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Hyundai Building PlansProject number PLAN LIST EXHIBIT 'D' LOCUS PLAN PROJECT CONTACTS FURNITURE UPDATES 11/26/2013 3:23:09 PM11-26-13 TITLE SHEET 12009 PROPOSED HYUNDAI DEALERSHIP 347 KING STREET 347 KING STREET NORTHAMPTON, MA 01060 PROPOSED HYUNDAI DEALERSHIP Drawing List Sheet Number Sheet Name Current Revision Date T1 TITLE SHEET 11-26-13 --ARCHITECTURAL A1.0 BUILDING CODE REVIEW 08-01-13 A1.1 FLOOR PLAN 10-08-13 A1.2 ENLARGED FLOOR PLAN- FRONT 10-24-13 A1.3 ENLARGED FLOOR PLAN- PARTIAL REAR 11-06-13 A1.4 FIXTURE PLAN (FOR REFERENCE ONLY)11-26-13 A1.5 ACCESSIBILITY STANDARDS 11-26-13 A1.6 DEALER SOLUTIONS PLAN 01-31-13 A1.7 PLAN DETAILS 06-11-13 A2.1 EXTERIOR ELEVATIONS 09-17-13 A2.2 INTERIOR ELEVATIONS 10-11-13 A3.1 BUILDING SECTIONS (1)08-20-13 A4.1 TYPICAL WALL TYPE DETAILS 08-20-13 A4.2 WALL SECTIONS 06-11-13 A4.3 WALL SECTIONS 06-11-13 A4.4 INTERIOR WALL SECTIONS & ELEVATIONS 11-06-13 A5.1 EXTERIOR SECTION DETAILS 06-11-13 A5.2 EXTERIOR SECTION DETAILS (2)06-11-13 A6.1 DOOR & WINDOW SCHEDULES 10-08-13 A7.1 ROOM FINISH SCHEDULE & DETAILS 10-22-13 A8.1 REFLECTED CEILING PLAN 11-15-13 A9.1 ROOF PLAN 08-29-13 SK-2 REAR ROOF EDGE PLAN DETAIL 08-29-13 SK-3 BASE FLASHING DETAIL 09-11-13 SK-4 SERVICE WRITE UP KEY CABINET 09-27-13 SK-5 SHOWROOM KEY CABINET 09-27-13 SK-6 CEILING CLOUD LOCAL 11-25-13 ---STRUCTURAL S1.1 FOUNDATION PLAN 05-01-13 S1.2 ENLARGED PARTIAL FOUNDATION PLAN 05-01-13 S1.3 ENLARGED PARTIAL FOUNDATION PLAN 05-01-13 S2.1 FOUNDATION DETAILS (1)04-16-13 S2.2 FOUNDATION DETAILS (2)05-01-13 S3.1 PIER DETAILS (1)05-01-13 S3.2 PIER DETAILS (2)06-11-13 ----PLUMBING P1.1 PLBG FLOOR PLAN, DETAILS & SCHEDULES 03-27-13 P1.2 PLBG FLOOR PLAN, DETAILS & SCHEDULES 03-27-13 P1.3 PLBG SPECIFICATIONS & DETAILS 03-27-13 -----FIRE PROTECTION 1of2 SPRINKLER PLAN 03-27-13 2of2 DETAILS 03-27-13 ------HVAC M-1 HVAC LAYOUT 07-12-13 M-2 SHOWROOM & OFFICE HVAC 07-12-13 M-3 PARTS/LOUNGE/SERV. DRIVE 07-12-13 M-4 SERVICE AREA HVAC 07-12-13 M-5 HVAC GAS PIPING/ROOF PLAN 07-12-13 M-6 CONTROLS & SCHEDULES 07-12-13 -------ELECTRICAL E-1 POWER AND TEL/DATA PLAN 03-27-13 E-2 LIGHTING PLAN 03-27-13 E-3 FIRE ALARM PLAN 03-27-13 CITY OF NORTHAMPTON: City Hall 210 Main Street Northampton, MA 01060 Planning and Development - Wayne Feiden, FAICP, Hon. WMAIA, Director of Planning and Development ph: (413) 587-1265 Planning Board - Carolyn Misch, Senior Land Use Planner & Permits Manager ph: (413) 587-1287 Building Commissioners Office - Louis Hasbrouck- Building Commissioner (Building, Gas, Electric, AAB enforcement) ph: 413.587.1240 f: 413.587.1272 Fire Department Chief Brian Duggan ph: 413.587.1032 f: 413.587.1034 Department of Public Works Edward S. Huntley, P.E., Director ph: 413.587.1570 f: 413.587.1576 James Laurila, P.E., City Engineer ph: (413) 587-1570 David Veleta – Sewer Department ph: (413) 587-1570 Douglas McDonald – Stormwater Coordinator ph: (413) 587 1582 David Sparks – Water Div. Superintendent ph:(413) 587-1570 OWNER & APPLICANT: Cosenzi Automotive Realty Limited Partnership 40 Russell Street Hadley, MA 01035 Carla Cosenzi (413) 570-1302 Thomas Cosenzi (413) 774-3121 ENGINEER & GENERAL CONTRACTOR: Kimberly M. Masiuk, P.E. Associated Builders, Inc. 4 Industrial Drive South Hadley, MA 01075 Ph. (413) 536-0021 Fax (413) 536-0908 FIRE PROTECTION: Warehouse Mechanical 342 Britton Street Chicopee, MA 01020 Paul Krause - ph. (413) 536-9222 ELECTRICAL: Gustafson Electric Inc. 35 Glenn Drive Wilbraham, MA 01095 David Gustafson - ph. (413) 537-4743 PLUMBING: F. Paige Plumbing & Heating, Inc. 65 Orpheum Avenue Spirngfield, MA 01118 Rich Paige - ph. (413) 218-2002 HVAC Climate Heating & Cooling, Inc. 146 Hubbard Ave. Pittsfield, MA 01201 Rick Laureyns - ph. (413) 684-5100 STRUCTURAL Greenlaw, P.E. 183 Columbia Road Hanover, MA 02339-2388 Ted Greenlaw - ph. (781) 826-8369 REF.U3 50AWILKINSZURNM DLN O.SER.M W W T: 140° F M W W P: 175 PSI A CO M PANYPA SO RO BLES C A ., U .S.A .REDU C ED PRESSU RE B A C KFLO W PREVEN TER 6" DI CL 52 FRO M CI TY SU PPLY 4 4 6 6 7 7 3 3 2 2 5 5 A A B B C C DD EE FF HH J K K LL II G 1 1 S-1 B S-2 GROUP B- BUSINESS- MAX TRAVEL 300' GROUP S1- STORAGE (MOD. HAZARD)- MAX TRAVEL 250' GROUP S2- STORAGE (LIGHT HAZARD)- MAX TRAVEL 400' USE GROUP CLASSIFICATION (IBC- SECTION 302) 9,548 SF 7,070 SF 1,194 SF AREA TOTAL BUILDING AREA 17,812 SF SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A1.0BUILDING CODE REVIEWPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 1/16" = 1'-0"1 CODE REVIEW PLAN DATEDESCRIPTION01-11-13ISSUED FOR BID02-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION08-01-13ISSUED FOR CONSTRUCTION REVISION ANNREF.U3 5 0AW ILKINSZURNM DLN O.SER.M W W T: 140° F MW W P: 175 PSI A CO M PANYPA SO RO B LES C A., U .S.A .REDU C ED PRESSU RE B A C K FLO W PREVEN TER 6" DI CL 5 2 FR OM CI TY SUP PLY6" DI CL 5 2 FR OM CI TY SUP PLY A2.14 A2.1 A2.1 A2.1 2 3 1 4 4 6 6 7 3 3 2 2 5 5 A A B B C C DD EE FF HH J K K LL II G TECH CTR 11 X 12 HIGH SPEED RYTEC DOOR WINDOW ALUM. SLIDING WINDOW JAN SINK RETAIL PARTS COUNTER OUTSIDE OF FOUNDATION 89' - 4"31' - 0"PARTS RACKING ABOVE VENDGATEWAY ELEMENT 8' H CMU WALL TRENCH DRAIN TRENCH DRAIN1' - 3 1/8"OUT TO OUT FOUNDATION138' - 0"OUTSIDE FOUNDATION169' - 0"16 x 16 BOX ELEMENT ABOVE FIRE DEPT. SPRINKLER CONNECTION OUTSIDE FOUNDATION 109' - 0" FACE FND. 19' - 8" MEN'S 10 WOMEN'S 9 VESTIBULE 1 SHOWROOM 2 LOUNGE 8 RETAIL PARTS 16 SERVICE WRITE-UP 15 SERVICE MGR 17LOCKER 18 PARTS 21 SPRINKLER 22 TANK RM 23 ELECT. 24 SERVICE 26 SERVICE DRIVE 25 B6 C2 C2 C2 D2 C5 C4 C4 B1 B1 ABOVE STOREFRONTTO UNDERSIDE OF ROOF FACE OF GIRT TO OUTSIDE FND74' - 7 1/2"1 A3.1 1 A3.1 2 A3.1 3 A3.1 A1.2 1 A1.3 1 1 1 FIRE DEPT. KNOX BOX W/ RED STROBE ABOVE FIRE ALARM ANNUNCIATOR PANEL GAS METER ELECTRIC PANELS 4 A3.1 C5 ABV. B6 B6 B6 B6 B6 C2 PARTS RACKING ABOVE 1 A4.3 2 A4.3 3 A4.3 4 A4.3 WH 5 A4.3 2 A4.2 1 A4.2 3 A4.2 5 A4.2 4 A4.2 COFFEE COUNTER DF HALL B 19 BUSINESS OFFICE 13 INTERNET 6 OFFICE 5 HALL A 14 SALES MGR 4 F & I 3 OFFICE 11 OFFICE 12 F & I 7 CECO ACM CECO EMERGENCY SHOWER B6 ACM WRAP CORNER KEY DROP BOX C2 B4A D2 4' H CMU WALLWINDOWS ABOVE. SEE ELEVATIONS. TYPICAL AT REAR WALL PROVIDE BLOCKING FOR WALL MOUNTED VACUUM BY EQUIPMENT PROVIDER (7) 4"X3" DOWNSPOUTS, SEE SITE PLAN FACE OF FOUNDATIONACM EXTENDS2" BEYOND OUTSIDE14' - 9"15' - 3"23' - 0"22' - 1"19' - 5"17' - 8"8' - 2"10' - 10"6' - 10"12' - 9"18' - 3"32' - 0"12' - 0"1' - 4" 16' - 8"19' - 0"15' - 4"19' - 0"16' - 8"1' - 4" FACE OF FOUNDATION ACM EXTENDS 2" BEYOND OUTSIDE FACE OF FOUNDATION ACM EXTENDS 2" BEYOND OUTSIDE 1' - 4"16' - 8"19' - 0"15' - 4"19' - 0"16' - 8"19' - 8"1' - 4"14' - 9"15' - 3"23' - 0"22' - 1"19' - 5"25' - 10"10' - 10"19' - 7"18' - 3"OUT TO OUT OF FOUNDATION169' - 0"FACE OF FOUNDATIONACM EXTENDS2" BEYOND OUTSIDE2' - 0"12' - 0"20' - 1 1/8"3' - 6"25' - 6"1' - 9"68' - 7"2' - 0"5' - 7"3' - 0"8 1/8"C3 42" COMPUTER COUNTER/ BAR HOSE REEL ABOVE WALK OFF MAT WALK OFF MAT WALK OFF MAT WALK OFF MAT SALES COUNTER X04X05X06X07X08X09 A4.4 10 32 D E F 3 A3.1 COMPRESSOR 29 TEL/ DATA 28 PARTS RACKING 27 1 4 A3.1 LADDER TO ROOF HATCH CLEAR SPACE TEL/ DATA RACKING COMPRESSOR CONDENSATE HOSE TO FOLLOW WALL, THROUGH FLOOR IN TEL DATA TO SINK BELOW (BY DEALER SOLUTIONS) BLOWER EXHAUST PIPING RACKING SYSTEM BY OTHERS W/ STAIRS B4 B4 C2 28 FLOOR JOIST FRAMING FLOOR JOIST FRAMING EXHAUST TO ROOF BY EQUIPMENT PROVIDER 29 B4A A1 B4A B4A SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A1.1FLOOR PLANPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 3/32" = 1'-0"1 FLOOR PLAN 3/32" = 1'-0"2 TEL/DATA/COMPRESSOR DATEDESCRIPTION01-23-13ISSUED FOR BID ADDENDUM 102-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION07-19-13ISSUED FOR CONSTRUCTION REVISION08-01-13ISSUED FOR CONSTRUCTION REVISION08-20-13ISSUED FOR CONSTRUCTION REVISION10-08-13ISSUED FOR CONSTRUCTION REVISION REF.A2.1 1 4 6 7325 A2.2 4 1 FF H J K L I G 1 A3.1 2 A3.1 SOLID SURFACE COFFEE COUNTER W/ CABINETS BELOW GATEWAY ELEMENT TRENCH DRAIN16 x 16 SIGN PANELS ABOVE GLASS VESTIBULEw/ GLASS CEILING, SEE RCP WALK OFF MAT MEN'S 10 WOMEN'S 9 VESTIBULE 1 SHOWROOM 2 LOUNGE 8 RETAIL PARTS 16 SERVICE WRITE-UP 15PARTS 21 SERVICE DRIVE 25 2"18' - 3"12' - 9"17' - 8"8' - 2"17' - 8"FACE FND1' - 7 3/4"9' - 4" R.O2' - 8"15' - 0" R.O.2' - 4 1/4"2' - 3 1/2"15' - 0" R.O.2' - 4"15' - 0" R.O.4' - 4 1/2"11' - 4" R.O.4' - 4 1/2"15' - 0" R.O.2' - 4"15' - 0" R.O.2' - 3 1/2" 9 10 1 25B 21A 13a 12 25A 67 15 11 1A 21C A4 A4A4 A4 A4 A4 A4 VIF 1' - 6 7/8" FACE FND. CL STUD 4 1/2" CL TO FACE STUD 9' - 0 7/8" FIN. OPENING 8 7/8" 1/8" 8' - 6 5/8" 9"3 7/8" 9' - 2 1/4"7 1/4"4' - 0"3' - 4" 2 1/2" 16' - 2" 2 1/2"3 7/8" 8' - 11 5/8"1' - 2 1/2"5' - 4"11 1/2"15' - 8"5 1/2" 1 A2 A2 A2 B6 A1 B6 B6 A1 B4 A1 A2 A2 B3 A2 A1 B1 A4 B6 A4 A4 A4 A4 A4 A4 B1 A4 A4 A4 A4 A4 A4 A4 A4 A2 A4 B6 B6 B4 B5B6 2 FND. WALL 2" TO 5"3' - 4" R.O.2' - 1"11' - 0" R.O. FACE FND. 2' - 8" BLOCKING FOR TV B3 5' - 6 1/8"8' - 11 1/8"4' - 10 7/8"DATUM11' - 7 1/2"2' - 4 1/4"15' - 0" R.O.2' - 8"15' - 0" R.O.7' - 3"5' - 0"3' - 11 1/4"5' - 0" R.O.4' - 0"5' - 0" R.O.4' - 10 1/2"3' - 0"1' - 5"1 A4.3 2 A4.3 3 A4.3 5' - 3 1/2"3' - 1"5' - 3 1/2"1' - 3"3' - 0" 11 5/8" CLEAR 5' - 0"MIN.3' - 6"MIN. CLR2' - 8"DATUM LINE11' - 7 1/2"5' - 6 1/4"6' - 5 1/8"7' - 8 3/4"11' - 0 1/4"2' - 4 1/4"MIN.2' - 8"MIN.1' - 0"MIN. 2'-8" CLR. 12" MIN. A4.43 2' - 7 1/4"11' - 2 3/4"2' - 7 1/4" WRAP COLUMN, VERIFY WITH SIZE AND LOCATION IN FIELD, TYPICAL. 3 B1 B3 B2 C2 FACE OF STUD 5' - 9 5/8" A2 5 A4.3 2 A4.2 1 A4.23 A4.25 A4.2 4 A4.2 A1.7 1 A1.7 2 A1.7 1 A1.7 6 A1.7 3 A1.7 4 A1.7 10 ALIGN SOFFIT ABOVE WITH FURROUT, FURROUT AS REQUIRED TO CONCEAL COLUMN ALIGN SOFFIT ABOVE WITH FURROUT, TO CONCEAL COLUMN. A1.7 7 DATUM LINEDATUM LINE5 5/8"FACE OF STUDFACE OF STUD SOFFIT ABOVE SOFFIT ABOVE SOFFIT ABOVE SOFFIT ABOVE SOFFIT ABOVE SOFFIT ABOVE SOFFIT ABOVE SOFFIT ABOVE SOFFIT ABV. A2.2 5 SOFFIT, GWB TO WRAP OPENING 12" MIN.A4 A4 A2 A1 WATER BUBBLER, PROVIDE POWER & WATER HALL A 14 F & I 7 INTERNET 6 OFFICE 5 SALES MGR 4 F & I 3 OFFICE 11 OFFICE 12 BUSINESS OFFICE 13 ALIGN SOFFIT ABOVE WITH FURROUT, FURROUT AS REQUIRED TO CONCEAL COLUMN SOFFIT ABOVE SHELF W/ CABINETS ABOVE & BELOW A4 5 19A 21D 3 2B 2C CLEAR DUEL SWING DOOR (SHOWROOM VEHICLE ENTRY) PROVIDE POWER & DATA LINES TO EACH SALES DESK LOCATION W/ FLOOR BOX. COORDINATE LOCATION W/ OWNER EQUIPMENT PROVIDE POWER & DATA LINES TO EACH SALES DESK LOCATION W/ FLOOR BOX. COORDINATE LOCATION W/ OWNER EQUIPMENT RECESSED KEY CABINET RECESSED KEY CABINET, COORDINATE LOCTION A2 A1 A1 A2 MIN.7' - 0" CLR.GWB SOFFIT A1.7 5 B6 POWER & DATA FOR FIXTURE POWER & DATA FOR FIXTURE RYTEC DOOR CONTROL PANEL THIS WALL WALK OFF MAT WALK OFF MAT ACM END SOFFIT ABV. CHANGING TABLE POWER/ DATA4' - 8 1/2"RETAIL PARTS COUNTER WALK OFF MAT VERTICAL LIFT DOOR. COORDINATE 42" HIGH COMPUTER COUNTER/BAR. SEE SPEC SALES PERSONNEL COUNTER 1' - 9 1/4" 7 A4.4 1' - 3 1/8"X03 X02 X01 X11 ELECTRICAL CONNECTION TO ELEMENT SOFFIT ABOVE 1' - 6" 1' - 6"1' - 6 1/2" 1' - 6 1/2" 1' - 3 1/2"2' - 6" 1' - 6" 2A A4.4 8 A2 A2 A3 A2 A1 A4.4 10 8"6" 13c 13b 28" DEEP MILLWORK COUNTER 24" DEEP MILLWORK COUNTER 28" DEEP MILLWORKCOUNTER6' - 6 3/8"3' - 0"13' - 2" 3' - 0"4' - 6" X5 A4.4 11 BLOCKING FOR TV POWER/ DATA BLOCKING FOR TV POWER/ DATA 3' - 0"SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A1.2ENLARGED FLOOR PLAN- FRONTPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 1/4" = 1'-0"1 ENLARGED FLOOR PLAN- FRONT DATEDESCRIPTION02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION06-11-13ISSUED FOR CONSTRUCTION REVISON07-19-13ISSUED FOR CONSTRUCTION REVISION08-01-13ISSUED FOR CONSTRUCTION REVISION08-20-13ISSUED FOR CONSTRUCTION REVISION10-08-13ISSUED FOR CONSTRUCTION REVISION10-24-13TV WALL ELEVATION, BUSINESS OFFICE REF.U350AWILKINSZ U RNM DLN O .S ER.M W W T: 140 ° F M W W P: 175 PSI A CO M PANYPA SO RO B LES C A ., U .S.A .R EDU C ED PRESSU RE B A C K FLO W PR EVEN TER 6" DI CL 52 FROM CITY SUPPLY 4 6 7325 C D E F G 1 A3.1 2 A3.1 3 A3.1 SPRINKLER 22 PARTS 21 RETAIL PARTS 16 LOCKER 18 SERVICE WRITE-UP 15 SERVICE MGR 17 TANK RM 23 SERVICE 26 1 4 A3.1 8' - 8"4 1/4"3' - 10 1/4"5' - 1 1/2" 3 1/4" 18' - 8 3/4"1' - 9 5/8"3' - 6"9' - 2 3/4" 9 5/8" 12' - 8 3/8"5' - 0"1' - 3 3/4"6' - 8"3' - 4"6' - 0"8" 1' - 0 5/8" 18' - 7 3/8"1' - 4"M.O.3' - 4"1' - 3"2' - 2"8' - 0"5' - 7"3' - 0"8 1/8"5' - 0"6' - 0"11' - 1"9' - 0 1/8"FACE GIRT1' - 9 3/4"9' - 2 3/4"4 1/2"18' - 0 1/4"4 1/2"7' - 0"4' - 0 1/2"3/8"5' - 10 5/8"3' - 4"4' - 1 5/8"11' - 7 3/4" NOTES: REFERENCE EQUIPMENT PLAN AND STRUCTURAL PLAN FOR EQUIPMENT LOCATIONS. REAR SECTION OF BUILDING BETWEEN COLUMN LINES A & C ARE NOT SHOWN. REFERENCE A1.1. F.D CONNECTION GAS METER F.D. KNOX BOX W/ RED LIGHT STROBE ABOVE ANNUNCIATOR PANEL/ FACP 8 3/4"GWB WRAP35' - 0" FIN. OPENINGA2.2 C5 B3 B4 B5 A2 A1 B5 A1A1A1 C4 D1 B2 C5C4 B2 D2 D2 A2 B2 B4 B4 C2 C2 C3 C3 A4 A4 B2 CABINETS & COUNTER VEND.48" LOW WALL, SLOPED CONC. CAP. PAINT PER SPEC. TO 8'-0", STUD FRAME ABOVE. PAINT PER SPEC. TO 8'-0" TO 7'-4", GIRT ABOVE. PAINT PER SPEC. JOIST FRAMING ABOVE.FACE GIRT FACE CMU21' - 3"14' - 8" ELECT. 24 SERVICE DRIVE 25 DATUM LINE, FACE OF STUD SEE A1.2 7 1/2" 1' - 3 1/2" 5' - 0" A4.435 1/2"3' - 9 1/4"10' - 7 7/8"9' - 3 1/8"5' - 10 3/4"ABOVE PAINT STEEL FRAME, CECO PANEL ABOVE 4.5" w/ 2" VERTICALBOTH SIDES4.5" w/ 2" VERTICALBOTH SIDESPARTS RACKING ABOVE BY OTHER PARTS RACKING ABOVE BY OTHER BOLLARD, TYP OF 4 EACH DOOR BOLLARD, TYP OF 4 EACH DOOR ELECTRIC PANEL 2' - 9"3' - 1"3' - 1"CLEAR30" MIN.WATER HEATER JANITOR SINK, PROVIDE HOT AND COLD SPIGOT AT 20" AFF SPRINKLER MAIN PIPING COORDINATE CONDENSATE LINE FROM ABOVE INTO SINK BLOWER VENT PIPE BY D.S. TO UNDERGROUND EXHAUST, TO COMPRESSOR ROOM ABV. COORDINATE EMERGENCY SHOWER & EYEWASH PER CODE 26C 26A 26D 26B 20A 21A 17A 15 19A 22B 18 21B 24 23 22A 21C 21D A2.2 5 B3 48" LOW WALL, SLOPED CONC. CAP. PAINT PER SPEC. SOFFIT ABV. X10 TECH DESK W SS TOP 4 A4.4 A1.7 9 A1.7 8 3' - 0" HALL B 19 FRP (3 WALLS) FRP FRP PANEL 6 B3 RYTEC CONTROL PANEL THIS SIDE RYTEC CONTROL PANEL THIS SIDE MAIN CONTROL PANEL FOR ALL EQUIPMENT, LIGHTING, FIXTURES ETC. TO THIS POINT X12 A4 WALL TO SUPPORT FLOOR JOISTS ABOVE, TO UNDERSIDE OF JOISTS. CECO PANEL ABOVE IN COMPRESSOR RM. MODIFY AS REQUIRED TO SUPPORT FLOOR FRAMING. JOIST DIRECTION ABOVE JOIST DIRECTION ABOVE JOIST DIRECTION ABOVE B4A WATER FOR COFFEE MAKER RECESS KEY CABINET, COORDINATE WITH FRAMING FILING CABINETS BY OWNER. OUTLETS ABOVE. COORDINATE VERTICAL LIFT DOOR. ANGLE LINTLE ABOVE DOOR.1' - 6"5' - 8"10' - 0"12' - 0"2' - 0"1' - 4"3' - 4"5 A3.1 6 A3.1 1' - 8 1/8"5 1/2"5' - 0" A4.4 6 5 PROVIDE WATER AND POWER1' - 2"2' - 3 5/8"3' - 4"2' - 0"12' - 0"3' - 4 1/2"COORDINATE INSTALL OF METAL PANELS ABOVE WITH COMPRESSOR. FULL HEIGHT FULL HEIGHT FULL HEIGHT 1' - 10 5/8"3' - 1"2' - 8 5/8"1' - 6 7/8"3' - 11"7' - 8 3/4"2' - 3 1/2"7 5/8"17' - 4"SHUTTER DOOR 6' - 0" F.O.1' - 5 1/8" A4.4 12 SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A1.3ENLARGED FLOOR PLAN- PARTIAL REARPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RAF 12009 1/4" = 1'-0"1 ENLARGED FLOOR PLAN- REAR DATEDESCRIPTION03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION06-11-13ISSUED FOR CONSTRUCTION REVISON07-19-13ISSUED FOR CONSTRUCTION REVISION08-01-13ISSUED FOR CONSTRUCTION REVISION08-20-13ISSUED FOR CONSTRUCTION REVISION09-11-13ISSUED FOR CONSTRUCTION REVISION10-08-13ISSUED FOR CONSTRUCTION REVISION11-06-13MILLWORK CLARIFICATIONS 5' TOOL STORAGE6' WORK BENCH TOPSL210i-FAWAWOAAAA VAC 2 60" workbench/ Overhead cabinet FLR SCRA/CT/JPRESS F/JENGINE STANDPOWER PUSHERBALANCERWHEELEXISTINGLATHE BRAKE SL210i-FA SL210i-FASL210i-FA SL210i-FASL210i-FA 5' TOOL STORAGE 6' WORK BENCH TOP 12' WORK BENCH TOP5' TOOL STORAGE5' TOOL STORAGE12' WORK BENCH TOP5' TOOL STORAGE5' TOOL STORAGESL210i-FASL210i-FASL210i-FAA60" workbench/ Overhead cabinet 60" workbench/ Overhead cabinet A AA 12' WORK BENCH TOP 5' TOOL STORAGE 5' TOOL STORAGE 12' WORK BENCH TOP 5' TOOL STORAGE 5' TOOL STORAGE TS6864 TS6864 TS6864 TS6864 TS6864 TS6864TS6864TS6864TS6864TS6864A VAC 2 W/AF750GALDW WASTEOIL500/250GALDWOIL 1 / OIL2EXISTINGFLAMMABLESTORAGE CABINET Rotary SL212IELECELECELEC HARVEYINDUSTRIESAKRON OHIO HARVEYINDUSTRIESAKRON OHIO HARVEYINDUSTRIESAKRON OHIOHARVEYINDUSTRIESAKRON OHIO HARVEYINDUSTRIESAKRON OHIOHARVEYINDUSTRIESAKRON OHIO HARVEYINDUSTRIESAKRON OHIOHARVEYINDUSTRIESAKRON OHIOHARVEYINDUSTRIESAKRON OHIOHARVEYINDUSTRIESAKRON OHIO HARVEYINDUSTRIESAKRON OHIOHARVEYINDUSTRIESAKRON OHIO HARVEYINDUSTRIESAKRON OHIO LPLPLP LP LPLP LP LP LP LP TM TM TM PW VS EC VS EC WB TC AM PWPW EC 120363LPR 4836BR 36185S8HD36185S8HD96183LTR 48245S8HD48245S8HD 48187SC 48187SC 48187SC 48187SO 48187SO 48187SO 48187SO 48187SO 48187SO 48247SO 48247SO 48247SO 48247SO48247SO48247SO 48187SO 48187SO 48247SC 48187SC 60183LTR 36247SO36247SO36247SO 48187SC48187SC48187SC FUTURE HD EXPANSION HD DRAWER UNITS SPECIAL TOOL STORAGE HD DRAWERUNITSHD DRAWERUNITSSpecial Tools Cabinet 8" Pipe 8"Pipe 12"Pipe FUTUREFUTUREFUTUREFUTUREFUTURE FUTUREFUTUREFUTUREFUTUREFUTUREW/W AIR OIL OIL2 WWF AIROILOIL2WWFAIR AIR OIL OIL2 WWF AIR AIR OIL OIL2 WWF AIRAIROILOIL2WWFAIRAIROILOIL2WWF55 Gal Drum 55 Gal Drum 55 Gal Drum MAGNA-MOUNT4-PANELMEN WOMENSERVICEDRIVE DISPLAY POSTERPOSTERPOSTERPOSTER POSTERPOSTERML50/24 ML50/42ML50/30 ML50/2465/3665/36 65/3665/3665/36 P65/36 P65/36 65/3665/36 P 5D5D5D5D5D5D5D5D5D5D5D5D5D5D5D5D5D5D5D24/42/2M30/72/2M BBF/24FF/2430/48/2MBBF/24 3W50 EC50EC50EC5030/60/2M30/60/2M ML50/24 ML50/42ML50/30 ML50/243W50 EC50EC50EC5030/60 / 2 M30/60/2M ML50/24 ML50/42ML50/30 ML50/243W50 EC50EC50EC5030/60/2M30/60/2M ML50/24 ML50/42ML50/30ML50/243W50 EC50EC50EC5030/60/2M30/60/2MML50/24 ML50/42ML50/30ML50/243W50 EC50EC50EC5030/60/2M30/60/2MML50/24 ML50/42ML50/243W50 EC50EC5030/60/2M30/60/2M24/66/2M30/66/2MFF/24BBF/2424/42/2M 30/66/2MFF/24 BBF/2424/42/2M 30/66/2MBBF/24FF/2424/42/2M30/66/2M BBF/24FF/24 3D/3624/42/2M 30/66/2MBBF/24FF/242D/363D/425D5D EP/30 30/48/2MBBF/24EP/30 30/48/2MBBF/24 EP/30 60x3030/48/2MBBF/24EP/30 30/48/2MBBF/24EP/304D4D4D4D3D/3624/42/2M30/66/2MBBF/24FF/243D/36 ML50/24 ML50/42ML50/30ML50/243W50 EC50EC5030/60/2M30/60/2MML50/24 ML50/42ML50/30ML50/243W50 EC50EC50EC5030/60/2M30/60/2MFF/24FF/243D/423D/423D/422D/362D/36 24/60/2MBBF/24 30/78/2M30/78/2MBBF/24BBF/24FF/2424/36/2M DIVS-LATJ3D36AIS1 DIVS-LATJ3D36AIS1 G NCDSK7236D1 G NCDSK7236D1 G NCDSK7236D1 G NCDSK7236D1 G NCWS6030P21 G NCTBL2424291 G NCTBL2424291 G NCNCI1 M WLW-WS2466AIS1M WLW-WS3066AIS1 M WLW-WS2442AIS1 M WLW-WS3066AIS1 SAFEM WLS-SHFHSAM 36AIS1 M WLS-SHFHSAM 36AIS1 M WLS-SHFHSAM 36AIS1 M WLS-SHFHSAM 36AIS1 M WLS-SHFHSAM 36AIS1 M WLS-SHFHSAM 36AIS1 M WLS-SHFHSAM 36AIS1M WLS-SHFHSAM 36AIS1 M WLS-SHFHSAM 36AIS1 M WLS-PEDFFJ24AIS1 M WLS-PEDBBFJ24AIS1 M WLS-PEDFFJ24AIS1 M WLS-PEDBBFJ24AIS1 M WLS-PEDBBFJ24AIS1 M TXE-M XEK30___1LAIS1 M TXE-M XEK42___1LAIS1 M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1M TXE-M X8W4FDO 1AIS1M TXE-UN8W4BIFLAIS1 M TXE-M X8W4PTPC18AIS1 M TXE-M XEK30___1LAIS1 M TXE-M XEK42___1LAIS1 M TXE-M X8W4FDO 1AIS1M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1M TXE-M X8W4FDO 1AIS1M TXE-UN8W4BIFLAIS1 M TXE-M X8W4PTPC18AIS1 M TXE-M XEK30___1LAIS1 M TXE-M XEK42___1LAIS1 M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1M TXE-M X8W4FDO 1AIS1M TXE-UN8W4BIFLAIS1 M TXE-M X8W4PTPC18AIS1 M TXE-M XEK30___1LAIS1 M TXE-M XEK42___1LAIS1M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1M TXE-M X8W4FDO 1AIS1 M TXE-UN8W4BIFLAIS1 M TXE-M X8W4PTPC18AIS1 M TXE-M XEK30___1LAIS1 M TXE-M XEK42___1LAIS1M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1M TXE-M X8W4FDO 1AIS1 M TXE-UN8W4BIFLAIS1 M TXE-M X8W4PTPC18AIS1 M TXE-M XEK30___1LAIS1 M TXE-M XEK42___1LAIS1 M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1M TXE-UN8W4BIFLAIS1 M TXE-M X8W4PTPC18AIS1 M TXE-M XEK30___1LAIS1 M TXE-M XEK42___1LAIS1M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1M TXE-M X8W4FDO 1AIS1 M TXE-UN8W4BIFLAIS1 M TXE-M X8W4PTPC18AIS1 M TXE-M XEK30___1LAIS1 M TXE-M XEK42___1LAIS1M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1 M TXE-M X8W4FDO 1AIS1M TXE-M X8W4FDO 1AIS1M TXE-UN8W4BIFLAIS1 M TXE-M X8W4PTPC18AIS1 M TXP-M L3C50AIS1 M TXP-M LEC50AIS1 M TXP-M LEC50AIS1 M TXP-M LEC50AIS1 M TXP-M L3C50AIS1 M TXP-M LEC50AIS1 M TXP-M LEC50AIS1 M TXP-M LEC50AIS1 M TXP-M L3C50AIS1 M TXP-M LEC50AIS1 M TXP-M LEC50AIS1 M TXP-M LEC50AIS1 M TXP-M L3C50AIS1 M TXP-M LEC50AIS1 M TXP-M LEC50AIS1 M TXP-M LEC50AIS1 M TXP-M L3C50AIS1 M TXP-M LEC50AIS1 M TXP-M LEC50AIS1 M TXP-M LEC50AIS1 M TXP-M L3C50AIS1 M TXP-M LEC50AIS1 M TXP-M LEC50AIS1 M TXP-M L3C50AIS1 M TXP-M LEC50AIS1 M TXP-M LEC50AIS1M TXP-M L3C50AIS1 M TXP-M LEC50AIS1 M TXP-M LEC50AIS1 M TXP-M LEC50AIS1 M WLW-WS3048AIS1 M TXWPS-SSSALAIS1 M TXWPS-SSSALAIS1M TXWPS-SSSARAIS1 M TXWPS-SSSARAIS1 M TXW-WSD3060AIS1 M TXW-WSD3060AIS1 M TXWPS-SSSALAIS1 M TXWPS-SSSALAIS1M TXWPS-SSSARAIS1 M TXWPS-SSSARAIS1 M TXW-WSD3060AIS1 M TXW-WSD3060AIS1 M TXWPS-SSSALAIS1 M TXWPS-SSSALAIS1M TXWPS-SSSARAIS1 M TXWPS-SSSARAIS1 M TXW-WSD3060AIS1 M TXW-WSD3060AIS1 M TXWPS-SSSALAIS1 M TXWPS-SSSALAIS1M TXWPS-SSSARAIS1 M TXWPS-SSSARAIS1 M TXW-WSD3060AIS1 M TXW-WSD3060AIS1M TXWPS-SSSALAIS1 M TXWPS-SSSALAIS1M TXWPS-SSSARAIS1 M TXWPS-SSSARAIS1 M TXW-WSD3060AIS1 M TXW-WSD3060AIS1 M TXWPS-SSSALAIS1 M TXWPS-SSSARAIS1 M TXW-WSD3060AIS1 M TXW-WSD3060AIS1 M WLW-WS3066AIS1M WLW-WS3066AIS1 M WLW-WS3066AIS1 M WLWFS-EPSA30AIS1 M WLW-WS3048AIS1 M WLWFS-EPSA30AIS1 M WLW-WS3048AIS1 M WLWFS-EPSA30AIS1 M WLW-WS3048AIS1 M WLWFS-EPSA30AIS1 M WLW-WS3048AIS1 M WLWFS-EPSA30AIS1 M WLW-WS3066AIS1 M TXWPS-SSSALAIS1 M TXWPS-SSSALAIS1M TXWPS-SSSARAIS1 M TXWPS-SSSARAIS1 M TXW-WSD3060AIS1 M TXW-WSD3060AIS1M TXWPS-SSSALAIS1 M TXWPS-SSSALAIS1M TXWPS-SSSARAIS1 M TXWPS-SSSARAIS1 M TXW-WSD3060AIS1 M TXW-WSD3060AIS1 M WLW-WS3078AIS1M WLW-WS3078AIS1 DIVS-PEDFFJ24AIS1 DIVS-PEDFFJ24AIS1 DIVS-PEDFFJ24AIS1 M WLS-LATJ3D36AIS1 DIVS-PEDFFJ24AIS1 M WLS-LATJ3D42AIS1 DIVS-PEDFFJ24AIS1 M WLS-PEDFFJ24AIS1 M WLS-PEDFFJ24AIS1 M WLS-LATJ3D42AIS1 M WLS-LATJ3D42AIS1 M WLS-LATJ3D42AIS1 M WLS-LATJ2D36AIS1M WLS-LATJ2D36AIS1 M WLS-PEDBBFJ24AIS1 M WLS-PEDBBFJ24AIS1M WLS-PEDFFJ24AIS1 M WLS-PEDFFJ24AIS1 DIVW-WS2442AIS1DIVW-WS3072AIS1 DIVS-PEDBBFJ24AIS1 DIVS-PEDBBFJ24AIS1 M TXW F S- A LW 2 71 2 M X LAIS1 M TXW F S- A LW 2 71 2 M X RAIS1 M TXW F S- A LW 2 71 2 M X LAIS1 M TXW F S- A LW 2 71 2 M X RAIS1 M TXW F S- A LW 2 71 2 M X LAIS1 M TXW F S- A LW 2 71 2 M X RAIS1 M TXW F S- A LW 2 71 2 M X LAIS1 M TXW F S- A LW 2 71 2 M X RAIS1M TXW F S- A LW 2 71 2 M X LAIS1 M TXW F S- A LW 2 71 2 M X RAIS1 M TXW F S- A LW 2 71 2 M X LAIS1 M TXW F S- A LW 2 71 2 M X RAIS1 DIVW-WS2442AIS1 DIVS-PEDBBFJ24AIS1DIVW-WS2442AIS1 DIVS-PEDBBFJ24AIS1 DIVW-WS2442AIS1 DIVS-PEDBBFJ24AIS1 M WLS-LATJJ2D36AIS1 DIVS-PEDBBFJ24AIS1 DIVS-PEDBBFJ24AIS1 DIVS-PEDBBFJ24AIS1 DIVS-PEDBBFJ24AIS1 DIVW-WS2442AIS1 DIVS-PEDBBFJ24AIS1 M TXW F S- A LW 2 71 2 M X LAIS1 M TXW F S- A LW 2 71 2 M X RAIS1M TXW F S- A LW 2 71 2 M X LAIS1 M TXW F S- A LW 2 71 2 M X RAIS1 1 2 3 4 5 6 7 8 9 COPIERG NCFILE51 G NCFILE51 G NCFILE41 G NCFILE41 G NCFILE41 G NCFILE4136" x 72"VW SHOWROOM36" x 72"NISSAN GAYLE36" x 72"HYUNDAI MIKE36" x 72"HYUNDAI STAN30" x 60"HYUNDAI ALEX30" x 48"VW OWNER30" x 48"VW OWNER30" x 48"VW BUSINESS30" x 48"VW SHOWROOMM WLP-SAFR6536AIS1 M WLP-SAFR6536AIS1 M WLP-SAFR6536AIS1 M WLP-SAFR6536AIS1 M WLP-SAFP4136AIS1 M WLP-SAFP6536AIS1 M WLP-SAFP4136AIS1 M WLP-SAFP6536AIS1 M WLP-SAFP6536AIS1 M WLP-SAFP6536AIS1 M WLP-SAFP6536AIS1 M WLP-SAFP6536AIS1 M WLP-SAFP6536AIS1 M WLP-SAFP6536AIS1M WLP-SAFR6536AIS1 M WLP-SAFR6536AIS1 M WLP-SAFR6536AIS1 M WLP-SAFR6536AIS1 1 2 3 4 5 67 FUTURE 8 FUTURE EXISTING DESK 30X 48 30 X 48 30X 48 30 X 48 30X 48 30 X 48 30X 48 30 X 4830X 48 30 X 48 30X 48 30 X 48 30X 48 30 X 4830X 48 30 X 48 1 2 3 C O U N T E R B Y B R O A D W A Y 24" x 96" G NCCHRARM1G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHR1G NCCHR1G NCCHR1G NCCHR1G NCCHR1 G NCCHREXEC1 G NCCHREXEC1 G NCCHREXEC1 G NCCHREXEC1 G NCCHREXEC1 G NCCHREXEC1 G NCCHREXEC1 G NCCHREXEC1 G NCCHREXEC1 G NCCHRARM1G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHRARM1 G NCCHR1 G NCCHR30301 G NCCHR30301 G NCCHR30301 G NCCHR30301G NCCHR30301G NCCHR30301G NCCHR30301 G NCCHR30301 G NCCHR30301G NCCHR30301G NCCHR30301G NCCHR30301 M TXP-M LFR5024AIS1 M TXP-M LFR5042AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5024AIS1 M TXP-M LFR5024AIS1 M TXP-M LFR5042AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5024AIS1 M TXP-M LFR5024AIS1 M TXP-M LFR5042AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5024AIS1 M TXP-M LFR5024AIS1 M TXP-M LFR5042AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5024AIS1M TXP-M LFR5024AIS1 M TXP-M LFR5042AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5024AIS1 M TXP-M LFR5024AIS1 M TXP-M LFR5042AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5024AIS1 M TXP-M LFR5024AIS1 M TXP-M LFR5042AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5024AIS1M TXP-M LFR5024AIS1 M TXP-M LFR5042AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5030AIS1 M TXP-M LFR5024AIS1 F & I 3 PLEDGE \P P LA QUEANN REF.U3 5 0AW ILK INSZ URNM DLN O.SER.M W W T: 140° F MW W P: 175 PSI A CO M PANYPA SO RO B LES C A ., U.S.A .REDU C ED PRESSU RE B A C K FLOW PREVEN TER 6" DI CL 52 FROM CITY SUPPLY 6" DI CL 52 FROM CITY SUPPLY CVD969BCR50 DRYERAC AC AS EB AD 48722L HORSE SHOE WRAPW/SIDE DIVIDERSFLOOR AS 3RD LEVEL48722L HORSE SHOE WRAPW/SIDE DIVIDERSFLOOR AS 3RD LEVEL48722L HORSE SHOE WRAPW/SIDE DIVIDERSFLOOR AS 3RD LEVEL48722L HORSE SHOE WRAPW/SIDE DIVIDERSFLOOR AS 3RD LEVEL96183LTR 96183LTR 96183LTR HOODS / INSERTS / BUMPER ACCESSORIES BD-11 BLOWER 7 8 12345 9 13' - 0" 10 PARTS RACKING, UPPER LEVEL TOOLS 11 X 12 HIGH SPEED RYTEC DOOR BENCH BENCH TV 42" COMPUTER BAR/ FREE STANDING COUNTER BENCH 12' - 0" 6 12' - 0" DF BENCH SLIDING WINDOW MOP SINK RETAIL PARTS COUNTER 13' - 11 5/8"12' - 0"12' - 0" PARTS MGR 13' - 0"19' - 3"12' - 0"13' - 8 1/2" SAFETY SHOWER/ EYEWASH BENCHBENCH HYUNDAI GATEWAY ELEMENT8' H CMU WALL TRENCH DRAIN TRENCH DRAINLINE OF 16 x 16 BOX-OUT ELEMENT ABOVE 4' H CMU WALL13' - 9" TANK ROOM (COMPRESSOR ROOM ABOVE) FIRE DEPARTMENT SPRINKLER CONNECTION DATA RM ABOVE 8' H CMU WALL W/ METAL PANEL ABOVE GLASS VESTIBULE w/ GLASS CEILING TO OUTSIDE FND.25' - 8 1/2"24' - 0"24' - 10 1/4"DIRECTIONAL SIGNS- ABOVE"SERVICE" "PARTS""CASHIER" "RESTROOM"HYUNDAI PILLAR 4 SERVICEMENU BOARDPLEDGEPLAQUEDIRECTIONALSIGNS- ABOVE"SERVICE"POSTERWALK OFF MAT MEN'S 10 WOMEN'S 9 VESTIBULE 1 SHOWROOM 2 LOUNGE 8 RETAIL PARTS 16 SERVICE WRITE-UP 15 SERVICE MGR 17 LOCKER 18 PARTS 21 SPRINKLER 22 TANK RM 23 ELECT. 24 SERVICE 26 SERVICE DRIVE 25CURTAIN BY OTHERSCURTAIN BY OTHERSCOFFEE COUNTER PARTS RACKING, UPPER LEVEL 89' - 4"19' - 8" ANNUNCIATOR PANEL FIRE DEPT. KEY 'KNOX' BOX w/ BEACON ABOVE GAS METER ELECTRIC PANEL TEL/ DATA UNDER SLAB, TO CONDUIT TO 2 nd FLOOR 169' - 0"HYUNDAI CLOUD ABOVE DISPLAY CAR W/ CARPET BELOW KEY DROP BOX ON PEDESTAL 15' - 2"14' - 0"14' - 10" COORDINATE LOCATION OF UNDERSLAB/ INGROUND VEHICLE EXHAUST SYSTEM WALK OFF MAT WALK OFF MAT TECH COUNTER WATER BUBBLERVEND F & I 7 INTERNET 6 OFFICE 5 SALES MGR 4 F & I 3 OFFICE 11 OFFICE 12 BUSINESS OFFICE 13 HALL B 19 KEY CAB. RECESS KEY CAB., RECESS ROLL UP DOOR MAIN POWER SWITCH/ CONTROLS FOR ALL EQUIPMENT & LIGHTING3 7/8"109' - 0" HYUNDAI TUBE 31' - 0"HALL A 14 BREAK ROOM 20 44' - 0" COORDINATE LOCATION OF HOSE REELS ABOVE WALK OFF MAT WH HYUNDAI PILLAR 3 DIRECTIONAL SIGNS- ABOVE"SALES" "SHOWROOM" DECAL "SERVICE" DECAL FE-A FE-A FE-A FE-A FE-B FE-B FE-B FE-B FE-B FE-A FE-B FE-B FE-B UNDER SLAB EXHAUST UNDER SLAB EXHAUST SALES COUNTER 6' - 9 5/8"1' - 6"1' - 0"HYU N D AI CAR P ET M AT H Y U N D A I LI G H T C L O U D (AB O V E )HYUNDAICARPET MATLINE OF PARTS RACKING BY OWNER, RAILING BY PARTS RACKING INSTALLER TANKS RM BELOW OPEN TO BELOW OPEN TO BELOW LINE OF PARTS RACKING BY OWNER, RAILING BY PARTS RACKING INSTALLER 28 TEL/ DATA 28 PARTS RACKING 27 COMPRESSOR 29 LADDER TO ROOF HATCH BLOWER EXHAUST INTAKE FROM BELOW, BY DS. COORDINATE WALL OPENING FOR LOUVER 29 INSTALL METAL WALL PANELS FOLLOWING INSTALL OF COMPRESSOR FE-C FE-B FE-B FE-A 20 lb ABC TYPE PRESSURIZED FE-B 10 lb ABC TYPE PRESSURIZED FE-C 5 lb HALOTRON TYPE FIRE EXTINGUISHER LEGEND SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A1.4FIXTURE PLAN (FOR REFERENCE ONLY)PROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 1/8" = 1'-0"1 FIXTURE PLAN (REFERENCE ONLY) 1/8" = 1'-0"2 FIXTURE PLAN PARTS RACKING (REFERENCE ONLY) GENERAL NOTE: THIS PLAN FOR REFERENCE ONLY. FURNITURE AND EQUIPMENT ARE BY OTHERS. COORDINATE AS REQUIRED.DATEDESCRIPTION02-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION06-11-13ISSUED FOR CONSTRUCTION REVISON07-19-13ISSUED FOR CONSTRUCTION REVISION08-01-13ISSUED FOR CONSTRUCTION REVISION10-08-13ISSUED FOR CONSTRUCTION REVISION11-26-13FURNITURE UPDATES TO REFLECTING SURFACE40" MAXELECTRIC DRYER OR FOLDED PAPER TOWEL (1) MIRROR 24"7" TO 9" TOILET PARTITION WHERE OCCURS, SEE PLAN 42"12"6"42" 18"33" MIN. TO 36" MAX TO TOP17"- 19"MIN. CLR.1 1/2"17"42"12"24"RIM @ 34" MAX.CL OF OPENING 15" MIN. WATER CLOSET SIDE WALL 1 1/2" DIA. GRAB BAR WITH 1 1/2" GAP FROM WALL WATER CLOSET BACK WALL URINAL (ACCESSIBLE WHERE ONLY 1 URINAL PROVIDED, ELONGATED RIM) URINAL SCREEN WHERE OCCURS (MIN. 30" BETWEEN) LAVATORY OR VANITY SINK *SIM CLEARANCES @ DRINKING FOUNTAIN27" MIN.OFFSET WASTE (INSULATED) ACCESSIBLE SINK BOWL 6 1/2" DEEP MAX. TYPICAL TOILET ACCESSORIES MOUNTING HEIGHTS TYPICAL PLUMBING FIXTURES AND ACCESSORIES MOUNTING HEIGHTS 60" MIN. CLEAR 9"6"TOE SPACE MIN. CLEAR COUNTER WHERE OCCURS, SEE PLAN TOILET PAPER DISPENSER (2) TOILET PAPER HOLDER (2)24" MIN. CL ROLL(1) APPLIES TO ALL FIXTURES/ DISPENSERS REQUIRING HAND OPERATION. OPERATION SHALL NOT REQUIRE TWISTING OR TURNING OF HAND/ WRIST. (2) MUST ALLOW CONTINUOUS FLOW OF PAPER WITHOUT DELIVERY CONTROL DEVICE. MIN. CLEAR 4' - 0" NO FIXTURES TO BE MOUNTED ABOVE GRAB BARS 17" MIN.2' - 10"OFFSET WASTE (INSULATED) HW, INSULATE, SMOOTH 8"9"6" LEVER TYPE NO FIXTURES TO BE MOUNTED ABOVE GRAB BARS TO CONTROLS42" MAX.MIN. CL. OF ROLL2' - 0"MIN. CLEAR1 1/2"MIN. CLEAR TO GRAB BAR1 1/2"SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A1.5ACCESSIBILITY STANDARDSPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009DATEDESCRIPTION01-11-13ISSUED FOR BID02-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT11-26-13AAB REVS VAC 2 60" workbench/ Overhead cabinet BALANCERWHEELEXISTINGLATHE BRAKE SL210i-FA SL210i-FA SL210i-FASL210i-FA AIR OIL OIL2 WWF AIROILOIL2WWFAIR AIR OIL OIL2 WWF AIR AIR OIL OIL2 WWF AIRAIROILOIL2WWFAIRAIROILOIL2WWF60" workbench/ Overhead cabinet 60" workbench/ Overhead cabinet VAC 2 W/AF EXISTING FLAMMABLE STORAGE CABINET FUTUREFUTUREFUTUREFUTUREFUTURE FUTUREFUTUREFUTUREFUTUREFUTUREH AR V E YI N DU S TR I ESA KR O N O HI O H AR V E YI N DU S TR I ESA KR O N O HI O H AR V E YI N DU S TR I ESA KR O N O HI OH AR V E YI N DU S TR I ESA KR O N O HI O H AR V E YI N DU S TR I ESA KR O N O HI OH AR V E YI N DU S TR I ESA KR O N O HI O H AR V E YI N DU S TR I ESA KR O N O HI O H AR V E YI N DU S TR I ESA KR O N O HI O H AR V E YI N DU S TR I ESA KR O N O HI OH AR V E YI N DU S TR I ESA KR O N O HI O H AR V E YI N DU S TR I ESA KR O N O HI O H AR V E YI N DU S TR I ESA KR O N O HI O H AR V E YI N DU S TR I ESA KR O N O HI O 8" Pipe 8"Pipe 12"Pipe ELECTRICAL SCHEDULE FOR Dealer Solutions and Design Symbols Equipment Manufacturer Voltage Phase HP/Amp Comments AC Air Compressor Curtis 460 3 5hp/ 7 A Connections by GC. Disconnects per local code. Includes Mag Starters mounted and prewired to motors AD Air Dyer Curtis 120 1 3 A Connections by GC. Disconnects per local code. AM Align Machine Hunter Engineering 120 1 6 A Duplex Outlet. Isolated Ground. AS Air Solenoid Graco 120 1 1 A Duplex Outlet mounted 72" AFF EB Exhaust Blower Harvey Industries 460 3 2hp/ 3 A Connections by GC. Disconnects per local code. Mag Starter provided by DSD. Installed by GC. EC Cord Reel Cox 120 1 Duplex Outlet mounted 96" AFF LP Lift Power Unit Rotary Lift 208 / 230 1 2hp / 17 A Connections by GC. Disconnects per local code. PW Pressure Washer Landa 120 1 20 A Connections by GC. Disconnects per local code. TC Tire Changer Hunter Engineering 208 / 230 1 15 A Use NEMA Recepticle L6-20R TM Tank Monitor BJ Enterprises 120 1 1 A Quad Outlet 72" AFF VS Vacuum IVS 120 1 20 A Connections by GC. Disconnects per local code. WB Wheel Balancer Hunter Engineering 208 / 230 1 10 A Use NEMA Recepticle L6-20R 55 Gal Drum 55 Gal Drum 55 Gal Drum W/W 120363LPR 4836BR 96183LTR 48187SC 48187SC 48187SC 48187SO 48187SO 48187SO 48187SO 48187SO 48187SO 48247SO 48247SO 48247SO 48247SO48247SO48247SO 48187SO 48187SO 48247SC 48187SC 60183LTR 36247SO36247SO36247SO 48187SC48187SC48187SCANN REF.7 8 12345 9 10 PARTS RACKING, UPPER LEVEL TOOLS 11 X 12 HIGH SPEED RYTEC DOOR BENCH BENCH TV COMPUTER COUNTER/ BAR BENCH 6 DF BENCH SLIDING WINDOW MOP SINK RETAIL PARTS COUNTERPARTS MGR SAFETY SHOWER/ EYEWASH BENCHBENCH 8' H CMU WALL TRENCH DRAIN TRENCH DRAIN4' H CMU WALLTANK ROOM (COMPRESSOR ROOM ABOVE) FIRE DEPARTMENT SPRINKLER CONNECTION DATA RM ABOVE 8' H CMU WALL W/ METAL PANEL ABOVE GLASS VESTIBULE w/ GLASS CEILING DIRECTIONALSIGNS- ABOVERESTROOMPARTS SERVICE HYUNDAI PILLAR 4 SERVICEMENU BOARDPLEDGEPLAQUEDIRECTIONALSIGNS- ABOVESERVICEPOSTER WALK OFF MAT MEN'S 10 WOMEN'S 9 VESTIBULE 1 SHOWROOM 2 LOUNGE 8 RETAIL PARTS 16 SERVICE WRITE-UP 15 SERVICE MGR 17 LOCKER 18 PARTS 21 SPRINKLER 22 TANK RM 23 ELECT. 24 SERVICE 26 SERVICE DRIVE 25CURTAIN BY OTHERSCURTAIN BY OTHERSCOFFEE COUNTER PARTS RACKING, UPPER LEVEL ANNUNCIATOR PANEL FIRE DEPT. KEY 'KNOX' BOX GAS METER ELECTRIC METER TEL/ DATA UNDER SLAB, TO CONDUIT TO 2 nd FLOOR HYUNDAI CLOUD ABOVE DISPLAY CAR W/ CARPET BELOW KEY DROP BOX ON PEDESTAL COORDINATE LOCATION OF UNDERSLAB/ INGROUND VEHICLE EXHAUST SYSTEM WALK OFF MAT WALK OFF MAT TECH COUNTER WATER BUBBLERVENDVEND F & I 7 INTERNET 6 OFFICE 5 SALES MGR 4 F & I 3 OFFICE 11 OFFICE 12 BUSINESS OFFICE 13 HALL B 19 KEY CAB. RECESS KEY CAB., RECESS ROLL UP DOOR MAIN POWER SWITCH/ CONTROLS FOR ALL EQUIPMENT & LIGHTING HYUNDAI TUBE HALL A 14 BREAK ROOM 20 COORDINATE LOCATION OF HOSE REELS ABOVE WALK OFF MAT BD-11 BLOWER 48722L HORSE SHOE WRAPW/SIDE DIVIDERSFLOOR AS 3RD LEVEL48722L HORSE SHOE WRAPW/SIDE DIVIDERSFLOOR AS 3RD LEVEL48722L HORSE SHOE WRAPW/SIDE DIVIDERSFLOOR AS 3RD LEVEL48722L HORSE SHOE WRAPW/SIDE DIVIDERSFLOOR AS 3RD LEVEL96183LTR 96183LTR 96364L 96484L LINE OF PARTS RACKING BY OWNER, RAILING BY PARTS RACKING INSTALLER TANKS RM BELOW OPEN TO BELOW OPEN TO BELOW LINE OF PARTS RACKING BY OWNER, RAILING BY PARTS RACKING INSTALLER 28 TEL/ DATA 28 PARTS RACKING 27 COMPRESSOR 29 LADDER TO ROOF HATCH BLOWER EXHAUST INTAKE FROM BELOW, BY DS. COORDINATE OPENING FOR LOUVER 29 3400 Corporate Way,Suite ADuluth, GA 30096770-274-3499 Office770-349-3461 FaxREVISION DATEPROJECT NAME:SCALE=Notice of Confidential InformationThis drawing is design and conceptis the property of DSD and shall not bereproduced without written permission, norused for any purpose detrimental to the intrest of DSD.1.31.13COUNTRY HYUNDAI18"=1' A1.6 J 8"STRUCTURAL CHANNEL BY CECO HIGH SPEED ROLL-UP DOOR HIGH SPEED DOOR OPN'G ROLL-UP DOOR TRACK ENCLOSURE, FASTEN TO STRUCTURAL CHANNEL 6" METAL STUD FRAMING GWB 9 1/2" BOX TRIM TO MATCH DOOR 1/2" PLYWOOD BY STUD FRAMING INSTALLER 2" RIGID INSULATION STEEL ABOVE AS REQUIRED AT RYTEC OPENING, VERIFY WITH MANUFACTURER. GWB TO BEHIND DOOR FRAMING ALUMINUM COMPOSITE PANEL VAPOR BARRIER BATT CAVITY INSULATION SELF ADHERED MEMBRANE OVER PLYWOOD, LAP TO RIGID INSULATION FOUNDATION LINE J 0.050 CLEAR ANODIZED BREAK METAL L (2"x 2") TO MATCH STOREFRONT @ JAMB CURTAINWALL CONTR. (PROFILE TO RIGHT). MEMBRANE TAPE OVER EDGE AND FASTENER. 2" RIGID. TAPE AND SEAL ALL JOINTS AND PENETRATIONS 1/2" DENSGLASS, TAPED AND SEAL JOINTS ALUMINUM COMPOSITE PANEL ACM ANGLE TO VERTICAL STRAPPING, BY ACM INSTALLER. BLIND RIVIT TO MATCH PANEL 5/8" GWB TO JAMB PERIMETER CAULK BY PAINTER, TYPICAL ALL DOORS AND WINDOWS STOREFRONT DOOR JAMB, BACKER ROD & CAULK BY CURTAINWALL CONTRACTOR 2x10, RIPPED TO SIZE (8 5/8") FULL HEIGHT STUD WALL VAPOR BARRIER, CONTINUOUS TO EXT. FACE OF BLOCKING FOUNDATION LINE 6 K 0.040 CLEAR ANODIZED BREAK METAL TO MATCH STOREFRONT @ JAMB & HEAD BY CURTAINWALL CONTR. (2"x2") 2" RIGID INSULATION, TAPED JOINTS 1/2" DENSGLASS ALUMINUM COMPOSITE PANEL ANGLE TO VERTICAL STRAPPING, ACM RIVET TO ANGLE. #3 OR #4 BLIND RIVET TO MATCH PANEL. 5/8" GWB TO JAMB PERIMETER CAULK BY PAINTER, TYPICAL ALL DOORS AND WINDOWS CURTAINWALL JAMB, BACKER ROD & CAULK BY CURTAINWALL CONTRACTORJAMB STUD FASTEN TO HEADER ABOVE WITH CLIP ANGLE FULL HEIGHT STUD WALL 3 5/8" FURROUT STUD FRAMING CECO COLUMN BATT INSULATION BETWEEN STUDS VAPOR BARRIER, INSIDE STUD FRAMING 7 3/8" VIF 1' - 9 1/4" TO R.O.VIF 6 3/4" 7/8" FACE OF FOUNDATION 9" 6 0.040 CLEAR ANODIZED BREAK METAL TO MATCH STOREFRONT @ JAMB & HEAD BY CURTAINWALL CONTR. (2"x2" ANGLE SHAPE) 2" RIGID INSULATION, TAPE ALL JOINTS ALUMINUM COMPOSITE PANEL ANGLE TO VERTICAL STRAPPING, ACM RIVET TO ANGLE. #3 OR #4 BLIND RIVET TO MATCH PANEL. 5/8" GWB TO JAMB PERIMETER CAULK BY PAINTER, TYPICAL ALL DOORS AND WINDOWS CURTAINWALL JAMB, BACKER ROD & CAULK BY CURTAINWALL CONTRACTOR 2x10, RIPPED TO SIZE, AS REQUIRED AT PERIMETER OF STOREFRONT 3 5/8" FURROUT STUD FRAMING CECO COLUMN NOTCH FURROUT AROUND COLUMN AS REQUIRED METAL STUD FRAMING VAPOR BARRIER, INSIDE STUD FRAMING, TO EXTERIOR FACE OF WOOD BLOCKING VERTICAL STRAPPING AS REQUIRED BY ACM INSTALLER BATT INSULATION, CAVITY 11 1/2" VIF FOUNDATIONLINE7/8" 3 GWB WRAP OPENING, PAINT METAL STUD FRAMING, SEE WALL TYPE DRYWALL CORNER BEAD, TYPICAL DRYWALL SOFFIT W/ METAL STUD HEADER ABOVE PRINTER & FAX SHELF @ 35" A.F.F. W/ CABINETS BELOW WALL MOUNTED CABINETS ABOVE 7 3/8"7 J .050 ALUM. EDGE FLASHING, MATCH METAL PANEL, RETURN 3" INTO BLOCK CAULK JOINT ACM PANEL AND EXTRUSION METAL STUD FRAMING 1/2" DENSGLASS RIGID INSULATION, WRAP CORNER, TAPE AND SEAL JOINTS BATT INSULATION, FILL ALL CAVITIES 5/8" GWB END GWB CECO 8 3/4" OPEN CEE CHANNEL TO FINISH FLOOR CECO COLUMN FND. LINEI 1 VAPOR BARRIER, CONTINUOUS, TAPE JOINTS 3 5/8" FURROUT 5/8" GWB FURROUT AS REQUIRED @ COLUMN 6" METAL STUD W/ BATT INSULATION VAPOR BARRIER, CONTINUOUS, BYBASS COLUMN 2X6 BLOCKING AT STOREFRONT JAMB STOREFRONT OFFICE WINDOW & DOOR, SEE PLAN 5/8" GWBB6 FOUNDATION LINE E LINER PANEL 2x WOOD JAMB FRAMING 3/4" PLYWOOD J TRIM 2" SHUTTER DOOR TRACK ANGLE AT PANEL TERMINATION CECO FRAMING EDGE OF TECH COUNTER, STAINLESS STEEL BREAK METAL WRAP OPENING METAL PANEL SS DESK BELOW LINER PANEL 2x WOOD JAMB FRAMING 3/4" PLYWOOD, PAINT TO MATCH PANELS WHERE EXPOSED J TRIM 2" SHUTTER DOOR TRACK J TRIM LINER PANEL CECO FRAME EDGE OF TECH COUNTER BREAK METAL WRAP OPENING 1 VERTICAL CECO PANELS J TRIM TO MATCH CECO PANELS 8 3/4" OPEN CEE TO TERMINATE GIRTS, PAINT FACE GRAY WHERE EXPOSED LINE OF CECO GIRT WALL CECO INTERIOR (CONTINUOUS INSULATION) METAL PANELS METAL STUD CAVITY, SEE WALL TYPE. AIR & MOISTURE BARRIER FACED INSULATION, CONTINUOUS PAST GIRTS, TAPE & SEAL ALL JOINTS TAPE EDGE OF INSULATION TO VERTICAL C CHANNEL 1/2" DENSGLASS BATT INSULATION BETWEEN STUDS RIGID INSULATION,TAPE JOINTS VERTICAL METAL STRAPPING ACM METAL TRIM ACM PANEL CAULK JOINT MEMBRANE FLASHING, EXTRUDED ACM TRIM TO C CHANNEL FOUNDATIONLINESHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A1.7PLAN DETAILSPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 3" = 1'-0"1 DETAIL @ RYTEC DOOR JAMB 3" = 1'-0"2 DETAIL AT STOREFRONT DOOR JAMB 3" = 1'-0"6 CURTAINWALL JAMB DETAIL 3" = 1'-0"3 CURTAINWALL & FURROUT AT COLUMN 3" = 1'-0"4 DETAIL AT OPENING 3" = 1'-0"7 OUTSIDE CORNER @ SERVICE DRIVE 3" = 1'-0"10 EXTERIOR WALL @ COLUMN 3" = 1'-0"8 FRAMED OPENING- TECH COUNTER 3" = 1'-0"9 FRAMED OPENING @ TECH COUNTER 3" = 1'-0"5 Callout @ WALL TRANSITION DATEDESCRIPTION01-11-13ISSUED FOR BID02-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION06-11-13ISSUED FOR CONSTRUCTION REVISON Service T.O.F SLAB 150' - 0" 4 6 7325 HEG-15 ENTRANCE GATEWAY, METAL PANELS AND DOOR CONTINUE BEHIND, SEE PLAN FOR LOCATION. PROVIDE POWER TO SIGN HYUNDAI SILVER METAL PANELS HYUNDAI BLUE METAL PANELS 1 A3.1 2 A3.1 12' - 0 1/4"ACM FACE WIDTH 2' - 5 1/2"OUT OF FRAME 15' - 0" 2' - 4"FIN OPENING. 15' - 0"20' - 1" FIN. OPENING 15' - 0" 2' - 4"FIN OPENING 15' - 0" PANEL EDGE AT STOREFRONT TO FND. 2' - 3 1/2" 2' - 2"13' - 10"16' - 0"PARAPET CAP W/ 4" FACE AND DRIP EDGE. MATCH PANEL COLOR BELOW 2' - 8" FIN. OPENING 11' - 0" 2' - 1" 3' - 4" 7" 19' - 8"89' - 4"9' - 6"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"3' - 5 1/2" 44' - 8"44' - 8"PARAPET CAP W/ 4" FACE AND DRIP EDGE. MATCH PANEL COLOR BELOW HYUNDAI SILVER METAL PANELSRETURN ACM AROUND CORNERTOP OF WOOD BLOCKING24' - 6"A2.1 5 1 BEYOND GATEWAY 2 A4.2 1 A4.2 3 A4.2 5 A4.2 FACE OF FOUNDATION, FACE OF STUD 15' - 0"KEY DROP BOX ON PEDESTAL 4 A4.2 109' - 0" 1 25A 25B TOP OF METAL STUD FRAMING24' - 3"POWER TO SIGN, 120 V, 20 AMP HYUNDAI BLUE ACM PANELS OVER PLYWOOD, METAL FRMAING AND CECO STEEL FRAMING, SEE SECTIONSEE ELEVATION #6, THIS SHEET FOR FRAMING LOCATIONS)2' - 7 1/2"9' - 10"17' - 1"7' - 9"2' - 1"12' - 5 1/2"2' - 7 1/2"2' - 7 1/2" POWER TO SIGNAGE, 120 V, 20 AMP HYUNDAI SIGNAGE BY AGI, PROVIDE POWER TO SIGN LOCAITION SILVER METAL PANELS CECO- MSP WALL PANEL ABCDEFHJKLIG BLUE METAL PANELS, WRAP CORNER TO EDGE OF VERTICAL CECO PANEL ACM METAL PANELS TO WRAP CORNER, CONTINUE REVEAL TO EDGE OF VERTICAL CECO PANEL. PROVIDE ACM EDGE TRIM CAULKED JOINT AT CMU & METAL PANEL TRANSITION BY ACM INSTALLER PERIMETER J TRIM TO MATCH CECO PANEL METAL PANEL BOX ELEMENT BEYOND AGI FREE STANDING ELEMENT BEYOND, SEE STRUCTURE FOR FOUNDATION BLUE PARAPET CAP TO TURN CORNER GUTTER TO DOWNSPOUTS BY ROOFER METAL PARAPET CAP TO MATCH PANELS LINE OF SINGLE SLOPE ROOF TO GUTTERS AT REAR OF BUILDING 19' - 11 1/2"4' - 6 1/2"3' - 6 1/4"T.O. PARAPET BLOCKING24' - 6"4' - 0"T.O. CURTAINWALL15' - 0"4 A3.1 3 A4.3 ROOF HATCH GUARD RAIL AND LADDER UP BEYOND METAL PARAPET TO MATCH PANELS 2' - 6 1/4"15' - 0"2' - 8"9' - 4"1' - 5 3/4" FACE OF PANEL DIMENSIONS15' - 0"SCORED CMU KICKWALL GREY TO 4'-0"28' - 0 1/4"26B 26A ACM CECO 2A 4' - 0"42' - 5 3/4"42' - 5 3/4"40' - 0"9' - 0 1/2" EQ EQ T.O.F SLAB 150' - 0" 13' - 10"2' - 2" SILVER METAL PANELS 15' - 0"CECO- MSP WALL PANEL A B C D E F H K LI 3 A3.1 15' - 0" R.O.2' - 8"15' - 0" R.O.2' - 4 1/4"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"16' - 0"12' - 0 1/4"PARAPET CAP, MATCH ACM PANEL, FURNISH BY ACM, FAB INSTALL BY ROOFER PARAPET CAP, MATCH CECO PANEL, FAB, FURNISH & INSTALL BY ROOFER. GAS METER FIRE DEPT. KEY 'KNOX' BOX W/ STROBE ABOVE FIRE DEPT. CONNECTION LINE OF SINGLE SLOPE ROOF LINE TO GUTTER AT REAR OF BUILDING HYUNDAI GATEWAY BEYOND GUTTER TO DOWNSPOUTS STOREFRONT WINDOWS, (TYP OF 3 ) W/ CENTER HORIZONTAL MULLION 4 A3.1 3' - 4 3/8" 1 A4.3 2 A4.3 ROOF HATCH GUARD RAIL & LADDER UP( 10' MIN. FROM ROOF EDGE) 5 A4.3 16' - 0"COL. LINE FACE OF FOUNDATION, FACE OF STUD 4' - 0"13' - 0"3' - 6"4' - 6" SCORED CMU KICKWALL GREY TO 4'-0"28' - 0 1/4"TOP OF BLOCKING19' - 11 1/2"TOP OF WOOD BLOCKING24' - 6"26D 26C 23 22A 21D 21C X03 X02 X01 2B2C ACMCECO HYUNDAI BLUE BOX ACM PANELS W/ SIGNAGE SURFACE MOUNTED. ACM PANELS OVER PLYWOOD & MOISTURE BARRIER, STUD FRAMING AND CECO STEEL. PROVIDE RIGID INSULATION BLOCKING AT SIGNAGE LOCATIONS. (SEE ELEVATION #6, THIS SHEET FOR FRAMING LOCATIONS (SIMILAR, MIRROR)) SIGNAGE BY AGI. PROVIDE POWER TO 24"X24" INTAKE LOUVER 13"X13" EXHAUST FAN 4' - 0"2' - 8"7' - 0"8' - 1 5/8"7' - 0"8' - 0"44' - 0"ALIGN CL OF DOOR 21C 467 3 25 CECO- MSP WALL PANEL SCORED CMU KICKWALL GREY TO 4'-0" 1 A3.1 1 1/4" PER 1'-0" SLOPED TPO MEMBRANE ROOFING OVER 5" RIGID INSULATION AND METAL B DECK, MEMBRANE TO OVER PARAPET BLOCKING AT FRONT AND SIDE WALLS GUTTER TO DOWNSPOUTS TO MATCH METAL PANEL BY ROOFER, PER MANUFACTURER REQUIREMENTS 20' - 6 1/2"METAL PARAPET CAP, TO MATCH PANELS, BY ROOFER BOX ELEMENT BEYOND, AT FRONT OF BUILDING FRONT WALL PARAPET BEYOND DOWNSPOUTS BY ROOFER, MATCH GUTTER, SEE SITE FOR CONNECTIONS TO STORMWATER MANAGEMENT SYSTEM SINGLE SLOPE ROOFING MEMBRANE ALUMINUM THROUGH WALL FLASHING & ROOFING MEMBRANE TO BEHIND 'BOX ELEMENT' BY ROOFER BOLLARDS ROOF HATCH, GUARD RAIL AND LADDER UP BEYOND, BY ROOFER 4' - 0"14' - 5 7/8"EQEQEQEQEQEQEQEQEQEQEQEQ STOREFRONT WINDOWS (3'X7') IN CECO FRAMED OPENINGS (TYP OF 6 AT REAR WALL) X04 X05 X06 X07 X08 X09 BACK SIDE OF ALL PARAPETS, ROOFER PROVIDE 1-1/2" RIGID POLYISO W/ PLYWOOD OVER TO UNDERSIDE OF PARAPET BLOCKING BACK SIDE OF ALL PARAPETS, CARPENTER PROVIDE 1/2" DENSGLASS TO UNDERSIDE OF BLOCKING, SEAL ALL JOINTS 34' - 5"32' - 8" T.O.F SLAB 150' - 0" 43 4' - 4 1/2"11' - 4"4' - 4 1/2" 4' - 10 1/4"4' - 10 1/4" 1 10' - 2 5/8"7' - 0"T.O.F SLAB 150' - 0" 1 5 A4.2 3' - 6"3' - 10"3' - 10"3' - 10" 1' - 0" TUBE STEEL BY CECO WIND BEAM BY CECO 5' - 0"16' - 6"21' - 6"12' - 0 1/4"METAL STUD FRAMING ATTACHED TO CECO STEEL, SEE SECTION SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A2.1EXTERIOR ELEVATIONSPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 1/8" = 1'-0"1 WEST/ FRONT ELEVATION 1/8" = 1'-0"4 SOUTH/ RIGHT SIDE ELEVATION 1/8" = 1'-0"3 NORTH/ LEFT SIDE ELEVATION 1/8" = 1'-0"2 EAST/ REAR ELEVATION 1/8" = 1'-0"5 Callout of WEST/ FRONT ELEVATION 1/8" = 1'-0"6 FRAMING ELEVATION DATEDESCRIPTION01-11-13ISSUED FOR BID01-23-13ISSUED FOR BID ADDENDUM 102-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION06-11-13ISSUED FOR CONSTRUCTION REVISON08-01-13ISSUED FOR CONSTRUCTION REVISION09-17-13ISSUED FOR CONSTRUCTION REVISION T.O.F SLAB 150' - 0" J K LI CURTAINWALL SYSTEM BEYOND COLUMN FURROUT GYP. SOFFIT CURTAINWALL SYSTEM BEYOND CLOUD ELEMENT BEYOND, HUNG FROM STRUCTURE ABOVE SHOWROOM 2 SALES MGR 4 VESTIBULE 1 T.O.F SLAB 150' - 0" 46 3 25 1 FURROUT METAL FRAMING W/ GWB OVER. PAINT. WRAP COLUMNS, TYP.WRAP COLUMNS, TYP.TILE BASE, TYP. MATCH FLOOR FINISH CURTAINWALL SYSTEMCURTAINWALL SYSTEM CURTAINWALL SYSTEM CURTAINWALL SYSTEM SLIDER DOOR WITH TRANSOME ABOVE 1A ENTRY VESTIBULE FURROUT METAL FRAMING , GWB, PAINT SOFFIT ABOVESOFFIT ABOVE SOFFIT ABOVE SOFFIT ABOVE SOFFIT GWB, PAINT T.O.F SLAB 150' - 0" KL I1 A4.3 2 A4.3 GWB, PAINT GWB SOFFIT GWB SOFFIT CURTAINWALL BEYOND STOREFRONT GLASS CEILING, ALIGH WITH EXTERIOR MULLIONS 2C DOOR BEYOND CURTAINWALL BEYOND GYP. SOFFIT T.O.F SLAB 150' - 0" T.O. FRAMING 174' - 3" 4 6325 1 A3.1 ALIGN GWB OPENING, PAINT 1 ACT CEILING BUTT GLAZING, TYPICAL @ INTERIOR STOREFRONT OPENING TO LOUNGE OPENING TO HALL GWB TO 1' ABOVE CEILING, PAINT, TYPICAL 15' - 8"7' - 6"8' - 11 5/8"16' - 8 3/8"3' - 6 1/2"4' - 0"7 1/4"9' - 2 1/4"1' - 0 7/8"8' - 6 3/4"8 7/8"9' - 3"1' - 9 1/4" 7 6 5 3 COLUMN FURROUT BEYOND GWB SOFFIT RETURN TO CURTAINWALL LIGHT FIXTURES CECO BEAMCECO GIRTS METAL B DECK RIGID INSULATION MEMBRANE ROOFING PARAPET NOT SHOWN. SEE SECTIONS LAMINATE COUNTER PAINT GWB 7 A4.4 5' - 4" T.O.F SLAB 150' - 0" 651 A3.1 MAX.2' - 10"1' - 3"2' - 6"2' - 6" SOLID SURFACE COUNTER TOP LAMINATE STAINLESS STEEL TRASH SLOT RING 4"SOLID PANEL GLASS GWB OPENING DUPLEX OUTLET (2) STOREFRONT MULLION WATER BUBBLER BY OWNER, PROVIDE POWER 3' - 0"1' - 3" WATER LINE FOR COFFEE MAKER T.O.F SLAB 150' - 0" MICROWAVE SHELF, LAMINATE LAMINATE CABINETS W/ 1 SHELF OWNER EQUIPMENT, PROVIDE OUTLETS/ POWER AS REQUIRED. COORDINATE LAMINATE COUNTERTOPS W/ BACKSPLASH BRUSHED STAINLESS STEEL HARDWARE (TYP.) STAINLESS SINK W/ PADDLE LEVERS LAMINATE BASECABINETS W/ ADJUSTABLE SHELVES AND TOP DRAWERS(FAUX DRAWER AT SINK), TOE KICK GFI OUTLETS, (2) 2' - 6"1' - 3" 1' - 3" 1' - 3"1"2' - 6"2' - 10"4"1' - 3" 1' - 3" 1' - 3" 1' - 3" 1' - 3"1" 6' - 4" 2 3/8"5' - 8 1/2"SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A2.2INTERIOR ELEVATIONSPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 1/4" = 1'-0"2 SHOWROOM ELEV.- SOUTH WALL 1/4" = 1'-0"1 SHOWROOM ELEV. - WEST WALL 1/4" = 1'-0"3 SHOWROOM ELEV.- NORTH WALL 1/4" = 1'-0"4 SHOWROOM ELEV. -EAST WALL 1/4" = 1'-0"5 LOUNGE- COFFEE COUNTER 1/4" = 1'-0"6 BREAK ROOM ELEVATION DATEDESCRIPTION01-23-13ISSUED FOR BID ADDENDUM 102-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION06-11-13ISSUED FOR CONSTRUCTION REVISON09-17-13ISSUED FOR CONSTRUCTION REVISION10-08-13ISSUED FOR CONSTRUCTION REVISION10-11-13ISSUED FOR CONSTRUCTION REVISIONSEE A 4. 4 F O R E L E V A TI O N S T.O.F SLAB 150' - 0" T.O. FRAMING 174' - 3" ABCDEFHKLI 4 A3.1 A5.1 3 A5.1 5 A5.1 1 A5.2 6 LOUNGE 8 SERVICE WRITE-UP 15 SERVICE MGR 17 SERVICE 26 SHOWROOM 2 1 A4.3 2 A4.3 HOSE REELS, MOUNTED BY D.S. HOSE REELS UNISTRUT FROM PURLIN ABOVE (TYP. AT ALL HOSE REELS) CLOUD ELEMENT 8' - 0"LINER TO 1'-0" A.F.CGWB, WRAP OPENING GWB TO 1'-0" AF.C. ROOF HATCH WITH GUARD CMU WALL- 48" HIGH WITH SLOPED CAP, PAINT, SEE SPEC. CMU WALL BEYOND, 8' HIGH, PAINT, SEE SPEC. EMERGENCY SHOWER & EYEWASH STATION SLIDING WINDOWOUTLETS ABOVE FILE DRAWERS, COORDINATE WITH OWNER EQUIPMENT 26C 26D SUSPENDED LIGHTING IN WASH BAYS BEYOND 2C KEY CABINET, RECESSED IN WALL, COORDINATE W/ COUNTER/ CABINETS PAINT EXPOSED CMU, SEE SPEC PAINT EXPOSED STRUCTURE, SEE SPEC. COMPUTER BAR LAMINATE W/ PRIVACY SKIRT, VERTICAL SUPPORTS FROM FLOOR AS REQUIRED3' - 6"T.O.F SLAB 150' - 0" T.O. FRAMING 174' - 3" EFHJG 15' - 10"CECO WIND BEAM STUD WALL FRAMING, ATTACH TO CECO EAVE STRUT & WIND BEAM, TYP. METAL PARAPET CAP, FURNISH BY ACM. INSTALL BY ROOFER 1/4" / 12" CECO GIRT WALL W/ LINER PANELS TO 1' BEYOND CEILING, BOTH SIDES GWB PARTITION FULL HEIGHT UNDERSIDE OF PURLINS. PROVIDE SLIP TRACK DETAIL CECO BEAM BEYOND RYTEK OVERHEAD DOOR PAINTER PAINT OPENING PERIMETER SOLIDSOLIDSOLID SOLID SOLID GLASSGLASSGLASS GLASS GLASS SLIDING DOOR FRP TO TOP OF MULLION, PROVIDE PERIMETER TRIM WHERE ABUTING MULLIONS, FLOOR, GWB ETC... CECO BASE J TRIMSTEEL MOUNTING PLATE @ EDGE OF DOOR MEMBRANE ROOFING OVER 5" RIGID INSULATION OVER ROOF DECK, OVER PURLINS CEILING SYSTEM, SEE RCP FOR LAYOUT VIF W/ WALL LOCATIONS 35' - 0" R.O. 7' - 0"4 3/4"18' - 0"4 1/2"9' - 2 3/4" 9' - 10" ANGLE OR UNISTRUT HUNG FROM STRUCTURE TO BELOW CEILING INSPECTION CAMERAS (2) BY D.S.- MOUNTED TO ANGLE FROM ABOVE. GWB, PAINTED TO SURROUND DOOR TO WINDBEAM 17A 15 SERVICE DRIVE 25 SERVICE 26 FRP W/ SS. CORNER GUARD 3' - 1"7' - 10"25B CECO PURLIN CLOSURE, FULL LENGTH OF SERVICE DRIVE SLOPE SLAB TO TRENCH DRAIN CECO EAVE STRUT & CLIP PAINT VAPOR RETARDER OVER STUD FRAMING T.O.F SLAB 150' - 0" 2 TEL/DATA/COMPRESSOR 8' - 6 7/8" 1 ANNUNCIATOR PANEL BEYOND F.D. SPRINKLER CONNECTION TEL/ DATA 28 PARTS RACKING 27 PARTS 21 SPRINKLER 22 MAIN, RUN AS REQUIRED FOR SPRINKLER SYSTEM, SEE FIRE PROTECTION DRAWINGS JANITORS SINK BEYOND & DRAIN TO SEWER CONNECTION WATER HEATER. SEE ELCTRICAL & PLUMBING REQUIREMENTS CONDENSATE LINE FROM COMPRESSOR ROOM, BY DEALER SOLUTIONS, FOLLOW WALL TO JANITORS SINK BELOW RA3-1 CECO ANGLE 5/8" PLYWOOD MEMBRANE ROOFING OVER PARAPET, OVER 2" RIGID POLY ISO INSULATION, 1/2" DENSGLASSS METAL PARAPET CAP, BY ROOFER CECO CL200 CLIP W (4) 1/2" A325 BOLTS CECO CHANNEL WOOD BLOCKING, BY ROOFER, SEE PARAPET DETAIL MEMBRANE ROOFING OVER INSULATION AND METAL B DECK CECO PURLINS SUSPENDED LIGHT FIXTURE, MIN 8' A.F.F. CECO RAFTER DOOR BEYOND TO COMPRESSOR RM FIXTURE, FLUSH MOUNT, MIN 7' CLEAR 22B PSK INSULATION GIRT W/ CLIP TO CECO 'DOG EAR' FRAMING WALL PANEL CECO PANELS 2" INSULATED (R15) TO DECK ABOVE CECO INTERIOR INSULATED PANEL TO FLOOR FRP FULL HEIGHT BEHIND SINK AND WATER HEATER, WRAP CMU WALL, 5' ON PARTS WALL CECO END WALL DOG EAR W/ PANEL BYPASS KNOX BOX METAL JOIST FRAMING OVER SPRINKLER ROOM, TANK ROOM AND ELECTRICAL ROOM 5 A3.1 6 A3.1 29 175 PSI WILKINSZURN6 DRAINTOCCSLU 1' - 6" STROBE FLOOR DRAIN T.O.F SLAB 150' - 0" T.O. FRAMING 174' - 3" 467 3 25 1 A3.1 TEL/DATA/COMPRESSOR 8' - 6 7/8" 2 A3.1 1 SLOPED CONC.CAP HOSE REELS, HUNG FROM STRUCTURE ABOVE. AB TO PROVIDE ANGLE IRON TO BELOW CEILING NOTE, LINER PANEL IN PARTS FULL HEIGHT TO DECK LINER PANEL TO 1'-0 A.F.C. 22B21B X12 25A SERVICE 26 COMPRESSOR 29 TANK RM 23 HATCH AND LADDER, PAINT GUARDRAIL TECH COUNTER IN OPENING w/ STAINLESS STEEL TOP PAINT CMU, SEE SPEC. OH DOOR BEYOND 25B FRP FULL HEIGHT, (3) WALLS IN HALL COILING ROLL UP DOORCECO ALUMINUM TRIM AT OUTSIDE CORNER TO WRAP OPENING CECO ALUMINUM BREAK METAL TRIM, WRAP OPENING FLOOR JOIST FRAMING STUD WALL TO JOISTS. CECO GIRTS ABOVE B4A C5 C3 BOX ELEMENT BEYOND METAL PANEL BOX ELEMENT BYEOND T.O.F SLAB 150' - 0" E TEL/DATA/COMPRESSOR 8' - 6 7/8" 2 3/8" ALIGN WITH WALL BEYOND 3/4" F.R.T. PLYWOOD METAL JOIST FRAMING 5/8" GYPSUM CEILING 2x2x6x16 GA CLIP ANGLE FASTEN TO BLOCK 8" MASONRY UNIT, TOP COURSE BOND BEAM GROUT SOLID METAL RIM JOIST B4A COLUMN BEYOND GWB WRAP TO CMU. CAULK JOINT8' - 0"E TEL/DATA/COMPRESSOR 8' - 6 7/8" METAL PANEL HORIZONTAL STRAPPING METAL STUD FRAMING JOIST FRAMING J TRIM TERMINATION OVER DOOR WRAP AROUND METAL FRAME F.R.T. 3/4" PLYWOOD 5/8" GYP. CEILING 5/8" GWB DOOR HEADER PER FRAMING DRAWINGS CRIPPLE STUDS METAL LINER PANEL SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A3.1BUILDING SECTIONS (1)PROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 1/8" = 1'-0"1 BUILDING SECTION 1/4" = 1'-0"2 SECTION @ SERVICE DRIVE 1/4" = 1'-0"3 SECTION @ SPRINKLER ROOM 1/8" = 1'-0"4 SECTION THRU SERVICE TOWARD FRONT OF BUILDING 3/4" = 1'-0"5 WALL SECTION DETAIL 3/4" = 1'-0"6 WALL SECTION DETAIL 2 DATEDESCRIPTION01-11-13ISSUED FOR BID01-23-13ISSUED FOR BID ADDENDUM 102-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION06-11-13ISSUED FOR CONSTRUCTION REVISON08-01-13ISSUED FOR CONSTRUCTION REVISION08-20-13ISSUED FOR CONSTRUCTION REVISION 5/8" TAPED & FINISHED GYP. WALL BOARD 5/8" TAPED & FINISHED GYP. WALL BOARD 3 1/2" SOUND BATT INSULATION 3 5/8" X 20 GA. MTL. STUDS 16" O.C. 5/8" TAPED & FINISHED GYP. WALL BOARD 5/8" TAPED & FINISHED GYP. WALL BOARD 6" BATT INSULATION 6" X 20 GA. MTL. STUDS 16" O.C. 5/8" TAPED & FINISHED GYP. WALL BOARD 1/2" FIRE RETARDANT PLYWOOD BLOCKING 3 1/2" SOUND BATT INSULATION 5/8" TAPED & FINISHED GYP. WALL BOARD 3 5/8" X 20 GA. MTL. STUDS 16" O.C. 5/8" TAPED & FINISHED GYP. WALL BOARD 1/2" FIRE RETARDANT PLYWOOD BLOCKING 3 1/2" SOUND BATT INSULATION 5/8" TAPED & FINISHED GYP. WALL BOARD 3 5/8" X 20 GA. MTL. STUDS 16" O.C. 5" 7 1/4" 6" 5/8" TAPED & FINISHED GYP. WALL BOARD 5/8" TAPED & FINISHED GYP. WALL BOARD 6" BATT INSULATION 6" X 20 GA. MTL. STUDS 16" O.C. 7 3/4" 1/2" FIRE RETARDANT PLYWOOD BLOCKING 5/8" TAPED & FINISHED GYP. WALL BOARD 5/8" TAPED & FINISHED GYP. WALL BOARD 6" BATT INSULATION 6" X 20 GA. MTL. STUDS 16" O.C. 8 1/4" 1/2" FIRE RETARDANT PLYWOOD BLOCKING 1/2" FIRE RETARDANT PLYWOOD BLOCKING 6" BATT INSULATION 5/8" TAPED & FINISHED GYP. WALL BOARD 6" X 20 GA. MTL. STUDS 16" O.C. 24 GA. MSP METAL PANEL COLD FORMED STEEL ZEE GIRT 4" PSK FACED FIBERGLASS INSULATION 26 GA. METAL LINER PANEL 26 GA. LINER PANEL COLD FORMED STEEL ZEE GIRT 4" PSK FACED FIBERGLASS INSULATION TYPE A1 TYPE A2 TYPE A3 TYPE A4 TYPE B1 TYPE B2 TYPE B3 TYPE B4 TYPE C1 TYPE C2 TYPE C4 5/8" TAPED & FINISHED GYP. WALL BOARD 3 1/2" SOUND BATT INSULATION 3 5/8" X 20 GA. MTL. STUDS 16" O.C. 4 1/4" 8 1/2" 24 GA. MSP EXTERIOR METAL PANEL COLD FORMED STEEL ZEE GIRT 4" PSK FACED FIBERGLASS INSULATION 2" THICK INSULATED METAL PANEL (c.i. =R-15), CONTINUOUS INSULATION FROM SLAB TO ROOF DECK. SEAL ALL PENETRATIONS. TYPE C3 8 1/2" TYPE D1 8" REGULAR CMU, PAINT. SEE SPEC. 6 5/8" 26 GA. METAL LINER PANEL HORIZONTAL 8 1/2" TYPE C5 TYPE D2 8" REGULAR CMU, PAINT, SEE SPEC. CONC. SLOPED TOP SEE PLAN & SECTIONS FOR HEIGHTSSEE PLAN & SECTIONS FOR HEIGHTS 6" BATT INSULATION, FILL CAVITY. 5/8" TAPED & FINISHED GYP. WALL BOARD TO ABOVE FINISH CEILING. SEE SECTIONS 1/2" DENSGLASS, TAPED JOINTS, AIR BARRIER TYPE B6 6 5/8"2 1/2" 2" (R-10.8) RIGID EXTRUDED POLYSTYRENE INSULATION, TAPED JOINTS AND PENETRATIONS FOR CONTINUOUS MOISTURE BARRIER 2" ACM WALL PANELS, RAINSCREEN SYSTEM W/ 1/2" REVEAL FACE OF FOUNDATION FACE OF FDN 6" BATT INSULATION 5/8" TAPED & FINISHED GYP. WALL BOARD 6" X 20 GA. MTL. STUDS 16" O.C. TYPE B5 7 1/8" 26 GA. METAL LINER PANEL HORIZONTAL TYPE C5a C5a= REMOVE LINER FROM ONE SIDE PROVIDE .050 ALUM. BASE FLASHING TO FACE OF DENSGLASS, FLASH WITH FLEXIBLE SELF SEALING FLASHING TAG SIDE TAG SIDE TAG SIDE TAG SIDE 6 Mil. POLY VAPOR RETARDER (FIRE RETARDANT) 8" SINGLE SCORED COLORED CMU TO 4'-0", PAINT WHERE EXPOSED, SEE SPEC. 8" SINGLE SCORED COLORED CMU TO 4'-0", PAINT WHERE EXPOSED, SEE SPEC. GALVANIZED METAL STRAPPING, HORIZONTAL, AS REQUIRED AT METAL PANEL JOINTS. BY ACM INSTALLER VERTICAL STRAPPING AS REQ'D. BY ACM 6" X 18 GA. MTL. STUDS 16" O.C. 2" 7/8" AIR SPACE BASE TRIM TERMINATION BASE TRIM TERMINATION 1/2" PLYWOOD 1" MIN.NOT USEDB4A -18 GA. HORIZONTAL STRAPPING @ 18" O.C. B4A- 26 GA. METAL LINER PANEL VERTICAL TYPE B4A ADD HORIZONTAL STRAPPING, LINER PANELS VERTICAL TO ALIGN WITH ADJACENT WALL PANELS 26 GA. METAL LINER PANEL TO 1' ABV. CLNG 8" CMU TO 8'-0", PAINT WHERE EXPOSED, SEE SPEC. TOP COURSE GROUT SOLID, TYP. PANEL BASE J TRIM TERMINATION 8" METAL FLOOR JOIST, AS REQUIRED. 3/4" F.R.T PLYWOOD 5/8" GYPSUM WALL BOARD, PAINT 3-5/8" METAL FRAMING, 16" O.C. 7/8" FURRING HAT CHANNEL, HORIZONTAL, 2' O.C. 6" METAL RIM JOIST ON CLIP ANGLE, FASTEN DIRECTLY TO MASONRY TOP COURSE 2X SILL PLATE ANCHOR BOLT, 2' O.C. BATT NOISE INSULATE BETWEEN STUDS 5/8" GYPSUM CEILING WALL TO DECK FOUNDATION LINE FOUNDATION LINE *HEIGHT= 1'-0" ABOVE FINISH CEILING, UNLESS NOTED OTHERWISE *HEIGHT= 1'-0" ABOVE FINISH CEILING, UNLESS NOTED OTHERWISE *HEIGHT= 1'-0" ABOVE FINISH CEILING, UNLESS NOTED OTHERWISE HEIGHT= VAIRES, 1'-0" A.F.C. OR TO DECK HEIGHT= VAIRES, 1'-0" A.F.C. OR TO DECK HEIGHT= FULL HEIGHT TO TOP OF PARAPET. INTERIOR GWB HEIGHT VARIES PER CEILING. VAPOR RETARDER FULL HEIGHT, CONTINUOUS *HEIGHT= 1'-0" ABOVE FINISH CEILING, UNLESS NOTED OTHERWISE *HEIGHT= 1'-0" ABOVE FINISH CEILING, UNLESS NOTED OTHERWISE *HEIGHT= 1'-0" ABOVE FINISH CEILING, UNLESS NOTED OTHERWISE *HEIGHT= 1'-0" ABOVE FINISH CEILING, UNLESS NOTED OTHERWISE HEIGHT= FULL HEIGHT TO TOP OF PARAPET. INTERIOR LINER TO DECK OR 1'-0" A.F.C AS NOTED HEIGHT= FULL HEIGHT TO TOP OF PARAPET. INTERIOR TO UNDERSIDE OF DECK. HEIGHT= FULL HEIGHT DECK SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A4.1TYPICAL WALL TYPE DETAILSPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009DATEDESCRIPTION01-11-13ISSUED FOR BID01-23-13ISSUED FOR BID ADDENDUM 102-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT06-11-13ISSUED FOR CONSTRUCTION REVISON08-20-13ISSUED FOR CONSTRUCTION REVISIONREVISION: ADDED NOTES FOR HEIGHTS AND FOUNDATION LOCATION FOR EACH WALL WHERE APPLICABLE T.O.F SLAB 150' - 0" T.O. FRAMING 174' - 3" L RAFTER BEYOND PURLINS EAVE STRUT PORTAL FRAME COLUMN WIND BEAM ACT CEILING MEMBRANE ROOFING OVER 5" RIGID INSULATION OVER 1 1/2" B DECK PARAPET WITH METAL CAP TO MATCH PANELS BELOW PORTAL FRAME GWB & FURROUT FRAMING TO 1'-0" ABOVE CELING STOREFRONT GLASS CEILING, ALIGH WITH EXTERIOR MULLION HYUNDAI ELEMENT BY OTHERS 6" METAL STUD FRAMING 6" BATT INSULATION BETWEEN STUDS 1/2" DENS GLASS. AIR BARRIER, SEAL ALL JOINTS RIGID INSULATION, MOISTURE BARRIER, SEAL ALL JOINTS ALUMINUM COMPOSITE PANEL RAINSCREEN SYSTEM 1/2" REVEAL JOINTS GYPSUM, POLYISO INSULATION & PLYWOOD TO UNDERSIDE OF BLOCKING 9"TOP EAVE STRUT STUD FRAMING CLIP TO CECO STRUCTURE 1/4" / 12" VAPOR RETARDER, TAPE AND SEAL ALL JOINTS T.O.F SLAB 150' - 0" T.O. FRAMING 174' - 3" L A5.1 3 Sim A5.1 5 A5.1 1 24' - 3"3' - 0"3' - 0"3' - 0"3' - 0"3' - 0"1' - 5 1/2" T.O. STEEL1/4" / 12" CLIP TO CECO FRAMING 16' - 0"VAPOR RETARDER, TAPE AND SEAL ALL JOINTS T.O. FRAMING 174' - 3" L HYUNDAI BOX ELEMENT BEYOND METAL STUD FRAMING, CLIP TO COLUMN AS REQUIRED TO ABOVE CEILING GWB OVER FRAMING, BOX OUT COLUMN TO ABOVE CEILING WIND BEAM CECO COLUMN CECO RAFTER CECO PURLINS METAL B DECK RIGID ROOF INSULATION ROOFING MEMBRANE METAL PARAPET CAP, FURNISH METAL BY ACM INSTALLER, FAB & INSTALL BY ROOFER CECO EAVE STRUT 1/4" / 12" 6 A2.1 VAPOR RETARDER, TAPE AND SEAL ALL JOINTS T.O. FRAMING 174' - 3" L HYUNDAI BOX RAINSCREEN ACM PANELS (3) 2XBLOCKING STUD FRAMING TO TOP STUD PROVIDE BLOCKING WITHIN WALL AS REQUIRED MEMBRANE FLASHING OVER CAP BY ROOFER .050 ALUM. THRU WALL FLASHING UP 8" MIN. BEHIND BOX ELEMENT PANEL BY ROOFER A5.1 4 FURROUT SOFFIT W/ GWB COLUMN BEYOND RAFTER BRACKING BACK TO PURLINS AS REQUIRED WIND BEAM CL @ 16'-6" AFF. ACT CEILING FIXTURE AS SCHEDULED ROOFING MEMBRANE , INSULATION, B DECK FIRE RETARDANT PLYWOOD BY CARPENTER BOX HEADER WALL FRAMING BRACING BACK TO CECO STRUCTURE, PROVIDE REACTIONS 12'-0 1/4", SEE ELEVATIONS1/4" / 12"9" T.O. EAVE STRUT5' - 0"2' - 4 5/8" 2' - 2" 2' - 0" ACM PANEL BLUESKIN VAPOR PERMIABLE SELF ADHERED MEMBRANE 5/8" PLYWOOD ACM CAP 3x3 14 GA. ANGLE @ TOP OF EACH TUBE STEEL TUBE STEEL BY CECO 3 5/8" METAL STUD FRAMING WIND BEAM CL @ 21'-6" AFF. 2" 5/8" 3 5/8" 1' - 4 1/8"3 5/8"9" 2' - 6 7/8" VAPOR RETARDER, TAPE AND SEAL ALL JOINTS L MULLIONS AS REQUIRED, MAX GLASS PANEL GWB BEYOND GLASS PANEL GLASS PANEL TRANSOME AUTO SLIDING DOORS GWB SOFFIT, RETURN TO SLIDING DOOR MULLION OVER METAL CEILING JOISTS DOOR ANGLE TRIM, ACM BASE FLASHING 3 5/8" STUD FRAMING, 16" O.C. TO 1' ABOVE CEILING. BRACE TO FRONT STUD FRAMING AS REQUIRED. BASE TO MATCH STOREFRONT STOREFRONT BASE MULLION 3 5/8" STUD BRACE BACK TO WALL 8" BOX HEADER OVER DOOR 2x WOOD BLOCKING NAILER, PERIMETER OF DOOR SPRINKLER HEAD, COORDINATE W/ F.P. RECESSED FIXTURE BEYOND, SEE RCP ACT CEILING 5/8" GWB TO 1'-0" ABOVE CEILING VAPOR RETARDER, INSIDE FACE OF STUD 6" STUD FRAMING, BATT INSULATION 1/2" DENSGLASS SHEATHING, TAPED JOINTS 2" EXTRUDED RIGID INSULATION/ MOISTURE BARRIER ACM PANEL A5.2 2 A5.2 1 METAL JOIST TO CECO COLUMNS BOTH SIDES, COORDINATE WITH HVAC DIFFUSER3' - 1 1/4"1/2"6' - 1 1/4"1/2"2' - 11 1/4"1/2"1' - 9 1/8"10' - 2 5/8"1/4" / 12"9" T.O. EAVE STRUTHVAC DIFFUSERS, INTO SOFFIT HYUNDAI GATEWAY ELEMENT BY AGI 9' - 10"12' - 5 1/2"7'-0" MIN. CLEAR VAPOR RETARDER, INSIDE FACE OF STUD SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A4.2WALL SECTIONSPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 3/4" = 1'-0"2 SECTION THRU PORTAL FRAME 3/4" = 1'-0"1 FRONT WALL THRU CURTAINWALL 3/4" = 1'-0"3 SECTION THRU FRONT @ FURROUT 3/4" = 1'-0"5 SECTION THRU BOX ELEMENT 3/4" = 1'-0"4 SECTION THRU VESTIBULE DATEDESCRIPTION01-11-13ISSUED FOR BID02-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION06-11-13ISSUED FOR CONSTRUCTION REVISON T.O.F SLAB 150' - 0" 1 TYP. WIND BEAM FOR WALL ATTACHMENT 16'-0" TO CENTER 6" 20 GA. METAL STUDS @ 16" O.C. W/ 6" BATTS MEMBRANE ROOFING (OVER PARAPET TO FACE OF LOWER BLOCKING) CECO ROOF PURLINS PURLINS W/ CECO EDGE ANGLE 8 1/2" BACK FROM FACE OF FDN ALUMINUM COMPOSITE MATERIAL (ACM) PANELS (DRY SEAL SYSTEM) 1/2" DENSGLASS, TAPE ALL JOINTS TO PROVIDE CONTINUOUS AIR BARRIER 5/8" PLYWOOD RAFTER 5/8" GWB CONC. SLAB, SEE STRUCTURAL ACOUSTICAL CEILING -SEE ROOM FIN. SCHEDULE METAL FURRING TO WRAP COLUMNS, TO WINDOW MULLIONS METAL PARAPET CAP TO MATCH ACM PANELS FAB & INSTALL BY ROOFING CONTR. FURNISH BY ACM CONTR. CECO COLUMN TO BELOW SLAB. SEE STRUCTURAL. RIGID INSULATION, MOISTURE BARRIER, TAPE JOINTS 1 1/2" POLYISO INSULATION 2x WOOD BLOCKING 5" RIGID INSULATION OVER B DECK STUD FRAMING ATTACH TO PURLIN ANGLE STUD FRAMING ATTACH TO WIND BEAM GRADE, 3" BELOW TOP OF SLAB, VERIFY WITH SITE GRADES ANGLE CLIP TO ATTACH STUD WALL TO CECO FRAMING ANGLE CLIP (SLIP) TO WIND BEAM 16' - 6" CL OF WIND BEAMVAPOR RETARDER TO INSIDE FACE OF STUD FRAMING, TAPE AND SEAL ALL JOINTS T.O.F SLAB 150' - 0" T.O. FRAMING 174' - 3" 1 ACM METAL PANEL 1/2" DENSGLASS EXTRUDED RIGID INSULATION LINE OF ACM BEYOND, SEE JAMB FLASHING DETAIL 6" 18 GA. METAL STUDS @ 16" O.C. W/ 6" BATTS 5/8" GWB BEYOND, RETURN TO CURTAINWALL MULLION. ACOUSTIC CEILING -SEE ROOM FIN. SCHEDULE 3 5/8" 20 GA. METAL STUDS @ 16" O.C. W/ 5/8" GWB, PAINT CLIPS TO WIND BEAM CECO WIND BEAM PERIMETER SEALANT BY PAINTER, TAPE OFF PERIMETER TO PROVIDE 1/4" BEAD. A5.1 3 Sim A5.1 1 A5.2 5 CECO RAFTER CECO PURLINS W/ ANGLE CLIP TO STUD FRAMING METAL B DECK, ROOF INSULATION, MEMBRANE (UP PARAPET OVER BLOCKING) OVER CECO PURLINS METAL PARAPET CAP OVER BLOCKING VIF CURTAINWALL ROUGH OPENING15' - 0"VAPOR RETARDER, INSIDE FACE OF STUD FRAMING, TAPE AND SEAL ALL JOINTS COLUMN FURROUT BEYOND T.O. FRAMING 174' - 3" 7 1-1/2" RIGID POLYISO INSULATION 5/8" PLYWOOD WOOD BLOCKING METAL PARAPET CAP BY ROOFING CONTRACTOR, MATCH METAL PANELS CECO EXTERIOR PANEL CECO HORIZONTAL GIRTS CECO 'DOG EAR' FRAMING AT COLUMNS TO SUPPORT PARAPET CECO ANGLE (RA3-1) CECO RAFTER SLAB ON GRADE. ( SEE FOUNDATION PLANS) PANEL BASE TRIM PSK FACED INSULATION REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION WALLS AND FOOTING SIZES, (TYPICAL) MEMBRANE ROOFING OVER PARAPET CAP PURLINS METAL B DECK CECO INSULATED PANEL TO UNDERSIDE OF ROOF DECK ANGLE ACT CEILING, SEE SCHEDULE CMU, SCORED, PAINTED, SEE SPEC. CECO CHANNEL 1/2" DENSGLASS RIGID POLYISO INSULATION FACED BATT INSULATION CECO INSULATED PANEL TO FLOOR T.O.F SLAB 150' - 0" T.O. FRAMING 174' - 3" A TOP CMU4' - 0"8 1/2" GIRT WALL WITH 4" PSK INSULATION, R-13 8" SINGLE SCORED, PAINTED CMU BLOCK PER SPEC. W/ REINFORCING MEMBRANE ROOF, 5" RIGID INSULATION OVER B DECK RAFTER BEYOND ACT CEILING CECO COLUMN BEYOND A5.2 6 GUTTER TO DOWNSPOUT BY ROOFING CONTRACTOR BLOCKING BY ROOFER CECO STRUTS AT COLUMN CECO PURLINS CECO BASE TRIM CECO INSULATED METAL PANEL, R-15, FULL HEIGHT CECO BYPASS GIRTS SEE STRUCTRUAL FOR FOUNDATION AND SLAB DETAILS CECO BYPASS GIRTS CECO EXTERIOR WALL PANEL PARAPET WALL BEYOND PARAPET CAP BEYOND PARAPET END CAP ALUM. END WALL CAP TO MATCH METAL WALL PANEL MEMBRANE WALL, LAP MEMBRANE OVER ALUM. END CAP T.O.F SLAB 150' - 0" T.O. FRAMING 174' - 3" 1 A5.2 4 A5.2 3 1/2" DENSGLASS GWB RETURN TO STOREFRONT METAL STUD FRAMING W/ BATT INSULATION 5/8" GWB, WRAP TO MULLION VAPOR BARRIER BASE FLOORING ACM PANEL STOREFRONT INSULATED HEADER, TYPICAL 2X WOOD BLOCKING GWB TO ABOVE CEILING 1/2" PLYWOOD 1 1/2" RIGID POLYISO INSULATION 1/2" DENSGLASS (1) 2x 12 WOOD BLOCKING (2) 2x 8 WOOD BLOCKING, RIP 1 TO 6" STUD TOP TRACK ALUM. PARAPET CAP ACM PANEL RIGID EXTRUDED INSULATION 1/2" DENSGLASS BATT INSULATION, FILL CAVITY, TO UNDERSIDE BLOCKING CECO PURLIN CECO BEAM CECO ANGLE, END OF B DECK METAL B DECK CLIP TO BEAM AS REQUIRED CENTER MULLION (3) WINDOWS, SEE ELEVATION SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A4.3WALL SECTIONSPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 3/4" = 1'-0"1 SIDE WALL @ ACM 3/4" = 1'-0"2 SIDE WALL AT ACM & CURTAINWALL 3/4" = 1'-0"3 SIDEWALL AT CECO PANEL & CMU 3/4" = 1'-0"4 SECTION @ REAR WALL 3/4" = 1'-0"5 SECTION @ SIDE WALL STOREFRONT DATEDESCRIPTION01-11-13ISSUED FOR BID02-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT06-11-13ISSUED FOR CONSTRUCTION REVISON 2' - 4" L2 COUNTER TOP L2 COUNTER TOP11 3/4" 3 1/4" 1 1/4"MAX.3' - 0"6"OPEN L1 VERTICAL DIVIDER AT SHELVES3 1/2"2 1/2"L2 COUNTER TOP ADJUSTABLE SHELVING, LAMINATED- L2 ADP CASH DRAWER (FURNISHED BY OWNER) 4.3" H X 15.25" D 3' - 6"3' - 0"GROMMET F TOE KICK BASEL1- INSTALLED W/ GRAIN VERTICAL L2- HORIZONTAL GRAIN LINES L2 COUNTERTOP 2 1/2"4 1/2"2 1/2"1' - 10 1/2"4"1 A4.4 2 A4.4 STOREFRONT WINDOW BEYOND PAINT FRAMES, TYPICAL, PAINT OR STAIN DOORS, TYPICAL. SEE SCHEDULE MAX.3' - 0"3 1/2"2 1/2"3' - 6"5' - 9" T.O.F SLAB 150' - 0" E SHUTTER DOOR HOOD SHUTTER DOOR JAMB TRACK CECO C GIRT S.S. CLAD COUNTERTOP LAMINATED ADJUSTABLE SHELVES 3/4" LAMINATE. CLAD FRONT PANEL 6" BREAK METAL TRIM AROUND PERIMETER , TO MATCH METAL PANEL 3/4" PLYWOOD BLOCKING, PAINT TO MATCH PANEL LINER PANEL ABOVE CECO HORIZONTAL GIRT ALL EXPOSED SURFACES TO BE LAMINATED 3' - 6"4' - 4"COUNTER BEYOND T.O.F SLAB 150' - 0" STAINLESS STEEL TECH COUNTER LAMINATE CABINTET BELOW W ADJUSTABLE SHELVES 8' - 0"3' - 6"T.O.F SLAB 150' - 0" 4 A4.4 5' - 3"2' - 0"3' - 6"LAMINATE CABINET W/ ADJUSTABLE SHELVES 6' - 0" SHUTTER STAINLESS STEEL COUNTER T.O.F SLAB 150' - 0" H I LAMINATE COUNTER & FRONT BAND L2 L1 L2 2 1/2"4 1/2"2 1/2"L2 3' - 6"1' - 2" PAINT GWB TILE BASECARPET BASE2 1/4"4" GWB WRAP SOFFIT HEADER METAL STUD FRAME WALL BLOCKING 2 3/4" BLOCKING NEW WINDOW 4' - 2"3' - 0"7' - 2"DESKS AND FILING CABINETS BY OTHERS I 7' - 2"1' - 10"2' - 10"2' - 6"2' - 6"2' - 6"4"1 1/4"2"4"LAMINATE COUNTER & BACKSPLASH- L2 LAMINATE- L1 LOWER CABINETS LAMINATE- L1 UPPER CABINETS (2) DUPLEX OUTLETS w/ DATA LAMINATE L1- CROWN MOLDING SOFFIT TOE KICK 3 1/2"OPERABLE DRAWERS W/ BRUSHED PULLS L-1 LAMINATE ADJUSTABLE SHELVING TYP. ALL CABINETS T.O.F SLAB 150' - 0" I 3/4" 1' - 8 1/4" L1 LAMINATE PRIVACY SKIRT L2 LAMINATE COUNTER TOP & FACE 1' - 4"1 1/2"4"2" L1 LAMINATE SUPPORT LEGS COUNTER TOP DATA AND POWER OUTLET, INTALLED BY ELECTRICAL CONTRACTOR, COORDINATE GROMET LOCATION CHAMFER EDGE W 1/2" RADIUS 6 5 3' - 6"2' - 0 1/2"2' - 9 5/8"2' - 9 5/8"2' - 9 5/8"2' - 9 5/8"2' - 9 5/8"2' - 9 5/8"1' - 4"9 A4.4 T.O.F SLAB 150' - 0" HG 1' - 0 7/8" 2' - 0 1/8" 8" 2' - 0 3/4"2' - 0 3/4" 8"2' - 0 1/8"2' - 8 7/8"3' - 5 1/2"3' - 9 5/8"2' - 4 3/4"T.O.F SLAB 150' - 0" F 1 A4.4 2 A4.4 ADP CASH DRAWER 18.81"Wx 15.5"D x 4.3" H 1' - 6 7/8" (3) ADJUSTABLE SHELVES, L2 L1 VERTICAL SUPPORT2 1/2"3' - 6"4' - 1"3' - 0"SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A4.4INTERIOR WALL SECTIONS & ELEVATIONSPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 3/4" = 1'-0"1 SECTION @ RETAIL PARTS COUNTER 3/4" = 1'-0"2 SECTION @ RETAIL PARTS COUNTER (2) 3/4" = 1'-0"3 ELEVATION @ RETAIL PARTS COUNTER 3/4" = 1'-0"4 TECH COUNTER SECTION 1/2" = 1'-0"6 TECH COUNTER ELEVATION 2 1/2" = 1'-0"5 TECH COUNTER ELEVATION 1 DATEDESCRIPTION01-11-13ISSUED FOR BID02-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION10-08-13ISSUED FOR CONSTRUCTION REVISION10-24-13TV WALL ELEVATION, BUSINESS OFFICE11-06-13MILLWORK CLARIFICATIONS 3/4" = 1'-0"7 SALES COUNTER 1/2" = 1'-0"8 HALL A- MILLWORK 1/2" = 1'-0"9 COMPUTER COUNTER SECTION 1/2" = 1'-0"10 COMPUTER COUNTER ELEVATION 1/4" = 1'-0"11 TV WALL ELEVATION 3/4" = 1'-0"12 RETAIL PARTS COUNTER ELEV- REAR 0.050 ALUMINUM FLASHING, MATCH FRAME, (1-1/4"x1-1/4") CAULK AND SEAL PERIMETER. PROVIDE PUNCHED WEEPS @ 1'-0" O.C. BY CURTAINWALL INSTALLER. FLEXIBLE TAPE FLASHING TO RIGID INSULATION ACM PANEL, EXTRUSION, SPLINE, BASE TRIM TO MATCH PANEL, FLASH OVER FASTNERS TO INSULATION W/ BUTYL TAPE, PER INSULATION MANUFACTURER REQUIREMENTS 2" RIGID INSULATION. TAPE ALL VERTICAL JOINTS. TAPE ALL HORIZONTAL JOINTS EXCEPT IMMEDIATELY ABOVE CURTAINWALL AND BASE OF WALL CURTAINWALL FRAME INTERIOR GWB RETURN, PAINT. SEALANT TO FRAME INTERIOR STUD FRAMING 6" METAL STUD FRAMING, HEADER AS REQUIRED. INSULATION BETWEEN STUDS, SPRAY FOAM FILL STUD CAVITIES VAPOR BARRIER, INSIDE FACE OF STUDS 2x10 BLOCKING (RIPPED TO 8 1/2", VIF) 1/2" DENSGLASS, TAPE ALL JOINTS 7/8" 6" WIDE BUTYL FLASHING TAPE ADHERED TO DENSGLASS, WRAP OVER BLOCKING TO FACE OF CURTAINWALL FLASHING ANGLE, HOLD SHORT OF CORNER OF ANGLE BY 1/4" TO 1/2".FACE FND = FACE OFINSULATIONACM PANEL (4mm) COLOR AS SELECTED 0.050 ALUM. FLASHING TO MATCH CURTAINWALL (1-1/4"x 1-1/4") W/ PUNCHED WEEPS @ 1'-0" O.C. 3/8" CAULK JOINT W/ BACKER ROD KAWNEER 1600 CURTAINWALL (2 1/2" x 7 1/2" FRAME, 1" GLAZING) 2" EXTRUDED INSULATION, R-10 MIN. CONTINUOUS INSULATION W/ TAPED JOINTS (CONTINUSOUS MOISTURE BARRIER) ACM BASE TRIM AND EXTRUSION 5/8" GWB RETURN @ CURTAINWALL PERIMETER. CORNER BEAD, TAPE, SAND, PAINT, TYP. BEAD CAULK TO GLAZING FRAME BY PAINTER. 5/8" GWB, TO 12" ABOVE CEILING TILE, PAINT 3-5/8" METAL STUD W/ BASE TRACK, FASTEN TO WALL STUDS. TERMINATE AT WINDBEAM ABOVE, MIN. 12" A.F.C. CEILING AS SCHEDULED BATT INSULATION R-19 MIN. BETWEEN STUDS POLY 6 MIL. VAPOR RETARDER OVER METAL STUDS TO PERIMETER OF WINDOW, CONTINUOUS, TAPE ALL JOINTS FURROUT WALL BEYOND FURROUT WALL BEYOND 3-5/8" METAL STUD HORIZONAL SUPPLEMENTAL FRAMING CECO WIND BEAM METAL STUD FRAMING @ 16" O.C. GALVANIZED METAL STRAPPING, CONTINUOUS AS REQUIRED AT METAL PANEL JOINTS, FASTENERS MIN. 1" THROUGH STUDS SEE DETAIL #2 THIS SHEET FOR FLASHING TAPE METAL FRAMED BOX HEADER AS REQUIRED, W/ BATT INSULATION IN CAVITY 1/2" DENSGLASS SHEATHING, TAPED JOINTS TO PROVIDE CONTINUOUS AIR BARRIER 2x10 WOOD BLOCKING, CONTINUOUS AT WINDOW HEAD (RIPPED AS REQUIRED) ACM JAMB FLASHING 7/8" T.O.F SLAB 150' - 0" GRADE OR WALK, SLOPE AWAY FROM BUILDING CONCRETE FOUNDATION WALL CAULK & BACKER ROD AT BASE BY CURTAINWALL INSTALLER, INTERIOR & EXTERIOR, TYP. MULLION BASE, SEE CURTAINWALL & WINDOW SCHEDULE CURTAINWALL GLAZING 7 1/2" 8" 1 1/2"1 1/2"0.050 ALUMINUM BASE TRIM AT CURTAINWALL, UPTURN ENDS LAP BEHIND VERTICAL JAMB ANGLE FLASHING. JAMB FLASHING TAB TO DEPTH OF CHAMFER. UPTURN BACK SIDE OF FLASHING. 7/8" 3/8" 2" CHAMFER INSULATION/ SLAB TO FOUNDATION WALL THERMAL BREAK, UNDER STUD, CURTAINWALL, PERIMETER OF WALL FACE OF FOUNDATION L ALUM. FLASHING, OVER DENSGLASS, TAPE W/ SELF SEALING FLASHING, SEE DETAIL #2 THIS SHEET CURTAINWALL SYSTEM HYUNDAI BOX ELEMENT PANEL 1/2" DENSGLASS W/ TAPED JOINTS RIGID INSULATION, TAPED 5/8" PLYWOOD GWB, PAINTED GWB CORNER BEAD, MIN 2" RETURN, SPACKLE, PAINT. 6" MTL. STUD FRAMING BATT INSULATION BETWEEN STUDS BOX HEADER AS REQUIRED, SUPPORT FOR OVER CURTAINWALL AND TO SUPPORT BOX ELEMENT, INSULATE VAPOR BARRIER 2x10 BLOCKING (RIPPED TO SIZE) 3 5/8" 3 5/8" METAL STUD FRAMING, FASTEN TO HEADER BLUESKIN FACE OF FOUNDATION= FACE OF INSULATION T.O. FRAMING 174' - 3" L ACM EXTRUSION, BACKER ROD & CAULK JOINT 2" RIGID EXTRUDED INSULATION (R-10) W/ TAPED JOINTS TO PROVIDE MOISTURE BARRIER 0.050 ALUMINUM PARAPET CAP, PAINTED, OVER CONTINUOUS CLEAT, FASTENERS PER SMACNA, BACK UP PLATE AT JOINTS, 10' O.C. RING NAIL @ MEMBRANE TO BLOCKING, OVERLAP TAPE AT EXTRUDED INSULATION EDGE METAL B DECK, RIGID INSULATION, ROOFING MEMBRANE OVER PURLINS EAVE STRUT (BY CECO) METAL STUD FRAMING, BATT INSULATION BETWEEN STUDS, TIE INTO CECO STRUCTURAL WIND BEAM & STRUTS METAL STRAPPING AT PANEL JOINTS, FASTEN TO STUD FRAMING 1/2" DENSGLASS SHEATHING, TAPE AND SEAL ALL JOINTS TO PROVIDE AIR BARRIER VAPOR BARRIER, CONTINUOUS 1 1/2" RIGID POLYISO TO UNDERSIDE OF BLOCKING 1/2" PLYWOOD TO UNDERSIDE BLOCKING MEMBRANE OVER PARAPET CAP BLOCKING ALUMINUM PARAPET CAP FASTENER W/ NEOPRENE GASKET METAL STUD CLIP ATTACH TO CECO EAVE STRUT FACE OF FOUNDATION = FACE OF INSULATION SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A5.1EXTERIOR SECTION DETAILSPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 3" = 1'-0"2 CURTAIN WALL JAMB DETAIL 3" = 1'-0"3 CURTAINWALL HEAD DETAIL 3" = 1'-0"1 CURTAINWALL SILL DETAIL 3" = 1'-0"4 WINDOW HEAD @ BOX ELEMENT DETAIL 3" = 1'-0"5 FRONT WALL PARAPET CAP DETAIL DATEDESCRIPTION01-11-13ISSUED FOR BID01-23-13ISSUED FOR BID ADDENDUM 102-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION06-11-13ISSUED FOR CONSTRUCTION REVISON L 1 1/4"x 3-1/4", 0.050 ALUMINUM HEAD TRIM TO MATCH DOOR FRAME. FLASH W/ SELF SEALING FLASHING. 8" UP WALL. ACM PANEL, EXTRUSION AND BASE SPLINE WITH WEEPS. BACKER ROD AND CAULK JOINT 1/2" DENSGLASS SLIDING DOOR TRANSOME HEAD 2X WOOD BLOCKING 0.050 MIN. ALUMINUM HEAD FLASHING TO MATCH DOOR (2x3/4") GYPSUM BOARD SOFFIT METAL FRAMING METAL STRAPPING BY ACM INSTALLER 2" RIGID INSULATION, TAPE ALL JOINTS FOR CONTINUOUS MOISTURE BARRIER, EXCEPT AT DOOR HEAD 1/2" DENSGLASS, TAPE AND SEAL ALL JOINTS ACM PANEL EDGE BEYOND ACM JAMB FLASHING BEYOND, ALIGN WITH HEAD FLASHING 6" BUTYL TAPE FLASHING OVER DOOR TRIM, TO FACE OF DENSGLASS HVAC DIFFUSER IN SOFFIT COLUMN LINE = FACE OF FOUNDATION= FACE OF INSULATION A GUTTER TO DOWNSPOUTS BY ROOFER, PER SMACNA. FLASH AS REQUIRED BY ROOFING MANUFACTURER TO MAINTAIN WARRANTY. CECO MSP METAL PANEL, SEE ELEVATION, TO UNDERSIDE OF METAL ROOF DECK W/ 4x3 ALUMINUM ANGLE CLOSURE (3) 2X6WOOD BLOCKING & AT ROOF EDGE, CONTINUOUS, BY ROOFER. CECO EAVE STRUT & STRUCTUAL FRAMING HORIZONTAL CECO ZEE GIRT MEMBRANE EDGE STRIP IN OVER DRIP EDGE, LAP INTO GUTTER MEMBRANE ROOFING & RIGID INSULATION OVER METAL B DECK, LAP OVER EDGE TO FACE OF CECO PANEL 1" MIN. 2" MAX., V.I.F. PSK INSULATION EAVE STRUT CLIP @ COLUMNS PSK INSULATION CECO METAL CLOSURE W/ SPRAY FOAM INSULATION CECO INSULATED PANEL (c.i.) R-15 1 1/4" 3 7/8"3/4"5"6" 9" METAL TRIM BY ROOFER, FASTEN TO BLOCKING ABOVE ACM PANEL W/ EXTRUSION TRIM TO MATCH PANEL, WEEP AS REQUIRED 2"x 2" - 0.050 ALUM. ANGLE TRIM, BY CURTAINWALL CONTRACTOR & JAMB FLASHING STOREFRONT SYSTEM GWB RETURN TO FRAME, PAINT, PROVIDE BEAD OF SILICONE CAULK AROUND PERIMETER BOX HEADER, INSULATED 5/8" GWB TO 1' ABOVE CEILING VAPOR BARRIER, FULL HEIGHT ACT, SEE RCP 2x BLOCKING @ WINDOW PERIMETER ACM JAMB FLASHING/ TRIM BUTYL FLASHING TAPE OVER STRAPPING, FASTENER & EXTRUSION TAPE AND SEAL ALL JOINTS EXCEPT AT WINDOW HEADS EXTRUDED RIGID INSULATION BUTYL TAPE OVER WINDOW HEAD ANGLE FLASHING TO FACE OF DENSGLASS, TYPICAL METAL STUD FRAMING W BATT INSULATION ACM JAMB TRIM & PANEL BEYOND 2"x 2" ANGLE, 0.050 ALUM. SILL FLASHING STOREFRONT SYSTEM, SHIM AS REQUIRED 5/8" GWB, PAINTED 1/2" DENS GLASS, TAPED JOINTS VAPOR BARRIER, FACE OF INSULATION TO UNDER STOREFRONT RIGID INSULATION, TAPED JOINTS ALUMINUM COMPOSITE PANEL RAINSCREEN SYSTEM PT WOOD BLOCKING, STOREFRONT PERIMETER 5/8" GWB RETURN, PAINTED, CALUK BEAD PERIMETER OF WINDOW 6" METAL STUD FRAMING W/ BATT INSULATION WATERPROOFING MEMBRANE, WRAP WINDOW TO OVER RIGID INSULATION METAL STRAPPING BY ACM INSTALLER T.O.F SLAB 150' - 0" L ALUM. DOOR JAMB FLASHING BEYOND 8" THRESHOLD, AAB COMPLIANT SLIDING DOOR ACM PANEL RETURN, JAMB TERMINATION SLIDING DOOR ALUMINUM JAMB TRIM CONCRETE FOUNDATION WALL R-10 RIGID INSULATION, TAPER TO 1/2" AT TOP OF SLAB, MIN. 2' VERTICAL CONCRETE SLAB WALK OFF MATS CAULK THRESHOLD OF DOOR TO CONCRETE T.O. FRAMING 174' - 3" 1 FACE FASTENER W/ NEOPRENE GASKET, 12" O.C., MAX. FIELD HEM AS REQUIRED. COORDINATE WITH MANUFACTURE REQUIREMENTS PARAPET CAP, THICKNESS PER SMACNA, MIN 0.040, SEE ELEVATION FOR COLOR. MATERIAL PROVIDED BY ACM CONTRACTOR, FAB & INSTALL BY ROOFER TPO MEMBRANE, ADHERED. OVER PARAPET TO FACE OF LOW BLOCKING WELDED SPLICE, FASTENER TO DECK BELOW, 3" SEAM PLATE PER MANUFACTURER 5" RIGID ROOF INSULATION OVER METAL B DECK ANGLE CLIP BY STUD WALL CONTRACTOR, TO ATTACH METAL STUD WALL TO CECO FRAMING CECO PURLINS ACM PANELS ACM CAULK JOINT PERIMETER OF PANEL RIGID INSULATION, TAPE JOINTS TO PROVIDE MOISTURE BARRIER DENSGLASS, TAPED JOINTS FOR AIR BARRIER WOOD BLOCKING (1) 2x12 (2)2x8 (ONE RIPPED TO 6") METAL STUD FRAMING BATT INSULATION 1/2" DENSGLASS, TAPED SEAMS TO ROOF DECK B6 1/2" PLYWOOD OVER 1-1/2" POLYISO INSULATION BY ROOFER 2" SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A5.2EXTERIOR SECTION DETAILS (2)PROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 6" = 1'-0"2 DETAILTHRU VESTIBULE DOOR HEAD 3" = 1'-0"6 GUTTER & REAR EDGE DETAIL 3" = 1'-0"4 STOREFRONT HEAD DETAIL 3" = 1'-0"3 STOREFRONT SILL @ CMU DETAIL 6" = 1'-0"1 DETAIL THRU VESTIBULE DOOR SILL 3" = 1'-0"5 ROOF PARAPET SIDE WALL DETAIL DATEDESCRIPTION01-11-13ISSUED FOR BID02-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION06-11-13ISSUED FOR CONSTRUCTION REVISON SEE SCHEDULE SEE SCHEDULEEXTERIOR WINDOW TYPE A 7' - 2" R.O.DOOR TYPE 1 3' - 0"7' - 0"2"10"3 1/2" 5' - 4"7' - 2" R.O.VARIES 3' - 3" DOOR TYPE 2 3' - 0"7' - 0"4 1/2"3' - 4" 2"2" DOOR TYPE 610"7' - 2" R.O.3' - 0"7' - 0"3' - 4" DOOR TYPE 3 7' - 2" R.O.3' - 0"7' - 0"3' - 4" DOOR TYPE 4A 7' - 2" R.O.6' - 0"7' - 0"6' - 4" DOOR TYPE 5 'FS''FX''FS''FX'4 1/8"1' - 0 5/8"7 1/2"7' - 0"11' - 4"9' - 0 1/4"CECO PASS DOOR CECO PAIR PASS DOOR FIRE RATED METAL DOOR ON HOLLOW METAL FRAME INTERIOR STOREFRONT DOOREXTERIOR STOREFRONT DOORSLIDER W/ FOLD IN/ BREAK OUT & TRANSOME SEE SCHEDULE SEE SCHEDULETYPE B- INTERIOR SLIDER WINDOW 2" HOLLOW METAL FRAME DAISY TOP MOUNTED TRACK, 1/4" GLAZING 1/2 GLASS OR NARROW LITE WHERE NOTED, SEE SCHEDULE TRANSOME ELECTRICAL 7' - 2" R.O.OR 3'-6" 3' - 0"7' - 0"OR 3'-10" 3' - 4" DOOR TYPE 4 SOLID CORE WOOD DOOR ON HOLLOW METAL FRAME *NOTE: VERIFY ROUGH OPENING WITH SPECIFIC FRAME TYPES AS SHOWN ON SUBMITTALS SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A6.1DOOR & WINDOW SCHEDULESPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 NEW DOOR SCHEDULE MARK TO ROOM TYPE SIZE SIZE SIZE DESCRIPTION FRAME MATERIAL FIRE RATING INSULATION Hardware Hardware Hardware Hardware GLAZING COMMENTSWIDTHHEIGHTTHICKNESSHARDWARE SET HANDLE HINGES SPECIAL HARDWARE 1 VESTIBULE 1 11' - 0"7' - 8"0' - 1 3/4"BI-PARTING/ SLIDING DOOR ALUM. STOREFRONT NONE NO MORTISE LOCKSET & THUMB TURN/ BREAKOUT/ KEYED SENSOR, BOTH SIDES SLIDER SENSOR BOTH SIDES FULL THERMAL BREAK, WEATHERSEAL, AAB THRESHOLD 1A VESTIBULE 1 10' - 11"7' - 8"0' - 1 3/4"BI-PARTING/ SLIDING DOOR ALUM. STOREFRONT NONE NO MORTISE LOCKSET & THUMB TURN/ BREAKOUT SENSOR, BOTH SIDES SLIDER SENSOR, BOTH SIDES FULL THERMAL BREAK, WEATHERSEAL, AAB THRESHOLD 2A SHOWROOM 3 3' - 0"7' - 0"0' - 1 3/4"SINGLE SWINGING ALUMINUM NONE 2B SHOWROOM 3 4' - 6"7' - 0"0' - 1 3/4"SINGLE SWINGING ALUMINUM ALUM. STOREFRONT NONE NO MORTISE LOCKSET & THUMB TURN, PROP OPEN PUSH/PULL 1 1/2 PAIR CLOSER FULL 2C SHOWROOM 3 3' - 6"7' - 0"0' - 1 3/4"SINGLE SWINGING ALUMINUM ALUM. STOREFRONT NONE NO MORTISE LOCKSET & THUMB TURN, PROP OPEN PUSH/PULL 1 1/2 PAIR CLOSER FULL 3 SHOWROOM 3 3' - 0"7' - 0"0' - 1 3/4"SINGLE SWINGING ALUMINUM ALUM. STOREFRONT NONE NO MORTISE LOCKSET & THUMB TURN PUSH/PULL 1 1/2 PAIR CLOSER FULL 5 SHOWROOM 3 3' - 0"7' - 0"0' - 1 3/4"SINGLE SWINGING ALUMINUM ALUM. STOREFRONT NONE NO MORTISE LOCKSET & THUMB TURN PUSH/PULL 1 1/2 PAIR CLOSER FULL 6 INTERNET 3 3' - 0"7' - 0"0' - 1 3/4"SINGLE SWINGING ALUMINUM ALUM. STOREFRONT NONE NO MORTISE LOCKSET & THUMB TURN PUSH/PULL 1 1/2 PAIR CLOSER FULL 7 F & I 3 3' - 0"7' - 0"0' - 1 3/4"SINGLE SWINGING ALUMINUM ALUM. STOREFRONT NONE NO MORTISE LOCKSET & THUMB TURN PUSH/PULL 1 1/2 PAIR CLOSER FULL 9 WOMEN'S 4 3' - 0"7' - 0"0' - 1 3/4"SOLID CORE BIRCH SINGLE HOLLOW METAL, WRAP AROUND NONE NO NA PUSH/PULL 1 1/2 PAIR CLOSER NONE 10 MEN'S 4 3' - 0"7' - 0"0' - 1 3/4"SOLID CORE BIRCH SINGLE HOLLOW METAL, WRAP AROUND NONE NO NA PUSH/PULL 1 1/2 PAIR CLOSER NONE 11 OFFICE 4 3' - 0"7' - 0"0' - 1 3/4"SOLID CORE BIRCH SINGLE HOLLOW METAL, WRAP AROUND NONE NO LOCKSET LEVER 1 1/2 PAIR CLOSER NONE 12 OFFICE 4 3' - 0"7' - 0"0' - 1 3/4"SOLID CORE BIRCH SINGLE HOLLOW METAL, WRAP AROUND NONE NO LOCKSET LEVER 1 1/2 PAIR CLOSER NONE 13a BUSINESS OFFICE 4 3' - 0"7' - 0"0' - 1 3/4"SOLID CORE BIRCH SINGLE HOLLOW METAL, WRAP AROUND NONE NO LOCKSET LEVER 1 1/2 PAIR CLOSER NONE 13b BUSINESS OFFICE 4 3' - 6"7' - 0"0' - 1 3/4"SOLID CORE BIRCH DOOR HOLLOW METAL, WRAP AROUND NONE NO W561 CLASSROOM LOCKSET LEVER 1 1/2 PAIR NONE NONE 13c BUSINESS OFFICE 4 3' - 6"7' - 0"0' - 1 3/4"SOLID CORE BIRCH DOOR HOLLOW METAL, WRAP AROUND NONE NO W561 CLASSROOM LOCKSET LEVER 1 1/2 PAIR NONE NONE 15 SERVICE DRIVE 1 9' - 10"7' - 8"0' - 1 3/4"BI-PARTING/ SLIDING DOOR ALUM. STOREFRONT NONE NO MORTISE LOCKSET & THUMB TURN NONE SLIDER SENSOR, BOTH SIDES FULL 17A SERVICE DRIVE 3 3' - 0"7' - 0"0' - 1 3/4"SINGLE SWINGING ALUMINUM ALUM. STOREFRONT NONE NO MORTISE LOCKSET & THUMB TURN PUSH/PULL 1 1/2 PAIR CLOSER FULL 18 LOCKER 4A 3' - 0"7' - 0"0' - 1 3/4"METAL DOOR HOLLOW METAL, WRAP AROUND NONE NO NA PUSH/PULL 1 1/2 PAIR CLOSER NONE 19A BREAK ROOM 4 3' - 0"7' - 0"0' - 1 3/4"SOLID CORE BIRCH SINGLE HOLLOW METAL, WRAP AROUND NONE NO NA PUSH/PULL 1 1/2 PAIR CLOSER HALF GLASS 20A BREAK ROOM 4A 3' - 0"7' - 0"0' - 1 3/4"METAL DOOR HOLLOW METAL, WRAP AROUND NONE NO NA PUSH/PULL 1 1/2 PAIR CLOSER HALF GLASS 21A RETAIL PARTS 4 3' - 0"7' - 0"0' - 1 3/4"SOLID CORE BIRCH SINGLE HOLLOW METAL, WRAP AROUND NONE NO LOCKSET LEVER 1 1/2 PAIR CLOSER NARROW LITE 21B PARTS 5 3' - 6"7' - 0"0' - 1 3/4"CECO EXTERIOR PAIR DOOR CECO METAL FRAME NONE NO LOCKSET LEVER 1 1/2 PAIR CLOSER NONE 21C PARTS 5 3' - 0"7' - 0"0' - 1 3/4"CECO EXTERIOR SINGLE PASS HOLLOW METAL, WRAP AROUND NONE YES LOCKSET LEVER 1 1/2 PAIR CLOSER NONE 21D PARTS 8' - 0"8' - 0"0' - 1 1/2"OVERHEAD COILING DOOR METAL NONE YES KEYPAD PULL NONE ELEC. OPENER NONE 22A SPRINKLER 5 3' - 0"7' - 0"0' - 1 3/4"CECO EXTERIOR SINGLE PASS CECO METAL FRAME NONE YES LOCKSET LEVER 1 1/2 PAIR CLOSER NONE 22B SERVICE 4A 3' - 6"7' - 0"0' - 1 3/4"METAL DOOR HOLLOW METAL, WRAP AROUND NONE NO LOCKSET LEVER 1 1/2 PAIR CLOSER NONE 23 TANK RM 6 6' - 0"7' - 0"0' - 2"CECO EXTERIOR PAIR DOOR CECO METAL FRAME NONE YES LOCKSET LEVER 1 1/2 PAIR CLOSER NONE 24 ELECT.4A 3' - 0"7' - 0"0' - 1 3/4"METAL DOOR WELDED STEEL FRAME W/ ANCHORS, 4" HEADER NONE NO LOCKSET LEVER 1 1/2 PAIR CLOSER NONE SWEEP 25A SERVICE DRIVE 2 3' - 0"7' - 0"0' - 1 3/4"SINGLE SWINGING ALUMINUM ALUMINUM, CLEAR ANODIZED NONE NO MORTISE LOCKSET & THUMB TURN PUSH/PULL 1 1/2 PAIR CLOSER FULL 25B SERVICE DRIVE 11' - 0"12' - 0"0' - 1 1/2"RYTEC FAST OPENING ALUMINUM, CLEAR ANODIZED NONE NO FAST ACTING OPERATION NONE NONE ELEC. OPENER FULL INDUCTION LOOP INSIDE & OUTSIDE 26A SERVICE 5 3' - 0"7' - 0"0' - 1 3/4"CECO EXTERIOR SINGLE PASS ALUMINUM, CLEAR ANODIZED NONE YES LOCKSET, KEYPAD LEVER 1 1/2 PAIR CLOSER NONE 26B SERVICE 12' - 0"12' - 0"0' - 1 1/2"RYTEC FAST OPENING ALUMINUM, CLEAR ANODIZED NONE NO FAST ACTING OPERATION NONE NONE ELEC. OPENER FULL INDUCTION LOOP INSIDE & OUTSIDE 26C SERVICE 12' - 0"12' - 0"0' - 1 1/2"RYTEC FAST OPENING ALUMINUM, CLEAR ANODIZED NONE NO FAST ACTING OPERATION NONE NONE ELEC. OPENER FULL INDUCTION LOOP INSIDE & OUTSIDE 26D SERVICE 5 3' - 0"7' - 0"0' - 1 3/4"CECO EXTERIOR SINGLE PASS CECO METAL FRAME NONE YES LOCKSET LEVER 1 1/2 PAIR CLOSER NONE 28 TEL/ DATA 4A 3' - 0"7' - 0"0' - 1 3/4"METAL DOOR HOLLOW METAL, WRAP AROUND NONE NO LOCKSET LEVER 1 1/2 PAIR NONE NONE 29 COMPRESSOR 4A 3' - 0"7' - 0"0' - 1 3/4"METAL DOOR HOLLOW METAL, WRAP AROUND NONE NO LATCH LEVER 1 1/2 PAIR CLOSER NONE NEW WINDOW SCHEDULE MARK TYPE DESCRIPTION HEIGHT WIDTH SILL HEIGHT GLASS TYPE GLASS COLOR COMMENTS X01 A ALUMINUM STOREFRONT 6' - 0"5' - 0"2' - 11 3/4"1" INSULATED CLEAR 451 T X02 A ALUMINUM STOREFRONT 6' - 0"5' - 0"2' - 11 3/4"1" INSULATED CLEAR 451 T X03 A ALUMINUM STOREFRONT 6' - 0"5' - 0"2' - 11 3/4"1" INSULATED CLEAR 451 T X04 A ALUMINUM STOREFRONT 3' - 0"7' - 0"2' - 11"1" INSULATED CLEAR 451 T X05 A ALUMINUM STOREFRONT 3' - 0"7' - 0"2' - 11"1" INSULATED CLEAR 451 T X06 A ALUMINUM STOREFRONT 3' - 0"7' - 0"2' - 11"1" INSULATED CLEAR 451 T X07 A ALUMINUM STOREFRONT 3' - 0"7' - 0"2' - 11"1" INSULATED CLEAR 451 T X08 A ALUMINUM STOREFRONT 3' - 0"7' - 0"2' - 11"1" INSULATED CLEAR 451 T X09 A ALUMINUM STOREFRONT 3' - 0"7' - 0"2' - 11"1" INSULATED CLEAR 451 T X10 B ALUMINUM FRAME SLIDER 4' - 0"5' - 0"3' - 0"1/4", TEMPERED CLEAR SLIDER W/ SHELF X11 A FIXED STOREFRONT 4' - 0"3' - 0"3' - 4"1" INSULATED CLEAR 451 T X12 A FIXED STOREFRONT 4' - 0"6' - 0"3' - 9 3/4"1" INSULATED CLEAR 451 T NOTE: SEE SPECIFICATION FOR DOOR & FRAME FINISHES DATEDESCRIPTION02-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION08-01-13ISSUED FOR CONSTRUCTION REVISION09-05-13ISSUED FOR CONSTRUCTION REVISION09-11-13ISSUED FOR CONSTRUCTION REVISION09-17-13ISSUED FOR CONSTRUCTION REVISION10-08-13ISSUED FOR CONSTRUCTION REVISION*NOTE: SCHEDULE DOES NOT INCLUDE CURTAINWALL SYSTEM SIZES REF.ROOM FINISHES LEGEND FLOOR FINISHES WALL BASE WALL FINISHES FT1 = FLOOR TILE- 12"x12" - DALTILE- DIAMONTE COLORBODY PORCELAIN- GRIGIO, P021 UNPOLISHED. (SHOWROOM FILED) FT2 = FLOOR TILE- 6"x24" - DALTILE- PZAZZ- BLACK DRAMA, P266 (CUSTOMER PATHWAY, LOUNGE) FT3 = FLOOR TILE -12"x12" - DALTILE-DIAMONTE COLORBODY- ARDESIA P027. (RESTROOMS, BREAKROOM, LOCKER ROOM) FT4 = FLOOR TILE -24"X24" - DALTILE-DIAMONTE COLORBODY PORCELAIN- GRIGIO, P021 POLISHED (SHOWROOM PERIMETER) CT1 = CARPET - MANUFACTURER: SHAW. STYLE: CULTURE 50912, #12485- HARBOURING DESIRE (OFFICE AREAS) HTS = RESINOUS FLOORING (HTS) HIGH TRAFFIC SYSTEM FLOOR COATING, OVER CONCRETE SLAB. VF1 = VINYL FLOOR TILE - MANNINGTON, 102 "STONE GRAY" 12"x12"x1/8" OR EQUAL. WM = WALK OFF MAT- MATS, INC OR J&J ENTRANCE MAT TILES. G1 = GROUT- LATICRETE "#22 MIDNIGHT BLACK" (OR EQUAL) @ FT1, FT2, FT4 & BASE FOR THESE TILES G2 = GROUT- LATICRETE "#45 RAVEN" @ FT3 AND BASE FOR FT3 MARBLE SADDLE AT: MENS, WOMENS AND BREAK ROOM DOORS TB1 = COVE BASE- DAL TILE, MATCH ADJACENT FIELD TILE IN AREA. CT = COVE BASE- CARPET BASE TO MATCH CARPET VB1 = COVE BASE- BURKE MERCER, 660 SLATE PT1 = PAINT- SHERWIN WILLIAMS- REPROSE GRAY- SW7015- EGGSHELL PT2 = PAINT- SHERWIN WILLIAMS- RESPITE SW6514- SEMI GLOSS PT3 = PAINT- SHERWIN WILLIAMS- PEPPERCORN - SW7674- SEMI GLOSS PT4 = PAINT- SHERWIN WILLIAMS- REPROSE GRAY- SW7015- SEMI GLOSS (WATER BASED EPOXY- PRIME + 2 COAT) PT5 = PAINT- SHERWIN WILLIAMS- CEILING BRIGHT WHITE SW7007- SEMI GLOSS (EGGSHELL ON CEILINGS) WT1 = WALL TILE- FIELD - CASALGRANDE PADANA- METALWOOD, PIOMBO,12”H x 24” W, w/ G3 = GROUT - LATICRETE #89 SMOKE GRAY WT2 = WALL TILE ACCENT BAND- ANATOLIA BLISS - ICELAND- RANDOM STRIP LINEAR MOSAIC, 6" THICK BAND w/ G4 = GROUT- HYDROMENT REFLEX WHITE WT3= WALL TILE ACCENT BAND- ANATOLIA BLISS GLASS & STONE - MIDNIGHT - RANDOM STRIP LINEAR MOSAIC, 6" THICK BAND w/ G4 = GROUT- HYDROMENT REFLEX WHITE WT4 = WALL TILE ACCENT BAND- ANATOLIA BLISS - WATERFALL- 5/8"x 5/8" MOSAIC, 6" THICK BAND. w/ G4 = GROUT- HYDROMENT REFLEX WHITE ANODIZED ALUMINUM CAP: CM2151 OR CM2152, ANODIZED ALUMINUM. (WT2, WT3 WT4) FRP = FIBERGLASS REINFORCED PANEL- MARLITE - P100 WHITE SIG = CECO SIGNATURE SERIES PAINT CEILING MATERIAL/ FINISHES ACT 1 = 2 x 2, ACOUSTICAL CEILING TILE- SEE SPEC ACT 2 = 2 x 4, SECOND LOOK (2x2) W/ CLIMAPLUS- SEE SPEC ACT 3 = 2 x 4, CEILING TILE W/ CLIMAPLUS- SEE SPEC COUNTER & CABINET FINISHES SOL1 = CORIAN SOLID SURFACE- ANTHRACITE L1 = FORMICA LAMINATE - 756-58 NATURAL MAPLE- MATTE FINISH L2 = FORMICA LAMINATE- 3505-58 STORM SOLIDZ - MATTE FINISH SS = STAINLESS STEEL, 304 SERIES, BRUSHED 16 GA. SOLID CORE WOOD FINISH DOORS WHITE MAPLE - TOAST 28-95 WT 1 PT 5 WT-2 :MENS AND WOMENS RESTROOM WT-3 :LOCKER ROOM BASE: MATCH FLOOR TILE GROUT JOINT- 1/8" GROUT- #45 RAVEN ANODIZED ALUMINUM CAP (PROFILE CM2151 OR CM2152)4"4' - 0"6"4' - 10"WT-4 GLASS MOSAIC (BREAKROOM) 4 4 6 6 7 3 3 2 2 5 5 J K K LL II 1 1 VESTIBULE 1 SHOWROOM 2 WALK OFF MAT WALK OFF MAT WALK OFF MAT WALK OFF MATFT1 FT1 FT4 PERIMETER FT4 PERIMETER FT4 PERIMETERFT2 2' - 0"4 6 6 5 5 F H I G RETAIL PARTS COUNTER MEN'S 10 WOMEN'S 9 LOUNGE 8 RETAIL PARTS 16 SERVICE WRITE-UP 15 COFFEE COUNTER CT1 FT2 SHOWROOM 2 MARBLE SADDLE AT DOOR MARBLE SADDLE AT DOOR FT3 FT3 SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A7.1ROOM FINISH SCHEDULE & DETAILSPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 ROOM FINISH SCHEDULE NO.ROOM NAME FLOORING BASE WALL MATERIAL WALL FINISH CEILINGS CommentsNORTHSOUTHEASTWESTNORTH (VW)SOUTH (COLVEST)EAST (REAR)WEST (FRONT)MATERIAL FINISH HEIGHT 1 VESTIBULE WM WM GLASS GLASS GLASS GLASS NA NA NA NA GLASS CLEAR/ ANODIZED FRAME VIF 2 SHOWROOM FT1 / FT2/ FT4 / WM TB1 GWB GWB GWB GWB PT1 PT1 PT1 PT1 ACT 1 LIGHTLY TEXTURE 16'-0" 3 F & I CT1 CT GWB GWB GWB/ GLASS GWB/ GLASS PT1 PT1 PT2 PT1 ACT1 LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 4 SALES MGR CT1 CT GWB GWB GWB GWB PT1 PT1 PT2 PT1 ACT1 LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 5 OFFICE CT1 CT GWB GWB GWB/ GLASS GWB/ GLASS PT1 PT1 PT2 PT1 ACT1 LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 6 INTERNET CT1 CT GWB GWB GWB/ GLASS GWB/ GLASS PT1 PT1 PT2 PT1 ACT1 LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 7 F & I CT1 CT GWB GWB GWB/ GLASS GWB/ GLASS PT1 PT1 PT2 PT1 ACT1 LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 8 LOUNGE FT2/ CT1 TB1 GWB GWB GWB/ GLASS GWB PT1 PT1 PT2 PT1 ACT 1 LIGHTLY TEXTURE 10'-0"BATT INSULATION ABV. CLNG 9 WOMEN'S FT3 (G2)TB1 GWB (MR)GWB (MR)GWB (MR)GWB (MR)WT1 w/ WT2 ACCENT/ PT5 ABV WT1 w/ WT2 ACCENT/ PT5 ABV WT1 w/ WT2 ACCENT/ PT5 ABV WT1 w/ WT2 ACCENT/ PT5 ABV ACT 1 W/ INSUL. ABOVE LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 10 MEN'S FT3 (G2)TB1 GWB (MR)GWB (MR)GWB (MR)GWB (MR)WT1 w/ WT2 ACCENT/ PT5 ABV WT1 w/ WT2 ACCENT/ PT5 ABV WT1 w/ WT2 ACCENT/ PT5 ABV WT1 w/ WT2 ACCENT/ PT5 ABV ACT 1 W/ INSUL. ABOVE LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 11 OFFICE CT1 CT GWB GWB GWB GWB PT1 PT1 PT2 PT1 ACT 1 W/ INSUL. ABOVE LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 12 OFFICE CT1 CT GWB GWB GWB GWB PT1 PT1 PT2 PT1 ACT 1 W/ INSUL. ABOVE LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 13 BUSINESS OFFICE CT1 CT GWB GWB GWB GWB PT1 PT1 PT2 PT1 ACT 1 W/ INSUL. ABOVE LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 14 HALL A FT1 (G1)TB1 GWB GWB GWB GWB PT1 PT1 PT2 PT1 ACT 1 W/ INSUL. ABOVE LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 15 SERVICE WRITE-UP FT1 (G1)TB1 GWB GWB GWB GWB PT2 PT1 PT2 PT1 ACT 1 W/ INSUL. ABOVE LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 16 RETAIL PARTS FT2 (G1)TB1 GWB GWB GWB GWB PT1 PT1 PT2 PT1 ACT1 LIGHTLY TEXTURE 10'-0" 17 SERVICE MGR CT1 CT GWB GWB GWB GWB PT1 PT1 PT2 PT1 ACT 1 W/ INSUL. ABOVE LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 18 LOCKER FT3 (G2)TB1 GWB/ TILE GWB/ TILE GWB/ TILE GWB/ TILE WT1 w/ WT3 ACCENT/ PT5 ABV WT1 w/ WT3 ACCENT/ PT5 ABV WT1 w/ WT3 ACCENT/ PT5 ABV WT1 w/ WT3 ACCENT/ PT5 ABV ACT1 LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 19 HALL B HTS VB1 GWB GWB GWB GWB FRP FRP NA FRP GWB PT5 9'-0" 20 BREAK ROOM FT3 (G2)TB1 GWB GWB GWB GWB WT1 w/ WT4 ACCENT/ PT5 ABV WT1 w/ WT4 ACCENT/ PT5 ABV WT1 w/ WT4 ACCENT/ PT5 ABV WT1 w/ WT4 ACCENT/ PT5 ABV ACT 1 W/ INSUL. ABOVE LIGHTLY TEXTURE 9'-0"BATT INSULATION ABV. CLNG 21 PARTS SEALED CONC.J TRIM LINER LINER LINER LINER SIG SIG SIG SIG OPEN STRUCTURE NA VARIES GRAY CECO PRIMER & PAINTED ROOF DECK 22 SPRINKLER SEALED CONC.VINYL CMU/ GWB (MR)GWB (MR)GWB (MR)GWB (MR)GRAY CMU/ FRP FRP FRP FRP GYPSUM BOARD PT5 8'-0" 23 TANK RM SEALED CONC.VB1 INSUL PANEL CMU CMU GWB SIG GRAY CMU GRAY CMU PT5 GYPSUM BOARD PT5 8'-0" 24 ELECT.SEALED CONC.VB1 INSUL. PANEL CMU CMU CMU SIG PT5 PT5 PT5 GYPSUM BOARD PT5 8'-0" 25 SERVICE DRIVE HTS/ WM VB1 GWB INSUL. PANEL LINER (SOFFIT)GWB PT1 SIG SIG FRP/ PT1 ACT 2 ILLUSION, LIGHT TEXTURE, CLIMASEAL 15'-10"PAINT EXPOSED COLUMNS 26 SERVICE HTS J TRIM CMU/ INSUL. PANEL INSUL. PANEL INSUL. PANEL LINER PT5, PT3 ACCENT/ SIG SIG SIG SIG ACT 3 LIGHT TEXTURE, CLIMASEAL 15'-0"PAINT EXPOSED COLUMNS 27 PARTS RACKING SEALED CONC.NA INSUL. PANEL LINER LINER LINER SIG FACTORY FACTORY FACTORY NONE NA OPEN GRAY CECO PRIMER & PAINTED ROOF DECK 28 TEL/ DATA VF1 VB1 INSUL. PANEL GWB GWB GWB SIG PT4 PT4 PT4 NONE NA OPEN GRAY CECO PRIMER & PAINTED ROOF DECK 29 COMPRESSOR PLYWOOD NONE INSUL. PANEL GWB LINER GWB SIG PT4 SIG PT4 NONE NA OPEN GRAY CECO PRIMER & PAINTED ROOF DECK 1/2" = 1'-0"1 WALL TILE LAYOUT 1/8" = 1'-0"3 PARTIAL FINISHES PLAN 1/8" = 1'-0"2 PARTIAL FINISHES PLAN- LOUNGE DATEDESCRIPTION01-23-13ISSUED FOR BID ADDENDUM 102-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION08-01-13ISSUED FOR CONSTRUCTION REVISION08-20-13ISSUED FOR CONSTRUCTION REVISION10-08-13ISSUED FOR CONSTRUCTION REVISION10-22-13ISSUED FOR CONSTRUCTION REVISION U3 5 0AW ILK INSZ URNM DLN O.SER.M W W T: 140° F MW W P: 175 PSI A CO M PANYPA SO RO B LES C A ., U.S.A .REDU C ED PRESSU RE B A C K FLOW PREVEN TERU3 5 0AW ILK INSZ URNM DLN O.SER.M W W T: 140° F MW W P: 175 PSI A CO M PANYPA SO RO B LES C A ., U.S.A .REDU C ED PRESSU RE B A C K FLOW PREVEN TER 6 7325 A A B B C C DD EE FF HH J K K LL II G 1 A3.1 2 A3.1 3 A3.1 1 CURTAIN BY OTHERSCURTAIN BY OTHERS1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 11 1 1 1 1 1 1 11 1 HYUNDAI CLOUD ELEMENT (FABRIC) , BY OTHERS, HUNG AT 9' AFF. PROVIDE LIGHING ABOVE AS REQUIRED. PROVIDE ELECTRICAL HARDWIRED TO CLOUD, 110V. FOR LIGHTING (6 LED ON TRACK) BY DCI, UNDER CLOUD. STRUCTURAL CABLES (6) CARRYING 12 LBS PER CABLE, WHERE HUNG THROUGH ACT FROM STRUCTURE ABOVE. RISER FOR TEL DATA FROM UNDER SLAB OPEN TO ABOVEOPEN TO ABOVEOPEN TO ABOVEGLASS CEILING OVER VESTIBULE BELOW. SEE BLOWN-UP PLAN. PENDANT HUNG FROM STRUCTURE ABOVE, WATERPROOF FLUORESCENT LIGHTING, ANGLE TOWARD CENTER OF WASH BAY. COORDINATE WITH LOCATION OF CURTAINS AND WASH BAY EQUIPMENT TEL/ DATA 28 COMPRESSOR 29 A.F.F. ACT 3 15' - 0" A.F.F. ACT 1 9' - 0" A.F.F. ACT 1 9' - 0"A.F.F. ACT 1 9' - 0" A.F.F. ACT 1 9' - 0" A.F.F. ACT 2 15' - 10" A.F.F. ACT 1 11' - 6" A.F.F. ACT 1 9' - 0" A.F.F. ACT 1 9' - 0" A.F.F. ACT 1 9' - 0"A.F.F. ACT 1 9' - 0" A.F.F. ACT 1 9' - 0" A.F.F. ACT 1 9' - 0" A.F.F. ACT 1 9' - 0" A.F.F. ACT 1 9' - 0" A.F.F. ACT 1 16' - 0" 4 A3.1 1 A4.3 2 A4.3 3 A4.3 4 A4.3 4 4 4 4 1 333 3 3 3333 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 FIXTURES ABOVE PARTS RACKING. PROVIDE WIRE GUARDS. HUNG FROM STRUCTURE ABOVE. COORDINATE WITH VERTICAL LIFT DOOR 4 4 3 3 3 3 3 3 6 6A 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 55 5 5555 5 5 5555 5 LINE OF PARTS RACKING BELOW 3 A.F.F. ACT 1 9' - 0" SOFFIT @ 7'-2" SOFFIT @ 8'-0" SOFFIT @ 7'-2" SOFFIT @ 12'-0" AFF 5 A4.3 2 A4.2 1 A4.2 3 A4.2 5 A4.2 AB PROVIDE ANGLE IRON FRAMING FROM STRUCTURE ABV. TO CEILING BELOW FOR (3) OVERHEAD WANDS. GENERAL NOTE: AB TO PROVIDE ANGLE IRON FRAMING FROM STRUCTURE ABOVE TO CEILING BELOW FOR HANGING OF HOSE REELS. D.S. TO PROVIDE ATTACHMENT TO ANGLE. AB PROVIDE ANGLE IRON (STRUCTURE ABOVE TO CEILING BELOW FOR MOUNTING OF INSPECTION CAMERA PENDANT LADDER TO ROOFWALL BELOW WALL BELOW A8.1 2 4 A4.2 HOSE REEL HOSE REELHOSE REEL HOSE REEL HOSE REEL HOSE REEL 4 4 4 444 4 4 3 4 4 4 4 4 4 4 4 4 44 4 4 4 4 2 2 2 2 2 2 A.F.F. ACT 1 9' - 0" A.F.F. ACT 1 9' - 0"A.F.F. ACT 1 9' - 0" 2 2 2 A.F.F. ACT 4 15' - 0" LINE OF CEILING TILE CHANGE LINE OF CEILING TILE CHANGE 6 6 32 D E F 3 A3.1 1 4 A3.1 LIGHTING, TO UNDERSIDE OF RACKING 6 6 6A 6 6 6 6 6 6 6 6 A.F.F. GWB on Mtl. Stud 7' - 11 1/2" LINE OF PARTS RACKING (BY OWNER)6 6 6 A.F.F. GWB on Mtl. Stud 7' - 11 1/2" A.F.F. GWB on Mtl. Stud 7' - 11 1/2" LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION LAMPS MOUNTING 1 2' X 4' 4 LAMP RECESSED FLUORESCENT HIGHBAY LAY-IN. ELECTRONIC BALLAST WITH T5 LAMPS. (4) 54W T5 RECESSED CEILING 2 8" LED HIGH LUMEN DOWNLIGHT WITH SEMI-DIFFUSED ALZAK REFLCTOR LED RECESSED CEILING 4 2' X 4' 4 LAMP RECESSED FLUORESCENT DIRECT/INDIRECT LAY-IN. ELECTRONIC BALLAST WITH T5 LAMPS. (3) 28W T5 RECESSED CEILING 6 8' INDUSTRIAL WITH T8 LAMPS W/ WIRE GUARDS (4) 28W T5 SURFACE/ SUSPENDED 5 8' VAPOR TIGHT INDUSTRIAL WITH T5 LAMPS (4) 54W T5 SURFACE 3 6" LED DOWNLIGHT WITH SEMI-DIFUSED ALZAK REFLECTOR LED RECESSED CEILING 2HBG454T5GUNVL4841 PART NUMBER SGE8LED-70-41K-MD-V/AR8454SG SGE6LED30W41KMDE1SG DIG-S24-328T5S-WPR-EB3-UNV-LP41K 92-8-454T5H-A-WET/2-SSMB/VBY/60-EB4-UV 80-8-428T5S-EB2/2-UNV-LP41K 7 6" LOW PROFILE LED , RECESSED , MAX DEPTH 4 1/2"LED RECESSED-- NOTES: ALL LIGHTING LISTED BY DESIGN LIGHTING. CONTACT BRAD WAMPLER @ 877.635.0923. CONFIRM MINIMUM FOOTCANDLES AS REQUIRED PER CODE. 43 L 2 A4.2 4 A4.2 GLASS GLASS GWB SOFFIT SPRINKLER HVAC DIFFUSER IN SOFFIT SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A8.1REFLECTED CEILING PLANPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 1/8" = 1'-0"1 REFLECTED CEILING PLAN 1/8" = 1'-0"3 LOWER RACKING LIGHTING CEILING TYPE SCHEDULE TYPE TYPE COMMENTS DESCRIPTION ACT 1 2x2 TILE & 9/16" GRID LIGHT TEXTURE, REVEAL EDGE ACT 2 2x2 TILE & 9/16" GRID CLIMA-PLUS TILE, LIGHT TEXTURE, REVEAL EDGE ACT 3 2x4 TILE & 15/16" GRID CLIMA-PLUS TILE, LIGHT TEXTURE, SQUARE EDGE ACT 4 2x4 VINYL FACED GYP TILE & 15/16" GRID GYPSUM TILE, WHITE VINYL FACED GWB on Mtl. Stud GWB OVER FRAMING 1 HR RATED ASSEMBLY OPEN TO ABOVE PAINTED STRUCTURE PAINT EXPOSED STEEL(UNDERSIDE OF DECK PAINTED BY CECO) Storefront Vestibule Ceiling GWB OVER FRAMING 1 HR RATED ASSEMBLY 1/4" = 1'-0"2 VESTIBULE REFLECTED CEILING PLAN GENERAL NOTE: ALL LIGHTING FIXTURES ARE SHOWN FOR DESIGN INTENT ONLY. FINAL QUANTITIES & LAYOUT TO BE DETERMINED BY DESIGN BUILD ELECTRICAL CONTRACTOR.DATEDESCRIPTION01-11-13ISSUED FOR BID02-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION06-11-13ISSUED FOR CONSTRUCTION REVISON08-20-13ISSUED FOR CONSTRUCTION REVISION10-08-13ISSUED FOR CONSTRUCTION REVISION11-15-13CEILING CLARIFICATIONS EF 1 EF 2 RTU 1 RTU 2 RTU 4 RTU 6 EF 3 RTU 3 RTU 5 DS 1 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"A2.14 A2.1 A2.1 A2.1 2 3 1 4 6 7325 A B C D E F H J K L I G 1 A3.1 1 A3.1 2 A3.1 3 A3.1 1 4 A3.1 1 A4.3 2 A4.3 3 A4.3 4 A4.3 GUTTER TO DOWNSPOUTS. SIZE PER SMACNA REQUIREMENTS. MATCH METAL PANEL. 4"X3" MIN. COORDINATE WITH SITE ROOF DRAIN LOCATIONS. ROOF HATCH, PROVIDE ROOFING MEMBRANE FLASHING AROUND CURB W/ CRICKET MEMBRANE FLASHING AND ALUM. THROUGH WALL FLASHING AT 'BOX ELEMENT' LADDER W/ LADDER UP POST. GUARD RAIL AROUND PERIMETER OF HATCH, ROOFER FLASH POSTS (4) PARAPET CAP TO MATCH METAL PANEL BELOW. FURNISH, FAB INSTALL BY ROOFER METAL PARAPET CAP TO MATCH METAL COMPOSITE PANEL BELOW, FURNISH BY ACM CONTRACTOR. FAB AND INSTALL BY ROOFER METAL PARAPET CAP TO MATCH METAL COMPOSITE PANEL BELOW, FURNISH BY ACM CONTRACTOR. FAB AND INSTALL BY ROOFER METAL PARAPET CAP TO MATCH METAL COMPOSITE PANEL BELOW, FURNISH BY ACM CONTRACTOR. FAB AND INSTALL BY ROOFER PARAPET CAP TO MATCH METAL PANEL BELOW, FURNISH FAB INSTALL BY ROOFER FASCIA BY ROOFER, MATCH PANEL BELOW. 7" MIN. FACE W/ CONT. CLEAT. END CAP TO MATCH PANELS ROOFER PROVIDE FLASHING FOR ALL MECHANICAL ROOFTOP UNITS AND VENTS, LOCATIONS TO BE DETERMINED 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"5 A4.3 2 A4.2 1 A4.23 A4.2 5 A4.2 HYUNDAI BOX ELEMENT 3/4" JOG IN FINISH FACE OF PANELS. PROVIDE END CAP AS REQUIRED. ROOFER PROVIDE FLASHING FOR ALL MECHANICAL ROOFTOP UNITS AND VENTS, LOCATIONS TO BE DETERMINED END CAP TO MATCH PANELS CRICKET (TYP. ALL UNITS) SK-2 1 SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: A9.1ROOF PLANPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 3/32" = 1'-0"1 ROOF PLAN GENERAL NOTE: 1) HVAC UNITS FOR REFERENCE ONLY. SEE HVAC PLANS. 2) FINAL PLACEMENT OF HVAC UNITS TO BE VERIFIED UPON SUBMISSION OF METAL BUILDING DRAWINGS 3) ALL HVAC UNITS TO HAVE CRICKETS AT HIGH ROOF SIDE OF UNIT AS REQUIRED TO MAINTAIN 1/2" PER 1'-0".DATEDESCRIPTION01-11-13ISSUED FOR BID02-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT05-01-13ISSUED FOR CONSTRUCTION REVISION08-29-13SKETCH ISSUED 4 4 6 6 7 7 3 3 2 2 5 5 A A B B C C DD EE FF HH J K K LL I G 1 S2.2 2 S2.2 3 S2.2 3 S2.2 6 S2.2 5 S2.2 6 S2.2 5 S2.2 6 S2.2 5 S2.2 1 S2.2 1 S2.2 1 S2.2 5 S2.2 1 S2.2 1 S2.2 4 S2.2 1 1 F5 F5 F6 F5 F5 F5 F4F4F4 F1 F1 F1 F1 F2 F3 F3 F1 F2 F3 F4 F1 F2 F1 F1 F1 F1 F2F3F3F3F3F3F2 F1 F1 F1 F1 F1 7 S2.2 1 S2.2 1 S2.2 6 S2.2 8 S2.2 8 S2.2 8 S2.2 8"X16" FTG 8" BELOW FIN FLR @ CMU KICKWALL (TYP.) TRENCH DRAIN DNDNDNDNDNDN DN DN DNDN DN DN DN+0"+0" +0"+0"DNDNDN +0"+0" +0" +0"+0" +0" +0" DRAIN GRATE. -1.25" DRAIN INV. -13.25" - 1.813" DRAIN GRATE. -3.63" DRAIN INVERT. -15.63" - 2.036" DRAIN GRATE. -0.69" DRAIN INVERT. -12.69" 5" THICK CONC. SLAB IN THIS AREA @ 150'-0" (SHOWN HATCHED) 6" THICK CONCRETE SLAB HIGH POINT @ 150'-0" 1' - 4"16' - 8"19' - 0"15' - 4"19' - 0"16' - 8"1' - 4"18' - 4"1' - 4" OUT TO OUT OF FOUNDATION 109' - 0"18' - 3"12' - 9"6' - 10"10' - 10"8' - 2"17' - 8"19' - 5"22' - 1"23' - 0"15' - 3"14' - 9"OUT TO OUT OF FOUNDATION31' - 0"OUT TO OUT OF FOUNDATION138' - 0"14' - 9"15' - 3"23' - 0"22' - 1"19' - 5"25' - 10"10' - 10"19' - 7"18' - 3"OUT TO OUT OF FOUNDATION169' - 0"OUT TO OUT OF FOUNDATION 89' - 4"19' - 8" 1' - 4"16' - 8"19' - 0"15' - 4"19' - 0"16' - 8"19' - 8"1' - 4" OUT TO OUT OF FOUNDATION 109' - 0" F7F7 SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: S1.1FOUNDATION PLANPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 STRUCTURAL FOOTING SCHEDULE Type Mark LENGHT WIDTH THICKNESS BOTTOM OF FOOTING ELEVATION REINFORCING F1 4' - 0"4' - 0"1' - 0"145' - 2"#6 BARS 8" O.C. BOTH WAYS F2 5' - 0"5' - 0"1' - 0"145' - 2"#6 BARS 8" O.C. BOTH WAYS F3 6' - 0"6' - 0"1' - 0"145' - 2"(5) #6 BARS 16" O.C. BOTH WAYS F4 6' - 6"6' - 6"2' - 0"147' - 5"(8) #6 BARS BOTH WAY F5 7' - 9"7' - 9"2' - 0"147' - 5"(10) #6 BARS, BOTH WAYS F6 7' - 9"7' - 9"2' - 0"144' - 2"(10) #6 BARS, BOTH WAYS F7 6' - 0"8' - 6"1' - 0"145' - 2"(8) #6 BARS IN SHORT DIRECTION, SAME SPACING LONG DIRECTION NOTE: FLOOR SLAB ELEVATION @ 150'-0" NOTE: SEE ENLARGED STRUCTURAL PLANS FOR FOOTING DEPTHS AND ANCHOR BOLT LOCATIONS DATEDESCRIPTION01-11-13ISSUED FOR BID01-23-13ISSUED FOR BID ADDENDUM 102-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT04-16-13REVISION 105-01-13ISSUED FOR CONSTRUCTION REVISION 4 4 6 6 7 7 3 3 2 2 5 5 EE FF HH J K K L II G 1 1 1 S2.2 2 S2.2 6 S2.2 5 S2.2 1 S2.2 1 S2.2 1 S2.2 5 S2.2 1 S2.2 1 S2.2 4 S2.2 F5 F5 F6 F5 F5 F5F4F4F4 F1 F1 F1 F1 F2 F3 F3 F1 F2 F3 F4 F1 F2 F1 F1 F1 1 S2.2 1 S2.2 6 S2.2 DN DNDN DN DN DN+0"+0"+0"+0" +0" +0"+0" +0" +0" DRAIN GRATE. -1.25" DRAIN INV. -13.25" 5" THICK CONC. SLAB IN THIS AREA 6" THICK CONC. SLAB IN THIS AREA (HATCHED) CHAMFER FND WALL AT CURTAINWALLS, SEE SECTION CHAMFER FND WALL AT CURTAINWALL , SEE SECTION CHAMFER FND WALL AT CURTAINWALL, SEE SECTION EL. @ DOOR NOTCH = 148'-4", SLOPE TO EXT. SEE O.H. DOOR DETAIL EL. @ DOOR NOTCH W/ SLOPE = 148'-4", SEE O.H. DOOR DETAIL 5" THICK CONC. SLAB IN THIS AREA 11 1/2" 11 3/8" 7 1/2" 3' - 4"1' - 7 3/4"0"SAWCUT AT COLUMN LINES AND MID POINTS BETWEEN COLUMN LINES, SEE DETAILS, CONTINUOUS TO EDGE OF SLAB, TYP. BOTH DIRECTIONS T.O.FOOTING= 149' - 5" B.O. FOOTING 147' - 5" T.O.FOOTING= 149' - 5" B.O. FOOTING 147' - 5" T.O.FOOTING= 149' - 5" B.O. FOOTING 147' - 5" T.O.FOOTING= 149' - 5" B.O. FOOTING 147' - 5" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 149' - 5" B.O. FOOTING 147' - 5" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 149' - 5" B.O. FOOTING 147' - 5" T.O.FOOTING= 149' - 5" B.O. FOOTING 147' - 5" T.O.FOOTING= 146' - 2" B.O. FOOTING 144' - 2"T.O.FOOTING= 149' - 5" B.O. FOOTING 147' - 5" T.O.FOOTING= 149' - 5" B.O. FOOTING 147' - 5" STRIP FOOTING SAWCUT AT COLUMNS, TYPICAL T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2"3' - 6"5 1/8"1' - 11"8' - 6"3"11' - 0"3" 1' - 1"1' - 4"10 3/4"2' - 0"3' - 0"10' - 0"2' - 4 1/4"1' - 9 1/4"1' - 9 1/4"2' - 4 5/8" 1' - 4" 16' - 8"19' - 0"15' - 4"19' - 0"16' - 8"1' - 4"18' - 4" 1' - 4"19' - 5"25' - 10"10' - 10"19' - 7"18' - 3"OUT TO OUT OF FOUNDATION 89' - 4" OUT TO OUT OF FOUNDATION 19' - 8" OUT TO OUT OF FOUNDATION 109' - 0"31' - 0"6' - 10"10' - 10"8' - 2"17' - 8"19' - 5"CHAMFER FND WALL AT CURTAINWALL, SEE SECTION 1' - 7 1/2"8 1/2" 2' - 4 1/2" 1' - 7 3/8" 8 5/8" CHAMFER FND WALL AT CURTAINWALL, SEE SECTION CHAMFER FND WALL AT CURTAINWALL, SEE SECTION CHAMFER FND WALL AT CURTAINWALLS, SEE SECTION CHAMFER FND WALL AT CURTAINWALLS, SEE SECTION F7 F7 T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" 10" 10" 10" 10" 10" 2' - 6"2' - 6" FACE OF FOUNDATION WALL 1' - 4"1' - 6"1' - 6"1' - 6"1' - 6"4' - 3"4' - 3"4' - 3"4' - 3"1' - 0"1' - 2" 1' - 4" 1' - 2" 10" 10" 10"56' - 10"37' - 1"FACE FND. TO FRAMED OPENING68' - 7"1/2" DIA. ANCHOR BOLTS (4)EACH DOOR, TYP. SEE DETAIL ON S3.1 1/2" DIA. ANCHOR BOLTS (4) EACH DOOR, TYP. SEE DETAIL S3.13' - 6"1' - 2"2"2 1/2"CECO FRAMING. PROVIDE (2) 1/2" DIA. ANCHOR BOLTS, 1-1/2" PROJECTION. SEE DETAIL ON S3.13"ANCHOR BOLTS 8' - 6"8' - 10"9' - 6"9' - 6"7' - 8"7' - 8"9' - 6"9' - 6"9' - 9 3/4"9' - 9 3/4"2' - 9 3/4"1/2" DIA. ANCHOR BOLTS, (4) EACH DOOR, TYP. SEE DETAIL ON S3.1 NO CHAMFER AT DOOR NO CHAMFER AT DOOR10 3/4"6' - 9 1/2"8' - 0"2 1/2"2' - 4 1/4"SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: S1.2ENLARGED PARTIAL FOUNDATION PLANPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 3/16" = 1'-0"1 ENLARGED FOUNDATION PLAN DATEDESCRIPTION01-11-13ISSUED FOR BID01-23-13ISSUED FOR BID ADDENDUM 102-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT04-16-13REVISION 105-01-13ISSUED FOR CONSTRUCTION REVISION 4 4 6 6 7 7 3 3 2 2 5 5 A A B B C C DD EE 1 1 3 S2.2 3 S2.2 6 S2.2 5 S2.2 6 S2.2 5 S2.2 F1 F1 F1 F2 F3F3F3F3F3 F2 F1 F1 F1 F1 F1 8 S2.2 8 S2.2 8 S2.2 8"X16" FTG 8" BELOW FIN FLR @ CMU KICKWALL (TYP.) TRENCH DRAIN DNDNDNDNDNDN DN DN+0"+0" +0"+0"DNDNDN +0"+0" +0" - 1.813" DRAIN GRATE. -3.63" DRAIN INVERT. -15.63" - 2.036" DRAIN GRATE. -0.69" DRAIN INVERT. -12.69" 6" THICK CONCRETE SLAB (TYP. UNO.) COORDINATE FLOOR EXHAUST PORTS WITH UNDERGROUND TRENCH DRAIN PLUMBING LIFT COLLARS BY LIFT INSTALLER. TYP AT EACH SERVICE BAY. COORDINATE LOCATION WITH EQUIPMENT INSTALLER. PROVIDE HAUNCHED SLAB AT PERIMETER T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2"T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2"T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2" COORDINATE FLOOR EXHAUST PORTS WITH UNDERGROUND TRENCH DRAIN PLUMBING 4' - 6 1/2"5 1/8"4' - 9"6' - 6"9' - 0 1/8"12' - 0"3' - 10"1' - 1"1' - 9"3"12' - 0"3"14' - 9"15' - 3"23' - 0"22' - 1"1' - 4"16' - 8"19' - 0"15' - 4"19' - 0"16' - 8"19' - 8"1' - 4" OUT TO OUT OF FOUNDATION 109' - 0" 2' - 6" 10" 10" 10"10" 10" 10" 2' - 6" 1' - 4" 1' - 2"1' - 2"1' - 8"1' - 8"1' - 8"1' - 8"1' - 8"2' - 6" 10" 1/2" ANCHOR BOLTS (4) TYP., 1-1/2" PROJECTION.2" 2 1/2" 1/2" ANCHOR BOLTS (4) TYP., 1-1/2" PROJECTION 2" 2 1/2"2' - 2 1/2"3' - 6"2 1/2" 2" 1/2" ANCHOR BOLTS (4) EACH DOOR TYP. SEE DTL ON S3.12 1/2" 2" T.O.FOOTING= 146' - 2" B.O. FOOTING 145' - 2"3"2 1/2" 2"3"2"2 1/2"3"2"2 1/2" 1/2" ANCHOR BOLTS (4) TYP. 1/2" ANCHOR BOLTS (4) TYP.1' - 2"1/2" ANCHOR BOLTS (4) EACH DOOR TYP. SEE DTL ON S3.1 NOTCH FND. PROVIDE SLOPE AT DOOR. SEE SECTION. DOWNSPOUT/ROOF LEADER (TYP OF 7) COORDINATE WITH FOOTING LOCATIONS. SEE SITE DRAWINGS NOTCH FND. PROVIDE SLOPE AT DOOR. SEE SECTION. SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: S1.3ENLARGED PARTIAL FOUNDATION PLANPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 3/16" = 1'-0"1 ENLARGED FOUNDATION PLAN (REAR)DATEDESCRIPTION01-11-13ISSUED FOR BID01-23-13ISSUED FOR BID ADDENDUM 102-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT04-16-13REVISION 105-01-13ISSUED FOR CONSTRUCTION REVISION ASTM A36 MIN. AB1 3/4" DIA X 24" OAL 3" THREAD NUT & WASHER HEADED BOLT TACK WELD HEAVY HEX NUT N.T.S FDN CONTROL JOINT DETAIL (TYP. AT EVERY COLUMN LINE) 1 1/2" X 1 1/2" WOOD CANT STRIP 1 1/2" X 1 1/2" WOOD CANT STRIP A MINIMUMBC T.O. FTG BAR SIZE #4 23" 8" #5 28" 10" #6 33" 12" #7 38" 14" #8 46" 16" 8" 10" 12" 14" 16" A B C L-BAR LENGTH CHART CONCRETE GENERAL NOTES: 1. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE MASSACHUSETTS STATE BUILDING CODE 8TH EDITION AND ALL LOCAL REQUIREMENTS. 2. DIMENSIONS AND CONDITIONS SHALL BE VERIFIED IN FIELD PRIOR TO THE COMMENCEMENT OF WORK. CONCRETE FOUNDATIONS: 1. ALL CONCRETE SHALL HAVE A DESIGN STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. 2. REINFORCING RODS SHALL BE ASTM A615, GRADE 60 EXCEPT WHERE FIELD BENDING IS REQUIRED, GRADE 40. 3. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", ACI-318-89 (R92). 4. THE TOP OF FOUNDATION WALLS SHALL BE TROWELED SQUARE, LEVEL AND SMOOTH. 5. EXPOSED FOUNDATIONS SHALL BE RUBBED SMOOTH IMMEDIATELY AFTER STRIPPING. 6. CONCRETE CONTRACTOR SHALL INSTALL CHASES THROUGH THE FOUNDATION WALLS AS DIRECTED BY THE GENERAL CONTRACTOR. 7. ALL BARS TO HAVE MINIMUM 2" COVERAGE. 8. ALL CONCRETE TO BE POURED WITH A MAXIMUM 4" SLUMP. 9. FOUNDATION WALLS TO HAVE CONTROL JOINTS AT EVERY COLUMN LINE. CONCRETE FLOORS: 1. WELDED WIRE MESH, WHERE SPECIFIED, SHALL BE ASTM A185 AND SHALL BE IN SHEET FORM. 2. FLOOR SLABS SHALL BE STEEL TROWELED TO A DENSE, HARD FINISH. CONCRETE FLOORS TO RECEIVE (1) COAT OF CLEAR SEALER/HARDENER EXCEPT AS NOTED. 3. PROVIDE CONTROL/EXPANSION JOINTS WITH THE SOFF-CUT METHOD. SOFF-CUT CONTROL JOINTS MUST BE CUT WITHIN THE FIRST HOUR OR TWO AFTER COMPLETION OF THE FINAL FINISH. THE DEPTH OF THE JOINT IS TO BE 1/4 OF THE SLAB THICKNESS. 4. EXTERIOR CONCRETE TO HAVE WOOD FLOAT FINISH. 5. FLOOR SLAB REINFORCING, WHERE SPECIFIED, MUST BE LOCATED AT OR ABOVE MID DEPTH OF THE FLOOR SLAB. SHEETS ARE TO BE USED IN ALL APPLICATIONS. WELDED WIRE MESH TO BE PLACED WITH CHAIRS OR BOLSTERS ONLY. 6. ALL EXTERIOR WALLS AND ALL INTERIOR COLUMNS TO BE SEPARATED WITH ISOLATION JOINTS; PRE FORMED STRIPS OR DIAMONDS POURED SEPARATELY. 7. POURING CONCRETE FLOORS IN A CHECKERBOARD PATTERN IS NOT APPROVED OR RECOMMENDED BY ACI. 8. SEPARATE POURS MUST HAVE SMOOTH DOWELS (WRAPPED OR GREASED). DOWEL SIZES SHALL BE AS FOLLOWS: 4" THICK SLAB 1/2"X12" LONG 12" O.C. 5" THICK SLAB 1/2"X12" LONG 12" O.C. 6" THICK SLAB 3/4"X16" LONG 12" O.C. BOND BREAKER COMPOUND TO BE PAINTED ON PRIOR TO POURING ADJACENT SLAB. INDUSTRIAL FLOORS SUBJECT TO SMALL HARD WHEEL TRAFFIC SHOULD HAVE JOINTS FILLED. 9. CONCRETE SUBCONTRACTOR TO APPROVE SUB GRADES PRIOR TO SLAB INSTALLATION. 10. CONTROL JOINTS AROUND ALL INTERIOR COLUMNS SHOULD BE SAWCUT THE FULL DEPTH OF THE SLAB OR BE DONE AS A CONSTRUCTION JOINT (POURED SEPERATELY). CIRCLES SHOULD BE PREFERRED OVER DIAMONDS. 11. NO FLYASH PRODUCTS ARE ALLOWED IN CONCRETE MIXES TO BE UTILIZED IN FLOOR SLABS. 12. DIAMOND DOWEL PLATES MAY BE UTILIZED IN PLACE OF CONVENTIONAL DOWELS. REFER TO CONVERSION CHART BELOW: DIAMOND DOWEL PLATE SIZE (THICKNESS X SQ. LENGTH) 3/4" ROUND DOWELS 7/8" ROUND DOWELS 1" ROUND DOWELS 1 1/4" ROUND DOWELS NOTE: THE RECOMMENDED MAX. SPACING FOR DIAMOND DOWEL PLATES IN AREAS SUBJECT TO HEAVY FORKLIFT TRAFFIC IS 24" CENTER-TO-CENTER SPACING FOR DIAMOND DOWEL PLATES 12"18"24"12"18"24"12"18"24"12"18"24" 1/4" X 4.5" 3/8" X 4.5" 18"24"30" 22"24"24"18"24"24"12"18"24" ROUND DOWEL SPACING SAWCUT CONTROL JOINTS (SEE FLOOR NOTES) 5" THICK 4000 PSI CONCRETE SLAB W/FIBERMESH, 3/4" AGGREGATE & VAPOR BARRIER SEE SITE PLANS FOR BASE VAPOR BARRIER, SEE SPEC. SAWCUT CONTROL JOINTS (SEE FLOOR NOTES) 6" THICK 4000 PSI CONCRETE SLAB W/FIBERMESH & 1 1/2" AGGREGATE SEE SITE PLANS FOR BASE VAPOR BARRIER. SEE SPEC. BAR SIZE #4 23" #5 28" #6 34" #7 49" #8 56" L NOTES: 1. TABLE APPLIES TO WALLS, FOOTING AND SLABS FOR UNCOATED BARS 2. PROVIDE 2" MIN CONCRETE COVER 3. DATA BASED ON ACI 12.2.3, CLASS B SPLICE 4. MINIMUM STEEL YIELD STRENGTH 60,000 PSIL MINIMUMf'c=3000 psi f'c=4000 psi REBAR SPLICE LENGTH 20" 24" 29" 42" 48" 6" ID STEEL PIPE X 7'-0" LONG CONCRETE FILLED 3' - 6"3' - 6"6"14" DIAMETER SONOTUBE PIER FIN FLOOR3/8" CROWNBOLLARD COVER OVER SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: S2.1FOUNDATION DETAILS (1)PROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 3/4" = 1'-0"6 ANCHOR BOLT DETAIL 1" = 1'-0"5 PIER CONTROL JOINT 1 1/2" = 1'-0"1 SLAB ON GRADE A 1 1/2" = 1'-0"2 SLAB ON GRADE B 1 1/2" = 1'-0"3 CONCRETE DECK DETAIL 1" = 1'-0"4 BOLLARD DETAIL NOT U S E D DATEDESCRIPTION01-11-13ISSUED FOR BID02-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT04-16-13REVISION 1 CONC. SLAB SEE FTG SCHED FOR REINF. CIRCULAR CONTROL JOINT AROUND COLUMN INTERIOR COLUMN ELEV-SEE FTG SCHEDULE NOTE: APPLY ASPHALT PAINT TO THE PORTIONS OF ALL STEEL COLUMNS THAT ARE EMBEDDED IN CONCRETE. GRAVEL BASE 1" SAND BOND BREAK SEE FTG. SCHEDULE3 1/2"24" ANCHOR BOLT, TACK WELD ON HEAVY DUTY HEX NUT VAPOR BARRIER 7"CONCRETE ENTRANCE SLAB - SEE SITE PLANS FOR DETAILS EXPANSION JOINT, W/ SILICONE SEALANT #4 CONT. BARS SEE TYP. FND WALL DETAILS FOR REINFORCING FIN FLR EL=150'-0" RIGID INSULATION, SEE SPECIFICATION 3' - 10"1' - 0"(2) #5 CONTINUOUS BARS #5 VERT. BARS 48" O.C. THRESHOLD TO COVER JOINT VAPOR BARRIER 4" 8" 4"3' - 10"1' - 0"4"8"4" 1' - 4" SEE SITE PLANS FOR BASE REQUIREMENTS (4) #4 CONTINUOUS HORIZ. BARS SEE TYP. SLAB ON GRADE DETAIL RIGID INSULATION PER SPECIFICATION FIN GRADE (2) #5 CONTINUOUS BARS #5 VERT. BARS 48" O.C. ROUGHEN JOINT 4' - 0" COVER MIN.COVER2" MIN1 1/2"1 1/2" CHAMFER OUTER EDGE OF FOUNDATION WALL AT CURTAINWALL VAPOR BARRIER NO NOTCH AT DOOR LOCATIONS, SEE DETAIL 5 T.O.F ELV. = 146'-2" T.O.F ELV. = 145'-2" T.O. SLAB ELV. = 150'-0"3' - 10"1' - 0"4"8"4" 1' - 4" SEE SITE PLANS FOR BASE REQUIREMENTS (4) #4 CONTINUOUS HORIZ. BARS SEE TYP. SLAB ON GRADE DETAIL RIGID INSULATION, SEE SPECIFICATION. TO TOP OF SLAB FIN GRADE (2) #5 CONTINUOUS BARS #5 VERT. BARS 48" O.C.ROUGHEN JOINT COVER2" MIN4'-0" TYP.6'-0" LG. #6 BARS EMBED 3' IN FND WALL AT 32" O.C & AT BOTH SIDES OF CMU CONTROL JOINTS & AT 16" O.C. FOR A DISTANCE OF 6'-0" AT BOTH SIDES OF OUTSIDE CORNERS (ONLY AT WALLS W/ CMU) VAPOR BARRIER T.O.F ELV. = 146'-2" T.O.F ELV. = 145'-2" T.O. SLAB ELV. = 150'-0" HOOPS & TIES - SEE REINF DETAILS DOWELS - SEE REINF. DETAILS L-SHAPED BARS - PLACE HOOK UNDER FOOTING REINFORCING SEE FTG. SCHEDULE FOR REINF.8"8"8"8"2"2"2"7"INSIDE FACE OF FND WALL (BEYOND) WALL FTG (BEYOND)3' - 10"SCHEDULESEE FTG.SEE FTG SCHEDULE CL FOR DIMENSIONS SEE PIER DETAILS CONTINUOUS WALL REBAR SEE FND WALL SECTIONS CONTINUOUS FTG REBAR - SEE FND WALL SECTIONS RIGID INSULATION, SEE SPECIFICATION, TAPER TO 1/2" AT TOP OF SLAB. PROVIDE CAULK JOINT AT PERIMETER OF FLOOR WHERE EXPOSED. 7 1/4" @ COLUMNS (SEE PIER DETAILS)3 1/2"24" ANCHOR BOLT W/ HEAVY HEX NUT, TACK WELD ON VAPOR BARRIER GRAVEL BASE-SEE TYP. SLAB DETAIL #4 REINF. CONTINUOUS SEE TYP. SLAB ON GRADE DETAIL 8"BOND BREAKER RIGID INSULATION PER SPECIFICATION3/4"9 3/4" VAPOR BARRIER x SCHEDULESEESEE FTG. SCHEDULE L-SHAPED BARS - PLACE HOOK UNDER FTG REINF. DOWELS - SEE REINF. DETAILS (3) HOOPS (TOP 6") - SEE REINF. DETAILS CIRCULAR ISOLATION JOINT INFILL COLUMN 3' - 10"8"8"8"8"2"2"2"7"24" ANCHOR BOLT W/ HEAVY DUTY HEX NUT TACK WELD ON 2"2" VAPOR BARRIER, TYP.3 1/2"8"1' - 4"8"8" CMU WALL EXPANSION JOINTSAND BOND BREAK GRAVEL BASE SLAB ON GRADE - SEE TYP. DETAIL #4 BAR 4'-0" O.C. GROUT SOLID #4 L-BARS IN FTG. 4'-0" O.C. (3) #4 BARS CONT. 8" CMU WALL GRAVEL BASE SLAB ON GRADE - SEE TYP. DETAIL #4 BAR 4'-0" O.C. GROUT SOLID #4 L-BARS IN FTG. 4'-0" O.C. (3) #4 BARS CONT. 1' - 4"8"VAPOR BARRIERVAPOR BARRIER LIFT & CONTAINMENT TUBES BY LIFT INSTALLER. CONCRETE FLOOR SLAB 6"1' - 6"6" FRAME ANCHOR SIDE & FRONT DIMENSIONS (VIF) 23.375" OR 73.625" 7,200 LBS. MAX. REACTION LONGITUDINAL & TRANSVERSE DIRECTION DUE TO ECENTRIC LOADS. 15,000 LBS. MAX VERTICAL LOADS105" (VIF)SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: S2.2FOUNDATION DETAILS (2)PROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 1" = 1'-0"4 INTERIOR PIER @ SALES & PARTS 1" = 1'-0"5 DOOR FOUNATION DETAIL 1" = 1'-0"1 FOUNDATION AT CURTAIN WALLS 1" = 1'-0"3 TYP. 4' FOUNDATION WALL 1" = 1'-0"2 TYP. 4' PIER DETAIL 1" = 1'-0"6 FND - OHD recess 3/4" = 1'-0"7 INTERIOR LOW PIER @ PARTS 1" = 1'-0"8 INTERIOR CMU WALL FOOTING 3/4" = 1'-0"9 SECTION AT CAR LIFT SUPPORTS DATEDESCRIPTION01-11-13ISSUED FOR BID02-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT04-16-13REVISION 105-01-13ISSUED FOR CONSTRUCTION REVISION 4 6325 LL 1 T.O.PIER= 149' - 5"#3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA) ANC. BOLTS 3" PROJECTION 1' - 0"4"8 1/8"#3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA) ANC. BOLTS 3" PROJECTION 1' - 0"4"2"2" T.O.PIER= 149' - 5" (4) AB1 (3/4" DIA) ANC. BOLTS 3" PROJECTION1' - 1 1/8"4"1' - 0"4"(4) AB1 (3/4" DIA) ANC. BOLTS 3" PROJECTION 5 3/8" 4"1' - 1 1/8"4"1' - 0"4"4" 5 3/8" 2"2" 2' - 4"8"2' - 0"#3 HOOPS (8) #6 VERTICALS (4) AB1 (3/4" DIA) ANC. BOLTS 3" PROJECTION (4) AB1 (3/4" DIA) ANC. BOLTS 3" PROJECTION T.O.PIER= 149' - 5"#3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA) ANC. BOLTS 3" PROJECTION8"2' - 0"6"2"2"6" #3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA) ANC. BOLTS 3" PROJECTION 1' - 0"4"2' - 0"8"8"2' - 0"1' - 4"1' - 4"1' - 4"8"1' - 10"1' - 4"8"4"1' - 0"1' - 4" 1' - 4" 2"2" 2' - 4" #3 HOOPS (8) #6 VERTICALS T.O.PIER= 149' - 5" T.O.PIER= 149' - 5"3/4"1' - 8"8"8"1' - 8" 16' - 8"19' - 0"15' - 4"19' - 0"16' - 8"3/4"T.O.PIER= 149' - 5"3/4"3/4"2"2" 8"8"8" B C D E F H K I (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION 2"2"#3 HOOPS (4) #6 VERTICALS 1' - 0"4"8"2"2"#3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION #3 HOOPS (4) #6 VERTICALS #3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION #3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION #3 HOOPS (4) #6 VERTICALS 3/4" 1' - 4" 11 1/2"4"2"2"8"1' - 4"1' - 4"1' - 4"1' - 4"8"1' - 4" 1' - 4"1' - 4"8"1' - 4" 11 1/2" FRAMED OPENING BETWEEN COLUMN LINE C & D 8"1' - 6" 1' - 0"4" 8"1' - 6" 1' - 0"4"2"2"2"2"11 1/2"4" 8" 11 1/2"4" 4" 11 1/2"4" FRAMED OPENING BETWEEN COLUMN F & H. FRAMED OPENING BETWEEN COLUMN F & E(4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION T.O.PIER= 149' - 5" FRAMED OPENING BETWEEN COLUMN LINE B & C 8"8"1' - 4"8"8"3/4"8"8"8"1' - 4"8"8"1' - 4"3/4" 3/4" NOTCH, TYP. 3/4" NOTCH, TYP.2"2"8"8"1' - 4"3/4" NOTCH, TYP.8"8"8"8"1' - 4"2"2"2"2"T.O.PIER= 149' - 5" T.O.PIER= 149' - 5" T.O.PIER= 149' - 4" T.O.PIER= 149' - 5" T.O.PIER= 149' - 5" T.O.PIER= 149' - 5" 6 J K6"2"2"6"#3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION 1' - 4"3/4"1' - 4"4"1' - 0"2"2"1' - 6"8"8"1' - 4"4"1' - 0" #3 HOOPS (4) #6 VERTICALS 3/4" 4 6 7325 A A 1 11 1/2"4"8 1/2"2"2" 8"1' - 4" #3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION #3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION 2"2"8"2' - 0"11 1/2"4"1' - 4" #3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION #3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION #3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION #3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION #3 HOOPS (4) #6 VERTICALS 2"2" 2' - 0"1' - 4"2' - 0"8"2"2" 1' - 4"1' - 4" 1' - 4"11 1/2"4"11 1/2"4"8"2' - 0"11 1/2"4"1' - 4"16' - 8"19' - 0"15' - 4"19' - 0"16' - 8"19' - 8"8"2' - 0"11 1/2"4"2"2" 1' - 4"11 1/2"4"2' - 0"T.O.PIER= 149' - 5"T.O.PIER= 149' - 5"T.O.PIER= 149' - 5" T.O.PIER= 149' - 5"1' - 4"3/4"7 1/4"8"8"8"8" 2"2"8"2' - 0"8"8"8"8" 2"2" 8"8" 1' - 4" T.O.PIER= 149' - 5" T.O.PIER= 149' - 5"3/4"3/4"3/4"3/4"3/4"8"3/4"8" 3/4" 3/4"8"8" 7 B C D E F H J (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION 4"11 1/2" 4"11 1/2"1' - 4"#3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION #3 HOOPS (4) #6 VERTICALS (4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION #3 HOOPS (4) #6 VERTICALS 6"2"2"6"8" 1' - 4"8"1' - 0"4"10"#3 HOOPS (8) #6 VERTICALS 2' - 0"1' - 4"1' - 4"8"1' - 4"1' - 4"8"1' - 4"1' - 4"8"1' - 4"1' - 4"8"1' - 4"1' - 4"8"1' - 6"8"(4) AB1 (3/4" DIA.) ANC. BOLTS 3" PROJECTION 4"11 1/2" 4"11 1/2"2"2"2"2"4"11 1/2" 4"11 1/2" PASS DOOR FRAMED OPENING RYTEC FRAMED OPENING RYTEC FRAMED OPENING 3/4"1' - 4" 3/4" 3/4" 8" 3/4" 3/4" 3/4" 3/4" 3/4"2"2"2"2"2"2"2"2"4 6325 E (4) AB1 (3/4" DIA) ANC BOLTS 3" PROJECTION #3 HOOPS (4) #6 VERTICALS 2"2"2"2"1' - 4"1' - 6"2"2"2"2"2"2"2"2" (4) AB1 (3/4" DIA) ANC BOLTS 3" PROJECTION (4) AB1 (3/4" DIA) ANC BOLTS 3" PROJECTION (4) AB1 (3/4" DIA) ANC BOLTS 3" PROJECTION (4) AB1 (3/4" DIA) ANC BOLTS 3" PROJECTION 2"2"2"2"2"2"2"2"T.O.FOOTING= 149' - 5"T.O.FOOTING= 149' - 5"T.O.FOOTING= 149' - 5"T.O.FOOTING= 149' - 5" T.O.PIER= 149' - 5" 5 (4) AB1 (3/4" DIA) ANC BOLTS 3" PROJECTION 2"2"2"2" T.O.FOOTING= 149' - 5" 432 H (4) AB1 (3/4" DIA) ANC BOLTS 3" PROJECTION INTO FOOTING AS SCHEDULED 2"2"2"2" (4) AB1 (3/4" DIA) ANC BOLTS 3" PROJECTION INTO FOOTING AS SCHEDULED (4) AB1 (3/4" DIA) ANC BOLTS 3" PROJECTION INTO FOOTING AS SCHEDULED T.O.FOOTING= 149' - 5"T.O.FOOTING= 149' - 5"T.O.FOOTING= 149' - 5"2"2"2"2"2"2"2"2" G (4) AB1 (3/4" DIA) ANC BOLTS 3" PROJECTION, INTO FOOTING. SEE FOOTING SCHEDULE 2"2"2"2"T.O.FOOTING= 149' - 5" 2"2 1/2" EXT. FND WALL FACEANCHOR BOLTS1/2" TO CL (VARIES BY LOCATION)2 1/2" FRAMEVARIES 1/2" ANCHOR BOLTS, 1 1/2" PROJECTION 3"EDGE OF FRAMED OPENING, FRAMING VARIES WITH LOCATION, SEE CECO DWGS. SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: S3.1PIER DETAILSPROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009 FRAMED OPENING DETAIL T.O.W. ELV.= 150'-0" TYP.DATEDESCRIPTION01-11-13ISSUED FOR BID02-08-13CONSTRUCTION PROPOSAL02-15-13ISSUED FOR PERMIT03-27-13ISSUED FOR CONTRACT04-16-13REVISION 105-01-13ISSUED FOR CONSTRUCTION REVISION 43 L 2 S3.2 3 S3.2 1' - 7"6 1/4"10"10"6 1/4"9' - 5 1/2"1' - 7" 1' - 0 3/4"2' - 11 1/4"2' - 11 1/4"1' - 0 3/4" 4' - 0"4' - 0"1' - 0"6"1' - 6"3' - 0"FOOTING BELOW ELEMENT PIER, NOTCH, POUR SIDEWALK TO TOP OF PIER NOTCH 1' - 2 1/4" EXISTING PIER EXISTING FOUNDATION WALL 8"4"9"9"9"6"6"6"6"CL ANCHOR BOLTS (4) PROVIDED BY AGI VERTICAL REBAR: (4) #5 REBAR HORIZONTAL: (7) #4 REBAR @ 6" O.C. TOP 24"; 9" O.C. BELOW EXISTING FOOTING BEYOND NOTCH TOP OF PIER, INFILL WITH SIDEWALK, BACK TO DOOR OPENING6"1' - 2 1/4" 2' - 0"2' - 0" 4' - 0" 5"5"4' - 10"1' - 0"1' - 0" (6) #5 X 18" LONG BARS, DRILL & EPOXY INTO EXISTING FOUNDATION WALL, (EACH SIDE) ANCHOR BOLTS (4) PROVIDED BY AGI VERTICAL REBAR: (4) #5 REBAR HORIZONTAL: (7) #4 REBAR @ 6" O.C. TOP 24"; 9" O.C. BELOW PIER L/ 3&4 2' - 8" 3' - 0" EXISTYING FOOTING L FACE OF FOUNDATION CL 1' - 0"3"3"1' - 6"10 1/2"7 1/2"1' - 4 1/2"1' - 0"6" (6) #5 X 18" LONG BARS, DRILL & EPOXY INTO EXISTING FOUNDATION WALL, (EACH SIDE) SHEET #:FOR VALID CERTIFICATIONORIGINAL SEAL & SIGNATURE REQUIREDPHONE (413) 536-0021 FAX (413) 536-09084 INDUSTRIAL DRIVE, SOUTH HADLEY, MA 01075ASSOCIATED BUILDERS, INC.EMAIL: abuilders@abuilders.comDRAWN BY: JOB #: S3.2PIER DETAILS (2)PROPOSED HYUNDAI DEALERSHIP347 KING STREETNORTHAMPTON, MA 01060RJC 12009DATEDESCRIPTION06-11-13ISSUED FOR CONSTRUCTION REVISON 1/2" = 1'-0"1 ELEMENT PIER ENLARGED PLAN 3/4" = 1'-0"2 PIER DETAIL (1) 3/4" = 1'-0"3 PIER DETAIL (2) 467325AABBCCDDEEFFHHJIIG1MEN'S10WOMEN'S9SHOWROOM2LOUNGE8RETAIL PARTS16SERVICEWRITE-UP15SERVICE MGR17LOCKER18PARTS21SPRINKLER22TANK RM23ELECT.24SERVICE26SERVICEDRIVE25HALL B19BUSINESSOFFICE13INTERNET6OFFICE5HALL A14SALES MGR4F & I3OFFICE11OFFICE12F & I75*''6FOR VALID CERTIFICATION ORIGINAL SEAL & SIGNATURE REQUIRED 0DRAWN BY:ISSUED,1$PROPOSED HYUNDAI DEALERSHIP 347 KING STREET NORTHAMPTON, MA 0106012009 REV DATE DESCRIPTION 1 02-18-13 PLUMBING CONSTRUCTION SETConsulting Engineers, Inc.ROBT W. HALLROBT W. HALLMEADOW STREET EXT.(413) 789-0960AGAWAM, MA 01001JOB NO. 196-5160-13PLUMBING FLOOR PLANSCALE: 1/8"=1'-0"P1.1PLBG FLOOR PLAN, DETAILS, & SCHEDULES WMG 467325AABBCCDDEEFFHHJIIG1MEN'S10WOMEN'S9LOUNGE8RETAIL PARTS16SERVICEWRITE-UP15SERVICE MGR17LOCKER18PARTS21SPRINKLER22TANK RM23ELECT.24SERVICE26SERVICEDRIVE25HALL B19BUSINESSOFFICE13INTERNET6OFFICE5HALL A14SALES MGR4F & I3OFFICE11OFFICE12F & I75*''6FOR VALID CERTIFICATION ORIGINAL SEAL & SIGNATURE REQUIRED 0DRAWN BY:ISSUED,1$PROPOSED HYUNDAI DEALERSHIP 347 KING STREET NORTHAMPTON, MA 0106012009 REV DATE DESCRIPTION 1 02-18-13 PLUMBING CONSTRUCTION SETConsulting Engineers, Inc.ROBT W. HALLROBT W. HALLMEADOW STREET EXT.(413) 789-0960AGAWAM, MA 01001JOB NO. 196-5160-13PLUMBING FLOOR PLANSCALE: 1/8"=1'-0"P1.2PLBG FLOOR PLAN, DETAILS, & SCHEDULES WMGWATER RISER DIAGRAM #1NOT TO SCALEWATER RISER DIAGRAM #2NOT TO SCALEWATER SERVICE PIPING DETAILNOT TO SCALE 5*''6FOR VALID CERTIFICATION ORIGINAL SEAL & SIGNATURE REQUIRED 0DRAWN BY:ISSUED,1$PROPOSED HYUNDAI DEALERSHIP 347 KING STREET NORTHAMPTON, MA 0106012009 REV DATE DESCRIPTION 1 02-18-13 PLUMBING CONSTRUCTION SETConsulting Engineers, Inc.ROBT W. HALLROBT W. HALLMEADOW STREET EXT.(413) 789-0960AGAWAM, MA 01001JOB NO. 196-5160-13GAS OIL INTERCEPTOR (MDC TRAP) PIPING DETAILNOT TO SCALEP1.3PLBG SPECIFICATIONS & DETAILS WMGWATER HEATER PIPING DETAILNOT TO SCALE