSS COLUMN ( BEAM TO BEAM ) SCALE: 1/2"=1 '-0" SCALE: 1" = 1'-0" SCALE 3/4"=1'-0" SCALE 3/4"=1'-0" SCALE 3/4"=1'-0" EXISTING WALL NEW 2 LAYER OF 3/4"T&G CDX 10 GA WOVEN WIRE FABRIC,2X2 PLYWOOD ON 1 112"20 GA B-LOK SQUARE PATTERN COMPOSITE DECK(GALV)-STAGGER JOINTS: 1 1/2"O.D.STEEL PIPE RAIL, PTD I 1 1/2"O.D.STEEL PIPE RAIL,PTD I ®. 6421 i 1 NEW LAYER OF 3/4"T&G CDX I PLYWOOD ON EXISTING FLOOR I I CONSTRUCTION-STAGGER JOINTS.- i 0 1 c� I 1 I n, it 1 � I I I I 1 Premier ---- -- — - - -- _- _- - Cape Cod Service & Parts D- a . D. 1 1/2"CONC FILLED MTL PAN STAIRS EXISTING 16"JOIST END OF NEW PAINTED CMU WALL _ 460 Yarmouth Road NEW W8 a:18 SEE STRUCTURAL Hyannis, MA 02601 PROVIDE STL TUBE LANDING SUPPORT STRUTS AND/OR STL SHELF ANGLE LANDING SUPPORTS,WHERE p 1 1/2"CONC FILLED MTL PAN STAIRS STL SHELF ANGLE SUPPORTS ARE'TO PROJECT BE USED THE G.C.SHALL FILL Zv 2009-17 EXISTING CMU CELLS W/GROUT TO 2 HOUR RATED SHAFTWALL CEILING THE EXTENT RECOMMENDED BY THE ASSEMBLY DRAWN SAC STAIR MANUFACTURE. p p 1'-11" SCALE 3/41' - 1'-0" NEW PAINTED CMU WALL 1 1/2"O.D.STEEL PIPE RAIL,PTD DATE 10.30.09 p p p b 0 1 M b EXISTING FOUNDATION WALL Stair Sections And Framing Details Wall Section North West Windows Wall Section North West Windows 2 3/4"= 1'-0" A2m2 i I i I I I --------------- G G 000 000 E IE K 17 FLUIDS - Ceiling Notes: REGENT LO STORAGE [IF F • NEW ACOUSTICAL CEILING TILE AND GRID ASSOCIATES, INC. SYSTEM SHALL MATCH EXISTING. K • ALL EXTERIOR LIGHTS TO BE ON TIMECLOCK EXISTING TO REMAIN • EXISTING CEILING AND LIGHTING TO REMAIN AS INDICATED. ARCHITECTS E F (ETR) • INFILL CEILING TILE AND GRID AS REQUIRED 2 4 L Y M A N STREET WHEN EXISTING PARTITIONS ARE REMOVED ZNEW 2 HOUR FIRE TRIM CEILING TILE AND GRID AS REQUIRED WESTBOROUGH, MA 01581 RATED SHAFTWALL • ASSEMBLY CEILING _ AT NEW PARTITIONS O • REPLACE ANY DAMAGED OR SOILED CEILING �t TILE AS NECESSARY [IF 6 F • NEW LIGHTING FIXTURES LOCATED IN TEL 508.870.0005 EXISTING CEILING TILE SHALL BE LOCATED IN THE CENTER OF TILE. FAX 508.870.0026 7 Lighting Fixture Schedule: A. NOT USED EXISTING TO REMAIN (ETR) 15 B. 2'X 4'RECESSED PARABOLIC METALUX PARTS 16 O 2RD1-232-RP-UNV-EB81 STORAGE d C. NOT USED OF SERVICE � [IF 18 PARTS 5 D. RECESSED HIGHHAT WITH SILVER STORAGE EXISTING TO REMAIN REFLECTOR, PORTFOLIO C7242-E-7350LI (ETR) E. NOT USED F. METALUX 15454T5GTBWUNVEBT1 WITH F54T5 HO G. FAILSAFE EFR12100MHMT-COLOR-EM 03 ETR BU D -' H. NOT USED 02 CT [IF 4 F I. NOT USED PLAY ETR J. METALUX VT3-2-54T5-DR-UNV-EBT1-WL-U � '��� D ;y p 'C" WITH 54W T5 HO �y x K. METALUX 8M3232UN VHB81 DL 4-FO 32T8 No. 6421' � WORCESTER. •�� EXISTING TO REMAIN L. PORTFOLIO C7242-E-7350L1 2 42W PL (ETR) CASHIE 14 ETR - O 01 RETAI P TS PARTS [IF3 F TABLE OF AREAS CUSTOMER D J MANAGER SALES SERVICE TOTAL LOUNGE I TECH I I SERVICE 3,331 sq.ft. 8,635 sq.ft. 11,966 sq.ft. EXISTING TO REMAIN - HALL w SALES 2,691 sq.ft. N/A 2,691 sq.ft. (ETR) E " 1 �� 1 1� 1 1� 1 1� ' 11 G J J 4-0 6- 16-0 6-0 16-0 s-© 4-0 Premier PARTS N/A 3,374 sq.ft. 3,374 sq.ft.12'-0" - ADMIN 1,216 sq.ft. N/A 1,216 sq.ft. Cape Cod M N CD 2 []F W.T.C. 799 sq.ft. 1,007 sq.ft. 1,806 sq.ft. Service & Parts B J TOTAL 8,037 sq.ft. 13,016 sq.ft. 21,053 sq.ft. 19 STORAGE W.T.C.=WALLS,TOILET ROOMS, &CIRCULATION EXISTING TO REMAIN E H (ETR) B J 0 R Tx ELJ 05 JLI INCH J J SERVICE RECEPTION 07 ETR 20 1H 1 []F 460 Yarmouth Road SERVICE MGR TELJDATa _ P Hyannis, MA 02601 / DISPATCH E CONTROL ALL SERVICE AREA G LIGHT FIXTURES FROM ELECTRICAL PROJECT 2009-17 : PANEL DRAWN SAC SCALE 1/8" = 1'-0" DATE 10.30.09 .REVEAL, GYF� , A., ^ -,SERVICE RIRLVE . . p : . • 0: l Reflected Ceiling Plan Basement Reflected Ceiling Plan First Floor Reflected Ceiling Plan I I 1/8"= V-0" 1/8"= V-0" A3n 1 I I I I I i I — — F— -- — CORIAN COUNTERTOP, EDGE_ CORIAN COUNTERTOP AND o CORIAN COUNTERTOP, EDGE — ( REFRIGERATOR AND BACKSPLASH iv EDGE SAVANNAH(F) N N AND BACKSPLASH (NIC) SAVANNAH(F) SAVANNAH(F) 7'-8 1/4" 5'-1 1/8" T-2" 1 1/2" VERIFY IN FEILD VERIFY IN FEILD VERIFY IN FEILD PLAN PLAN PLAN ADJUSTABLE SHELVES INSIDE 1 ADJUSTABLE SHELVES INSIDE REGENT MAPLE FRONTS 2-2 �! _ ASSOCIATES' INC. 8" — — � --I C C -- 2 Lz `V PLAM END PANELS CORIAN COUNTERTOP, EDGE ��5 3� I I CORIAN COUNTERTOP, EDGE ARCHITECTS ® J AND BACKSPLASH _ _ _ _ _ _ _ AND BACKSPLASH Z�-7-] SAVANNAH(F) REFRIGERATOR ' SAVANNAH(F) 24 L Y M A N STREET FABRIC COVERED 3/8"HOMOSOTE (NIC) RONTS -1 MAPLE F -1 i BACK P ( CO K PANEL ATTACH WITH HEAVY o WESTBOR OUGH MA 01581 WIRE PULLS _ WIRE PULLS DUTY VELCRO FOR FUTURE - M N REPLACEMENT) - CO IAN AVANNAH() SAVANNAH F '--CORIAN a- l? sl O t° MAPLE FRONTS _ _ _ _ I ( PL LAM FRONTS _ _ TEL 508.870.0005 N _ CORIAN COUNTERTOP AND _ � PIS PL, _ FAX 508.870.0026 REFRERRCOUNTETRR = 9 ` EDGE SAVANNAH(F) -� N ` ( O NDATA_ M O — D AND POWER iv NADJUSTABLE SHELF INSIDE RECEPTACLESL I I ADJUSTABLE SHELF INSIDE CARPET BASE 1 CARPET BASE VINYL BASE ELEVATION SECTION ELEVATION SECTION 1 Casework Details CW-01 - Cafe' Casework Details CW-02 - 03 Business Center Casework Details CW-08 - 12 Tech Lunch 1/2"= 1'-0, 2 1/2"= 1'-0" 3 1/2"= 1'-0" V-111/2" 1'-01, 1'-0" 2'-0" CORAIN COUNTERTOP AND N EDGES SAVANNAH(F) PLAM r PLAM LEAVE OPEN THRU FOR CABINETRY NOTES: N _ PLAM t° PLAM WIREWAY ALL EXPOSED SURFACES TO HAVE PLASTIC LAMINATE FINISH, UNLESS NOTED ��,F PLAM in PLAM Cn OTHERWISE.CABINET INTERIORS SHALL BE GRAY MELAMINE. �� iv CORIAN COUNTERTOP AND 16 GAGE STAINLESS STEEL is r /2" _ to ALL PLASTIC LAMINATE COUNTERS TO HAVE PLASTIC LAMINATE BACKERS. EDGE SAVANNAH(F) TOP AND EDGES N 2"DIAM BLACK GROMIMETS- 4 o FIELD LOCATE AS DIRECTED PROVIDE FINISHED END PANELS AND TOPS WHERE VISIBLE. M " P M PLAM BY OWNER PLAM `'' _ PROVIDE 4"POLISHED CHROME WIRE PULLS, UNLESS NOTED OTHERWISE,ON ALL DRAWERS AND CABINET DOORS,AS SHOWN. CENTER PULLS ON DOOR AND PENCIL DRAWER DRAWER PANELS,ORIENTED HORIZONTALLY,AS SHOWN. 6'-5 7!8" T-4 1/4" 4 VINYL BASE VERIFY IN FEILD VERIFY IN FEILD FULL EXTENSION SLIIDES ON ALL DRAWERS SHALL HAVE HEAVY DUTY SLIDE MECHANISMS. PLAN SECTION A ALL DRAWERS SECTION B ALL DRAWERS TO HAVE 5/8"(MIN.)THICK SIDES AND 3/8"THICK(MIN.)BOTTOMS.ALL CABINET DOORS TO BE FULL OVERLAY AND HAVE BLUM INSERTA 110 SERIES P re m i e r A B rlc,4� C B A HINGES. USE 1700 HINGES ON INSIDE CORNERS. 4/A4.1 4/A4.1 4/A4.1 4/A4.1 16 GAGE STAINLESS STEEL 4/A4.1 4/A4.1 Cape Cod TOP AND EDGES PROVIDE PLASTIC GROMMETS AS NECESSARY TO ALLOW CONCEALMENT OF QQ PLASTIC LAMINATE PLASTIC LAMINATE WIRES FROM OWNERS' EQUIPMENT. COORDINATE LOCATIONS WITH THE OWNER. Service & Parts ADJUSTABLE SHELVES,TYP. 16 GAGE STAINLESS STEEL 2'-6" PENCIL DRAWER TOP AND EDGES v 16 GAGE STAINLESS STEEL SHELVING SPANNING MORE THAN 24"SHALL HAVE SOLID WOOD FRONT EDGES, CO IAN COUNTERTOP AND 16 GAGE STAINLESSPLASTIC LAMINATE •- TOP AND EDGES SIZED APPROPRIATELY. EDGE SAVANNAH(F) TOP AND EDGES PENCIL DRAWER 3"WIRE PULLS,TYP ' GENERAL CONTRACTOR SHALL PROVIDE SOLID WOOD BLOCKING IN WALLS FOR `l' �° PROPER FASTENING OF CASEWORK. BLOCKING SHALL BE SIZED AND LOCATED 1„ BY THE CASEWORK SUBCONTRACTOR. 3"WIRE PULLS FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. P LAM _ v PLASTIC LAMINATE PENCIL D ER M c ti PLAM PLAM ti cn ADJUSTABLE SHELVES,TYP PLASTIC LAMINATE COLORS WILL BE SELECTED BY THE ARCHITECT FROM ANY p PLAM CO) _ PLA _ cn ch PLAM MANUFACTURER'S FULL LINE OF STANDARD COLORS. 460 Yarmouth Road ALL INTERIOR SURFACES TO Hyannis, MA 02601 BE GRAY MELAMINE,TYPICAL REFER TO OTHER ARCHITECTURAL DRAWINGS FOR EXTENTS AND Y CONFIGURATIONS OF PLASTIC LAMINATE WINDOW STOOLS. 4" INYL BASE 4"VINYL BASE 4"VINYL BASE 4"VINYL BAS 4"VINYL BASE ALL CABINETRY TO BE AWI PREMIUM GRADE CONSTRUCTION 4 EQUAL 1'-8" ELEVATION 1"THK PLAM WIDER,TYP. ELEVATION SECTION C PROJECT 2009-17 DRAWN SAC 4 Casework Details CW 03 - 04 Cashier / Retail Parts - CW-04 - 10 Tech Hall SCALE AS NOTED 1/2 - 11-011DATE 10.30.09 Casework 1, CT-8 CERAMIC TILE- ALIGN JOINTS W/ CT-8 CERAMIC CT-8 CERAMIC TILE- CT-9 CERAMIC TILE- CT-9 CERAMIC TILE- JOINTS IN FLOOR \\ TILE-ALIGN ALIGN JOINTS W/ ALIGN JOINTS W/ ALIGN JOINTS W/ _ / JOINTS W/JOINTS JOINTS IN FLOOR JOINTS IN FLOOR JOINTS IN FLOOR / 1/4"PLATE MIRROR IN FLOOR SET IN FLUSH W/TILE \\ H.M.TOILET 1/4"MIRROR IN S.S. / / \ H.M.TOILET NO TILE BEHIND} �� 1. PARTITIONS,TYP. CHANNEL FRAME / / ( j� �� / PARTITIONS,TYP. II I / CT-9 - - CT-9 CT-8 CT-8 4 I I f r T SCHLUTER-DILEX-TKW-COVE SCHLUTER-DILEX-TKW-COVE SCHLUTER-DILEX-TKW-COVE SCHLUTER-DILEX-TKW _ COVE BASE BASE 1'-6" BASEI I I I BASE �a� COVE BASE j 'U' COVE BASE ��'`� �d� k m n p ASSOCIATES, INC. Interior Toilet Room Elevation 03 Women Interior Toilet Room Elevation 11 Tech Toilet 1/4"= V-0" 1/4"= V-0" ARCHITECTS 6-3 1/2" 9'-2 1/4 3'-0" 4'_0" CT-8 CERAMIC TILE- ALIGN JOINTS W/ �� " CERAMIC TILE- 2 4 L Y M A N STREET JOINTS IN FLOOR 1/4 PLATE MIRROR ALIGN JOINTS W/ SET IN FLUSH W/TILE JOINTS IN FLOOR / 3/8"TEMPERED GLASS 3/8 TEMPERED GLASS WESTBOROUGH, MA 01581 (NO TILE BEHIND) IN PAINTED HM FRAME IN PAINTED HM FRAME CT-9 CT-9 " CT-9 N 1/4"BUTT JOINT N N N < TE L 508.870.0005 � FAX 508.870.0026/ _ - ANODIC ALUMINUM MALL CLIP,TYP.AT _ 0 O / 'c� 1 I; co d. FULL HEIGHT GLASS---' / i SCHLUTER-DILEX-TKW- 1711�_6" ' ' SCHLUTER-DILEX-TKW-COVE ' , HM-01 HM-02 HM-03 HM-04 �e� COVE BASE f j BASE02 PLAY 02 PLAY 14 PART MANAGER 14 PARTS MANAGER Interior Toilet Room Elevation c@ 04 Men Interior Glazing Elevation 1/4"= 1'-0" 1/4"= 1'-0" NOTE: ALUMINUM FRAMES MAYBE SUBSTITUTED FOR HOLLOW METAL FRAMES 1 2 NEW PREFORMED MTL ROOF 1 PREFORMED MTL ROOF A2.1 A2.1 EDGE FASCIA ALIGN W/HEIGHTRq®. 6421 � � N W ACOUSTIC CEILING TILE p WORCESTER, r EDGE FASCIA OF HIGH ROOF MASS. a FALSHING AND EXPANSION JOINT EIFS, BENJAMIN MOORE 1612 PELICAN GRAY, MIRROR(NO TILE BEHIND) SAND FINISH a EIFS, BENJAMIN MOORE 1612 PELICAN GRAY, L-Ui SAND FINISH 1/2"X 1"'V'JOINT / CORIAN COUNTERTOP, Premier CONTINUOUS,TYP. ��0 C� 1/2 X 1 v JOINT EDGES AND BACKSPLASH a CONTINUOUS,TYP. SAVANNAH(F) 2'-1° Cape Cod LU FIRST FLOOR _ _ FIRST FLOOR rh ELEV.:1LEV.:100'-0" ELEV.:100'-0" Service Parts (ASSUMED). (ASSUMED). - — — ti UNDERMOUNT SINK " REMOVABLE PL.LAM SKIRT M South West Elevation - Service Building TO CONCEAL PIPING, PER cV 1/8"= 1'-0" MAAB/ADA _ 6" NEW PREFORMED MTL ROOF '"� 460 Yarmouth Road EDGE FASCIA ALIGN W/HEIGHT OF HIGH ROOF Hyannis, MA 02601 PAINT EXISTING MTL ROOF EDGE TO MATCH EIFS-BENJAMIN MOORE EXPANSION JOINT 1612 PELICAN GRAY Section Detail CW-5 & CW-6 1/2"= 1'-0" EIFS, BENJAMIN MOORE EIFS, BENJAMIN MOORE PROJECT 2009-17 1612 PELICAN GRAY, SANDPELICAN GRAY, SAND FINISH DRAWN SAC SAND FINISH �ALIGN EXSITING FACSIA _ _ _ M _ _ ALIGN EXISTING FASCIA� SCALE 1/8" = 1'-0" % W/NEW CANOPY FASCIA a W/NEW CANOPY FASCIA.t/ SERVICE DATE 10.30.09 NEW PREFORMED MT 0 ROOF EDGE FASCIA W 1/2"X 1"'V'JOINT LU CONTINUOUS,TYP. 1/2"X 1"'V'JOINT C CONTINUOUS,TYP. W �_FIRST FLOOR MJ ELEV.:100'-0" FIRST FLOOf. (ASSUMED). (ASSUMED). ALIGN JOINT AT WINDOW SILL AND HEAD North West Elevation - Service Building 1/8"= 1'-0" Exterior and GENERAL NOTE: Interior • ALL EXISTING EXTERIOR CMU WALL, HM DOORS AND DOOR FRAMES TO BE PAINTED-MATCH EIFS BENJAMIN MOORE 1612 PELICAN GRAY Building • PAINT ALL EXISTING CONDUIT, DOWNSPOUTS, ETC.ON Elevations EXTERIOR OF BUILDING TO MATCH BENJAMIN MOORE 1612 PELICAN GRAY • ALL EXISTING EXTERIOR GLAZING TO REMAIN A501 A B C C1 DOOR SCHEDULE NOT USED 24"X24"1,4" NOTES: FINISH SCHEDULE PLATE GLASS • ALL GROUT IS BY LATICRETE SPECTRA DOOR FRAME HARDWARE LOCK UNLESS OTHERWISE NOTED. FLOORS GROUT • CBS =CUSTOM BUILDING PRODUCTS 1/4"THK.SOLID HOLLOW METAL HOLLOW METAL CT-1 DALTILE MARBLE COLOR: M722-CREMA MARFIL- 12 X 12 TBD 3 • ALL FINISHES ARE SUBJECT TO CHANIGE Ur z CORE,MAPLE DOOR,PAINTED DOOR,PAINTED CT-2 NOT USED w 0CT-3 NOT USED D) n. w o ~ U L) I z -� w w CT-4 NOT USED Cn< — � � U CT-5 NOT USED w w = w O ~ w a 0- 0 (D w m Door Elevations CT-6 NOT USED w U cn w U) Y a C� a = > Q u7 U „_ ,_ ., _ z 0 U) Uj Q � � _ U Y w 1/4 - 1 0 CT-7 NOT USED X CC o O O = �u U g = � a a p z O CT-8 DALTILE-DIAMATE SERIES-BIANCO P032 TBD M w w w v I- Y a. � a 0 a z NOTE:S OG nw_l °° Q U -� _ C� o_ a cn m c9 • PROVIDE DOOR STOPS AT EACH DOOR. USE DOME TYPE FLOOR STOP CT-9 DALTILE- DIAMATE SERIES-GRIGIO P021 TBD p CO :� U U I— cn Y n. o_ a -� a WHEREVER POSSIBLE. WHERE FLOOR MOUNTED STOPS ARE NOT CPT CARPET-TBD 01 36 X 84 B HM CL, LS APPROPRIATE, PROVIDE WALL MOUNTED. HOLLOW DOME BUMPERS, VCT VINYL COMPOSITE TILE-TBD 06a 36 X 84 B HM CL, PRS WOMEN W/HCP WITH SOLID WOOD BLOCKING IN THE WALL. ETR EXISTING TO REMAIN • HARDWARE FINISH SHALL BE SATIN CHROME. REGENT 06b 36 X 84 B HM CL, PRS MEN W/HCP . REVIEW KEYING REQUIREMENTS THOROUGHLY WITH THE OWNER WALLS 10 36 X 84 B HM CL, LS PRIOR TO ORDERING FINSH HARDWARE. P-11 PAINT-SHERWIN WILLIAMS SW7004-SNOWBOUND ASSOCIATES INC. 11 36 X 84 C HM CL, P\P, KP • ALL DOOR TO BE PAINED SHALL RECEIVE ONE COAT OF PRIMER AND 12 36 X 84 C1 HM CL, P\P, KP TWO COATS OF SEMIGLOSS PAINT. SAND ALL SURFACES AND EDGES P-2 PAINT-SHERWIN WILLIAMS SW7016-MINDFUL GRAY- LOW 4'-0" 13 36 X 84 C HM CL, P\P, KP WELL BETWEEN COATS. P-3 PAINT-SHERWIN WILLIAMS SW7014-EIDERWHITE ARCHITECTS 16 36 X 84 C1 HM CL, LS, KP • PROVIDE SOLID WOOD BLOCKING AROUND ALL DOORS. CT-8 DALTILE - DIAMATE SERIES- BIANCO P032 TBD 18 36 X 84 C B HM • CL, LS, KP, TH CT-9 DALTILE- DIAMATE SERIES-GRIGIO P021 TBD 24 L Y M A N STREET 19 36 X 84 C HM CL. LS CEILING WESTBOROUGH, MA 01581 ACT. ARMSTRONG 589-CIRRUS 24 X 24 ACOUSTICAL CEILING TILE IN 9/16'GRID WHITE GWB GYPSUM WALLBOARD-2 HOURS SHAFTWALL ASSEMBLY TEL 508.870.0005 ET'R EXISTING TO REMAIN ooa T0:00 _ _ BASE FAX 508.870.0026 Ex CB CARPET BASE TBD VB VINYL BASE TBD 17 CT-1 DALTILE MARBLE COLOR: M722-CREMA MARFIL TBD FLUIDS FLOOR:ETR ( I CT-8 DALTILE - DIAMATE SERIES-BIANCO P032 TBD WALL:P-1 STORAGE CEILING:GWB-2 HOURS CT-9 DALTILE- DIAMATE SERIES-GRIGIO P021 TBD BASE:NONE ETR EXISTING TO REMAIN r LEX t. PLANTER 6 (� FLOOR:WD � WALL:P-1 CEILING:ETR / 7 BASEMB fl®. 6421y WURCESTER, ' 15 FLOOR:CPT FLOOR:CPT PA WALL:P-1 WALL:P-1 16 ' FLOOR:ETR CEILING:ETR CEILING:ETR ST G SERVICE 18 WALL:P-1 BASE:CB BASE:CB 5 PARTS CEILING:ETR ST E BASE:ETR / g ramp up Premier FLOOR:CPT s 03 02 Cape Cod WALIL:P-1 coil BUS CEIL,ING:ACT02 Service & Parts BASE:CB PLAY CTR 4 HM-01 dOl H -04 m FLOOR:VCT WALL:P-1 CASH IER/ 14 CEIL,ING:ACT I RETAIL P TS B FLOOR:VCT BASEMB 01 C � PARTS WAILL:P-1 3 460 Yarmouth Road CUSTOMER C'"°4 MANAGER CEIILING:ETR Hyannis, MA 02601 LOUNGE U lu BASEMB TECH 10 FLOOR:ETR Ex HALL WALL:P-1 FLOOR:VCT CEILING:ETR WALL:P-1 d10 d16 PROJECT 2009-17 BASE:ETR CEIL.ING:ACT I DRAWN SAC BASEMB I SCALE AS NOTED 2 DATE 10.22.09 9 I ' ORA FLOOR:CT-8 1 WALL:P-1 CEILING:ACT 12 BASE14 CT-8 I TECH LOCKE FLOOR:CT-8 Al o LUNCH F— WALL:P-1 CEILING:ETR D 20 BASE:CT-1 I 07 1 TEUDATA FLOOR:VCT SERVI E GR WALL:P-1 Ex / DISP C EX Ex CEILING:ETR — BASE:VB ._ Service Building o o g FLOOR:ETR FLOOR:CT�-9 FLOOR:VCT FLOOR:VCT FLOOR:ETR Door and Finish WALL:P-1 WALL:CT-8,CT-9 WALL:P-1 WALL:P-1 WALL:ETR CEILING:ETR I I CEILING:A(CT CEILING:ACT CEILING:ACT CEILING:ETR BASE:ETR BASE:CT-9 BASEMB BASEMB BASE:ETR Schedules I PLANTER FLooR:cT-8 18 ( WALL:CT-8,CT-9 SERVICE CEILING:AICT DRIVE BASE:CT-83 FLOOR:CT-8 WALL:CT-8, CT-9 CEILINGACT U BASE:CT-8 A6m CUT AND REMOVE EXISTING WOOD FLOOR AND STEEL JOIST AS REQUIRED FOR EXISTING 3 GENERAL NOTES FOUNDATION STEEL LINTEL: NEW FLOOR INSTALLATION S1.1 2 LAYERS OF 3/4"T&G CDX WALL PLYWOOD ON 1 1/2"20GA.TYPE 1 -STEEL LINTELS AT ALL MASONRY OPENINGS, DOORS,WINDOWS, RECESSES, DUCTS,VENTS, ETC. -COORD. EXTENT W/ARCH. (FURNISHED UNDER MISCELLANEOUS METALS SHALL BE AS FOLLOWS FOR EACH 4"OF MASONRY 1. ENGINEER SHALL BE NOTIFIED IF DETAILS NEED TO BE ADJUSTED DUE TO FIELD CONDITIONS. O *22'-0" *22'-0" B METAL ROOF DECK(GALV.), THICKNESS) *17--0" .FIN. FL. ELEV. = 100'-0"(MATCH SPAN LINTEL 2. THE FOLLOWING MINIMUM LOADS WERE USED IN THE DESIGN OF THE STRUCTURE ACCORDING TO (COORD.W/ARCH.) EXISTING) 0'-0"TO 4'-6.. ................... 2-L 3 1/2"x 3 1/2"x 5/16" THE MASSACHUSETTS STATE BUILDING CODE 7th EDITION: EXISTING _______________ ROOF LIVE LOAD -GROUND SNOW LOAD=35 PSF 2-BEARING OF LINTELS ON WALL TO BE 8"IMINIMUM. ANGLE TO BE I (E) 16" STEEL JOIST i -FIRST FLOOR LIVE LOAD- 125 PSF REMOVED i___ _(E) 16" STEEL JOIST L 3-ALL EXTERIOR ANGLE LINTELS AND ALL BEAMS WITH PL. LINTELS TO BE HOT DIPPED GALVANIZED. -WIND SPEED: 120 MPH • O U I- (E) 16" TEEL J T i EXISTING U 3. REINFORCED CONCRETE SHALL CONFORM TO THE ACI SPECIFICATION 318-LATEST EDITION. ---- - -- ---- --------I ANGLE TO BE O Q I I Q °t-° w °r° °r° °r° °r° 4 4. MINIMUM CONCRETE STRENGTH AT 28 DAYS-PC=3000 PSI (FOOTINGS AND PIERS) REMOVED x x x x x x , �_ _ r F C=4000 PSI (ALL FLOOR SLABS). I- E) 16' _ L_JOISTI oo ao ao w w oo ao S1.1 k 3 3 3 5. REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM SPECIFICATION A 615 >_ o 0 I----LU (E) 1 ' STEEL OIST i m 0 U- > p ------ ------- GRADE 60.--- -- U 1 `� ° v I � i � MINIMUM REINFORCING STEEL w i -_) 16_ STEEL-JOTS-- _ I EXISTING 6. REINFORCING STEEL FABRICATION SHALL BE IN ACCORDANCE WITH THE CRSI CODE OF STANDARD O W --- O I w m FOUNDATION SPLICE LENGTHS SCHEDULE m � E� 16_ STEEL_JOIST I Z -- - -- -----635 ------------ WALL (TYP.) PRACTICE. 7. REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR CONCRETE COVER UNLESS OTHERWISE REGENT p (E) 16" STEEL JOIST BEAM POCKET(SEE TYPICAL SPLICE LENGTH NOTED: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH-3 IN. w E 16" STEEL JOIST op o E 16" STEEL JOIST DETAIL)-TYP. EACH SIDE (INCHES) FORMED CONCRETE SURFACES IN CONTACT WITH SOIL,WATER-2 IN. Cn Z BAR SIZE ASSOCIATES INC. Q (E) WOOD FLOOR w i S1.1 CLASS B Cn w (E) 16" STEEL JOIST ON STEEL J011 ST, U_ (E) 16 STEEL JOIST 3/4 T&G CDX PLYWOOD ON (BARS OTHER THAN TOP BARS 8. SPLICED BARS SHALL BE AS PER SPLICE LENGTH SCHEDULE UNLESS OTHERWISE NOTED. O FIN. FL. (E)WOOD FLOOR ON STEEL TOP BARS) p JOIST, FIN. FL. FL.=100'-0" 9. NO MATERIAL SHALL BE FABRICATED UNTIL SHOP DRAWINGS ARE SUBMITTED AND APPROVED BY ARCHITECTS L (E) 16" STEEL JOIST FL.=100'-0" (E) 16" STEEL JOIST #3 19 25 THE ENGINEER. (ASSUMED) (ASSUMED) (E) 16" STEEL JOIST (E) 16" STEEL JOIST #4 25 33 10.NO PERMISSION WILL BE GRANTED FOR ANY STRUCTURAL DRAWINGS TO BE REPRODUCED FOR USE 24 L Y M A N STREET AS SHOP DRAWINGS. SHOP DRAWINGS ARE REQUIRED FOR REINFORCING STEEL AND STRUCTURAL STEEL. SUBMITTALS ARE REQUIRED FOR ALL MATERIALS ON STRUCTURAL PLANS. WESTBOROUGH, MA 01581 #5 31 40 NOTES : NOTES : 11.CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING AND SUPPORT DURING CONSTRUCTION. 1.) (E) INDICATES EXISTING, OTHERWISE NEW. 1.) (E)INDICATES EXISTING, OTHERWISE NEW. #6 37 48 2.) CONTRACTOR TO VERIFY ALL ELEVATIONS AND ALL 2.) CONTRACTOR TO VERIFY ALL ELEVATIONS AND ALL 12 GROUT SHALL BE FIVE STAR EPDXY GROUT BY U.S.GROUT CORP., OR EQUAL. TEL 508.870.0005 DIMENSIONS WHERE REQUIRED FOR DIMENSIONS WHERE REQUIRED FOR #7 54 70 13.DRILLED-IN ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. CONSTRUCTION. CONSTRUCTION. FAX 508.870.0026 3.) * INDICATES DIMENSIONS MUST BE FIELD VERIFIED 3.) * INDICATES DIMENSIONS MUST BE FIELD VERIFIED 14.PROVIDE 1 FOOT MINIMUM COMPACTED STRUCTURAL FILL BELOW ALL SLABS AND FOOTING. PRIOR TO FABRICATION AND CONSTRUCTION. PRIOR TO FABRICATION AND CONSTRUCTION. #8 62 81 ALL UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH COMPACTED STRUCTURAL FILL. PARTIAL FIRST FLOOR DEMOLITION PLAN PARTIAL FIRST FLOOR FRAMING PLAN 15.SOIL BEARING PRESSURE=3,00o PSF(ASSUMED). #9 70 91 _ _ 16. STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM REQUIREMENTS.A992 GRADE 50 Fy=50KS1 FOR SCALE:�e 1-0 SCALE: a 1-0 W-SHAPES,ASTM A500 Fy=46ksi FOR TUBE SHAPES.A36 Fy=36KS1 FOR PLATES,ANGLES, ETC. #10 79 103 17. ALL WELDING(IN SHOP& FIELD)TO BE COMPLETED BY AN A.W.S.CERTIFIED WELDER. NOTES : 18. ALL WELDING TO BE IN ACCORDANCE WITH AWS CODES. IF MINIMUM WELD SIZE IS NOT SHOWN, WELD SIZE SHALL BE IN ACCORDANCE WITH THE SPECIFICATION OF THE NINTH EDITION OF AISC. 1. IF THE CLEAR SPACING BETWEEN THE REBARS IS LESS THAN RAILING AND POST THREE BAR DIAMETERS OR IF THE COVER IS LESS THAN TWO BAR 19. UNLESS OTHERWISE NOTED,ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT OF TNEMEC (COORD.W/ARCH.) DIAMETERS, INCREASE THE SPLICE LENGTH BY AN ADDITIONAL 50% 99G METAL PRIMER OR EQUAL. COLOR TO BE GREY. 20. FLOOR METAL DECK TO BE TYPE"B", 20 GAGE, 1 1/2" DEEP HOT DIPPED GALVANIZED. 21. ROOF METAL DECK TO BE TYPE"B",22 GAGE, 1 1/2" DEEP HOT DIPPED GALVANIZED. 3/8"CONT. BENT PLATE 2-3/4"0 HILTI HIT HY 150 MAX ADHESIVE ANCHOR 22.CMU SHALL HAVE MINIMUM ALLOWABLE STRESS OF F'm = 1500 PSI. 3/4"0 HILTI HIT HY 150 MAX ADHESIVE ANCHOR OR EQUAL.-9"MIN. EMBED.)- 1 EACH SIDE 23.CMU SUPPLIER SHALL SUBMIT ALL PERTINENT CMU PRODUCT AND DESIGN DATA AND SHALL CERTIFY CMU OR EQUAL.-6"MIN. EMBED.)@ RAILING POST LOCATIONS 4'-0"MAX.) COMPLIANCE WITH ASTM C 90. ( ) EXISTING CUT EXISTING 2 LAYERS OF 3/4" PLYWOOD f s�CF OF fr WOOD FLOOR AS 2 LAYERS OF 3/4" PLYWOOD MASONRY( WALL /�j% i: 1 Yz" METAL DECK 2- JOy^•S REQ'D FOR NEW 1 Yz METAL DECK SLAB INSTALLATION s r�uc ,�� FIN. FL. EL. SAME SPACING AND 3/4"T&G CDX 2 LAYERS OF 3/4 PLYWOOD FIN. FL. EL. _ - 100-0 MATCH (SEE SECTIONS > , _-_ -_ TOP OF WALL CONDITION ,z ' -��---- QUANTITY AS VERT. ) � PLYWOOD ON = 100'-0"MATCH EXISTING 2-#4 REINFORCEMENT T: EXISTING OPEN STD. DUROWALL EXISTING WOOD 1 Yz"METAL DECK � ; �'� , / � 2-#4 @ I �. p FLOOR T.O.S. EL. % T O.S. EL.___ f 1 "O.C. (TYPICAL EXIST. FL. EL. FIN. FL. E_L. I �_ _99._911 ________ =99'-9" ALL WALLS) Y= 100'-0" = 100'-0" MATCH W8 BEAM BOND BEAM-SEE a EXISTING W8 BEAM NOTES FOR REQ'D g 0 o T.O.S. EL.___ W8 BEAM EXISTING L6x6x1/2"x12"LONG w/3/8" 244 LOCATIONS(TYP.) o L4x4x3/8x6" FOUNDATION STIFF. @ CENTER N LONG @ 32"o.c. WALL 2-3/4"0 HILT[ HIT HY 150 MAX ADHESIVE ANCHOR 2-#4 W8 BEAM 5/8"0 @ 32"o.c. OR EQUAL. -9"MIN. EMBED.)-SPACE @ 8"APART 2'-0"TYP. Premier 2-#5@32"O.C. W12 BEAM ADHESIVE ANCHOR TYPICAL MASONRY OPENING DETAIL Cape Cod EXISTING (HILTI HY20 SYSTEM SCALE: 11"= V-0" p STEEL JOIST OR EQUAL.-6" MIN. _ EMBED.) _ Z Service & Parts MASONRY WALL 2-#5 ~ g o � SECTION SECTION ( 2'� SECTION 3 SCALE 3/4" = V-0" SCALE 3/4"= 1'-0" S.� .1 N SCALE 3/4"= V-0" S S 1 .1 2-#4 2-#5 @ 32"O.C. M 460 Yarmouth Road N SAME SPACING AND Hyannis, MA 02601 2-#4 x 3'-0" @4'-0"ox. FINISH FLOOR QUANTITY AS VERTICAL (SAME SPACING AS WALL REINFORCEMENT REINFORCEMENT) A. SEE TYPICAL MASONRY PROJECT 2009-17 TO SLAB DETAIL I DRAWN RP I I I 3 SIDES-TYP. i TYPICAL MASONRY WALL REINFORCING DETAIL SCALE AS NOTED W SHAPE BEAM TYPICAL MASONRZY JUNCTION DETAIL SCALE: 1/2"= V-0" i Sc L ,- _ -o' MASONRY NOTES DATE 10.30.09 I I I NON-COMPOSITE BEAM i i 1.) O.C.VERT.AND 2-#4'S O.C. HORIZONTAL EXISTING 2 LAYERS OF 3/4" PLYWOOD ® TYPICAL FOR ALL MASONRY WALLS. I MASONRY BREAKOUT(E)CONIC.AND W36,W33 9 ROWS I 2.)STANDARD DUROWALL @ 16"O.C. TYPICAL FOR ALL WALLS. WALL ! 1 Yz"METAL DECK REPLACE W/NEW CONCRETE W30 - 8 ROWS i ® 3.)AT CONTRACTOR'S OPTION,VERT. REINF. MAY BE PLACED / (12 WIDE x 18 DEEP) W27 7 ROWS W SHAPE BEAM i W SHAPE BEAM IN DRILLED HOLES FILLED W/ADHESIVE GROUT-8" MIN. EMBEDMENT. FIN. FL. EL. EXISTING W24 - 6 ROWS I ,oa'=o'� MATCH MASONRY 2 LAYERS OF 3/4" PLYWOOD W1 - 5 ROWS TYPICAL. MASONRY WALL REINFORCING DETAILS EXISTING WALL W18 4 ROWS r' 1 Yz"METAL DECK W16, W14, W12 - 3 ROWS W8 BEAM T.O.S. EL.___ W10, W8,W6 - 2 ROWS ® I ® SCALE:AS NOTED L_ - I a -99'-9" _FIN. FL. EL. = 100'-0"MATCH --\ W8 BEAM ,� . EXISTING i ST'D DUR-O-WALL @ 16'O.C. L4x4x3/8x6" "r' NOTES : EXISTING ' ?. T.O.S. EL. _ 1.) MINIMUM CONNECTION (MOM.) i TUBULAR COLUMN LONG @ 4-0' o.c. n,. v,., ,_ „ FOUNDATION =-• =99 9 3/4"0 HSB A325 W/STANDARD 5/8"0 HILTI HIT HY 150 MAX ADHESIVE ANCHOR ''j' Partial First Floor WALL o< '• ::.r^' HOLES AND CLASS'A'CONDITION i I i 2-#5's VERT. 4d a OR EQUAL. -6" MIN. EMBED.)@ 4'-0"O.C. ..} i W12 BEAM 2.)TRIM CLIP ANGLES AS REQUIRED I I @ 32 O.C. TO KEEP CLIP FROM OVERHANGING I P I a r] , Details & a a , EXISTING a EDGE OF TUBE ON SMALLER COLUMNS. FOUNDATION 8x6x1/2"PLATE (E)CONCRETE SLAB DRILL AND FILL W/ WALL a 3 )MINIANGLES TO E 3 UM THICKNESS OF CONNECTING „ Notes p NON-SHRINK GROUT ADHESIVE GROUT . , ° . BELOW PLATE (3 MIN. EMBEDMENT) NON - COMPOSITE BEAMS T.OT.O.SLAB EL.= SECTION 4 2-3/4"0 HAS THREADED ROD W/HILTI HIT HY 150 Y90' MAX ADHESIVE SYSTEM TYPICAL MINIMUM BOLTS REQ'D. FOR OR EQUAL.-9 MIN. EMBED.) sCALE3/4"= 1'-0" S1 .1 NON-MOMENT CONN. EA. TO HSS COLUMN TYPICAL BEAM POCKET DETAIL SCALE 1"= V-0" OR BEAM TO EA CONNECTIONS DETAIL TYPICAL INTERIOR MASONRY WALL SCALE: 1"= 1'-0" TO CONCRETE SLAB ATTACHMENT DETAIL SCALE: 3/4"=V-0" •