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12.23 setA- 8 0 0 1 3 2 4 RO O M NA M E XX X XX X - X EL E V A T I O N N U M B E R SH E E T X A- X X X DR A W I N G N U M B E R SH E E T RO O M N A M E RO O M N U M B E R WI N D O W T Y P E RO O M T A G DO O R T A G EL E V A T I O N T A G DE T A I L T A G X A- X X X DR A W I N G N U M B E R SH E E T SE C T I O N T A G XX . X DE M O L I T I O N N O T E X WI N D O W T A G DO O R N U M B E R WI N D O W T Y P E XX EQ U I P M E N T T A G NO T E R E F E R E N C E XX KE Y N O T E XX WA L L T A G WA L L T Y P E NO T E R E F E R E N C E WA L K O F F M A T F L O O R P L A N DE S I G N A T I O N CO N C R E T E I N F I L L F L O O R P L A N DE S I G N A T I O N EX I S T I N G C O N S T R U C T I O N F L O O R PL A N & S E C T I O N S D E S I G N A T I O N W2 WA I N S C O T D E S I G N A T I O N SE E D E T A I L 2 0 / A - 8 1 4 AB V . = A B O V E AD D T ' L . = A D D I T I O N A L AD O = A U T O M A T E D D O O R O P E N E R A. F . F . = A B O V E F I N I S H E D F L O O R AL U M . = A L U M I N U M AL U M . T . = A L U M U M I N U M T H R E S H O L D AP P R V ' D . = A P P R O V E D A. W . P . = A C O U S T I C A L W A L L P A N E L B. O . F . = B O T T O M O F F O O T I N G BL D G . = B U I L D I N G C. B . B . = C E M E N T I T I O U S B A C K E R B O A R D C. J . = C O N T R O L J O I N T C. L . = C E N T E R L I N E CL ' G . = C E I L I N G C. M . = C O N S T R U C T I O N M A N A G E R C. M . U . = C O N C R E T E M A S O N R Y CO N C . = C O N C R E T E CO N T . = C O N T I N U O U S CO O R . = C O O R D I N A T E DE G . = D E G R E E D. F . = D R I N K I N G F O U N T A I N DI A . = D I A M E T E R DT ' L . = D E T A I L DW G = D R A W I N G EA . = E A C H E. C . R . = E L E C T R I C A L L Y C O N D U C T I V E R U B B E R E. J . = E X P A N S I O N J O I N T EL E C T . = E L E C T R I C A L EL E V . = E L E V A T O R EQ . = E Q U A L E. W . C . = E L E C T R I C W A T E R C O O L E R EX ' G . = E X I S T I N G EX P . J T . = E X P A N S I O N J O I N T EX T = E X T E R I O R F. E . P . = F I N I S H E D E N D P A N E L FE / C = F I R E E X T I N G U I S H E R C A B I N E T FE / C 1 = L A R G E F I R E E X T E I N G U I S H E R C A B I N E T FE / B = F I R E E X T I N G U I S H E R B R A C K E T E D FI N . = F I N I S H ( E D ) F. R . P . = F I B E R G L A S S R E I N F O R C E D P A N E L F. R . T . = F I R E R E T A R D E N T T R E A T E D FT . = F O O T GA . = G U A G E G. C . = G E N E R A L C O N T R A C T O R G. F . C M U = G R O U N D F A C E C O N C R E T E M A S O N R Y U N I T GW B = G Y P S U M W A L L B O A R D H. D . P . E . = H I G H D E N S I T Y P O L Y E T H Y L E N E H. M . = H O L L O W M E T A L HO R Z . = H O R I Z O N T A L HR . = H O U R H. S . S . = H O L L O W S T R U C T U R A L S E C T I O N HT . = H E I G H T HV T = H O M O G E N E O U S V I N Y L T I L E I. D . = I N S I D E D I A M E T E R IN F O ( R ) = I N F O R M A T I O N IN S U L . = I N S U L A T I O N JT . = J O I N T LA M = L A M I N A T E LA V . = L A V A T O R Y LB . = P O U N D LP S P F = L O W P R E S S U R E S P R A Y E D P O L Y U R E T H A N E F O A M MA X . = M A X I M U M ME C H . = M E C H A N I C A L MF G / M F G R ' D = M A N U F A C T U R E D MI L . = M I L L I M E T E R MI N . = M I N I M U M MI S C . = M I S C E L L A N E O U S M. T . = M A R B L E T H R E S H O L D MT L . = M E T A L N. I . C . = N O T I N C O N T R A C T O. C . = O N C E N T E R O. D . = O U T S I D E D I A M E T E R P- L A M = P L A S T I C L A M I N A T E PL Y W D . = P L Y W O O D PN T = P A I N T PR E F I N . = P R E F I N I S H E D P. S . F . = P O U N D S P E R S Q U A R E F O O T PT D = P A I N T E D P. T . = P R E S S U R E T R E A T E D P. T I L E = P O R C E L A I N T I L E R. A . F . = R A I S E D A C C E S S F L O O R I N G R. C . B . = R U B B E R C O V E B A S E R. S . B . = R U B B E R S T R A I G H T B A S E R. C . P . = R E F L E C T E D C E I L I N G P L A N RE I N F . = R E I N F O R C E D RE Q ' D = R E Q U I R E D RM . = R O O M R. W . L . = R A I N W A T E R L E A D E R S. A . T . = S U S P E N D E D A C O U S T I C A L T I L E S. C . = S U B C O N T R A C T O R SC H E D . = S C H E D U L E S. C . W . = S O L I D C O R E W O O D S. F . C M U = S P L I T F A C E D C O N C R E T E M A S O N R Y U N I T SI M . = S I M I L A R S. G . = S H E E T G O O D S S. S . = S T A I N L E S S S T E E L T. O . S . = T O P O F S T E E L T. R . = T O I L E T R O O M T. S . = T R A N S I T I O N S T R I P TY P . = T Y P I C A L U. N . O . = U N L E S S N O T E D O T H E R W I S E VE R T . = V E R T I C A L VE S T . = V E S T I B U L E V. I . F . = V E R I F Y I N F I E L D W. W . F . = W E L D E D W I R E F A B R I C W. W . M . = W E L D E D W I R E M E S H WD . = W O O D L, W , H , D , R = L E N G T H , W I D T H , H E I G H T , D E P T H , R A D I U S W. A . P . = W I R E L E S S A C C E S S P O I N T F. E . P . = F I L L E R E N D P A N E L I. D . C . = I L L U M I N A T E D D I S P L A Y C A S E TH E C O L U M N S A T R O C K W E L L P L A C E DR A W I N G A B B R E V I A T I O N S SY M B O L S L E G E N D SI T E L O C A T I O N LI S T O F D R A W I N G S CR - 1 0 0 CR - 1 0 1 D- 1 0 0 D- 1 0 1 A- 1 0 0 A- 1 0 1 A- 1 0 2 A- 1 0 3 A- 1 0 4 A- 1 0 5 A- 2 0 0 A- 2 0 1 A- 3 0 0 A- 4 0 0 A- 4 0 1 A- 4 0 2 A- 6 0 0 A- 6 0 1 A- 6 0 2 A- 7 0 0 A- 8 0 0 A- 8 0 1 A- 9 0 0 GA R D E N L E V E L & F I R S T F L O O R E G R E S S P L A N & CO D E R E V I E W SE C O N D F L O O R & T H I R D F L O O R E G R E S S P L A N S & CO D E R E V I E W DE M O B A S E & F I R S T F L O O R DE M O S E C O N D A N D T H I R D F L O O R GA R D E N L E V E L & F I R S T F L O O R P L A N SE C O N D F L O O R & T H I R D F L O O R P L A N EN L A R G E D G A R D E N L E V E L D I M E N S I O N E D P L A N EN L A R G E D F I R S T F L O O R D I M E N S I O N E D P L A N EN L A R G E D S E C O N D F L O O R D I M E N S I O N E D P L A N EN L A R G E D T H I R D F L O O R D I M E N S I O N E D P L A N EX T E R I O R E L E V A T I O N S EX T E R I O R E L E V A T I O N S BU I L D I N G S E C T I O N S ST A I R 1 S E C T I O N A N D D E T A I L S ST A I R D E T A I L S EL E V A T O R S E C T I O N DO O R T Y P E S & D O O R D E T A I L S DO O R S C H E D U L E G A R D E N L E V E L & F I R S T F L O O R DO O R S C H E D U L E S E C O N D A N D T H I R D F L O O R RO O M F I N I S H S C H E D U L E GA R D E N L E V E L & F I R S T F L O O R E L E V A T I O N S SE C O N D F L O O R & T H I R D F L O O R E L E V A T I O N S RE F L E C T E D C E I L I N G P L A N S TI T L E S H E E T AR C H I T E C T U R A L D R A W I N G S : S1 . 1 S1 . 2 S1 . 3 S2 . 1 S2 . 2 S3 . 1 S4 . 1 S4 . 2 FO U N D A T I O N & F I R S T F L O O R F R A M I N G P L A N S SE C O N D & T H I R D F L O O R F R A M I N G P L A N S AT T I C & R O O F F R A M I N G P L A N S FO U N D A T I O N & F I R S T F L O O R S E C T I O N S FO U N D A T I O N & F I R S T F L O O R S E C T I O N S SE C O N D & T H I R D F L O O R S E C T I O N S TY P I C A L F R A M I N G D E T A I L S & G E N E R A L N O T E S TY P I C A L F R A M I N G D E T A I L S ST R U C T U R A L D R A W I N G S : FIRE PROTECTION DRAWINGS: PL U M B I N G D R A W I N G S : ME C H A N I C A L D R A W I N G S : ELECTRICAL DRAWINGS:CONSTRUCTION DOCUMENTS CBA PROJECT NO. 201432OCT. 26TH, 2015 ARCHITECTS:CAOLO & BIENIEK ASSOCIATES, INC.521 EAST STREET CHICOPEE, MA 01020 (413) 594-2800 STRUCTURAL ENGINEER:JOHNSON STRUCTURAL ENGINEERING, INC.101 HUNTOON MEMORIAL HIGHWAY ROCHDALE, MA 01542 (508) 892-4884 LANDSCAPE DESIGN:PLAN IT GREEN 142 MAIN STREET, SUITE 3 P.O. BOX 356 NORTHAMPTON, MA 01061 (413) 727-3900 CIVIL DESIGN:TERRY REYNOLDS ENGINEERING 152 MAPLEWOOD TERRACE FLORENCE, MA 01062 (413) 387-8078 MECHANICAL, PLUMBING AND FIRE PROTECTION:TOWSLEY ASSOCIATES 32 KNOLLWOOD DRIVE EAST LONGMEADOW, MA 01028 (413) 525-3170 L- 2 L- 3 L- 4 L- 5 L- 6 L- 7 L- 8 L- 9 EX I S T I N G C O N D I T I O N S L A N D S U R V E Y SI T E L A Y O U T P L A N SI T E G R A D I N G P L A N DR A I N A G E A N D U T I L I T I E S P L A N SI T E L A N D S C A P E P L A N SI T E L I G H T I N G P L A N SI T E D E T A I L S SI T E D E T A I L S SI T E D E T A I L S SI T E D R A W I N G S : HV A C - 1 HV A C - 2 HV A C - 3 HV A C G A R D E N L E V E L & F I R S T F L O O R P L A N HV A C S E C O N D & T H I R D F L O O R P L A N HV A C S C H E D U L E S A N D D E T A I L S P- 1 P- 2 P- 3 P- 4 P- 5 PL U M B I N G F O U N D A T I O N P L A N / M E C H A N I C A L ROOM PLAN DETAILS SCHEDULES AND LEGEND PL U M B I N G G A R D E N L E V E L & F I R S T F L O O R P L A N S WASTE & VENT PIPING PL U M B I N G S E C O N D & T H I R D F L O O R P L A N S W A S T E & V E N T P I P I N G PL U M B I N G G A R D E N & F I R S T F L O O R P L A N S WATER PIPING PL U M B I N G S E C O N D & T H I R D F L O O R P L A N S WATER PIPING PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION 3 L- 7 3 L- 7 6 L- 7 8 L- 7 4 L- 7 10 L- 7 1 L- 7 1 L- 7 7 L- 7 12 L- 7 12 L- 7 11 L- 7 6 L- 7 2 L-78L-7 8 L- 7 DRAWING #REV.UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAWISSUANCE DATE:PREPARED FOR:30 Village Hill Road Northampton, MA THE COLUMNS AT ROCKWELL PLACE JULY 21, 2015 DATE:REVISIONS:MASSACHUSETTS DEVELOPMENT APPROVAL REVIEW GRADING REVISIONS8/13/15 LAYOUT & GRADING REVISIONS10/20/15 REVISIONS11/11/15SITELAYOUTPLAN SCALE: 1" = 10'-0"L-2 DRAWING #REV.UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAWISSUANCE DATE:PREPARED FOR:30 Village Hill Road Northampton, MA THE COLUMNS AT ROCKWELL PLACE JULY 21, 2015 DATE:REVISIONS:MASSACHUSETTS DEVELOPMENT APPROVAL REVIEW GRADING REVISIONS8/13/15 LAYOUT & GRADING REVISIONS10/20/15 REVISIONS11/11/15SITEGRADINGPLAN SCALE: 1" = 10'-0"L-3 DRAWING #REV.UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAWISSUANCE DATE:PREPARED FOR:30 Village Hill Road Northampton, MA THE COLUMNS AT ROCKWELL PLACE JULY 21, 2015 DATE:REVISIONS:MASSACHUSETTS DEVELOPMENT APPROVAL REVIEW GRADING REVISIONS8/13/15 LAYOUT & GRADING REVISIONS10/20/15 REVISIONS11/11/15SITELANDSCAPEPLAN SCALE: 1" = 10'-0"L-5 PL A N T L I S T 9 L- 7 9 L- 7 DRAWING #REV.UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAWISSUANCE DATE:PREPARED FOR:30 Village Hill Road Northampton, MA THE COLUMNS AT ROCKWELL PLACE JULY 21, 2015 DATE:REVISIONS:MASSACHUSETTS DEVELOPMENT APPROVAL REVIEW GRADING REVISIONS8/13/15 LAYOUT & GRADING REVISIONS10/20/15 REVISIONS11/11/15SITELIGHTINGPLAN SCALE: 1" = 10'-0"L-6 11 L- 7 DRAWING #REV.UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAWISSUANCE DATE:PREPARED FOR:30 Village Hill Road Northampton, MA THE COLUMNS AT ROCKWELL PLACE JULY 21, 2015 DATE:REVISIONS:MASSACHUSETTS DEVELOPMENT APPROVAL REVIEW GRADING REVISIONS8/13/15 LAYOUT & GRADING REVISIONS10/20/15 REVISIONS11/11/15SITEDETAILS L-7 NO T T O S C A L E CO N C R E T E U N I T R E T A I N I N G W A L L 7 NO T T O S C A L E AC C E S S I B L E P A R K I N G S T A L L 6 NO T T O S C A L E CO N C R E T E P A D F O R E I T H E R D U M P S T E R O R T R A S H S H E D 2 NO T T O S C A L E CO N C R E T E P A V E R S O N A G G R E G A T E B A S E 3 NO T T O S C A L E CU T O F F L I G H T 9 NO T T O S C A L E EX T R U D E D A S P H A L T C U R B 5 NO T T O S C A L E VE R T I C A L C O N C R E T E C U R B 4 NO T T O S C A L E BI T U M I N O U S C O N C R E T E P A V E M E N T 8 NOT TO SCALEACCESSIBLE PARKING SIGN11 NO T T O S C A L E AR E A W A Y 12 NOT TO SCALE PR O J E C T S I G N 10 NO T T O S C A L E CO N C R E T E P A V I N G O N A G G R E G A T E B A S E 1 DN UP DN 2- H R 2- H R 2- H R 2- H R 2-HR 2-HR2-HR 2-HR 2-HR2-HR 2-HR2-HR 2-HR2-HR2-HR 2-HR2-HR2-HR 2-HR2-HR 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 MIN. 30 M I N . 30 MIN.30 MIN.30 MIN.30 MIN.30 MIN. 30 M I N . 30 M I N . 30 M I N . 30 MIN.30 MIN.30 MIN. 30 MIN.30 MIN.30 MIN. 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 1-HR 1-HR 30 M I N . 30 MIN. 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN. 1-HR 1-HR 1- H R 1- H R 2- H R 2- H R 2- H R 2- H R 2-HR 2-HR 2-HR 2-HR 2- H R 2- H R 2- H R 2- H R 2-HR 2-HR2-HR 2-HR 2-HR2-HR 2-HR2-HR 2-HR2-HR2-HR 2-HR2-HR2-HR 2-HR2-HR 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 MIN. 30 M I N . 30 MIN.30 MIN.30 MIN.30 MIN.30 MIN. 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 MIN.30 MIN.30 MIN. 30 MIN.30 MIN. 30 M I N . 30 MIN. 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN. 30 MIN.30 MIN. 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 MIN.30 MIN.30 MIN. 30 MIN.30 MIN.30 MIN. 30 M I N . 30 M I N . 2- H R 2- H R 2- H R 2- H R 2-HR 2-HR 2-HR 2-HR 1- H R 1- H R 1- H R S S S 2- H R 2- H R 2- H R -1 ' - 0 " CO N D O 1 0 2 10 2 - G STORAGE S-01 50 0 S F CO N D O 1 0 1 10 1 - G 50 6 S F CO N D O 1 0 2 10 2 - G 13 0 S F JA N . C L O S E T M- 0 1 56 6 S F CO N D O 1 0 4 10 4 - G 49 6 S F CO N D O 1 0 3 10 3 - G 47 5 S F CO N D O 1 0 7 10 7 - G 51 0 S F CO N D O 1 0 8 10 8 - G 506 SFCONDO 110 110-G767 SFSTORAGES-01 73 2 S F CO N D O 1 0 5 10 5 - G 487 SFCONDO 109 109-G ST A I R S1 STAIR S2 CO R R I D O R CG DI S C H A R G E D DI S C H A R G E A DISCHARGE B776 SFCONDO 111 111 498 SFCONDO 110 110 50 1 S F CO N D O 1 0 8 10 8 49 8 S F CO N D O 1 0 6 10 6 55 2 S F CO N D O 1 0 2 10 2 47 7 S F CO N D O 1 0 7 10 7 63 2 S F CO N D O 1 0 1 10 1 47 6 S F CO N D O 1 0 3 10 3 82 3 S F CO N D O 1 0 5 10 5 491 SFCONDO 109 109 51 8 S F CO N D O 1 0 4 10 4 CO R R I D O R C1 ST A I R S1 LO B B Y 10 0 DI S C H A R G E A DISCHARGE B DI S C H A R G E E DI S C H A R G E C ST A I R 3 S3 IN D I C A T E D D I R E C T I O N A N D P A T H O F E G R E S S NO T E : B O T H C A L C U L A T E D A N D A C T U A L E G R E S S L O A D S A R E I N D I C A T E D F O R E A C H S P A C E . T H E L A R G E R E G R E S S L O A D LI S T E D F O R E A C H R E S P E C T I V E S P A C E H A S B E E N U S E D I N C A L C U L A T I N G T H E R E Q U I R E D C A P A C I T Y O F A L L E G R E S S CO M P O N E N T S . LE G E N D : IN D I C A T E S 1 H O U R R A T E D C E I L I N G IN D I C A T E S S M O K E P A R T I T I O N ; 2 0 MI N U T E O P E N I N G PR O T E C T I V E S R E Q U I R E D , U . N . O . IN D I C A T E S 1 H R . F I R E B A R R I E R ; 6 0 M I N U T E O P E N I N G PR O T E C T I V E S R E Q U I R E D A T E X I T E N C L O S U R E S A N D 4 5 M I N . O P E N I N G PR O T E C T I V E S A T O T H E R L O C A T I O N S , U . N . O . IN D I C A T E S F I R E E X T I N G U I S H E R L O C A T I O N FE NO T E : A L L R A T E D A S S E M B L I E S ( S M O K E P A R T I T I O N S , 1 H O U R S E P A R A T I O N S , 2 H O U R SE P A R A T I O N S , A N D 3 H O U R F I R E W A L L S ) S H A L L B E C O N S T R U C T E D T O A V O I D A N Y UN P R O T E C T E D O P E N I N G S O R V O I D S I N T H E AS S E M B L Y . P R I M A R Y M A T E R I A L S F O R E A C H A S S E M B L Y S H A L L B E E X T E N D E D T O T H E I R FU L L E S T D I M E N S I O N W I T H A N Y R E M A I N I N G G A P S ( S U C H A S V O I D S I N M E T A L D E C K SY S T E M S ) F I L L E D W I T H F I R E S A F I N G MA T E R I A L S O R G R O U T E D S O L I D , E T C . B I D D E R S A R E R E S P O N S I B L E F O R PR O V I D I N G F U L L S E P A R A T I O N S , A S D E S C R I B E D , A T A L L L O C A T I O N S I N D I C A T E D A S RA T E D C O N S T R U C T I O N . IN D I C A T E S 2 H R . F I R E B A R R I E R ; 9 0 M I N U T E O P E N I N G PR O T E C T I V E S R E Q U I R E D A T E X I T E N C L O S U R E S A N D 9 0 M I N . O P E N I N G PR O T E C T I V E S A T O T H E R L O C A T I O N S , U . N . O . IN D I C A T E S 2 H O U R R A T E D C E I L I N G CO D E R E V I E W N A R R A T I V E : TH I S P R O J E C T C O N S I S T S O F A N E W B U I L D I N G L O C A T E D 3 0 V I L L A G E H I L L I N N O R T H A M P T O N , M A . T H E BU I L D I N G W I L L A C C O M M O D A T E T H E C O L U M N S A T R O CK W E L L P L A C E C O N D O S W H I C H I N C L U D E 2 5 C O N D O UN I T S . T H E C O D E S A P P L I C A B L E T O T H I S C O N T R A CT I N C L U D E 2 0 0 9 I N T E R N A T I O N A L B U I L D I N G C O D E WI T H M A A M E N D M E N T S , 7 8 0 C M R , E I G H T E D I T I O N ( B U I L D I N G C O D E ) , A N D T H E M A S S A C H U S E T T S AR C H I T E C T U R A L A C C E S S B O A R D . T H I S C O N S T R U C T I O N R E Q U I R E S A N A U T O M A T I C S P R I N K L E R S Y S T E M W H I C H W I L L B E I N S T A L L E D P E R NF P A 2 O 1 2 1 . CO N S T R U C T I O N T Y P E : GE N E R A L : TY P E I I I - B ( C O M B U S T I B L E , ) EXIT DISCHARGE CAPACITIES:*SEE INCLUDED SUMMARY TRAVEL DISTANCES:MAXIMUM EGRESS ACCESS TRAVEL MUST BE LESS THAN 250 FT.*SEE EXIT DISCHARGE CAPACITIES BELOW OC C U P A N C Y L O A D S : GR O U P R - 2 0 0 G R O S S S . F . P E R O C C U P A N T F O R R E S I D E N T I A L GR O U P S - 3 0 0 G R O S S S . F . P E R O C C U P A N T F O R ST O R A G E / M E C H A N I C A L ( T A B LE 1 0 0 4 . 1 , I B C 2 0 0 9 ) TO T A L O C C U P A N T A R E A : 2 2 , 8 0 5 S . F . TO T A L O C C U P A N T S = 1 , 2 5 8 O C C U P A N T S EG R E S S : CO R R I D O R W I D T H - 0 . 1 5 " P E R O C C U P A N T - T A B L E 1 0 0 5 . 1 7 8 0 C M R AM E N D M E N T T O I B C 2 0 0 9 25 6 * 0 . 1 5 " = 3 8 . 4 " U N O B S T R U C T E D O P E N I N G TH E R E F O R E 4 4 " M I N I M U M - S E C T I O N 1 0 1 8 . 2 I B C 2 0 0 9 DE A D - E N D C O R R I D O R L E N G T H : GR O U P R 3 , S P R I N K L E R S : 2 0 ' M A X . - S E C T I O N 1 0 1 8 . 4 I B C 2 0 0 9 NU M B E R O F E X I T S : 2 M I N I M U M - S E C T I O N 1 0 2 1 . 1 I B C 2 0 0 9 MA X I M U M T R A V E L D I S T A N C E T O E X I T : GR O U P R , S P R I N K L E R S : 2 5 0 ' - S E C T I O N 1 0 1 6 . 1 I B C 2 0 0 9 EX I T A C C E S S C A P A C I T I E S : BA S E D O N E G R E S S F A C T O R O F 0 . 1 5 I NC H P E R O C C U P A N T ( 7 8 0 C M R 1 0 0 5 . 1 ) DI S C H A R G E A AT ' S 1 ' S T A I R 1 : (1 ) 3 ' - 0 " D O O R S CL E A R O P E N I N G = 3 4 I N C H E S DI S C H A R G E C A P A C I T Y = 2 2 7 O C C U P A N T S EG R E S S D E S I G N L O A D = 2 1 O C C U P A N T S MA X . T R A V E L D I S T A N C E = 7 8 F T . ( F R O M C O N D O 20 1 , 2 0 2 , 3 0 1 , 3 0 2 ) / AL L O W A B L E P E R T A B L E 1 0 1 6 . 1 2 5 0 F T . WI T H S P R I N K L E R S Y S T E M . DI S C H A R G E B AT ' S 2 ' S T A I R 2 : (1 ) 3 ' - 0 " D O O R S CL E A R O P E N I N G = 3 4 I N C H E S DI S C H A R G E C A P A C I T Y = 2 2 7 O C C U P A N T S EG R E S S D E S I G N L O A D = 1 5 O C C U P A N T S MA X . T R A V E L D I S T A N C E = 1 0 6 F T . ( F R O M C O N D O 3 0 6 , 20 6 ) / A L L O W A B L E P E R T A B L E 1 0 1 6 . 1 2 5 0 F T . W I T H SP R I N K L E R S Y S T E M . DI S C H A R G E D OF F C O R R I D O R ' C G ' : (1 ) 3 ' - 0 " D O O R S CL E A R O P E N I N G = 3 4 I N C H E S DI S C H A R G E C A P A C I T Y = 2 2 7 O C C U P A N T S EG R E S S D E S I G N L O A D = 3 O C C U P A N T S MA X . T R A V E L D I S T A N C E = 3 9 F T . ( F R O M C O N D O 1 0 8 - G ) / AL L O W A B L E P E R T A B L E 1 0 1 6 . 1 2 5 0 F T . W I T H S P R I N K L E R SY S T E M . DISCHARGE E OF CORRIDOR 'C1':(1) 3'-0" DOORS CLEAR OPENING = 34 INCHES DISCHARGE CAPACITY = 227 OCCUPANTS EGRESS DESIGN LOAD = 10 OCCUPANTS MAX. TRAVEL DISTANCE = 102 FT. (FROM CONDO 102)/ALLOWABLE PER TABLE 1016.1 250 FT. WITH SPRINKLER SYSTEM. BU I L D I N G A R E A & H E I G H T L I M I T A T I O N S : BU I L D I N G S Q U A R E F O O T A G E : GA R D E N L E V E L : 8 , 4 0 0 FI R S T F L O O R : 7 , 5 4 0 SE C O N D F L O O R : 7 , 5 6 5 TH I R D F L O O R : 7 , 5 6 5 TO T A L B U I L D I N G S Q U A R E F O O T A G E : 3 1 , 0 7 0 AL L O W A B L E A R E A : 1 6 , 0 0 0 S . F . P E R F L O O R ( T A B E 5 0 3 , I B C 2 0 0 9 ) TO T A L B U I L D I N G H E I G H T : 4 8 ' - 1 0 " T O T H E P E A K O F T H E R O O F AL L O W A B L E H E I G H T : 4 S T O R I E S , 5 5 F E E T ( T A B L E 5 0 3 , I B C 2 0 0 9 ) - S P R I N K L E R H E I G H T I N C R E A S E : 1 S T O R Y , 2 0 F T ( 7 8 0 C M R , 5 0 4 . 2 ) -S P R I N K L E R A R E A I N C R E A S E 3 2 , 0 0 0 S . F . P E R F L O O R ( 7 8 0 C M R , 5 0 4 . 3 ) FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS:PRIMARY STRUCTURAL FRAME: 0 HR FIRE RATING EXTERIOR BEARING WALLS: 2 HR FIRE RATING INTERIOR BEARING WALLS: 0 HR FIRE RATING NONBEARING WALLS & PARTITIONS EXTERIOR: 0 HR FIRE RATING NONBEARING WALLS & PARTITIONS INTERIOR: 0 HR FIRE RATING FLOOR CONSTRUCTION AND SECONDARY MEMBERS: 0 HR FIRE RATING ROOF CONSTRUCTION AND SECONDARY MEMBERS: 0 HR FIRE RATING EXIT ACCESS CORRIDORS: 30 MIN FIRE RATING(TABLE 1018.1)STAIR SHAFTS: 2 HR FIRE RATING ELEVATOR SHAFT: 2 HR FIRE RATING ELEVATOR MACHINE ROOM: 1 HR FIRE RATING EMERGENCY ELECTRICAL ROOM: 1 HR FIRE RATING ELECTRICAL ROOMS (WITH SPRINKLERS): 0 HR FIRE RATING CO R R I D O R C G : G A R D E N L E V E L MI N . C L E A R W I D T H : 4 8 " EG R E S S C A P A C I T Y : 3 2 0 O C C U P A N T S EG R E S S D E S I G N L O A D : 3 1 O C C U P A N T S CO R R I D O R C 1 : F I R S T F L O O R MI N . C L E A R W I D T H : 4 8 " EG R E S S C A P A C I T Y : 3 2 0 O C C U P A N T S EG R E S S D E S I G N L O A D : 3 7 O C C U P A N T S CO R R I D O R C 2 : S E C O N D F L O O R MI N . C L E A R W I D T H : 4 8 " EG R E S S C A P A C I T Y : 3 2 0 O C C U P A N T S EG R E S S D E S I G N L O A D : 3 6 O C C U P A N T S CO R R I D O R C 3 : T H I R D F L O O R MI N . C L E A R W I D T H : 4 8 " EG R E S S C A P A C I T Y : 3 2 0 O C C U P A N T S EG R E S S D E S I G N L O A D : 3 6 O C C U P A N T S DI S C H A R G E C AT ' S 3 ' S T A I R 3 : (1 ) 3 ' - 6 " D O O R S CL E A R O P E N I N G = 4 0 I N C H E S DI S C H A R G E C A P A C I T Y = 2 6 7 O C C U P A N T S EG R E S S D E S I G N L O A D = 3 O C C U P A N T S MA X . T R A V E L D I S T A N C E = 6 3 F T . ( F R O M C O N D O 1 0 8 ) / AL L O W A B L E P E R T A B L E 1 0 1 6 . 1 2 5 0 F T . W I T H S P R I N K L E R SY S T E M . TYPICAL CONDO DISCHARGE OFF CORRIDOR 'C1':(1) 3'-0" DOORS CLEAR OPENING = 34 INCHES DISCHARGE CAPACITY = 227 OCCUPANTS EGRESS DESIGN LOAD TYP.= 4 OCCUPANTS MAX. TRAVEL DISTANCE = 43 FT. (FROM CONDO 103-G)/ALLOWABLE PER TABLE 1016.1 250 FT. WITH SPRINKLER SYSTEM.DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/8" = 1'-0"CR-100 201432GARDEN LEVEL & FIRST FLOOR EGRESS PLAN & CODE REVIEW 03/31/14HMCCheckerTHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 1 / 8 " = 1 ' - 0 " 1 TO W N H O U S E - G A R D E N L E V E L E G R E S S P L A N 1 / 8 " = 1 ' - 0 " 2 TO W N H O U S E - F I R S T F L O O R E G R E S S P L A N RO O M O C C U P A N C Y S C H E D U L E Ro o m Nu m b e r Ro o m T y p e R O O M T Y P E L e v e l A r e a # P E R S F # O F OC C U P . 10 9 - G C O N D O 1 0 9 R E S I D E N T I A L G A R D E N LE V E L 48 7 S F 2 0 0 3 11 0 C O N D O 1 1 0 R E S I D E N T I A L F I R S T FL O O R 49 8 S F 2 0 0 3 11 0 - G C O N D O 1 1 0 R E S I D E N T I A L G A R D E N LE V E L 50 6 S F 2 0 0 3 11 1 C O N D O 1 1 1 R E S I D E N T I A L F I R S T FL O O R 77 6 S F 2 0 0 4 20 1 C O N D O 2 0 1 R E S I D E N T I A L S E C O N D FL O O R 11 9 3 S F 2 0 0 6 20 2 C O N D O 2 0 2 R E S I D E N T I A L S E C O N D FL O O R 10 7 1 S F 2 0 0 6 20 3 C O N D O 2 0 3 R E S I D E N T I A L S E C O N D FL O O R 83 4 S F 2 0 0 5 20 4 C O N D O 2 0 4 R E S I D E N T I A L S E C O N D FL O O R 73 7 S F 2 0 0 4 20 5 C O N D O 2 0 5 R E S I D E N T I A L S E C O N D FL O O R 96 8 S F 2 0 0 5 20 6 C O N D O 2 0 6 R E S I D E N T I A L S E C O N D FL O O R 88 5 S F 2 0 0 5 20 7 C O N D O 2 0 7 R E S I D E N T I A L S E C O N D FL O O R 87 3 S F 2 0 0 5 30 1 C O N D O 3 0 1 R E S I D E N T I A L T H I R D FL O O R 11 9 3 S F 2 0 0 6 30 2 C O N D O 3 0 2 R E S I D E N T I A L T H I R D FL O O R 10 7 2 S F 2 0 0 6 30 3 C O N D O 3 0 3 R E S I D E N T I A L T H I R D FL O O R 83 2 S F 2 0 0 5 30 4 C O N D O 3 0 4 R E S I D E N T I A L T H I R D FL O O R 73 7 S F 2 0 0 4 30 5 C O N D O 3 0 6 R E S I D E N T I A L T H I R D FL O O R 97 0 S F 2 0 0 5 30 6 C O N D O 3 0 5 R E S I D E N T I A L T H I R D FL O O R 88 5 S F 2 0 0 5 30 7 C O N D O 3 0 7 R E S I D E N T I A L T H I R D FL O O R 89 8 S F 2 0 0 5 RE S I D E N T I A L : 3 5 2 4 6 6 2 S F 1 4 0 ST O R A G E M- 0 1 J A N . C L O S E T S T O R A G E G A R D E N LE V E L 13 0 S F 3 0 0 1 M- 0 2 M A C H I N E RO O M ST O R A G E G A R D E N LE V E L 55 S F 3 0 0 1 S- 0 1 S T O R A G E S T O R A G E G A R D E N LE V E L 76 7 S F 3 0 0 3 ST O R A G E : 3 9 5 2 S F 5 Gr a n d t o t a l : 4 7 2 6 2 6 2 S F 1 4 5 RO O M O C C U P A N C Y S C H E D U L E Ro o m Nu m b e r Ro o m T y p e R O O M T Y P E L e v e l A r e a # P E R S F # O F OC C U P . PU B L I C 10 0 L O B B Y P U B L I C F I R S T FL O O R 12 2 S F C1 C O R R I D O R P U B L I C F I R S T FL O O R 43 S F C2 C O R R I D O R P U B L I C S E C O N D FL O O R 26 S F C3 C O R R I D O R P U B L I C T H I R D FL O O R 25 S F CG C O R R I D O R P U B L I C G A R D E N LE V E L 28 S F E- 1 E L E V A T O R P U B L I C F I R S T FL O O R 66 S F S1 S T A I R P U B L I C G A R D E N LE V E L 14 6 S F S2 S T A I R P U B L I C G A R D E N LE V E L 14 3 S F S3 S T A I R 3 P U B L I C F I R S T FL O O R 49 S F PU B L I C : 9 6 4 8 S F 0 RE S I D E N T I A L 10 1 C O N D O 1 0 1 R E S I D E N T I A L F I R S T FL O O R 63 2 S F 2 0 0 4 10 1 - G C O N D O 1 0 1 R E S I D E N T I A L G A R D E N LE V E L 50 0 S F 2 0 0 3 10 2 C O N D O 1 0 2 R E S I D E N T I A L F I R S T FL O O R 55 2 S F 2 0 0 3 10 2 - G C O N D O 1 0 2 R E S I D E N T I A L G A R D E N LE V E L 50 6 S F 2 0 0 3 10 3 C O N D O 1 0 3 R E S I D E N T I A L F I R S T FL O O R 47 6 S F 2 0 0 3 10 3 - G C O N D O 1 0 3 R E S I D E N T I A L G A R D E N LE V E L 49 6 S F 2 0 0 3 10 4 C O N D O 1 0 4 R E S I D E N T I A L F I R S T FL O O R 51 8 S F 2 0 0 3 10 4 - G C O N D O 1 0 4 R E S I D E N T I A L G A R D E N LE V E L 56 6 S F 2 0 0 3 10 5 C O N D O 1 0 5 R E S I D E N T I A L F I R S T FL O O R 82 3 S F 2 0 0 5 10 5 - G C O N D O 1 0 5 R E S I D E N T I A L G A R D E N LE V E L 73 2 S F 2 0 0 4 10 6 C O N D O 1 0 6 R E S I D E N T I A L F I R S T FL O O R 49 8 S F 2 0 0 3 10 6 - G C O N D O 1 0 6 R E S I D E N T I A L G A R D E N LE V E L 49 6 S F 2 0 0 3 10 7 C O N D O 1 0 7 R E S I D E N T I A L F I R S T FL O O R 47 7 S F 2 0 0 3 10 7 - G C O N D O 1 0 7 R E S I D E N T I A L G A R D E N LE V E L 47 5 S F 2 0 0 3 10 8 C O N D O 1 0 8 R E S I D E N T I A L F I R S T FL O O R 50 1 S F 2 0 0 3 10 8 - G C O N D O 1 0 8 R E S I D E N T I A L G A R D E N LE V E L 51 0 S F 2 0 0 3 10 9 C O N D O 1 0 9 R E S I D E N T I A L F I R S T FL O O R 49 1 S F 2 0 0 3 PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION 2- H R 2- H R 2- H R 2- H R 2-HR 2-HR2-HR 2-HR 2-HR2-HR 2-HR2-HR 2-HR2-HR2-HR 2-HR2-HR2-HR 2-HR2-HR 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 MIN. 30 M I N . 30 MIN.30 MIN.30 MIN.30 MIN.30 MIN. 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 MIN. 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN. 30 M I N . 30 M I N . 30 M I N . 2- H R 2- H R 2- H R 2- H R 2-HR 2-HR 2-HR 2-HR 2- H R 2- H R 2- H R 2- H R 2-HR 2-HR2-HR 2-HR 2-HR2-HR 2-HR2-HR 2-HR2-HR2-HR 2-HR2-HR2-HR 2-HR2-HR 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 MIN. 30 M I N . 30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN. 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 M I N . 30 MIN. 30 M I N . 30 M I N . 30 M I N . 30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN. 30 M I N . 30 M I N . 2- H R 2- H R 2- H R 2- H R 2-HR 2-HR 2-HR 2-HR 11 9 3 S F CO N D O 2 0 1 20 1 83 4 S F CO N D O 2 0 3 20 3 73 7 S F CO N D O 2 0 4 20 4 CO N D O 2 0 6 20 6 88 5 S F CO N D O 2 0 6 20 6 873 SFCONDO 207 207 10 7 1 S F CO N D O 2 0 2 20 2 968 SFCONDO 205 205 CO R R I D O R C2 ST A I R S1 DI S C H A R G E BE L O W A T FI R S T F L O O R DISCHARGE BELOW AT FIRST FLOOR970 SFCONDO 306 305 83 2 S F CO N D O 3 0 3 30 3 73 7 S F CO N D O 3 0 4 30 4 88 5 S F CO N D O 3 0 5 30 6 11 9 3 S F CO N D O 3 0 1 30 1 10 7 2 S F CO N D O 3 0 2 30 2 898 SFCONDO 307 307 0" CO R R I D O R C3 ST A I R S1 DI S C H A R G E BE L O W A T FI R S T F L O O R DISCHARGE BELOW AT FIRST FLOOR STAIR S2 DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/8" = 1'-0"CR-101 201432SECOND & THIRD FLOOR EGRESS PLAN & CODE REVIEW 10/26/15HMCCheckerTHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 1 / 8 " = 1 ' - 0 " 1 TO W N H O U S E - S E C O N D F L O O R E G R E S S P L A N 1 / 8 " = 1 ' - 0 " 2 TO W N H O U S E - T H I R D F L O O R E G R E S S P L A N PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION UP DN DN EXISTING STAIR TO REMAIN.GUARD AND HANDRAIL TO REMOVED , TYP. AT EACH FLOOR.EXISTING STAIR TO REMAIN.GUARD AND HANDRAIL TO REMOVED , TYP. AT EACH FLOOR. EX T E R I O R W A L L F I N I S H E S S H A L L R E M A I N A N D W I L L B E C O NC E A L E D B E N E A T H F U R R E D C O N S T R U C T I O N A T T H E C O N C L U S I O N OF T H I S P R O J E C T , TH E C O N T R A C T O R S H A L L V I S I T T H E S I T E A N D F A M I L I A R I Z E H I MS E L F W I T H A L L E X I S T I N G C O N D I T I O N S A N D V E R I F Y T H E LO C A T I O N A N D E X I S T E N C E O F A L L I M P R O V E M E N T S , B O T H A B O V E A N D B E L O W T H E G R O U N D S U R F A C E P R I O R T O T H E IN I T I A T I O N O F A N Y W O R K . TH E C O N T R A C T O R S H A L L A T A L L T I M E S A D E Q U A T E L Y P R O T E C T T H E E X I S T I N G P R O P E R T Y A N D S I T E I M P R O V E M E N T S AG A I N S T D A M A G E . TH E C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R A N Y D A M A G E A S A R E S U L T O F C O N T R A CT O P E R A T I O N S , A N D S H A L L RE P L A C E O R R E P A I R D A M A G E D A R E A S T O T H E I R O R I G I N A L C O N D I T I O N . TH E C O N T R A C T O R S H A L L A P P L Y FO R A N D S U P P L Y A L L P E R M I T S . TH E O W N E R A S S U M E S N O R E S P O N S I B I L I T Y F O R A C T U A L C O N D I T I O N O F I T E M S O R S T R U C T U R E S T O B E D E M O L I S H E D . AL L W O R K S H A L L B E D O N E I N S T R I C T A C C O R D A N C E W I T H A L L S T A T E A N D L O C A L C O D E S A N D O R D I N A N C E S . TO T H E G R E A T E S T E X T E N T P O S S I B L E , T H E E X T E R I O R E N V E L O P E O F T H E B U I L D I N G S H A L L R E M A I N I N T A C T . T H E B U I L D I N G SH A L L R E M A I N W E A T H E R P R O O F A T A L L T I M E S . T H E G E N E RA L C O N T R A C T O R S H A L L P R O V ID E A L L T E M P O R A R Y M E A N S T O MA I N T A I N A W E A T H E R P R O O F B U I L D I N G . EX I S T I N G C O N S T R U C T I O N T O R E M A I N SH A L L B E A D E Q U A T E L Y S H O R E D A N D B R A C E D A S R E Q U I R E D U N T I L A L L N E W CO N S T R U C T I O N I S C O M P L E T E A S R E Q U I R E D T O B R A C E T H E S T R U C T U R E . TH E C O N T R A C T O R S H A L L P R E P A R E A N " A S B U I L T " D R A W I N G I N D I C A T I N G T H E L O C A T I O N O F A L L C A P P E D O R A B A N D O N E D UT I L I T E S . DE S I G N O F T H E ( M ) M E C H A N I C A L , ( P ) PL U M B I N G , ( E ) E L E C T R I C A L A D N ( F P ) F I R E P R O T E C T I O N S Y S T E M S S H A L L B E PR O V I D E D B Y T R A D E T H R O U G H T H E G E N E R A L C O N T R A C T O R / O W N E R . DE M O L I T I O N C O N T R A C T O R S S H A L L C O M P L E T E L Y F A M I L I A R I Z E T H E M S E L V E S W I T H T H E E X I S T I N G B U I L D I N G A N D I T S SY S T E M S P R I O R T O B E G I N I N G A N Y W O R K A N D C O O R D I N A T E D E M O L I T I O N R E Q U I R E M E N T S W I T H T H E G E N E R A L CO N T R A C T O R . LI M I T E D I N F O R M A T I O N I S P R O V I D E D I N T H E S E D E M O L I T I O N P L A N S B A S E D O N F I E L D O B S E R V A T I O N S O F E X I S T I N G EQ U I P M E N T W H I C H S H A L L B E M A D E S A F E A N D R E M O V E D . (M ) M E C H A N I C A L , ( P ) P L U M B I N G , ( E ) E L E C T R I C A L A D N ( F P ) F I R E P R O T E C T I O N S Y S T E M S I N C L U D E , B U T A R E N O T L I M I T E D TO , E X I S T I N G H V A C S Y S T E M S A N D C O M P O N E N T S , DO M E S T I C A S W E L L A S M E C H A N I C A L P I P I N G , G A S P I P I N G , A N D E L E C T R I C A L C O N D U I T , R A C E W A Y S , W I R I N G , P A N E L B O A R D S , SW I T C H G E A R , E T C . GE N E R A L D E M O L I T I O N N O T E S : IT I S N O T T H E I N T E N T O F T H E S E D E M O L I T I O N D R A W I N G S T O S H O W E A C H A N D E V E R Y P I E C E O F E Q U I P M E N T , F I X T U R E O R M A T E R I A L T O BE R E M O V E D , R A T H E R T O S H O W T H E G E N E R A L E X T E N T O F T H E W O R K . ALL OBSOLETE MATERIAL AND ITEMS ARE TO BE REMOVED. REFER TO A L L C O N T R A C T D O C U M E N T S F O R A D D I T I O N A L D E M O L I T I O N W O R K . TH E O W N E R S H A L L H A V E L A S T R I G H T S T O A N Y A N D A L L E Q U I P M ENT, DOORS AND FRAMES, HARDWARE, PLUMBING, AND ELECTRICAL FI X T U R E S , U N L E S S N O T E D O T H E R W I S E . T H E C O N T R A C T O R S H A L L P R O P E R L Y D I S P O S E O F A N Y A N D A L L M A T E R I A L A N D E Q U I P M E N T RE J E C T E D B Y T H E O W N E R . T H E O W N E R R E T A I N S T H E R I G H T T O S A L V A G E F O R H I S O W N U S E A N Y A N D A L L I T E M S N O T E D T O B E " R E M O V E D " DU R I N G T H E C O U R S E O F C O N S T R U C T I O N . ALL MATERIALS INDICATED TO BE REMOVED AND REUSED IN THE PROJECT SHALL BE RE M O V E D , S T O R E D A N D P R O T E C T E D B Y T H E C O N T R A C T O R . FO R C L A R I T Y , I N D I V I D U A L T O I L E T R O O M A CCESORIES ARE NOT SHOWN ON THE DEMOLITION PLAN, HOWEVER THE CONTRACTOR SHALL BE R E S P O N S I B L E F O R R E M O V I N G ALL SURFACE MOUNTED ACCESSORIES, INCLUDING BUT NOT LIMITED TO, SOAP DISPENSERS, TOWEL DI S P E N S E R S , T O I L E T T I S S U E D I S P E N S E R S , M I R R O R S , A N D G R A B B A R S . DR A W I N G S A N D D I M E N S I O N S O F E X I S T I N G C O N S T R U C T I O N A R E A P P R O X I M A T E I N N A T U R E . T H E C O N T R A C T O R S H A L L B E C O M P L E T E L Y RE S P O N S I B L E F O R F I E L D V E R I F Y I N G D I M E N S I O N S A N D C O N D I T I O N S A N D S U B S E Q U E N T L Y C O O R D I N A T I N G T H E W O R K O F A L L T R A D E S TO P R O V I D E F U N C T I O N A L A N D D I M E N S I O N A L C O M P A T I B I L T Y O F A L L C O M P O N E N T S . AL L E X I S T I N G B U I L D I N G C O M P O N E N T S , S U RFACES AND FINISHES, SCHEDULED TO REMAIN, WHICH ARE DAMAGED, STAINED OR OT H E R W I S E A L T E R E D A S A R E S U L T O F T H E E X E C U T I O N O F W O R K U N D E R T H I S C O N T R A C T S H A L L B E P A T C H E D , R E P A I R E D O R R E P L A C E D T O MA T C H T H E O R I G I N A L C O N D I T I O N . A L L R E Q U I R E D P A T C H I N G S H A L L M A T C H T H E E X I S T I N G A D J A C E N T C O N S T R U C T I O N , I N C L U D I N G PA I N T I N G , U N L E S S N O T E D O T H E R W I S E . EX T E N T O F C U T T I N G A N D P A T C H I N G S H A L L B E D E T E R M I N E D B Y A T H O R O U G H E X A M I N A T I O N O F A L L C O N T R A C T D O C U M E N T S , A N D L O C A T E D AS R E Q U I R E D F O R T H E F U L L S U C C E S S F U L E X E C U T I O N O F A L L W O R K D E S C R I B E D T H E R E W I T H I N . GE N E R A L C O N T R A C T O R S H A L L B E R E S P O N S I B L E FOR ALL FLOOR CLEANING, REPAIR & LEVELING REQ'D BY FLOORING OR FLOOR AC C E S S O R I E S D E M O L I T I O N . T H E S U R F A C E O F T H E F L O O R S H A L L B E L E V E L A N D F R E E O F C O N T A M I N A N T S T O P R O V I D E A N I D E A L SU S T R A T E F O R P E R M A N E N T F L O O R I N G I N S T A L L A T I O N . TH E T E R M " R E M O V E " S H A L L R E F E R T O T H E L E G A L , O F F S I T E D I S P O S A L O F T H E I N D I C A T E D I T E M , U N L E S S S P E C I F I C A L L Y N O T E D OT H E R W I S E . TH E C O N T R A C T O R S H A L L C O O R D I N A T E S T A G I N G A N D D U M P S T E R LOCATIONS WITH THE OWNER. THESE LOCATIONS SHALL BE PH O T O G R A P H E D P R I O R T O T H E P L A C E M E N T O F S T A G I N G A N D D U M P S T E R E Q U I P M E N T T O D O C U M E N T T H E E X I S T I N G C O N D I T I O N S O F T H E SP A C E S . T H E C O N T R A C T O R S H A L L B E C O M P L E T E L Y R E S P O N S I B L E F O R R E S T O R I N G S U C H L O C A I T O N S T O T H E I R O R I G I N A L C O N D I T I O N PR I O R T O P R O J E C T C L O S E O U T . W A S T E S S H A L L B E D E L I V E R E D T O D U M P S T E R S I N A C O N T R O L L E D F A S H I O N . = F I L L A R E A I N D I C A T E A P P R O X I M A T E E X T E N T O F EX I S T I N G S L A B T O B E S A W C U T A N D R E M O V E D F O R PR O P O S E D S T A I R L O C A T I O N S . DE M O L I T I O N L E G E N D : = D A S H E D L I N E S I N D I C A T E E X T E N T S L A B DE M O L I T I O N F O R S T A I R L O C A T I O N S . DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN As indicated D-100 201432GARDEN LEVEL & FIRST FLOOR DEMO PLANS 11/18/14EDDCAETHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MA 1 / 8 " = 1 ' - 0 " 1 DE M O F I R S T F L O O R 1 / 8 " = 1 ' - 0 " 2 DE M O B A S E F L O O R DATENO.REVISION Date 11Revision 1 AS INDICATED PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION DN DN EXISTING STAIR TO REMAIN.GUARD AND HANDRAIL TO REMOVED , TYP. AT EACH FLOOR.EXISTING STAIR TO REMAIN.GUARD AND HANDRAIL TO REMOVED , TYP. AT EACH FLOOR.DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/8" = 1'-0"D-101 201432SECOND & THIRD FLOOR DEMO PLANS 11/19/14EDDCAETHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MA 1 / 8 " = 1 ' - 0 " 1 DE M O S E C O N D F L O O R 1 / 8 " = 1 ' - 0 " 2 DE M O T H I R D F L O O R DATENO.REVISION Date 11Revision 1 AS INDICATED PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION 1 A- 3 0 0 1 A- 4 0 2 3 A-300 -1 0 ' - 0 " CO N D O 1 0 2 10 2 - G 32' - 11 3/4" 50 0 S F CO N D O 1 0 1 10 1 - G 50 6 S F CO N D O 1 0 2 10 2 - G 13 0 S F JA N . C L O S E T M- 0 1 56 6 S F CO N D O 1 0 4 10 4 - G 49 6 S F CO N D O 1 0 3 10 3 - G 47 5 S F CO N D O 1 0 7 10 7 - G 51 0 S F CO N D O 1 0 8 10 8 - G 506 SFCONDO 110 110-G767 SFSTORAGES-01 32' - 11 3/4" 73 2 S F CO N D O 1 0 5 10 5 - G 487 SFCONDO 109 109-G 10 5 - 1 3 10 5 - 1 4 10 5 - 7 10 5 - 8 10 5 - 9 10 5 - 1 0 10 7 - 7 10 7 - 6 10 8 - 2 10 8 - 3 10 8 - 4 110-3 110-4 110-5109-3109-6 109-5 C-002S-201S-202S-203S-204 S-205 S-206 S-207 S-301S-306 S-305S-302 S-304S-303S-108S-109S-110S-111S-106 S-107 S- 1 0 5 M- 0 0 1 M- 0 0 2 10 6 - 5 10 6 - 3 10 4 - 3 10 4 - 5 10 4 - 4 10 2 - 5 10 2 - 6 10 2 - 7 10 2 - 8 10 1 - 9 10 1 - 7 10 1 - 8 10 1 - 6 10 3 - 5 10 3 - 4 10 3 - 3 10 3 - 2 C- 0 0 1 E- 0 0 3 10 7 - 3 10 5 - 5 109-2 10 5 - 6 10 7 - 4 C-10C-11 S6 a S3 S3 S3 S3S3 S3 S3 S3S3 S6 S3S3S3 S6 S3 S4 S3S3 S3 S3 S3S3 S3 SU 2 S3 S3S3 S6 S3 a S3 a SU 2 SU 2 SU 2 S3 S6 S6 S6 S3S3 M8 d S6 M8 d S3 S4 S6 S6SU2 S3S3 S6S3S3S3S3S6a M1 0 b S3S3S3S6S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3S3 M8 d M1 0 c M8 c M8 M8 c M8 c M8 c S3S3 S6 S6 S3 S3 S3 S6aS3aS3aS6a S3 M1 0 c S3 S3 S3 S6 S3 S6 S6 a S3S3 S3 S3 S3 S6S6 S3S3S3S3 S3 S3 SU 3 S3 S3 S4 S3 S3 10 5 - 1 5 10 6 - 6 10 6 - 7 S6 49 6 S F CO N D O 1 0 6 10 6 - G S3 S3 SU 6 SU 6 S- 1 0 3 S-104 4 A- 3 0 0 M- 0 0 3 B B B B B B B B B BBB BBB B B B B A A A A A A 1 A- 4 0 0 F2 F2 F2 F2 F2 S6a F2 S6 a F2 F. 5 F.5 F. 5 F . 5 F. 5 F.5 F.5F.5 S3 SU 2 SU 2 F. 5 F2 F2 MA C H I N E R O O M M- 0 2 A- 4 0 2 7 M8 c M8 c M8 c M8 c F2 F2 F2 F1 F1 2 A-400 EL E V A T O R E- 1 M8 b 1 A- 3 0 1 EX T E N T O F E X I S T I N G C O N C . S L A B T O B E R E U S E D NE W S L A B , S E E E L E V A T I O N T A G S FO R F I N I S H F L O O R H E I G H T -1 0 ' - 0 " NE W S L A B , S E E E L E V A T I O N T A G S FO R F I N I S H F L O O R H E I G H T -9 ' - 0 " -1 1 ' - 4 " EX T E N T O F E X I S T I N G C O N C . S L A B T O B E R E U S E D 1 A- 3 0 0 1 A- 4 0 2 3 A-300 776 SFCONDO 111 111 498 SFCONDO 110 110 50 1 S F CO N D O 1 0 8 10 8 49 8 S F CO N D O 1 0 6 10 6 55 2 S F CO N D O 1 0 2 10 2 47 7 S F CO N D O 1 0 7 10 7 63 2 S F CO N D O 1 0 1 10 1 47 6 S F CO N D O 1 0 3 10 3 82 3 S F CO N D O 1 0 5 10 5 491 SFCONDO 109 109 51 8 S F CO N D O 1 0 4 10 4 10 1 10 1 - 2 10 1 - 3 10 2 - 3 10 2 - 2 10 2 10 1 - 1 10 4 10 4 - 1 10 4 - 2 10 3 - 1 10 3 C- 1 0 1 10 6 - 1 10 6 - 2 10 6 10 5 10 5 - 1 10 8 10 8 - 1 110 110-1110-2109109-1 111 111-1111-2 111-4111-3 111-5C-102 10 7 - 2 10 7 10 1 - 4 10 1 - 5 10 2 - 4 10 7 - 1 10 2 - 1 E- 1 0 2 E- 1 0 1 S4 S3 S6 S6 S3S3 S6 a S6 a SU 2 SU 2 S6 S4 S3 M8 d M8 M8 c SU 2 SU 2 S4 S3 S3 SU 3 SU 3 SU 3 S6 S4S3S3SU3S3S4 S3S3S3S3S6aS6S3S3SU3SU3S6 S3 S3 S3S3 M8 d S6 M8 d M8 d S6S6 SU2SU2SU2SU2 SU2SU2SU2 SU 2 SU 2 SU 2 S3 S6 S6 S6 S3 S3 S3 S3 S3 S3 S3 S3 SU 3 SU 3 S6 S3 S3 SU 2 S6 S3S3 SU 3 S6 a S6a SU 6 SU 2 S6 EW 7 E- 0 0 1 4 A- 3 0 0 EW 7 EW 7 A A A A A A A A A A SU2 SU 2 AA AAAAA A A A A A A A A A A A A A A A A A 1 A- 4 0 0 ST A I R 1 S- 1 STAIR 2 S-2 CC D D S6 a F2 F2 F2 F2 F. 5 F . 5 F.5 F.5 F.5 F. 5 F.5 F.5 F.5 F. 5 F.5 F.5 F. 5 EL E V A T O R E- 1 E- 0 0 2 E-004 A- 4 0 2 5 EW 1 4 EW 1 4 EW142A-400 EW 1 4 S3 S3 10 5 - 2 S3 S3 S3 SU 3 S3 S4 S3 S6 M1 0 c SU 3 ST A I R 3 S3 LO B B Y 10 0 A- 1 0 0 4 1 A- 3 0 1 0' - 0 " -2 ' - 4 " 7' - 6 " REFER TO STRUCT. DWGS. FOR MASONRY WALL REINFORCING REQUIREMENTS, TYP.HORIZ. JT. REINFORCING, TYP. AT 16" O.C., VERT.REINF. CONCRETE MASONRY UNITS.PROVIDE RUNNING BOND U.N.O.CONT. BOND BEAM, TYP. AT 48" O.C.,VERT. 7 5 / 8 " A T REFER TO RM. FIN. SCHED. AND SPECIFICATIONS FOR WALL FINISH INFOR.M10 M89 5 / 8 " A T M10 WALL TYPES (NOM. 10")M8 WALL TYPES (NOM. 8")REFER TO STRUCT. DWGS. FOR MASONRY WALL REINFORCING REQUIREMENTS, TYP.HORIZ. JT. REINFORCING, TYP. AT 16" O.C., VERT.REINF. CONCRETE MASONRY UNITS.PROVIDE RUNNING BOND U.N.O.CONT. BOND BEAM, TYP. AT 48" O.C.,VERT.PNT'D. 5/8" GWB (TYPE-X AT RATED ASSEMBLIES), OVER GALV. 7/8" MTL.HAT CHANNELS AT 16" O.C., MAX.7 5/8" AT M10cM8c9 5/8" ATM10c WALL TYPES (NOM. 10")M8c WALL TYPES (NOM. 8") RE F E R T O S T R U C T . D W G S . F O R MA S O N R Y W A L L R E I N F O R C I N G RE Q U I R E M E N T S , T Y P . HO R I Z . J T . R E I N F O R C I N G , T Y P . A T 16 " O . C . , V E R T . RE I N F . C O N C R E T E M A S O N R Y U N I T S . PR O V I D E R U N N I N G B O N D U . N . O . CO N T . B O N D B E A M , T Y P . A T 4 8 " O . C . , VE R T . PN T ' D . 5 / 8 " G W B ( T Y P E - X A T R A T E D AS S E M B L I E S ) , O V E R G A L V . 7 / 8 " M T L . HA T C H A N N E L S A T 1 6 " O . C . , M A X . , T Y P . BO T H S I D E S O F W A L L . 7 5 / 8 " A T M1 0 d M8 d 9 5 / 8 " A T M1 0 b W A L L T Y P E S ( N O M . 1 0 " ) M8 b W A L L T Y P E S ( N O M . 8 " ) 3 5 / 8 " @ 6" A T 8" A T S8 W A L L T Y P E S S6 W A L L T Y P E S S3 W A L L T Y P E S R- 1 1 S O U N D A T T E N U AT I O N B A T T S , T Y P . PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X AT R A T E D A S S E M B L I E S ) , T Y P . B O T H SI D E S O F W A L L . 22 G A . M E T A L S T U D F R A M I N G S Y S T E M , U. N . O . , A T 1 6 " O . C . M A X . S3 S 8 S6 SU 2 FA C E O F E X ' G . W A L L A S S E M B L Y T O RE M A I N . PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X AT R A T E D A S S E M B L I E S ) , O V E R G A L V . 7/ 8 " M T L . H A T C H A N N E L S A T 1 6 " O . C . , MA X . 1 1 / 2 " 2 2 G A . M E T A L S T U D F R A M I N G SY S T E M , U . N . O . , A T 1 6 " O . C . M A X . 1 1 / 2 " @ SU 2 W A L L T Y P E S RE F E R T O S T R U C T . D W G S . F O R MA S O N R Y W A L L R E I N F O R C I N G RE Q U I R E M E N T S , T Y P . HO R I Z . J T . R E I N F O R C I N G , T Y P . A T 16 " O . C . , V E R T . RE I N F . C O N C R E T E M A S O N R Y U N I T S . PR O V I D E R U N N I N G B O N D U . N . O . CO N T . B O N D B E A M , T Y P . A T 4 8 " O . C . , VE R T . PN T ' D . 5 / 8 " G W B ( T Y P E - X A T R A T E D AS S E M B L I E S ) , O V E R 2 2 G A . M E T A L S T U D FR A M I N G S Y S T E M , U . N . O . , A T 1 6 " O . C . M A X . , TY P . B O T H S I D E S O F W A L L . 7 5 / 8 " A T M1 0 d M8 d 9 5 / 8 " A T M1 0 d W A L L T Y P E S ( N O M . 1 0 " ) M8 d W A L L T Y P E S ( N O M . 8 " ) 6" 6" G A P B E T W E E N C M U S U R F A C E A N D BA C K S I D E O F G W B 1 1 / 2 " A I R G A P S6 a SA N D DE N O T E S W A L L T O H A V E A F I R E RA T I N G P E R U . L . N O : FS = S M O K E P A R T I T I O N F. 5 = 1 / 2 H O U R F I R E R A T E D W A L L F1 = 1 H O U R F I R E R A T E D W A L L F2 = 2 H O U R F I R E R A T E D W A L L F S DE N O T E S B A S E W A L L T Y P E M A T E R I A L & SI Z E ( N O M I N A L ) : M= M A S O N R Y MM = D O U B L E M A S O N R Y S= S T E E L S T U D SW = S H A F T W A L L SU = S T E E L S T U D ; U N F I N I S H E D O N E S I D E AM = M E T A L P A N E L A B O V E ; M A S O N R Y B E L O W IN D I C A T E S M A S O N R Y C O R E S T O B E FI L L E D S O L I D DE N O T E S V A R I A T I O N O N B A S E W A L L TY P E IN D I C A T E S W A L L T O B E G R O U T E D SO L I D WA L L T Y P E K E Y : NO T E S : 1. LO C A T I O N O F W A L L T Y P E M O D I F I E R S , O U T S I D E S Y M B O L , M A Y V A R Y . FS = S M O K E P A R T I T I O N S E P A R A T I O N S H A L L B E CO N S T R U C T E D O F M A T E R I A L S C O N S I S T E N T W I T H T H E TY P E O F C O N S T R U C T I O N A N D S H A L L B E C A P A B L E O F RE S I S T I N G T H E P A S S A G E O F S M O K E . T H E S M O K E PA R T I T I O N S S H A L L E X T E N D F R O M T H E F L O O R T O T H E UN D E R S I D E O F T H E F I R E R E S I S T A N C E R A T E D FL O O R / C E I L I N G T O T H E U N D E R S I D E O F T H E F L O O R O R RO O F D E C K A B O V E . 2. A L L S T U D W A L L S W H E R E G W B D O E S N O T E X T E N D T O D E C K , P R O V I D E CL O S E R T R A C K A T T O P O F C E I L I N G T O P R E V E N T C H I M N E Y E F F E C T . WA L L S T H A T H A V E F . 5 D E S I G N A T I O N SH A L L H A V E A M I N . " F I R E C O D E 3 0 " GW B . A N D S H A L L M E E T S T H E RE Q U I R E M E N T S O F U L D E S I G N U 4 0 7 . 6" A T S6 W A L L T Y P E S R- 1 1 S O U N D A T T E N U AT I O N B A T T S , T Y P . 2 L A Y E R S P N T ' D . 5 / 8 " G Y P S U M B O A R D TY P E - X T Y P . B O T H S I D E S O F W A L L . 22 G A . M E T A L S T U D F R A M I N G S Y S T E M , U. N . O . , A T 1 6 " O . C . M A X . S6 a WA L L S T H A T H A V E T H I S DE S I G N A T I O N A R E T W O H O U R WA L L S A N D S H A L L M E E T T H E RE Q U I R E M E N T S O F U L D E S I G N U 4 1 1 . S3 W A L L T Y P E S 3" A T S3 a SU 3 W A L L T Y P E S SO U N D A T T E N U A T I O N B A T T S , T Y P . A T 22 G A . M E T A L S T U D F R A M I N G S Y S T E M , U. N . O . , A T 1 6 " O . C . M A X . P R O V I D E 1 8 G A . ME M B E R S A T A L L U N B R A C E D W A L L S OV E R 1 2 ' - 0 " H I G H . SU 3 PN T ' D 5 / 8 " G Y P S U M B O A R D ( T Y P E - X AT R A T E D A S S E M B L I E S ) , T Y P . O N E SI D E O F W A L L O N L Y . 3 5 / 8 " @ SU 3 a W A L L T Y P E S SO U N D A T T E N U A T I O N B A T T S , T Y P . A T AC O U S T I C A L W A L L S . 22 G A . M E T A L S T U D F R A M I N G S Y S T E M , U. N . O . , A T 1 6 " O . C . M A X . P R O V I D E 1 8 G A . ME M B E R S A T A L L U N B R A C E D W A L L S OV E R 1 2 ' - 0 " H I G H . SU 3 a 2 L A Y E R S P N T ' D 5 / 8 " G Y P S U M B O A R D (T Y P E - X A T R A T E D A S S E M B L I E S ) , T Y P . ON E S I D E O F W A L L O N L Y . 3 5 / 8 " @ SU 6 6" SU 6 W A L L T Y P E S EW 1 4 PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X AT R A T E D A S S E M B L I E S ) , O V E R G A L V . 7/ 8 " M T L . H A T C H A N N E L S A T 1 6 " O . C . , MA X . 2 1 / 2 " 2 2 G A . M E T A L S T U D F R A M I N G SY S T E M , U . N . O . , A T 1 6 " O . C . M A X . 2 1 / 2 " @ SU 2 W A L L T Y P E S BL O W N I N I N S U L A T I O N T O F I L L CA V I T Y HO R I Z . J T . R E I N F O R C I N G , T Y P . A T 16 " O . C . , V E R T . 4" B R I C K MA S O N R Y U N I T S . V.I . F . 1' - 4 1 / 4 " MA T C H EX I S T I N G W A L L TH I C K N E S S . 3 5 / 8 " A T EW 7 W A L L T Y P E S R- 1 9 B A T T I N S U L A T I O N , T Y P . PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X AT R A T E D A S S E M B L I E S ) , T Y P . B O T H SI D E S O F W A L L . 2X 4 W O O D S T U D W A L L C O N S T R U C T I O N , AT 1 6 " O . C . M A X , T Y P . EW 7 1/ 2 " E X T E R I O R G R A D E S H E A T H I N G . MI N . 1 1 / 2 " E . I . F . S . O V E R A I R AN D M O I S T U R E B A R R I E R , TY P . EX T . G R A D E P L Y W O O D S H E A T H I N G . 2" M I N . A I R S P A C E 22 G A . M E T A L S T U D F R A M I N G S Y S T E M , U. N . O . , A T 1 6 " O . C . M A X . 1 1 / 2 " FI L L E N T I R E C A V I T Y W / C C S F IN S U L A T I O N ( R - 7 P E R I N C H ) 1 1 / 2 " G A P B E T W E E N F I N I S H F A C E O F EX I S T I N G W A L L T O B A C K S I D E O F 1 1 / 2 " LG S F 1 1 / 2 " S T E E L S T U D S W / 5 / 8 " G Y P . B D . FI L L C A V I T Y B E H I N D S T U D S T O E X I S T I N G WA L L W / C C S F I N S U L A T I O N ( R - 7 P E R I N C H ) RU N S T U D S F R O M A D J O I N I N G W A L L S T O ST U D C A V I T Y . G Y P . B D . N O T C O N T I N U O U S ON E X T E R I O R W A L L . DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN As indicated A-100 201432GARDEN LEVEL & FIRST FLOOR PLANS 11/20/15EDDCAETHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 1 / 8 " = 1 ' - 0 " 1 TO W N H O U S E - G A R D E N L E V E L 1 / 8 " = 1 ' - 0 " 2 TO W N H O U S E - F I R S T F L O O R 1 " = 1 ' - 0 " 4 TY P I C A L E X T E R I O R / I N T E R I O R W A L L C O N N E C T I O N PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION 1 A- 4 0 2 97 0 S F CO N D O 3 0 6 30 5 83 2 S F CO N D O 3 0 3 30 3 73 7 S F CO N D O 3 0 4 30 4 88 5 S F CO N D O 3 0 5 30 6 11 9 3 S F CO N D O 3 0 1 30 1 10 7 2 S F CO N D O 3 0 2 30 2 898 SFCONDO 307 307 30 1 30 1 - 1 30 1 - 2 30 1 - 4 30 1 - 5 30 1 - 6 30 1 - 7 30 1 - 8 30 1 - 9 30 2 - 8 30 2 - 6 30 2 - 5 30 2 - 7 30 2 - 4 30 2 - 2 30 2 - 1 30 2 C- 3 0 1 30 4 - 2 30 4 - 1 30 4 30 4 - 3 30 4 - 4 30 3 30 3 - 1 30 3 - 4 30 3 - 5 30 3 - 7 30 6 - 2 30 6 30 6 - 1 30 4 - 6 30 5 - 3 30 5 - 2 30 5 30 6 - 3 306-4 306-5305-4305-5 305-6 307-2 307-3C-302307-5 307-1307-4 30 1 - 3 30 2 - 3 307 S3 SU 2 SU 2 SU 2 SU 2 S4 S6 S3 S3S3 S6 SU 3 SU 3 S6 SU 3 S6 SU 3 SU 3 SU 3 S6SU 3 S6S6 SU 3 S6S6 S6 S3 S3 S3 SU 3 S3 SU 3 S3SU3S3S3S3S3S3S6aS3aS3a S3 S3 S3S3S6S6S4S6SU2S6S6SU2 SU 2 M1 0 b M8 d M8 d S4 S3 S6 S3S3 M8 M8 c M8 c S3 S3 S3 S6 SU 2 S3S3 S3 S3 SU 2 S4 S3 S6 a SU 2 SU 2 S3 S3 S3 S3 S3 S3 S3 SU3SU2SU2SU2 S4 S3 S3 SU 3 SU 3 S6 M8 d M8 d S3 S3 S6 S4 S3 S3 S4 S4 SU 2 SU 2 SU 2 SU 2 SU 2 SU 2 SU 2 S6 a 4 A- 3 0 0 1 A- 4 0 0 C A A A A A A A A A A A A A A A A AAAA A D A DAAAA A A A A A A A A A A A A A A A A A C S6 a S6 F.5 F.5 F2 F2 F2 ST A I R S1 F. 5 F.5 F. 5 F. 5 F.5 F.5F2S6aF2 30 3 - 6 EW 7 EW 7 S6 EW 7 2 A-400 8 A- 9 0 0 F2MM17 9 A- 9 0 0 1 A- 3 0 1 M8 c 1 A- 3 0 0 1 A- 4 0 2 3 A- 3 0 0 11 9 3 S F CO N D O 2 0 1 20 1 83 4 S F CO N D O 2 0 3 20 3 73 7 S F CO N D O 2 0 4 20 4 CO N D O 2 0 6 20 6 88 5 S F CO N D O 2 0 6 20 6 873 SFCONDO 207 207 10 7 1 S F CO N D O 2 0 2 20 2 96 8 S F CO N D O 2 0 5 20 5 20 1 - 2 20 1 - 1 20 2 - 2 20 2 - 1 20 2 - 4 20 1 - 4 20 1 - 3 20 2 - 3 20 2 - 6 20 1 - 6 20 1 - 8 20 1 - 9 20 2 - 8 20 1 - 7 20 1 - 5 20 1 20 2 C- 2 0 1 20 4 20 4 - 1 20 4 - 2 20 4 - 3 20 4 - 5 20 4 - 4 20 4 - 6 20 3 20 3 - 1 20 3 - 4 20 3 - 5 20 3 - 6 20 5 - 3 20 5 - 2 20 6 - 2 20 6 - 1 20 6 20 5 20 6 - 3 206-4205-4205-5 207-2 207-3 206-5207-1C-202 207207-4 20 2 - 5 S4 S3 SU 3 SU 3 S4 SU 3 SU 3 SU 3 S6 S4 SU 3 SU 3 SU 2 SU 2 S3 S6S6 M8 d M8 d S6 S6 S6 S3 S6 S6 S4 S3 S3 S4 S3 S3 S3 S3 S3 S3 S6 S6 S3 S3 S3S3 SU 2 SU 2 SU 2 SU 2 SU 2 SU 2 S3 S3 S3S3 S3 S6 S3 S3 S3 S3S3S3S3S3S3S6a M8 d M8 d S6S6 S6S6S4S6 S3S3SU2S3SU3SU3S3S3S3 SU 2 SU2 SU2SU2 SU2 M1 0 b SU2S6SU2 SU 2 SU 2 SU 2 SU 2 SU 2 SU 2 SU 2 SU 2 SU 2 SU 3 SU 3 S6 S6a S6SU3 S3 S3S3 20 2 - 7 205-6205-7 4 A- 3 0 0 1 A- 4 0 0 A A A A C A A A A A A A A A A A AAA A D A DAAAA A A A A A A A A A A A A A A A A A C F.5 S6 F.5 F.5 S6 a F2 F. 5 F.5 F.5 F.5F.5F2F2 S6 EW 7 EW 7 EW 7 EW 1 4 2 A-400 S3 1 A- 3 0 1 DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/8" = 1'-0"A-101 201432SECOND & THIRD FLOOR PLANS 10/26/15EDDCAETHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 1 / 8 " = 1 ' - 0 " 1 TO W N H O U S E - T H I R D F L O O R 1 / 8 " = 1 ' - 0 " 2 TO W N H O U S E - S E C O N D F L O O R PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION W/ D W/ D W/D W/D W/D DN W/D W/D W/D W/D W/ D DN DN W/ D CO N D O 1 0 1 10 1 - G S6 S3S3S3 S6 S3 S4 S3S3 S3S3S3 S3 SU 2 S3 S6 10 1 - 7 10 2 - 5 10 1 - 8 10 1 - 9 10 2 - 7 5' - 2 " 17 ' - 2 " 14' - 6 1/2" 2' - 0" 6' - 0 3 / 4 " S3 SU 3 B B 3' - 3 1 / 4 " 5" 3' - 4"9' - 2 3/4" 12 ' - 0 1 / 2 " 2' - 6 " 3' - 9 " 10 1 - 6 COORD W/ SHOWER UNIT 4' - 0"3' - 2"4' - 0"4' - 11" 3' - 0 " 6 1 / 2 " 3' - 3 1/4" 5" 8' - 4 " 5' - 5 1 / 4 " 3' - 0 " 1' - 3 1/2" 1' - 4 1 / 4 " CONDO 103 103-GS3S3S3S3S3 S3S3 S6 S6 S3 S6 S6a103-2 103-4103-3103-5 8' - 0 1 / 2 " 17' - 5"6' - 1 1/2"5' - 8"3' - 9 1/2" 8' - 1 " 6' - 2"3' - 8 1/2" BB S6 5' - 2"5' - 0"7 3/4"2' - 8"4' - 8 1/2"3' - 0"11"2' - 8 1/4"3' - 4"F1 17' - 6 1/4"3' - 4 1/2"3' - 0 3/4"4' - 7"14' - 10 3/4" COORD W/ SHOWER UNIT 3' - 11 1/2" CO N D O 1 0 4 10 4 - G S6 S3 S3S3 S6 S3 M1 0 c 10 4 - 5 10 4 - 4 10 4 - 3 9' - 0 1 / 4 " 22 ' - 1 0 " 8' - 9 " 3' - 6" 9' - 1 1/4" SU 3 SU 2 A A A A 4' - 9 1/2"3' - 0"1' - 3 1/2"3' - 0"5' - 6" 2' - 10" 20 ' - 8 3 / 4 " 2 1 / 4 " COORD W/ SHOWER UNIT 3' - 11 1/2" 9' - 4 1 / 4 " M8d M10c S3S4S3S4S3106-5 106-7106-67' - 5"8' - 2"BF.5 3' - 4"2' - 10"1' - 1"106-3 CONDO 106 106-G 8"10' - 7 3/4"2' - 10"3' - 8"14' - 1 1/4"10' - 9"13' - 8 3/4"COORD W/ SHOWER UNIT4' - 0"7' - 5"8' - 2"4' - 0 3/4"3' - 6"7' - 6 1/2"F.5 CO N D O 1 0 7 10 7 - G S6 S3S3 M8 d S6 S3 S4 S6 S6 SU 2 10 7 - 6 10 7 - 7 10 7 - 3 10 7 - 4 6' - 3 3 / 4 " 13 ' - 4 " 7' - 1 0 3 / 4 " 7' - 8 1/2" 5' - 2 1/4" 13' - 10 1/2" B B SU 2 F . 5 F. 5 5" 3' - 0 " 3' - 0 1 / 2 " 3' - 0"2' - 0 1/2" 5" 5' - 10"2' - 6" 13 ' - 4 1 / 2 " COORD W/ SHOWER UNIT 4' - 0"3' - 5 1/2" 4 1/4" 8' - 0 " F. 5 CO N D O 1 0 8 10 8 - G M8 d M1 0 b M8 c M8 S6 S3 S3 S3 SU 3 10 8 - 3 10 8 - 4 8' - 8 1 / 4 " 18 ' - 9 " 13' - 3 1/2" S6 SU 2 B B F2 F2 F. 5 F. 5 F . 5 SU 2 SU 3 SU 3 2' - 4 1 / 4 " 5' - 8 1/4"3' - 0"1' - 6"3' - 0"9" 10 ' - 5 1 / 2 " 18 ' - 9 " 1' - 0 " COORD W/ SHOWER UNIT 4' - 0"3' - 8"6' - 10 3/4" 2' - 7 1 / 4 " 4' - 9 1 / 2 " 1' - 4 " 3' - 4 " 13 ' - 1 1 / 4 " CONDO 109 109-G S6S3S3 S6S3S3S3S3S6aS6aS6109-3109-2 109-6 109-53' - 0"14' - 1"7' - 10" 13' - 7" 3' - 5 1/4"5' - 4 1/2"BBB F.53' - 0"3' - 0"4 3/4"SU2 S64' - 10"3' - 0"10 1/2"3' - 0"1' - 2"1' - 0 3/4"S3 14' - 1"7' - 11 1/2"3' - 0"4 3/4"COORD W/ SHOWER UNIT 3' - 11 1/2"F.5 CO N D O 1 1 0 11 0 - G M1 0 b S3 S3 S3 S6 11 0 - 3 11 0 - 5 11 0 - 4 5' - 6 1/2" 20 ' - 1 0 1 / 2 " 8' - 2 1 / 4 " B B B B 1' - 1 1/4"1' - 3 1/2"6 1/2" 2' - 8" 4' - 8 1/4" 3' - 4 " 3 1 / 2 " M8 d F. 5 F. 5 SU 3 M1 0 b 3' - 0" COORD W/ SHOWER UNIT 4' - 0" 3' - 0" 4' - 6 3 / 4 " 12 ' - 1 1 " 8' - 2 1 / 4 " CO N D O 1 0 2 10 2 - G S6 S6 S4 S3S3 S3 S3 S3S3 S3 M1 0 c S3 S3 S3 10 1 - 8 10 2 - 8 10 2 - 7 10 2 - 6 10 2 - 5 8' - 4 " 8' - 5 1 / 4 " 6' - 1 1 / 4 " 3' - 0"2' - 1 1/4"3' - 3 1/2" 2' - 6 1 / 2 " 17 ' - 4 " 5' - 2 " A A S3 3' - 3 " 12 ' - 2 1 / 4 " 2 3 / 4 " 3' - 5 1/4"5' - 4 1/4" 1' - 6"6' - 0"1' - 4 1/4" 3' - 0 " 2' - 6 " 3' - 4" 5' - 0 " 3 1 / 2 " 1' - 4 1 / 4 " 8' - 2" 7' - 2"12' - 1 1/2" 1' - 9 1/2" COORD W/ SHOWER UNIT 4'-0" V.I.F.0"1' - 4" -1 ' - 0 " 32' - 11 3/4" 50 0 S F CO N D O 1 0 1 10 1 - G 50 6 S F CO N D O 1 0 2 10 2 - G 13 0 S F JA N . C L O S E T M- 0 1 56 6 S F CO N D O 1 0 4 10 4 - G 49 6 S F CO N D O 1 0 3 10 3 - G 47 5 S F CO N D O 1 0 7 10 7 - G 51 0 S F CO N D O 1 0 8 10 8 - G 506 SFCONDO 110 110-G767 SFSTORAGES-01 32' - 11 3/4" 73 2 S F CO N D O 1 0 5 10 5 - G 487 SFCONDO 109 109-G 3' - 3 " 9' - 8" 5' - 4 " 3' - 0 " 18 ' - 2 3 / 4 " 12' - 1 1/2" 17 ' - 3 " 2' - 6 1 / 2 " 6' - 0 3 / 4 " 4' - 0" 4' - 0" 17 ' - 1 1 / 2 " 8' - 0 1 / 2 " 3' - 11 1/2" 8' - 3 1/4"6' - 3" 3' - 0 " 17 ' - 5 " 8' - 4 " 3' - 3 1 / 4 " 2' - 7 1 / 4 " 5' - 7 1/2" 9' - 0 1 / 2 " 9' - 0" 21' - 2 " 7' - 2 3/4" 5' - 2 " 13' - 8 3/4"13' - 8 3/4" 8' - 10" 3' - 0" 3' - 11 1/2" 6' - 0 1 / 4 " 10 ' - 1 0 3 / 4 " 13' - 6 1/4"2' - 5" 7' - 2 " 3' - 11 1/2"3' - 11 1/4" 2' - 1 0 " 4' - 0 " 7' - 9 3/4" 4' - 0 " 8' - 0 " 12 ' - 5 3 / 4 " 4' - 3 " 6' - 0 " 3' - 0 " 3' - 0 " 13 ' - 4 " 4' - 0"8' - 0 1/4"5' - 4 1/4" 13' - 7 1/4" 3' - 0"3' - 0"17' - 10 3/4"14' - 1"7' - 10 3/4" 2' - 0" 3' - 5" 3' - 0" 11 ' - 5 1 / 2 " 3' - 1" 6' - 11 1/4" 7' - 4 3/4" 4' - 0 " 7' - 9" 8' - 0 3 / 4 " 4' - 5 1 / 4 " 6' - 10" 11 ' - 8 " 8' - 8 1 / 4 " 4' - 0"3' - 0 " 18 ' - 7 1 / 2 " 20' - 11 1/4"8' - 0"4' - 0 3/4"3' - 0 1/4"5' - 6 1/2"13' - 10 1/2"8' - 0"9' - 0 1/4"2' - 10 3/4"8' - 1 1/4"4' - 5"4' - 4 3/4"4' - 3 1/4"4' - 3 1/4"4' - 4 3/4"4' - 5"4' - 0"4' - 0"6' - 7"7' - 6 3/4"7' - 6 3/4"4' - 4"4' - 4"4' - 3 1/2"4' - 3 1/2"4' - 4"4' - 4"4' - 3 1/4"4' - 3"4' - 3"4' - 2 1/2"4' - 3"4' - 3"4' - 2 1/2"4' - 3 1/4"4' - 5"4' - 5 1/2" 6' - 0 3 / 4 " 6' - 0 " 13' - 7 1/4" 4' - 8 1/2" CLEAR 4' - 0" CLEAR 4' - 7 1/4" 8' - 0 3 / 4 " 12 " M I N . 4' - 3 1/2" MIN. 4' - 8 1 / 2 " CO N D O 1 0 6 10 6 - G 5' - 5 1/4"8' - 0" 6' - 0 1 / 2 " 3' - 10"11' - 0" 6' - 1 1 " 3' - 2 3/4" 6' - 2 " 32 ' - 4 1 / 2 " 6' - 5 1 / 2 " 6' - 5"4' - 0 3/4" 6' - 8 1 / 4 " 8' - 2 " 10 ' - 8 1 / 4 " 9' - 4 1 / 4 " 3' - 2 1 / 4 " 5' - 4 3/4" 8' - 0 3/4" 17' - 7" 7' - 6 1/2" 7' - 6 1/2" 13' - 8 3/4" 5' - 8 1 / 4 " 8' - 0 1/2"4' - 11 3/4"4' - 11"13' - 11 1/4" 12' - 10 3/4" 10 5 - 6 10 5 - 1 4 10 5 - 1 3 10 5 - 8 10 5 - 9 10 5 - 7 10 5 - 1 0 10 5 - 1 5 10 5 - 1 6 B B B S6 a S3 S3 S3 a S6 a SU 2 SU 2 SU 2 S3 S6 S6 S3 S3 S3 S3 S3 S3 S3 M8 d F. 5 F. 5 7 1 / 4 " 1' - 9 " 5' - 0 " 3' - 0 " 5' - 5 " 2' - 8 1 / 4 " 2' - 2 " 8" 6' - 0 " 7' - 1 1 / 2 " 1' - 4 1 / 4 " 9' - 3 3/4"3' - 0"1' - 6" S3 CO N D O 1 0 5 10 5 - G CO N D O 1 0 5 10 5 - G 2' - 1 1 / 2 " 5' - 0 " 2 3 / 4 " 3' - 0 1 / 2 " 12 ' - 7 " 11 ' - 0 " 3' - 8 1 / 2 " CO O R D W / S H O W E R U N I T 4' - 0 " 2' - 7 3 / 4 " 3' - 0 1 / 2 " 2' - 1 1/4" 7' - 5 1 / 4 " 7 1 / 2 " 2' - 2 3 / 4 " 8' - 2 " 6' - 0 1 / 2 " 6' - 2 " 6' - 1 1 / 4 " 1' - 4 1/4"3' - 0"9' - 3 3/4" F. 5 DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN As indicated A-102 201432ENLARGED GARDEN LEVEL DIMENSIONED PLAN 10/13/15HMCCAETHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 1 / 4 " = 1 ' - 0 " 1 EN L A R G E D P L A N - G A R D E N L E V E L 1 0 1 1 / 4 " = 1 ' - 0 " 2 EN L A R G E D P L A N - G A R D E N L E V E L 1 0 3 1 / 4 " = 1 ' - 0 " 3 EN L A R G E D P L A N - G A R D E N L E V E L 1 0 4 1/4" = 1'-0" 5 ENLARGED PLAN - GARDEN LEVEL 106 1 / 4 " = 1 ' - 0 " 6 EN L A R G E D P L A N - G A R D E N L E V E L 1 0 7 1 / 4 " = 1 ' - 0 " 7 EN L A R G E D P L A N - G A R D E N L E V E L 1 0 8 1 / 4 " = 1 ' - 0 " 8 EN L A R G E D P L A N - G A R D E N L E V E L 1 0 9 1 / 4 " = 1 ' - 0 " 9 EN L A R G E D P L A N - G A R D E N L E V E L 1 1 0 1 / 4 " = 1 ' - 0 " 10 EN L A R G E D P L A N - G A R D E N L E V E L 1 0 2 1 / 8 " = 1 ' - 0 " 4 TO W N H O U S E - G A R D E N L E V E L D I M E N S I O N S 1 / 4 " = 1 ' - 0 " 11 EN L A R G E D P L A N - G A R D E N L E V E L 1 0 5 PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION RE F . RE F . RE F . REF. RE F . REF. REF. REF. REF. RE F . REF. REF. RE F . W/D CO N D O 1 0 1 10 1 S6 S3 S3 S3 S3 SU 3 SU 3 S6 S3S3 SU 2 S6 S3 S3 10 1 10 1 - 2 10 1 - 3 10 2 10 1 - 1 10 1 - 4 10 1 - 5 11 ' - 1 " 23 ' - 8 1 / 2 " 6' - 3 1/2" 11 ' - 1 " 17' - 10 1/2" A- 8 0 0 21 3 6' - 11 1/2" A A C 2' - 6"2' - 10"2' - 1 1/2" 3' - 4 " 7 1 / 2 " 10 " 3' - 0 " 1' - 0 " 2' - 8 " 1' - 8 1 / 2 " M.O 3' - 0" F. 5 F. 5 F. 5 EW 7 EW 7 S6 14' - 10" 3' - 2 " CLEAR 4' - 0" 7' - 1 1 / 2 " 1' - 4 1 / 4 " 6' - 6 1/4" CO N D O 1 0 2 10 2 S3 S3 S3S3 SU 3 SU 3 S6 S3 SU 2 S6 EW 7 10 2 - 3 10 2 - 2 10 2 10 1 - 5 10 2 - 4 10 2 - 1 7' - 2 " 4' - 0 1 / 2 " 3' - 2 3 / 4 " 4' - 3 1 / 2 " 11 ' - 1 " 11' - 5 1/4" A- 8 0 0 54 6 A A A C S6 F. 5 F . 5 3' - 4 " 1' - 7 " 3' - 0 " 1' - 0 " 2' - 8 " 1' - 8 " 2' - 1"2' - 10"2' - 1" 3' - 1 1 3 / 4 " 6' - 6 1/4" CONDO 103 103 S6S3S3S6S3S3S6a S6SU3S6a103-1 10313' - 7 3/4"27' - 2 3/4"5' - 2 1/4"8' - 4 3/4"3' - 8"A-8008 7AAF.5F2 3' - 4"20' - 6"2' - 10"3' - 11"24' - 4 1/4"2' - 6 3/4"10 3/4"8 3/4"2' - 0"8 3/4"5' - 2 1/4"F2 F.5 CO N D O 1 0 4 10 4 S3 S4 S3 SU 2 S3 S3 S3 S6 10 4 10 4 - 1 10 4 - 2 7' - 2 3 / 4 " 3' - 9 1 / 4 " 4 1 / 4 " 3' - 8 1 / 4 " 29 ' - 1 1 1 / 2 " A- 8 0 0 109 11 A A A A 2' - 6"2' - 6"2' - 1 1/2" 3' - 4 " 9 3 / 4 " 3' - 0 " 9" S6 F. 5 14 ' - 8 1 / 2 " 7' - 7 " 10 ' - 1 1 1 / 2 " 6' - 9 3/4" 3' - 7 3 / 4 " 6' - 8"6' - 10 1/4" 2' - 1"11' - 5 1/2" F. 5 CO N D O 1 0 5 10 5 SU 2 SU 2 S6 a SU 2 SU 2 S6 M8 d S6 10 5 A- 8 0 0 12 13 A A A F. 5 F2 3' - 0 " 3' - 0 " 3' - 1 1/2" 1' - 1 " 2' - 6 " 4' - 7 " 3' - 8"12' - 3 3/4" 16 ' - 6 " 8' - 5 " 6' - 6 1 / 2 " 2' - 9 " 3' - 2 " 4' - 8 " 2' - 1 1 " 5' - 0 " 16 ' - 7 1 / 2 " 10 ' - 9 " F. 5 F. 5 CONDO 106 106S4S3M8d SU2 SU2106-1106-2106 10' - 1"15' - 8 1/4"6' - 2 1/2"A-800 1415M10cM8dM8b AAAF.5F.5 7' - 0"7"3' - 4"9' - 1"3' - 3"2' - 9 1/2"3' - 0"3' - 3 1/4"2' - 6"2' - 4 1/2"13' - 0" CO N D O 1 0 7 10 7 3' - 1 " S6 S6 S3S3 S3 S3 M8 d 10 7 - 2 10 7 10 7 - 1 3' - 2 " 9' - 0 " 13' - 6" 28 ' - 4 3 / 4 " 4' - 11" A A F. 5 S6 F. 5 4' - 1"2' - 10" 1' - 10" 4 1 / 4 " 3' - 4 " 6" 3' - 0 " 6" 8' - 4 1 / 4 " 12 ' - 0 " 9' - 0 " 8' - 5 1/2" CO N D O 1 0 8 10 8 M8 M8 c SU 2 SU 2 S4 S3 S3 SU 3 SU 3 SU 3 S6 10 8 10 8 - 1 9' - 8 " 20 ' - 0 1 / 2 " 6' - 11 1/2"8' - 6 1/2" 6' - 6 " 7' - 3 " 7' - 1 1 / 4 " 13' - 8 3/4" A- 8 0 0 18 19 M1 0 b A A A F2 F2 F. 5 M8 d 2' - 6 " 3' - 0 3 / 4 " SU 2 F. 5 1' - 7 1 / 4 " 3' - 4 " 3' - 2"12' - 9" 7' - 1 " 4 3 / 4 " 2' - 6 " 11 ' - 1 1 3 / 4 " CO N D O 1 0 9 10 9 S6 S3 S3 SU 3 SU 3 S6 S6 S6 a 10 9 10 9 - 1 29 ' - 2 1 / 2 " 13' - 10 1/2" 8' - 8 1 / 2 " 3' - 6 1 / 4 " 5 1 / 4 " 3' - 0 " A- 8 0 0 20 21 22 A A A M8 d F2 F. 5 F. 5 3' - 10 1/2"2' - 10" 8' - 1 0 1 / 4 " 6 3 / 4 " 8' - 3 1/4"5' - 2" 3' - 4 " 12 ' - 7 1 / 2 " 3' - 0 " 1' - 0 3 / 4 " 8' - 7 3 / 4 " 1' - 10 1/4" F. 5 SU 2 CONDO 110 110S4S3S3SU3M8dS6 SU2110110-1110-2 6"3' - 4"3' - 4"9' - 11"29' - 7"13' - 8 3/4"17' - 1"A-800 2423 M1 0 b M10b AAAA3' - 7 3/4"2' - 8"3' - 7 1/4"7 1/2"3' - 3"7' - 6"8 1/2"12' - 6"2' - 6" CO N D O 1 1 1 11 1 S3 S4 S3 S3 S3 S3 S6 a S6 SU 3 SU 2 SU 2 SU 2 SU 2 SU 2 SU 2 S6 a 11 1 11 1 - 1 11 1 - 2 11 1 - 4 11 1 - 3 11 1 - 5 C- 1 0 2 6' - 4 3 / 4 " 9' - 3 " COORD W/ SHOWER UNIT 4' - 0"3' - 0 1/2"6' - 0" 32' - 11 3/4" 13 ' - 6 1 / 2 " 7' - 8 " 4' - 0"13' - 7" A- 8 0 0 27 26 25 A A A A DA D S6 F2 4 1/4"3' - 4"5" 5" 2' - 1 0 " 2' - 1 1 / 4 " 3' - 0 " 2' - 6 " 3' - 6 1 / 2 " 4 3/4"2' - 6"1' - 1 3/4"5' - 0"6 3/4" 10 ' - 9 1 / 4 " 14 ' - 0 " 776 SFCONDO 111 111 498 SFCONDO 110 110 50 1 S F CO N D O 1 0 8 10 8 49 8 S F CO N D O 1 0 6 10 6 55 2 S F CO N D O 1 0 2 10 2 47 7 S F CO N D O 1 0 7 10 7 63 2 S F CO N D O 1 0 1 10 1 47 6 S F CO N D O 1 0 3 10 3 82 3 S F CO N D O 1 0 5 10 5 491 SFCONDO 109 109 51 8 S F CO N D O 1 0 4 10 4 11 ' - 1 " 17' - 10 1/2"11' - 5 1/4" 6' - 1 0 1 / 4 " 7' - 2 " 13 ' - 3 1 / 4 " 9' - 2 1 / 4 " 3' - 2 1 / 4 " 4' - 0 " 3' - 1" 7' - 0" 3' - 2 " 7' - 4 " 39 ' - 1 1 " 3' - 1 " 3' - 2 1 / 4 " 25 ' - 0 " 13' - 6" 16' - 1 1/4" 13' - 10 1/2" 16' - 3 1/4" 13' - 10 1/2" 7' - 7 1/4" 8' - 4 1/4" 8' - 1"3' - 0"25' - 10 1/2" 4' - 9 " 7' - 0 " 10' - 1" 7' - 6 1 / 2 " 4' - 7 " 2' - 4 3/4" 6' - 8" 15 ' - 1 1 1 / 4 " CLEAR 4' - 0" 8' - 7 1 / 2 " 6' - 6 " 6' - 6 1/4" 2' - 4 1/2" 19 ' - 8 3 / 4 " 7' - 3 " 3' - 1 1/2" 29' - 4"7' - 6"3' - 2 1/4"16' - 10 3/4"9' - 11"3' - 2 3/4"9' - 4 1/2"4' - 0"13' - 11 1/4"32' - 11 3/4"14' - 0"29' - 2 1/2" 28 ' - 5 1 / 4 " 13' - 10 1/2" 30 ' - 1 0 1 / 2 " 3' - 0 " 11 ' - 1 " 20 ' - 4 " 8' - 4" 4' - 6 3 / 4 " 5' - 3 3/4" 6' - 11 1/2" 7' - 10" 12 " M I N . 18 " M I N 18 " M I N . 4' - 6" ST A I R 3 S3 LO B B Y 10 0 2' - 9 1/4"13' - 1 3/4"19' - 0 1/4" 3' - 2 1 / 4 " 43 ' - 6 " 27 ' - 3 1 / 2 " 3' - 8 3 / 4 " 16' - 4" 14 ' - 8 1 / 2 " 3' - 1 3 / 4 " 16' - 4" 7' - 1 1/4"6' - 6 1/4" 6' - 2 1 / 2 " 26 ' - 1 1 " CL E A R 7' - 1 0 " CLEAR 4' - 7 1/4" 24 ' - 4 1 / 4 " 16 ' - 7 1 / 2 " 8' - 7 3 / 4 " 6' - 6 1 / 2 " 7' - 2 1 / 2 " 8' - 0 3/4" 5' - 2" 12 ' - 0 1 / 2 " 9' - 1 1/4"12' - 7 1/2"3' - 6 1/4"8' - 9"14' - 0" 10 ' - 1 1 / 4 " 3' - 3" 16' - 1 1/4" DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN As indicated A-103 201432ENLARGED FIRST FLOOR DIMENSIONED PLAN 09/25/15HMCCheckerTHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MA 1 / 4 " = 1 ' - 0 " 1 EN L A R G E D P L A N - F I R S T F L O O R 1 0 1 1 / 4 " = 1 ' - 0 " 2 EN L A R G E D P L A N - F I R S T F L O O R 1 0 2 1/4" = 1'-0"3ENLARGED PLAN - FIRST FLOOR 103 1 / 4 " = 1 ' - 0 " 4 EN L A R G E D P L A N - F I R S T F L O O R 1 0 4 1 / 4 " = 1 ' - 0 " 5 EN L A R G E D P L A N - F I R S T F L O O R 1 0 5 1/4" = 1'-0"6ENLARGED PLAN - FIRST FLOOR 106 1 / 4 " = 1 ' - 0 " 7 EN L A R G E D P L A N - F I R S T F L O O R 1 0 7 1 / 4 " = 1 ' - 0 " 8 EN L A R G E D P L A N - F I R S T F L O O R 1 0 8 1 / 4 " = 1 ' - 0 " 9 EN L A R G E D P L A N - F I R S T F L O O R 1 0 9 1/4" = 1'-0"10ENLARGED PLAN - FIRST FLOOR 110 1 / 4 " = 1 ' - 0 " 11 EN L A R G E D P L A N - F I R S T F L O O R 1 1 1 DATENO.REVISION Date 11Revision 1 AS INDICATED 1 / 8 " = 1 ' - 0 " 12 TO W N H O U S E - F I R S T F L O O R D I M E N S I O N S F.5 F.5 PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION REF. W/ D W/ D W/ D REF. W/D RE F . W/ D RE F . W/D REF. W/D RE F . REF. W/D CO N D O 2 0 1 20 1 S4 S3 SU 3 SU 3 S4 SU 3 SU 3 SU 3 S6 S4 SU 3 SU 3 S6S6 S6 S6 S3 S3 S3S3 SU 2 SU 2 SU 3 SU 3 20 1 - 2 20 1 - 1 20 2 - 2 20 2 - 1 20 2 - 4 20 1 - 4 20 1 - 3 20 2 - 3 20 2 - 6 20 1 - 6 20 1 - 8 20 1 - 9 20 1 - 7 20 1 - 5 20 1 20 2 17' - 11 1/2" 11 ' - 1 " 13 ' - 6 " 35 ' - 1 1 1 / 2 " 13' - 7" 13 ' - 2 1 / 2 " 3' - 0 " 8' - 0 " 7' - 6 3 / 4 " 7' - 6 3 / 4 " 7' - 2 3 / 4 " 7' - 2 3 / 4 " 7' - 6 3 / 4 " 11 ' - 1 " - A- 8 0 1 2928 A A A A A A A C 20 1 - 1 0 S3 EW 7 EW 7 SU 3 SU 3 SU 3 SU 3 F. 5 M.O. 6' - 0" 10 3/4"3' - 4" 4 3 / 4 " 4' - 11 1/4"3' - 0"4' - 6 1/2" 6' - 7 3/4" 10 ' - 4 3 / 4 " 2' - 3 3 / 4 " 1' - 1 1 / 4 " 3' - 8 3 / 4 " 4' - 5 3 / 4 " 2' - 6 " 1' - 7 1 / 2 " 3' - 0 " 6' - 0 " 2' - 6 " 6' - 0 " 10 3 / 4 " 3' - 4 " 9' - 8 1 / 4 " 8' - 0 " 4' - 10 1/4"1' - 2 3/4" 4' - 0" COORD W/ SHOWER UNIT 4' - 0" F. 5 CO N D O 2 0 2 20 2 SU 3 SU 3 S4 SU 3 SU 3 S6 SU 3 SU 3 SU 2 SU 2 S3 S6 S6 SU 2 20 2 - 2 20 2 - 1 20 2 - 4 20 2 - 3 20 2 - 6 20 1 - 9 20 2 - 8 20 2 20 2 - 5 20 2 - 7 11 ' - 1 " 7' - 2 3 / 4 " 7' - 6 3 / 4 " 7' - 6 3 / 4 " 8' - 0 " 3' - 0 " 13' - 7" 31' - 6 1 / 2 " 7' - 1 1 " 14 ' - 6 1 / 4 " 11 ' - 1 " 11' - 6 1/4" A- 8 0 1 30 A A A A A A A C 20 2 - 9 S3S3 S6 2"8' - 0 1/2"9"3' - 4" M.O. 6' - 0"5' - 4 3/4" 5" 11 1 / 4 " 4' - 0 1 / 2 " 6' - 0 " 6' - 4 " 6' - 0 " 2' - 4 1 / 4 " 10 ' - 4 1 / 2 " F. 5 3' - 4 " 6' - 8 " 4' - 6 1 / 2 " 1' - 0 3 / 4 " 3' - 0 " 1' - 6" 7' - 6 3 / 4 " 4 1/4" 4' - 1 1/4" COORD W/ SHOWER UNIT 4' - 0" CO N D O 2 0 3 20 3 M8 d SU 2 SU 2 SU 2 S3S3 S3S3 S3 S6 S6 S3 20 3 20 3 - 1 20 3 - 4 20 3 - 5 20 3 - 6 9' - 8 1 / 2 " 2' - 0 " 12 ' - 1 1 3 / 4 " 7' - 0 " 10 ' - 2 " 2' - 0"13' - 7" 13 ' - 8 3 / 4 " 28 ' - 7 " 10 " 13' - 5 3/4" A- 8 0 1 31 32 A A A A SU 3 S3S3 1' - 8 3 / 4 " 8' - 0 " 6 3 / 4 " 1 1/4"3' - 0" 5" 3' - 0 " 3 1/2"2' - 6" F. 5 9' - 5 1 / 2 " 3' - 4 " 6 1 / 2 " 2' - 9 3 / 4 " 9' - 8 3 / 4 " 2' - 7 3/4" 7 1/2" 2 3 / 4 " 5" 2' - 8 3/4"4' - 0 1/2" COORD W/ SHOWER UNIT 4' - 0" F. 5 CO N D O 2 0 4 20 4 M8 d S6 S6 S6 S4 S3 S3 S4 S3 S3 S3 S3 S3 S3 SU 2 SU 2 SU 2 SU 2 SU 2 20 4 20 4 - 1 20 4 - 2 20 4 - 3 20 4 - 5 20 4 - 4 20 4 - 6 10 ' - 1 0 1 / 4 " 10 ' - 5 3 / 4 " 14 ' - 1 1 / 2 " 4' - 4 1 / 2 " 6' - 6 1/4" 8' - 4 " 11 ' - 1 0 " 7' - 5 " 3' - 4 " 3' - 0 " 5' - 6 3 / 4 " 13' - 8 3/4" A- 8 0 1 3433 35 A A A A A 6 3 / 4 " 7 1/4"2' - 3 3/4" F. 5 2' - 6 " 6 3 / 4 " 2' - 6 " 2' - 7 " 2"1' - 10"1' - 2"5' - 0" SU 3 M8 M8 c M8 c F2 F. 5 F2 8' - 6 1/2"3' - 10" 7' - 10 3/4" 2' - 9 3/4" 4 1 / 2 " 5' - 8 " 3' - 0 1 / 2 " 5 3/4" 4' - 1 1/2"3' - 0" 2 1 / 2 " 4' - 2 1 / 4 " 2' - 0 " CO O R D W / S H O W E R U N I T 4' - 0 " CONDO 205 205 S6 S3 S3 S3 S3S3S3S3S3S3S6a M8 d S6 SU 2 SU2 SU3 S3S3 20 5 - 3 20 5 - 2 20 5 205-4205-5 205-6205-7 10' - 2 1/2"3' - 4" 9' - 3 1 / 2 " 5' - 2 1 / 2 " 19 ' - 0 1 / 2 " 5' - 6"5' - 6"11' - 6"2' - 0"16' - 8" 41' - 1 1 / 4 " A- 8 0 1 36 37 A A A AAAA F. 5 F.59 1/2"3' - 0"1' - 0 3/4"5' - 0"5' - 0"F2 4' - 2 3 / 4 " 3' - 3 1 / 4 " 10 " 1' - 3 1 / 2 " 3' - 4 " 4 1/2"9"4 1/2"12' - 2 1/4"11' - 1 3/4" 3' - 0 " 4' - 0 " 3' - 6" 14 ' - 3 1 / 2 " 3' - 0"11 3/4"2' - 8"2' - 5 1/4"16' - 9 1/4"COORD W/ SHOWER UNIT4' - 0"3' - 7 1/4"2' - 10" CO N D O 2 0 6 20 6 S6 S6 S3 S6 S6S6S4 S6SU2M10bS6 SU 2 SU2 SU2 20 6 - 2 20 6 - 1 20 6 206-3206-4 206-5 7' - 6 3 / 4 " 20 ' - 0 1 / 4 " 14' - 11 1/4"5' - 0 3/4"8' - 2 3/4"14' - 11 1/4" 8" 7' - 7 " 12' - 8 3/4"2' - 11" A- 8 0 1 39 38 AAA A A A 2' - 9 " 6' - 0 " 9" 12 ' - 5 3 / 4 " SU 3 9' - 11 3/4"3' - 0"11"6' - 7 3/4"F.5 8' - 4"3' - 4 3/4"3' - 0" 2' - 6 " 2' - 6" 3' - 0 " 3' - 4 " 4" 4' - 3 1/2"COORD W/ SHOWER UNIT 4' - 0"M8d F.5 S6 F. 5 CONDO 207 207 S3 S3 S3 S3S6a S3S3 S3 SU3SU3S3S3S3SU2SU2 SU 2 SU2SU2 S6 SU 2 S6a S6 S3 20 5 - 5 20 7 - 2 20 7 - 3 207-1C-202 207 207-4 20 5 - 6 20 5 - 7 13' - 11 3/4"7' - 7"32' - 8 1/2" 7' - 11 3/4"5' - 2 1/2" 8' - 0 " A-80140 4142 A A A AA A DA DS6aF.5 3' - 4"2' - 3 1/4"4' - 5 3/4" 3' - 4"4 3/4"2' - 6"6"F2 10' - 7 1/2"2' - 4 1/4"3' - 2" 3' - 4" 4 3/4"13' - 10" 3' - 8 1/2" COORD W/ SHOWER UNIT 3' - 11 3/4" F2 MM17 F2 11 9 3 S F CO N D O 2 0 1 20 1 83 4 S F CO N D O 2 0 3 20 3 73 7 S F CO N D O 2 0 4 20 4 88 5 S F CO N D O 2 0 6 20 6 87 3 S F CO N D O 2 0 7 20 7 10 7 1 S F CO N D O 2 0 2 20 2 96 8 S F CO N D O 2 0 5 20 5 CLEAR 4' - 0" 3' - 1 0 3 / 4 " 9' - 4 1 / 2 " 3' - 2" 12' - 10 1/2" 3' - 0" 12' - 10 3/4" 5' - 5 1/4"5' - 5 1/4" 7' - 2 1 / 2 " 7' - 6 3 / 4 " 7' - 6 3 / 4 " 7' - 6 3 / 4 " 13 ' - 6 " 8' - 0 " 35 ' - 1 1 1 / 2 " 11 ' - 8 1 / 2 " 2' - 0 " 7' - 5 " 17' - 11 1/2"11' - 6 1/4" 14 ' - 1 1 / 2 " 10' - 3"4' - 11 1/4" 3' - 0 " 8' - 1 1 " 4' - 0 " 7' - 7 1 / 2 " 2' - 1 1 1 / 4 " 7' - 6 3 / 4 " 20 ' - 0 1 / 4 " 16 ' - 4 " 13' - 7 1/2" 14 ' - 1 1 1 / 4 " 8' - 2 3 / 4 " 8' - 0 " 13 ' - 1 0 " 13' - 10 3/4" 5' - 2 1/2" 5' - 2 1/2"8' - 3 1/2" 8' - 3 1/2" 11' - 8 1/4"3' - 0 " 14 ' - 0 1 / 4 " 7' - 9 1 / 4 " 12 ' - 1 " 5' - 6 " 4' - 0 " 2' - 8 3 / 4 " 3' - 6 " 34 ' - 3 " 10 ' - 2 1 / 4 " 3' - 1 0 " 25 ' - 6 3 / 4 " 6' - 0 3/4"7' - 5" 2' - 0" 9' - 3 1 / 2 " 5' - 2 3 / 4 " 2' - 9" 2' - 11"2' - 0" 4' - 0" 2' - 1 0 " 3' - 2 " 4' - 0" 4' - 3 1/2"3' - 0 " 8' - 0 " 3' - 0 " 10 " 7' - 0 " CLEAR 4' - 0" CLEAR 4' - 7" 21 ' - 8 1 / 4 " 31' - 1 1 1 / 2 " 8' - 1 1 / 4 " 14 ' - 6 3 / 4 " 11 ' - 1 1 / 2 " 6' - 5" 8' - 1 3/4"4' - 1 1/2"3' - 1 1/4" 13' - 11 1/4" 8' - 0 1/2"4' - 5 1/2"3' - 1 1/4" 12' - 7 1/2" 12' - 9 1/2" 13' - 11 1/4" 16' - 1 1/2" 6' - 1 1 " 13' - 8 3/4" 10' - 2 3/4" 11' - 6 1/4" 33' - 0 1/4" 10 ' - 8 " 16 ' - 9 1 / 4 " 5' - 0 " 12' - 8 3/4" 13' - 9" 12' - 5 1/4" 13' - 8 3/4" 2' - 0 " DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN As indicated A-104 201432ENLARGED SECOND FLOOR DIMENSIONED PLAN 09/25/15HMCCheckerTHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MA 1 / 4 " = 1 ' - 0 " 1 EN L A R G E D P L A N - S E C O N D F L O O R 2 0 1 1 / 4 " = 1 ' - 0 " 2 EN L A R G E D P L A N - S E C O N D F L O O R 2 0 2 1 / 4 " = 1 ' - 0 " 3 EN L A R G E D P L A N - S E C O N D F L O O R 2 0 3 1 / 4 " = 1 ' - 0 " 4 EN L A R G E D P L A N - S E C O N D F L O O R 2 0 4 1 / 4 " = 1 ' - 0 " 5 EN L A R G E D P L A N - S E C O N D F L O O R 2 0 5 1 / 4 " = 1 ' - 0 " 6 EN L A R G E D P L A N - S E C O N D F L O O R 2 0 6 1 / 4 " = 1 ' - 0 " 7 EN L A R G E D P L A N - S E C O N D F L O O R 2 0 7 DATENO.REVISION Date 11Revision 1 AS INDICATED 1 / 8 " = 1 ' - 0 " 8 TO W N H O U S E - S E C O N D F L O O R D I M E N S I O N S PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION W/ D W/ D REF. REF. W/ D W/ D W/D RE F . RE F . W/ D W/D REF. W/D RE F . REF. W/D S4 S6 SU 3 SU 3 S6 SU 3 S6 SU 3 SU 3 SU 3 S6 SU 3 S6S6 SU 3 S3 S6 SU 2 S3S3 S3 S3 SU 2 S4 S3 S6 a S4 30 1 30 1 - 1 30 1 - 2 30 1 - 4 30 1 - 5 30 1 - 6 30 1 - 7 30 1 - 8 30 1 - 9 30 1 - 3 CO N D O 3 0 1 30 1 11 ' - 1 " 13 ' - 6 " 35 ' - 1 1 1 / 2 " 13 ' - 2 1 / 2 " 3' - 0 " 8' - 0 " 7' - 6 3 / 4 " 7' - 6 3 / 4 " 7' - 2 1 / 2 " 11 ' - 1 " 18' - 1 3/4" - A- 8 0 1 1 3 2 30 1 - 1 0 A A A A A A A C F2 3' - 4 " 9' - 9 " 9 1 / 4 " 1' - 1 1 1 / 4 " 6' - 0 " 2' - 6 " 6' - 0 " 3' - 4"9 1/2"4' - 10" M.O. 6' - 0" 3' - 4 " 10 ' - 5 1 / 2 " F. 5 S6 8' - 0 3 / 4 " 7' - 5 3 / 4 " 2 1 / 2 " 2' - 6 " 4' - 5 " 3' - 8 1 / 2 " 1' - 0 3 / 4 " 3 3/4"3' - 4" 1' - 1 1 3 / 4 " 6' - 3" COORD W/ SHOWER UNIT 4' - 0" SU 2 S4 S3 S3S3 S6 SU 3 SU 3 S6 SU 3 S6 SU 3 SU 3 SU 3 S6 SU 3 S6S6 SU 3 S3 S6 S4 S3 S4 S4 SU 2 SU 2 30 1 30 1 - 1 30 1 - 2 30 1 - 4 30 1 - 6 30 1 - 9 30 2 - 8 30 2 - 6 30 2 - 5 30 2 - 7 30 2 - 4 30 2 - 2 30 2 - 1 30 2 30 1 - 3 30 2 - 3 CO N D O 3 0 2 30 2 11' - 6 1/2" 13' - 10 1/2" 8' - 0 " 14 ' - 6 1 / 4 " 11 ' - 1 " A- 8 0 1 6 5 30 2 - 9 A A A A A A C A S6 F. 5 SU 3 S6 M.O. 6' - 0" 10 ' - 0 1 / 4 " 3' - 4 " 3' - 4" 9 3/4" 1' - 0 3 / 4 " 3' - 1 0 " 4' - 5 1 / 2 " 2' - 6 " 9 1 / 2 " 2 1 / 2 " 2' - 2 1 / 2 " 6' - 0 " 2' - 6 " 6' - 0 " 1' - 9 " 4" 3' - 4 " 8' - 0 1 / 4 " 7' - 7 1 / 4 " 7' - 7 1 / 2 " 7' - 6 3 / 4 " 7' - 2 1 / 2 " 2 1/2" 3' - 0"5' - 0 1/2"4' - 5 1/4" 5' - 7 1/4"1' - 3 1/2" COORD W/ SHOWER UNIT 4' - 0"3' - 4 3/4" S6 S6 S3 S3 S3 SU 3 S3 SU 2 SU 3 SU 2 S3S3S3 S3 M8 d S3 CO N D O 3 0 3 30 3 30 3 - 7 30 3 30 3 - 1 30 3 - 4 30 3 - 5 28 ' - 1 0 1 / 4 " 13 ' - 1 0 1 / 4 " 13' - 10 1/4"2' - 0" 9' - 3 " 9' - 9 1 / 4 " A- 8 0 1 7 8 A A A A F. 5 F. 5 9 1 / 2 " 3' - 0 " 2' - 6"7 1/2" 1' - 2 " 8' - 0 " 4" 3' - 4 " 2' - 1 0 " 7' - 2 1 / 4 " 1' - 1 " 3' - 0" 3' - 4" 2' - 8 3/4"4' - 0" COORD W/ SHOWER UNIT 4' - 0" M8 d F. 5 5" S3 SU 2 SU 2 SU 2 S6 S3S3 M8 M8 c M8 c S3S3 S4 S3 S3 SU 3 SU 3 S6 M8 d S3 SU 2 SU 2 CO N D O 3 0 4 30 4 30 4 - 1 30 4 30 4 - 3 30 4 - 4 30 4 - 6 3' - 0 " 2' - 0 " 6 1 / 2 " 8' - 0 " 8' - 7 " 8' - 4 " 14 ' - 3 " 10 ' - 5 1 / 4 " 10 ' - 1 0 1 / 4 " 13' - 8 3/4" A- 8 0 1 10 11 A A A A A 6"8' - 9 1/2" 2' - 6 " 2' - 5 1 / 2 " 2' - 0"8" 2' - 6 " 3' - 1 " 9' - 3 3/4"6 1/2" F2 F2 F2 F. 5 F. 5 2" 3' - 4 " 2' - 5 " 6' - 10"7' - 10 3/4" 2' - 6"3' - 4" 3' - 0" 6" 10 1/4" 7 3 / 4 " CO O R D W / S H O W E R U N I T 4' - 0 " 4' - 5 1 / 4 " M8 c S6 S3SU3 S3S3S3S3S3S6a S6 M8 d SU 2 S3 S3 S3 S3 30 5 - 3 30 5 - 2 30 5 305-4305-5 305-6CONDO 306 305 9' - 3 3 / 4 " 5' - 9 " 14' - 3 1/4"11' - 2"5' - 8"5' - 6"11' - 6 1/4"2' - 0"16' - 9" 40 ' - 1 1 1 / 2 " 3' - 4"10' - 2 1/4" A- 8 0 1 12 13 A A A AAAA 2' - 11" 1' - 1 " 3' - 3 " 4' - 5 " F. 5 F.53' - 4"5' - 0"1' - 0"5' - 0"305-7F26"7 1/2" 3' - 4 " 10 3 / 4 " 3' - 0 " 4' - 0 " 6 1/2"2' - 5 1/2"2' - 8"11 3/4"COORD W/ SHOWER UNIT4' - 0" S6 S6S6S4S6SU2S6SU2M10bM8d S4 S3 S6 M8 S6 S4 S3 SU 2 SU 2 SU 2 30 6 - 2 30 6 30 6 - 1 306-3306-4 306-5 CO N D O 3 0 5 30 6 12' - 0 3/4" 7' - 7 1 / 2 " 3' - 0 " 5 1 / 4 " 15' - 0 1/4"8' - 0"4' - 11"8' - 1 3/4"15' - 0 1/4" 20 ' - 0 1 / 2 " 7' - 6 1 / 2 " A- 8 0 1 15 14 AAAA A A 2' - 1 1 " 6' - 0 1 / 4 " 2' - 6" F. 5 F.5F.5 1' - 7"5' - 11"3' - 0"10' - 2 1/4" F2 3' - 8"3' - 0" 1' - 3 1/2" 3' - 0"6 1/2" 3' - 4 " 12 ' - 7 3 / 4 " 2' - 6 " COORD W/ SHOWER UNIT 4' - 0" 5 1/2" M8 c S6a S3a S3a S3 S6S6 S6a SU3SU2SU2305-6 C-302307-5 307-1 307-4307CONDO 307 307 A-8011618 17 A AA A AA A DA DF2MM17F2F2 S6 S3 S3 S6 SU 2 307-2 307-3S3S3 SU2SU2 F. 5 F27' - 7"32' - 11 3/4"13' - 10" 7' - 1 1 1 / 2 " 8' - 0 " 3' - 4"4 3/4"4 3/4" COORD W/ SHOWER UNIT 3' - 11 1/2" 6"2' - 6"10 3/4"3' - 0"13' - 10 1/2"3' - 0"5' - 9"4' - 8 3/4"3' - 4"11 1/2"3' - 4"1' - 6 1/4"F2 97 0 S F CO N D O 3 0 6 30 5 83 2 S F CO N D O 3 0 3 30 3 73 7 S F CO N D O 3 0 4 30 4 88 5 S F CO N D O 3 0 5 30 6 11 9 3 S F CO N D O 3 0 1 30 1 10 7 2 S F CO N D O 3 0 2 30 2 89 8 S F CO N D O 3 0 7 30 7 8' - 0 " 35 ' - 1 1 1 / 2 " 3' - 0" 6' - 3" 7' - 6 3 / 4 " 7' - 6 3 / 4 " 3' - 0" 7' - 9 1/2" 8' - 1 1 / 2 " 7' - 2 1 / 2 " 7' - 6 3 / 4 " 3' - 0 " 8' - 0 " 4' - 4 1/2" 4' - 3" 13' - 10 1/2" 12' - 9" 6' - 6 1/4" 8' - 1 0 " 3' - 0 " 2' - 0 " 8' - 0 " 4' - 0" 2' - 1 0 1 / 2 " 10 ' - 1 3 / 4 " 34 ' - 2 3 / 4 " 11 ' - 0 1 / 2 " 12 ' - 0 1 / 4 " 6' - 0 3/4" 7' - 5" 12' - 10 1/2" 11' - 6 1/2"18' - 1 3/4" 9' - 1 0 1 / 4 " 3' - 0" 1' - 3 " 14 ' - 3 " 16 ' - 3 1 / 4 " 7' - 7 1 / 2 " 3' - 0 " 15 ' - 0 1 / 4 " 8' - 1 3 / 4 " 8' - 0 " 13' - 3 1/2" 8' - 3 1/4" 3' - 11 1/2" 5' - 0 1/4" 13 ' - 1 0 " 13' - 10 1/2" 11' - 8" 14 ' - 0 " 3' - 0 " 5' - 9"3' - 0 " 4' - 8 " 5' - 2 1/2" 8' - 0 " 8' - 1 3 / 4 " CLEAR 4' - 0" 10 ' - 2 1 / 4 " 9' - 3 1 / 4 " 5' - 8 1 / 4 " 5' - 5 1 / 4 " 7' - 6 1 / 2 " 20 ' - 0 1 / 2 " 7' - 1 " 2' - 9 1 / 2 " 25 ' - 6 1 / 4 " 7' - 4 1 / 2 " 2' - 0" 2' - 9" 2' - 6 1 / 2 " 7' - 1 0 " 13 ' - 6 " 2' - 0" 3' - 0"ST A I R S1 CLEAR 4' - 7" CLEAR 4' - 0" 11 ' - 1 1 / 2 " 11 ' - 1 1 / 2 " 4' - 9 1 / 2 " 6' - 9 1 / 4 " 3' - 1 1/4" 11' - 5 3 / 4 " 13' - 8 3/4" 12' - 7 1/4" 12' - 7 1/4" 12' - 0 3/4" 13' - 8 3/4" 3' - 11 3/4" 5' - 7 1 / 4 " 11' - 5 1/4" 4' - 4 3/4" 13' - 8 3/4" 10' - 2 1/2" 13' - 11" 3' - 8 1/4"10' - 2 3/4" 3' - 1 0 1 / 2 " 15' - 11 3/4" 3' - 7 1/2"12' - 4 1/4" DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN As indicated A-105 201432ENLARGED THIRD FLOOR DIMENSIONED PLAN 11/20/15HMCCheckerTHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MA 1 / 4 " = 1 ' - 0 " 1 EN L A R G E D P L A N - T H I R D F L O O R 3 0 1 1 / 4 " = 1 ' - 0 " 2 EN L A R G E D P L A N - T H I R D F L O O R 3 0 2 1 / 4 " = 1 ' - 0 " 3 EN L A R G E D P L A N - T H I R D F L O O R 3 0 3 1 / 4 " = 1 ' - 0 " 4 EN L A R G E D P L A N - T H I R D F L O O R 3 0 4 1 / 4 " = 1 ' - 0 " 5 EN L A R G E D P L A N - T H I R D F L O O R 3 0 5 1 / 4 " = 1 ' - 0 " 6 EN L A R G E D P L A N - T H I R D F L O O R 3 0 6 1 / 4 " = 1 ' - 0 " 7 EN L A R G E D P L A N - T H I R D F L O O R 3 0 7 DATENO.REVISION Date 11Revision 1 AS INDICATED 1 / 8 " = 1 ' - 0 " 8 TO W N H O U S E - T H I R D F L O O R D I M E N S I O N S PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION FIRST FLOOR 214' - 2"SECOND FLOOR 223' - 2"GARDEN LEVEL 205' - 2"THIRD FLOOR 232' - 2"EX'G GROUND LEVEL 209' - 2"LOWER GARDEN LEVEL 204' - 2" B C D D DAAAAAA A A A B B B B B BAAA A A AA A A A A A A A A A A A A A A A AA A A A A A A A A A A A A AAA A A A A A AA AAA A A A A C C A A AAA A 9' - 0"9' - 0"5' - 0"4' - 0"1' - 0"NEW GRADE LINE EX I S T I N G F A C E O F C O N C R E T E F O U N D A T I O N . VI N Y L W I N D O W A S S E M B L Y , T Y P . LI N E O F B R I C K W A L L I N F I L L . NE W L O U V E R F O R E L E V A T O R IN E X I S T I N G O P E N I N G HA N D R A I L A S S E M B L Y F O R N E W ST A I R T O G A R D E N L E V E L . SA W - C U T F O U N D A T I O N T O S I L L OF N E W W I N D O W A S S E M B L Y , TY P . A T G A R D E N L E V E L . HANDRAIL ASSEMBLY FOR NEW STAIR TO GARDEN LEVEL.LINE OF BRICK WALL INFILL. LI N E O F B R I C K W A L L I N F I L L . E- 1 0 1 ATTIC LEVEL 241' - 2"9' - 0" CO N C . F O U N D A T I O N S T A R T S @ A P P R O X . 2 1 0 ' - 7 " FIRST FLOOR 214' - 2"SECOND FLOOR 223' - 2"GARDEN LEVEL 205' - 2"THIRD FLOOR 232' - 2"EX'G GROUND LEVEL 209' - 2"LOWER GARDEN LEVEL 204' - 2" A A A A A A A A A A A A A A A A A A AA AA A A A A A A A A A A A A A AA A A A A A A A A A A A A A AACCC BB B B B B B B B B B B 10 1 - 6 E- 0 0 1 10 3 - 2 E- 0 0 2 10 5 - 5 10 7 - 3 E- 0 0 3 10 9 - 2 E- 0 0 4 NEW GRADE LINE EX I S T I N G F A C E O F C O N C R E T E F O U N D A T I O N . SAW-CUT FOUNDATION TO SILL OF NEW WINDOW ASSEMBLY,TYP. AT GARDEN LEVEL. LI N E O F B R I C K W A L L I N F I L L . LI N E O F B R I C K W A L L I N F I L L . LINE OF BRICK WALL INFILL. LI N E O F B R I C K WA L L I N F I L L . VI N Y L W I N D O W A S S E M B L Y , T Y P . VI N Y L W I N D O W A S S E M B L Y , T Y P . LI N E O F B R I C K W A L L I N F I L L . LI N E O F B R I C K W A L L I N F I L L . LI N E O F B R I C K W A L L I N F I L L . NE W C A N O P Y S T R U C T U R E . NE W C A N O P Y S T R U C T U R E . NE W C A N O P Y S T R U C T U R E . NE W C A N O P Y S T R U C T U R E . NE W C A N O P Y S T R U C T U R E . RE P A I R A N D R E P A I N T E X I S T I N G LO U V E R CO N C R E T E S T A I R A N D P N T ' D . M E T A L GU A R D R A I L & H A N D R A I L A S S E M B L Y . CO N C R E T E S T A I R A N D P N T ' D . M E T A L GU A R D R A I L & H A N D R A I L A S S E M B L Y . TY P . U N I T C O N C R E T E S T A I R & RA I L A S S E M B L Y . 9' - 0"9' - 0"5' - 0"4' - 0"1' - 0"ATTIC LEVEL 241' - 2"9' - 0" VI N Y L W I N D O W S . A3' - 5 " 5' - 3" IG - A G L A Z I N G T Y P I C A L A L L W I N D O W T Y P E S UN L E S S N O T E D O T H E R W I S E . 3' - 5 " B 5' - 1 0 " 4' - 4 3/4" 5' - 1 0 " 5' - 3" C D 3 1/4" 1 1 / 4 " VI N Y L W I N D O W I N S E R T B Y O T H E R S , S E E EL E V A T I O N S F O R S I Z E S A N D Q U A N T I T I E S BL O C K I N G B Y W I N D O W C O N T R A C T O R T O IN F I L L C A V I T Y I N E X I S T I N G F R A M E SE A L A N T A N D B A C K E R R O D , T Y P . EX I S T I N G P L A S T E R W A L L C O V E R I N G GW B O V E R 2 " M T L . S T U D F R A M I N G W / BL O W N I N I N S U L A T I O N . T O T E R M I N A T E A T VI N Y L W I N D O W NE W W O O D S I L L FIRST FLOOR 214' - 2"SECOND FLOOR 223' - 2"THIRD FLOOR 232' - 2"EX'G GROUND LEVEL 209' - 2" A DA D A A A DA NEW GRADE LINE LI N E O F B R I C K WA L L I N F I L L . VINYL WINDOW ASSEMBLY, TYP.NEW CANOPY STRUCTURE BEYOND.CONCRETE STAIR AND PNT'D. METAL GUARDRAIL & HANDRAIL ASSEMBLY BEYOND.9' - 0"9' - 0"5' - 0" CO N C R E T E S T A I R A N D P N T ' D . M E T A L GU A R D R A I L & H A N D R A I L A S S E M B L Y BE Y O N D . ENTRY LEVEL 211' - 10"ATTIC LEVEL 241' - 2"DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN As indicated A-200 201432EXTERIOR ELEVATIONS 10/13/15EDDTHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MA 1 / 8 " = 1 ' - 0 " 1 EA S T E L E V A T I O N 1 / 8 " = 1 ' - 0 " 2 WE S T E L E V A T I O N DATENO.REVISION Date 11Revision 1 AS INDICATED 1 / 4 " = 1 ' - 0 " 3 WI N D O W T Y P E S 3 " = 1 ' - 0 " 4 WI N D O W J A M B D E T A I L 1 / 8 " = 1 ' - 0 " 5 NO R T H E L E V A T I O N PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION FIRST FLOOR 214' - 2"SECOND FLOOR 223' - 2"GARDEN LEVEL 205' - 2"THIRD FLOOR 232' - 2"EX'G GROUND LEVEL 209' - 2"LOWER GARDEN LEVEL 204' - 2" 10 1 - 4 10 1 - 5 102-4202-8 20 1 - 9 20 1 - 8 302-8 30 1 - 9 30 1 - 8 NEW GRADE LINE FA C E O F E X I S T I N G CO N C R E T E F O U N D A T I O N EXISTING WROUGHT IRON GUARDRAIL TO BE SCRAPED AND PAINTED,TYP.PATCH,REPAIR AND REPAINT EXISTING WOOD COLUMNS, TYP.EXISTING WROUGHT IRON GUARDRAIL TO BE SCRAPED AND PAINTED,TYP.SLIDE GLASS DOOR ASSEMBLY.NEW EIFS FINISH OVER NEW NEW WALL CONSTRUCTION,SEE WALL TYPES. NE W B R I C K I N F I L L . NE W C A N O P Y S T R U C T U R E . CO N C R E T E S T A I R A N D P N T ' D . M E T A L GU A R D R A I L & H A N D R A I L A S S E M B L Y . RE P A I R E D G E O F EX I S T I N G C O N C R E T E SL A B , T Y P . CONCRETE STAIR AND PNT'D. METAL HANDRAIL ASSEMBLY.ENTRY LEVEL 211' - 10"ATTIC LEVEL 241' - 2" 9 A- 9 0 0 EXTEND (9) RAILINGS ON SOUTH END OF BUILDING TO 42" A.F.F. EXTENSIONS TO MATCH EXISTING CONSTRUCTION 3' - 6"3' - 6"3' - 6" SCRAP AND PAINT GABLE,FASCIA, TYP. FI R S T F L O O R 21 4 ' - 2 " SE C O N D F L O O R 22 3 ' - 2 " GA R D E N L E V E L 20 5 ' - 2 " TH I R D F L O O R 23 2 ' - 2 " EX ' G G R O U N D LE V E L 20 9 ' - 2 " LO W E R G A R D E N LE V E L 20 4 ' - 2 " A A A A A A A A M- 0 0 3 C C C NE W G R A D E L I N E SA W C U T E X I S T I N G C O N C R E T E FO U N D A T I O N T O S I L L O F N E W W I N D O W AS S E M B L Y , T Y P A T G A R D E N L E V E L . FA C E O F E X I S T I N G CO N C R E T E F O U N D A T I O N EX I S T I N G W R O U G H T IR O N G U A R D R A I L T O B E SC R A P E D A N D P A I N T E D , TY P . PA T C H , R E P A I R A N D RE P A I N T E X I S T I N G WO O D C O L U M N S , T Y P . DO U B L E H U N G V I N Y L WI N D O W A S S E M B L Y . EX I S T I N G W R O U G H T IR O N G U A R D R A I L T O B E SC R A P E D A N D P A I N T E D , TY P . NE W E I F S F I N I S H O V E R N E W NE W W A L L C O N S T R U C T I O N , SE E W A L L T Y P E S . AT T I C L E V E L 24 1 ' - 2 " FI R S T F L O O R 21 4 ' - 2 " SE C O N D F L O O R 22 3 ' - 2 " GA R D E N L E V E L 20 5 ' - 2 " TH I R D F L O O R 23 2 ' - 2 " EX ' G G R O U N D LE V E L 20 9 ' - 2 " LO W E R G A R D E N LE V E L 20 4 ' - 2 " A A A A A A B B CCC NE W G R A D E L I N E SA W C U T E X I S T I N G C O N C R E T E FO U N D A T I O N T O S I LL O F N E W W I N D O W AS S E M B L Y , T Y P A T G A R D E N L E V E L . FA C E O F E X I S T I N G CO N C R E T E F O U N D A T I O N EX I S T I N G W R O U G H T IR O N G U A R D R A I L T O B E SC R A P E D A N D P A I N T E D , TY P . PA T C H , R E P A I R A N D RE P A I N T E X I S T I N G WO O D C O L U M N S , T Y P . RE P O I N T D A M A G E D EX I S T I N G W R O U G H T IR O N G U A R D R A I L T O B E SC R A P E D A N D P A I N T E D , TY P . NE W B R I C K I N F I L L . NE W B R I C K I N F I L L AT F O R M E R D O O R OP E N I N G . DO U B L E H U N G V I N Y L WI N D O W A S S E M B L Y . EX I S T I N G W R O U G H T IR O N G U A R D R A I L T O B E SC R A P E D A N D P A I N T E D , TY P . NE W E I F S F I N I S H O V E R N E W NE W W A L L C O N S T R U C T I O N , SE E W A L L T Y P E S . NE W B R I C K I N F I L L . 1' - 0"4' - 0"5' - 0"9' - 0"9' - 0" EN T R Y L E V E L 21 1 ' - 1 0 " AT T I C L E V E L 24 1 ' - 2 " MA C H I N E R M . LE V E L 20 2 ' - 1 0 " EX I S T I N G B E A M A N D C O N C R E T E S L A B T O B E R E P A I R E D . SE E S T R U C T U R A L D R A W I N G S F O R M O R E I N F O R M A T I O N . AL L E X I S T I N G M E T A L RA I L I N G S T O B E S C R A P E D , CL E A N E D A N D R E P A I N T E D T O MA T C H E X I S T I N G C O L O R . AL L E X I S T I N G C O L U M N EN C A S E M E N T S T O B E R E P A I R E D AN D R E P A I N T E D . FL A S H I N G T O R U N U N D E R E I F S A N D A T T A C H E D TO P L Y W O O D B A C K E R ME T A L T H R E S H O L D SL I D I N G C O N T E M P O R A R Y D O U B L E DO O R S , S I N G L E D O O R F I X E D ED G E O F E I F S , B E Y O N D S E E W A L L D E T A I L S A N D FU L L E L E V A T I O N S F O R M O R E I N F O R M A T I O N BUILT UP FLOOR TO MATCH HEIGHT OF EXISTING INTERIOR FLOOR HEIGHT PLYWOOD SUBSTRATE OVER RIGID INSULATION OVER AIR-VAPOR BARRIER. AVB TO WRAP 2X ON INTERIOR OF EIFS SUBSTRATE WOOD 2 X 8 @ 16" O.C., TYP.VERIFY HEIGHT WITH EX'G.FLOOR ELEVATIONS. SE A L A N T A N D B A C K E R R O D C O N T I N O U S A R O U N D AL L E D G E S WOOD 2X ANCHORED TO SLAB WOOD 2X HEADER AP P L I E D E I F S T O E X T E R I O R O F PO R C H W A L L S , W R A P B A C K T O FR A M E O F V I N Y L D O O R , S E C U R E TO P L Y W O O D S U B S T R A T E GYSUM BOARD CEILING OVER CCSF (R-7 RATING) AP P L I E D 1 X 4 E . I . F . S . A C C E N T TR I M . S E E E L E V A T I O N S F O R LO C A T I O N S DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN As indicated A-201 201432EXTERIOR ELEVATIONS 10/20/15EDDCheckerTHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 1 / 4 " = 1 ' - 0 " 1 SO U T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 2 EN L A R G E D E A S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 3 EN L A R G E D W E S T E L E V A T I O N 3 " = 1 ' - 0 " 5 PO R C H D E T A I L PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION FIRST FLOOR 214' - 2"SECOND FLOOR 223' - 2"GARDEN LEVEL 205' - 2"THIRD FLOOR 232' - 2"EX'G GROUND LEVEL 209' - 2"LOWER GARDEN LEVEL 204' - 2"A-3002 A- 4 0 0 1 ENTRY LEVEL 211' - 10"ATTIC LEVEL 241' - 2" A A E- 0 0 2 C-11111207AABA ST A I R S1 CONDO 204 204CONDO 304 304 CONDO 106 106 CONDO 106 106-G MACHINE RM.LEVEL 202' - 10"A-3005 FOUNDATION WALL @ 210' - 7" APPROX. HEIGHT OF CONC.EW 1 4 EW 1 4 SU2 SU2304-4 2 A-301 UN D E R S I D E O F E X I S T I N G S T R U C T U R E SUSPENDED CEILING TILES IN COFFERED AREAS ST E E L S O F F I T M E T A L F I R E S U P R E S S I O N PI P E E N C L O S U R E 6" M8d S6 a 30 M I N U T E R A T E D C O R R I D O R WA L L C O N S T R U C T I O N T I G H T T O DE C K A B O V E , P R O V I D E F I R E CA U L K I N G A T A L L P E N E T R A T I O N S TY P . S E E W A L L T Y P E S F O R CO N S T R U C T I O N . 30 M I N U T E R A T E D C O R R I D O R W A L L CO N S T R U C T I O N , P R O V I D E F I R E CA U L K I N G A T A L L P E N E T R A T I O N S TY P . S E E W A L L T Y P E S F O R CO N S T R U C T I O N . FI R E P R O T E C T I O N S Y S T E M , SE E F P D R A W I N G S F O R DE S I G N L A Y O U T . EX I S T I N G C O R R I D O R S T E E L FR A M I N G T O R E M A I N . EX I S T I N G C O N C R E T E F L O O R S L A B CO N S T R U C T I O N T O R E M A I N . 9'-0" FLOOR TO FLOOR 8'-2" TO BOTTOM OF STEEL 7'-6" A.F.F. TO MTL SOFFIT 4" 7'-10" A.F.F. TO S.A.T. 8' - 0" 6'-8" MIN. 1' - 0 1/4" 1' - 8 " S3 TY P I C A L U N I T W O O D ST A I R K I T B Y G . C . 2 3 / 4 " 3 1 / 4 " M8 d F. 5 F. 5 M8 d 30 M I N . C O R R I D O R R A T E D WA L L A S S E M B L Y . W A L L T Y P E S VA R Y T H R O U G H C O R R I D O R S E E FL O O R P L A N S A N D W A L L T A G S . SU 2 BR I C K I N F L L W A L L CO N S T R U C T I O N A T F O R M E R WI N D O W L O C A T I O N , S E E EL E V A T I O N F O R F U L L E X T E N T OF W O R K . NE W C A N O P Y S T R U C T U R E . CO N C R E T E S T A I R A N D PN T ' D . M E T A L G U A R D R A I L & H A N D R A I L A S S E M B L Y . SU 2 10 9 - 2 10 9 - 5 10 9 - 1 EX T E R I O R U N I T D O O R AT G A R D E N L E V E L . EW 1 4 FI R S T F L O O R 21 4 ' - 2 " SE C O N D F L O O R 22 3 ' - 2 " TH I R D F L O O R 23 2 ' - 2 " A- 2 0 1 5 7 1/4"7 1/4" EX I S T I N G B E A M A N D C O NC R E T E S L A B T O B E RE P A I R E D . S E E S T R U C T U R A L D R A W I N G S F O R MO R E I N F O R M A T I O N . AL L E X I S T I N G M E T A L RA I L I N G S T O B E S C R A P E D , CL E A N E D A N D R E P A I N T E D T O MA T C H E X I S T I N G C O L O R . SL I D I N G C O N T E M P O R A R Y D O U B L E DO O R S , S I N G L E D O O R F I X E D EX I S T I N G B E A M A N D C O N C R E T E SL A B T O B E R E P A I R E D . S E E ST R U C T U R A L D R A W I N G S F O R MO R E I N F O R M A T I O N . AL L E X I S T I N G M E T A L RA I L I N G S T O B E S C R A P E D , CL E A N E D A N D R E P A I N T E D T O MA T C H E X I S T I N G C O L O R . SL I D I N G C O N T E M P O R A R Y D O U B L E DO O R S , S I N G L E D O O R F I X E D AL L E X I S T I N G M E T A L RA I L I N G S T O B E S C R A P E D , CL E A N E D A N D R E P A I N T E D T O MA T C H E X I S T I N G C O L O R . SL I D I N G C O N T E M P O R A R Y D O U B L E DO O R S , S I N G L E D O O R F I X E D PA T C H , R E P A I R A N D RE P A I N T E X I S T I N G WO O D C O L U M N S , T Y P . NE W E I F S F I N I S H O V E R N E W NE W W A L L C O N S T R U C T I O N , SE E W A L L T Y P E S . EW 7 EW 7 EW 7 3' - 6" EX T E N D T O P O F R A I L I N G T O 42 " A . F . F . M A T C H M A T E R I A L , ST Y L E A N D P A I N T C O L O R , TY P A T F R O N T R A I L . EX T E N D T O P O F R A I L I N G T O 42 " A . F . F . M A T C H M A T E R I A L , ST Y L E A N D P A I N T C O L O R , TY P A T F R O N T R A I L . EX T E N D T O P O F R A I L I N G T O 42 " A . F . F . M A T C H M A T E R I A L , ST Y L E A N D P A I N T C O L O R , TY P A T F R O N T R A I L . MI N . 2 ' - 0 " L I N E A R F E E T x MI N . 0 ' - 2 " T H I C K CO A T I N G C C S F IN S U L A T I O N B L O W N I N T O CA V I T Y A R O U N D E N T I R E PE R I M E T E R O F B U I L D I N G , AL L F L O O R S , I N C L U D I N G ST E E L . 2' - 0 " 2" 2" DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN As indicated A-300 201432BUILDING SECTIONS 11/20/15AuthorCAETHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MA 1 / 4 " = 1 ' - 0 " 1 EA S T W E S T S T A I R S E C T I O N DATENO.REVISION Date 11Revision 1 AS INDICATED 3 " = 1 ' - 0 " 2 CO R R I D O R S O F F I T D E T A I L 1 / 2 " = 1 ' - 0 " 3 BA T H R O O M & U N I T S T A I R S E C T I O N 1 " = 1 ' - 0 " 4 PO R C H S E C T I O N PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION 1 " = 1 ' - 0 " 5 TY P . C O C . S L A B I N S U L A T I O N D E T A I L FIRST FLOOR 214' - 2"SECOND FLOOR 223' - 2"GARDEN LEVEL 205' - 2"THIRD FLOOR 232' - 2"EX'G GROUND LEVEL 209' - 2"LOWER GARDEN LEVEL 204' - 2"ENTRY LEVEL 211' - 10"ATTIC LEVEL 241' - 2"MACHINE RM.LEVEL 202' - 10" A- 3 0 1 2 3 A-301 10 3 - 3 10 3 - 1 11 1 104-2 11 1 CO N D O 1 0 3 10 3 CONDO 104 104 CONDO 104 104-G CO N D O 1 0 3 10 3 - G CO N D O 2 0 1 20 1 CO N D O 3 0 1 30 1 CONDO 302 302 CONDO 202 202 S3 S4 S6 S4 S6 S6 5 A-300 8 A- 9 0 0 EX ' G G R O U N D LE V E L 20 9 ' - 2 " LO W E R G A R D E N LE V E L 20 4 ' - 2 " 2" R I G I D I N S U L A T I O N NE W G A R D E N L E V E L S L A B 5' - 6" 1' - 0" CO M P A C T E D F I L L EX I S T I N G S L A B @ APPROX. 210' - 7" CONC. FOUNDATION 2" R I G I D I N S U L A T I O N O V E R WA T E R P R O O F I N G A T E X I S T I N G EX T E R I O R C O N C . F O U N D A T I O N W A L L WO O D D E C K I N G S T A I R I N BA C K G R O U N D TY P . S U 2 W A L L C O N S T R U C T I O N 4' - 4" SU 2 5/ 8 " G Y P . B D . O V E R 1 1 / 2 " S T E E L S T U D FR A M I N G W I T H 1 1 / 2 " G A P T O F I N I S H FA C E O F E X I S T I N G W A L L . F I L L C A V I T Y W/ C C S F I N S U L A T I O N ( R - 7 M I N . ) EX I S T I N G F O U N D A T I O N W A L L EX I S T I N G M A S O N R Y W A L L W / PL A S T E R A N D L A T H I N T E R I O R F I N I S H EX I S T I N G L O W E R GA R D E N S L A B 20 3 ' - 2 " AP P R O X . T E R R A C E EL E V A T I O N 20 7 ' - 6 " 2" R I G I D I N S U L A T I O N NE W L O W E R G A R D E N LE V E L S L A B CO M P A C T E D F I L L TY P . S U 2 W A L L C O N S T R U C T I O N 5/ 8 " G Y P . B D . O V E R 1 1 / 2 " S T E E L S T U D FR A M I N G W I T H 1 1 / 2 " G A P T O F I N I S H FA C E O F E X I S T I N G W A L L . F I L L C A V I T Y W/ C C S F I N S U L A T I O N ( R - 7 M I N . ) EX I S T I N G F O U N D A T I O N W A L L NE W L O W E R G A R D E N L E V E L S L A B 20 4 ' - 2 " EX I S T I N G G R O U N D L E V E L 20 4 ' - 2 " DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN As indicated A-301 201432BUILDING SECTIONS 12/14/15AuthorCheckerTHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION 1 / 4 " = 1 ' - 0 " 1 BU I L D I N G S E C T I O N 1 " = 1 ' - 0 " 2 NE W S L A B A N D E X T E R I O R W A LL I N S U L A T I O N D E T A I L 1 " = 1 ' - 0 " 3 NE W S L A B A N D E X T E R I O R W A L L I N SU A L T I O N D E T A I L T U N N E L S I D E PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION FIRST FLOOR 214' - 2"SECOND FLOOR 223' - 2"GARDEN LEVEL 205' - 2"THIRD FLOOR 232' - 2"LOWER GARDEN LEVEL 204' - 2"S3a C-11111207307S6aS3a ST A I R S1 20 G A . P O U R S T O P , P R I M E D AN D P A I N T E D , T Y P . HANDRAIL FACTORY PRIMED FOR FIELD PAINTING, REFER TO DETAILS FOR MORE INFO. 10 G A . S T L . P A N W / C O N C . FI L L , T Y P . A T L A N D I N G S . STRUCTURAL STEEL BEAM, SEE STRUCTURAL DRAWINGS FOR MORE INFO. TYP.STRUCTURAL STEEL BEAM, SEE STRUCTURAL DRAWINGS FOR MORE INFO. TYP.STRUCTURAL STEEL BEAM, SEE STRUCTURAL DRAWINGS FOR MORE INFO. TYP. 1 A- 4 0 1 3 A-401 VI N Y L W I N D O W A S S E M B L Y S Y S T E M - SE E E L E V A T I O N S F O R M O R E I N F O . VI N Y L W I N D O W A S S E M B L Y S Y S T E M - SE E E L E V A T I O N S F O R M O R E I N F O . EX T E R I O R S T A I R D O O R , S E E D O O R SC H E D U L E . NE W E X T E R I O R C O N C R E T E S T A I R . WA L L B A S E ( V A R I E S ) S E E R M . FI N I S H S C H E D U L E F O R AD D I T I O N A L I N F O R M A T I O N . FINISH FLOOR. REFER TO RM. FINISH SCHEUD. FOR ADDITIONAL INFO. EX I S T I N G E X T E R I O R W A L L CO N S T R U C T I O N T O R E M A I N . SU 2 SU 2 2 HOUR RATED STAIR WALL CONSTRUCTION.2 HOUR RATED STAIR WALL CONSTRUCTION.2 HOUR RATED STAIR WALL CONSTRUCTION.2 HOUR RATED STAIR WALL CONSTRUCTION. 2 H O U R R A T E D S T A I R CE I L I N G A S S E M B L Y CO N S T R U C T I O N . TY P . G U A R D R A I L AS S E M B L Y A T L A N D I N G S . 4 A- 4 0 1 7 A- 4 0 1 ATTIC LEVEL 241' - 2" NE W W A L L I N F I L L A T F O R M E R W I N D O W LO C A T I O N . F2F2F2F2F2S6aS6a ST A I R S1 EW 1 4 EW 1 4 FI R S T F L O O R 21 4 ' - 2 " SE C O N D F L O O R 22 3 ' - 2 " GA R D E N L E V E L 20 5 ' - 2 " TH I R D F L O O R 23 2 ' - 2 " EX ' G G R O U N D LE V E L 20 9 ' - 2 " LO W E R G A R D E N LE V E L 20 4 ' - 2 " AT T I C L E V E L 24 1 ' - 2 " 30 7 20 7 11 1 C- 1 1 S- 1 0 4 C- 1 0 2 C- 2 0 2 C- 3 0 2 SU 2 S3 a HA N D R A I L F A C T O R Y PR I M E D F O R F I E L D PA I N T I N G , R E F E R T O DE T A I L S F O R M O R E IN F O . EX I S T I N G S T E E L BE A M S T O R E M A I N . VI N Y L W I N D O W A S S E M B L Y S Y S T E M - SE E E L E V A T I O N S F O R M O R E I N F O . EX T E R I O R S T A I R D O O R , S E E D O O R SC H E D U L E . NE W E X T E R I O R C O N C R E T E S T A I R . WA L L B A S E ( V A R I E S ) S E E R M . FI N I S H S C H E D U L E F O R AD D I T I O N A L I N F O R M A T I O N . FI N I S H F L O O R . R E F E R T O RM . F I N I S H S C H E U D . F O R AD D I T I O N A L I N F O . EX I S T I N G E X T E R I O R W A L L CO N S T R U C T I O N T O R E M A I N . 2 H O U R R A T E D S T A I R W A L L CO N S T R U C T I O N . 2 H O U R R A T E D S T A I R W A L L CO N S T R U C T I O N . 2 H O U R R A T E D S T A I R W A L L CO N S T R U C T I O N . 2 H O U R R A T E D S T A I R W A L L CO N S T R U C T I O N . 2 H O U R R A T E D S T A I R CE I L I N G A S S E M B L Y CO N S T R U C T I O N . F2 F2 S6 a S6 a F2 EX I S T I N G S T E E L B E A M S TO R E M A I N . EX I S T I N G S T E E L B E A M S TO R E M A I N . S6 a F2 S6 a F2 E- 0 0 4 AA VI N Y L W I N D O W A S S E M B L Y S Y S T E M - SE E E L E V A T I O N S F O R M O R E I N F O . SU 2 SU 2 2 H O U R R A T E D CL O S E T S T A I R CE I L I N G A S S E M B L Y CO N S T R U C T I O N . EX I S T I N G S T A I R L A N D I N G , TR E A D S A N D S T R I N G E R S T O RE M A I N . EX I S T I N G S T A I R L A N D I N G , TR E A D S A N D S T R I N G E R S T O RE M A I N . TY P . G U A R D R A I L A N D HA N D R A I L A S S E M B L Y . TY P . G U A R D R A I L A N D HA N D R A I L A S S E M B L Y . ST A I R S2 1 A- 4 0 1 3 A- 4 0 1 4 A- 4 0 1 SI M . MA I N T A I N 6 ' - 8 " CL E A R A N C E A T T O I L E T RO O M B U M P O U T . DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/2" = 1'-0"A-400 201432STAIR 1 SECTION AND DETAILS 03/31/14RJHCAETHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 AS INDICATED 1 / 2 " = 1 ' - 0 " 1 ST A I R 1 S E C T I O N 1 / 2 " = 1 ' - 0 " 2 ST A I R 2 S E C T I O N PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION RUBBER TREAD AND RISER. REFER TO RM.FINISH SCHEDULE FOR ADDITIONAL INFORMATION, TYP.2" CONCRETE FILL AT STAIR TREADS, BY G.C., TYP.STEEL PAN COMBINATION TREAD & RISER BY MISC. METALS CONTRACTOR, TYP.C 12 X 20.7 STEEL STRINGER SUPPLIED AND INSTALLED BY MISC. METALS CONTRACTORJOINT SEALANT, TYP. AT STRINGER AND MASONRY WALL CONNECTION.2 HR. RATED WALL ASSEMBLY, MATERIALS VARY. SEE FLOOR PLANS AND WALL TYPES FOR MORE INFORMATION.1 1/2"1 1/2"2' - 10"1 1/2" DIA. (NOMINAL) STANDARD WEIGHT STEEL HANDRAIL, FACTORY PRIMED FOR FIELD PAINTING. 1 1/2"MIN. CLEARANCE BETWEEN HANDRAIL AND WALL/ GUARDRAIL TYP.1 1/2" DIA.(NOMINAL)PNT'D. METAL HANDRAIL BOTH SIDES OF STAIRS AT 34" ABOVE FINISH FLOOR.JULIUS BLUM #378 HANDRAIL SUPPORT BRACKET OR APPROVED EQUAL WALL, VERIFY SUBSTRATE W/WALL TYPE3 1/4"3 "1 1/2" RADIUS, TYP.1/4" THICK STEEL PLATE 1" I.D. SLEEVE WELDED TO PLATE RETURN HANDRAIL TO PLATE 3/8" DIA. X 4" LONG EXPANSION BOLT AND SHIELD. PROVIDE SOLID MASONRY OR BLOCKING AT ALL BRACKET LOCATIONS NOTE: VERIFY SUBSTRATE W/WALL TYPE1 1/2"2"1 1/2"5"1 1/2"1 1/2"3" RU B B E R T R E A D A N D R I S E R . R E F E R T O R M . FI N I S H S C H E D U L E F O R A D D T ' L I N F O R . 2" C O N C R E T E F I L L A T S T A I R TR E A D S , B Y G . C . , T Y P . ST E E L P A N C O M B I N A T I O N T R E A D & R I S E R BY M I S C . M E T A L S C O N T R A C T O R , , T Y P . C 1 2 X 2 0 . 7 S T E E L C H A N N E L S T R I N G E R SU P P L I E D A N D I N S T A L L E D BY M I S C . M E T A L S C O N T R A C T O R 11 " T R E A D S , T Y P . 1" S E T B A C K 2"7 3/4" MAX.2" PA I N T U N D E R N E A T H O F S T A I R A L L CO M P O N E N T S T Y P . 1/ 2 " D I A . S O L I D S T L . R O D , WE L D E D T O P O S T A N D HA N D R A I L . P R O V I D E 3 / 4 " RA D I U S A T 9 0 D E G R E E BE N D , T Y P . 1 1 / 2 " S Q U A R E S T L . P I P E VE R T . P O S T , F A C T O R Y PR I M E D F O R F I E L D PA I N T I N G . 3 3/4" 1 1 / 2 " S T L . S Q U A R E P I P E BO T T O M R A I L , F A C T O R Y PR I M E D F O R F I E L D PA I N T I N G . 2' - 10" 3' - 6" 3 3/4" 1/ 2 " S Q U A R E S O L I D S T L . VE R T . R O D , F A C T O R Y PR I M E D F O R F I E L D PA I N T I N G . TO P O F S T E E L S T R I N G E R AB O V E F I N I S H E D F L O O R . FA C T O R Y P R I M E D F O R FI E L D P A I N T I N G . 3" 2" O . D . S T E E L T O P R A I L , FA C T O R Y P R I M E D F O R FI E L D P A I N T I N G , T Y P . 2" 1 1 / 2 " O . D . S T E E L H A N D RA I L , F A C T O R Y P R I M E D FO R F I E L D P A I N T I N G . 6 A- 4 0 1 2" O . D . S T E E L T O P R A I L , FA C T O R Y P R I M E D F O R FI E L D P A I N T I N G , T Y P . 1/ 2 " D I A . S O L I D S T L . R O D , W E L D E D T O PO S T A N D H A N D R A I L . P R O V I D E 3 / 4 " RA D I U S A T 9 0 D E G R E E B E N D , T Y P . 1/ 2 " S Q U A R E S O L I D S T L . V E R T . RO D , F A C T O R Y P R I M E D F O R FI E L D P A I N T I N G . 1 1 / 2 " S Q U A R E S T L . P I P E V E R T . PO S T , F A C T O R Y P R I M E D F O R FI E L D P A I N T I N G . 2"3 3/4"1 1/2"1 1/2" FI N I S H F L O O R . R E F E R T O R M . FI N I S H S C H E D U L E F O R AD D I T I O N A L I N F O R M A T I O N , T Y P . 1 1 / 2 " S T L . S Q U A R E P I P E BO T T O M R A I L , F A C T O R Y PR I M E D F O R F I E L D P A I N T I N G . 1 1 / 2 " S T L . S Q U A R E P I P E T O P RA I L , F A C T O R Y P R I M E D F O R FI E L D P A I N T I N G . 3' - 6" 2' - 5 3/4"3 3/4" 6" D . G A L V . S T E E L P I P E S L E E V E , SE T I N H I G H D E N S I T Y N O N - SH R I N K G R O U T , T Y P . A T E A . P O S T . 6" 1 1 / 2 " S Q U A R E S T L . P I P E VE R T . P O S T , F A C T O R Y PR I M E D F O R F I E L D PA I N T I N G . 1 1 / 2 " S T L . S Q U A R E P I P E BO T T O M R A I L , F A C T O R Y PR I M E D F O R F I E L D PA I N T I N G . 1/ 2 " S Q U A R E S O L I D S T L . VE R T . R O D , F A C T O R Y PR I M E D F O R F I E L D PA I N T I N G . ST E E L S T R I N G E R F A C T O R Y PR I M E D F O R F I E L D PA I N T I N G . 3" O . D . S T E E L T O P R A I L , FA C T O R Y P R I M E D F O R FI E L D P A I N T I N G , T Y P . 1 1 / 2 " O . D . S T E E L HA N D R A I L , F A C T O R Y PR I M E D F O R F I E L D PA I N T I N G . 2' - 10" 3' - 6" 1' - 1 1 " 2' - 10" 1/ 2 " D I A . S O L I D S T L . R O D , WE L D E D T O P O S T A N D HA N D R A I L . P R O V I D E 3 / 4 " RA D I U S A T 9 0 D E G R E E BE N D , T Y P . CL O S E E N D P L A T E CL O S E E N D P L A T E DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN As indicated A-401 201432STAIR DETAILS 11/05/15EDDCAETHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 1 1/2" = 1'-0"1HANDRAIL DTL. @ STRINGER 3" = 1'-0"2HANDRAIL DTL. @ WALL 3" = 1'-0"3HANDRAIL DTL. AT WALL RETURN 1 1 / 2 " = 1 ' - 0 " 4 ST A I R D T L . @ M T L . P A N R I S E R / T R E A D 1 " = 1 ' - 0 " 5 TY P . G U A R D R A I L D T L . 1 1 / 2 " = 1 ' - 0 " 6 TY P . G U A R D R A I L S E C T I O N 1 " = 1 ' - 0 " 7 TY P . S T A I R S E C T I O N PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION W/D FIRST FLOOR 214' - 2"SECOND FLOOR 223' - 2"GARDEN LEVEL 205' - 2"THIRD FLOOR 232' - 2"EX'G GROUND LEVEL 209' - 2"LOWER GARDEN LEVEL 204' - 2"MACHINE ROOM M-02CONDO 204 204CONDO 304 304 ST E E L L I N T E L P R O V I D E D B Y M I S C . ME T A L S C O N T R A C T O R A N D I N S T A L L E D B Y MA S O N R Y C O N T R A C T O R . R E F E R T O S T L . LI N T E L S C H E D U L E F O R A D D T ' L . I N F O . , T Y P . L5 " X 5 " X 3 / 8 " S T E E L E L E V A T O R S I L L AN G L E F A S T E N E D T O C O N C R E T E EL E V A T O R S H A F T W A L L W I T H 3 / 8 " D I A . S. S . E X P A N S I O N B O L T S A T 1 ' - 0 " O N CE N T E R ( F U R N I S H A N D I N S T A L L E D B Y MI S C . M E T A L S C O N T R A C T O R C O O R D . EX A C T L O C A T I O N A N D L E N G T H W I T H EL E V A T O R C O N T R A C T O R ) . EL E V A T O R D O O R A N D J A M B A S S E M B L Y FU R N I S H E D A N D I N S T A L L E D B Y EL E V A T O R C O N T R A C T O R . EL E V A T O R C A B A N D D O O R AS S E M B L Y - F U R N I S H E D A N D IN S T A L L E D B Y E L E V A T O R CO N T R A C T O R . ST E E L L I N T E L P R O V I D E D B Y M I S C . ME T A L S C O N T R A C T O R A N D I N S T A L L E D B Y MA S O N R Y C O N T R A C T O R . R E F E R T O S T L . LI N T E L S C H E D U L E F O R A D D T ' L . I N F O . , T Y P . EL E V A T O R S I L L F U R N I S H E D A N D IN S T A L L E D B Y E L E V A T O R CO N T R A C T O R . 12 " X 1 2 " X 1 2 " D E E P C A S T S U M P P I T . GA L V . S T L . S U M P P I T C O V E R . S E E D E T A I L LA D D E R T O B E F A B R I C A T E D F R O M AL U M I N U M B Y M I S C . M E T A L S C O N T R A C T O R . (O N R E V E R S E W A L L S E E P L A N ) RE I N F . C O N C . F O U N D A T I O N W A L L / FO O T I N G A S S E M B L Y . R E F E R T O S T R U C T . DW G ' S . F O R A D D I T I O N A L I N F O . TY P I C A L 3 / 4 " N O M I N A L D I A M E T E R ( 1 . 0 5 0 " OU T S I D E D I A . ) S T A N D A R D W E I G H T P I P E RU N G S A T 1 ' - 0 " O N C E N T E R V E R T I C A L L Y . TY P I C A L L 4 " X 4 " X 5 / 1 6 " ( 4 " L O N G ) C L I P AN G L E W I T H 5 / 8 " D I A M E T E R E X P A N S I O N FA S T E N E R . TY P I C A L 5 / 1 6 " T H I C K X 4 " W I D E P L A T E LA D D E R S I D E R A I L S . HO I S T B E A M ( S E E S T R U C T U R A L DR A W I N G S ) C O O R D I N A T E L O C A T I O N W/ E L E V . M F R . M8c L5 " X 5 " X 3 / 8 " S T E E L E L E V A T O R S I L L AN G L E F A S T E N E D T O C O N C R E T E EL E V A T O R S H A F T W A L L W I T H 3 / 8 " D I A . S. S . E X P A N S I O N B O L T S A T 1 ' - 0 " O N CE N T E R ( F U R N I S H A N D I N S T A L L E D B Y MI S C . M E T A L S C O N T R A C T O R C O O R D . EX A C T L O C A T I O N A N D L E N G T H W I T H EL E V A T O R C O N T R A C T O R ) . EL E V A T O R D O O R A N D J A M B A S S E M B L Y FU R N I S H E D A N D I N S T A L L E D B Y EL E V A T O R C O N T R A C T O R . EL E V A T O R S I L L F U R N I S H E D A N D IN S T A L L E D B Y E L E V A T O R CO N T R A C T O R . L5 " X 5 " X 3 / 8 " S T E E L E L E V A T O R S I L L AN G L E F A S T E N E D T O C O N C R E T E E L E V A T O R SH A F T W A L L W I T H 3 / 8 " D I A . S . S . EX P A N S I O N B O L T S A T 1 ' - 0 " O N C E N T E R (F U R N I S H A N D I N S T A L L E D B Y M I S C . ME T A L S C O N T R A C T O R C O O R D . E X A C T LO C A T I O N A N D L E N G T H W I T H E L E V A T O R CO N T R A C T O R ) . EL E V A T O R D O O R A N D J A M B A S S E M B L Y FU R N I S H E D A N D I N S T A L L E D B Y EL E V A T O R C O N T R A C T O R . EL E V A T O R S I L L F U R N I S H E D A N D IN S T A L L E D B Y E L E V A T O R CO N T R A C T O R . L5 " X 5 " X 3 / 8 " S T E E L E L E V A T O R S I L L AN G L E F A S T E N E D T O C O N C R E T E EL E V A T O R S H A F T W A L L W I T H 3 / 8 " D I A . S. S . E X P A N S I O N B O L T S A T 1 ' - 0 " O N CE N T E R ( F U R N I S H A N D I N S T A L L E D B Y MI S C . M E T A L S C O N T R A C T O R C O O R D . EX A C T L O C A T I O N A N D L E N G T H W I T H EL E V A T O R C O N T R A C T O R ) . EL E V A T O R D O O R A N D J A M B A S S E M B L Y FU R N I S H E D A N D I N S T A L L E D B Y EL E V A T O R C O N T R A C T O R . EL E V A T O R S I L L F U R N I S H E D A N D IN S T A L L E D B Y E L E V A T O R CO N T R A C T O R . M8 c ST E E L L I N T E L P R O V I D E D B Y M I S C . ME T A L S C O N T R A C T O R A N D I N S T A L L E D B Y MA S O N R Y C O N T R A C T O R . R E F E R T O S T L . LI N T E L S C H E D U L E F O R A D D T ' L . I N F O . , T Y P . ST E E L L I N T E L P R O V I D E D B Y M I S C . ME T A L S C O N T R A C T O R A N D I N S T A L L E D B Y MA S O N R Y C O N T R A C T O R . R E F E R T O S T L . LI N T E L S C H E D U L E F O R A D D T ' L . I N F O . , T Y P . 20 7 11 130 7 C- 1 1 A AA Ex I S T I N G C O N C R E T E S L A B , T Y P . Ex I S T I N G C O N C R E T E FO U N D A T I O N W A L L . EXISTING EXTERIOR WALL CONSTRUCTION TO REMAIN.NEW CONCRETE SLAB, TYP.EXISTING CONCRETE SLAB, TYP.SU2 SU2F2 F2 NEW BEAM POCKET IN MASONRY WALL TO PICK UP EXISTING BEAM, TYP. AT EA.FLOOR. PR O V I D E B E A R I N G P L A T E F O R E X ' G . ST E E L B E A M , S E E S T R U C T U R A L D W G ' S . FO R M O R E I N F O , T Y P . E A . F L O O R . PR O V I D E L L V ' S 8 " B E A R I N G F O R E X ' G . ST E E L B E A M , S E E S T R U C T U R A L D W G ' S . FO R M O R E I N F O , T Y P . E A . F L O O R . NEW MASONRY ELEVATOR SHAFT CONSTRUCTION, SEE STRUCTURAL DWG'S.FOR REINFORCING. EX I S T I N G W O O D A T T I C F R A M I N G T O RE M A I N . 12' - 8" CO O R D I N A T E C L E A R A N C E T O H O I S T BE A M W I T H M F R . ' S R E Q U I R E M E N T S . RE I N F O R C E D C O N C R E T E D E C K T O AC H E I V E A 2 H O U R R A T I N G . M8 c F2 ENTRY LEVEL 211' - 10"9' - 0"9' - 0"2' - 4"2' - 8"4' - 0"1' - 0"ATTIC LEVEL 241' - 2"9' - 0"NEW CONCRETE SLAB, OVER COMPACTED FILL.MACHINE RM.LEVEL 202' - 10"1 HOUR RATED MACHINE ROOM CEILING M8c F2EXISTING CONCRETE SLAB, TYP.2 A-3012" RIGID INSULATION OVER WATERPROOFING AT EXISTING EXTERIOR CONC.FOUNDATION WALLNEW LOUVER TO RATED ELEVATOR VENTILATION DUCT. RA T E D E L E V A T O R V E N T I L A T I O N DU C T S E E M E C H . D W G ' S F O R M O R E IN F O . 1 1 / 2 " 2" 1' - 0 " 2" 1 1 / 2 " 1 1 / 2 " 3 A- 4 0 2 2" 1 1 / 2 " 3/ 8 " x 2 " G A L V . S T E E L F R A M E T Y P . F O R ( 4 ) E D G E S . 3/ 8 " X 2 " G A L V . S T E E L P L A T E G R A T I N G A T 1 1 / 2 " O . C . , TO P E R I M E T E R F R A M E , T Y P . FA C E O F S U M P W A L L L 2 1 / 2 " X 2 " X 3 / 8 " ( L . L . V . ) G A L V . ST E E L A N G L E W I T H ( 2 ) S T U D S PE R S I D E C A S T I N C O N C R E T E SL A B , T Y P . 3' - 6" 1' - 0 " 2' - 5" CE N T E R L I N E O F A U T O M A T I C DO O R R E O P E N I N G D E V I C E 7' - 0" 3' - 6 " CL E A R CA L L B U T T O N W / C A R D RE A D E R A C C E S S C O N T R O L SY S T E M , T Y P . 1 A- 4 0 2 E- 1 0 2 E- 1 0 1 SU 3 a M8 c F2 M8 c F2 EL E V A T O R E- 1 LO B B Y 10 0 SU 3 a 7' - 6 " 9' - 0 " 3' - 6 " 8' - 4 " 7' - 10 3/4" M8 c SU 6 M8 SU 3 4' - 11 3/4" 4' - 8 " 6 A- 4 0 2 S6 F. 5 M8 c F2 1' - 9 1 / 2 " 1' - 9 1 / 4 " FI R S T F L O O R 21 4 ' - 2 " SE C O N D F L O O R 22 3 ' - 2 " GA R D E N L E V E L 20 5 ' - 2 " LO W E R G A R D E N LE V E L 20 4 ' - 2 " EN T R Y L E V E L 21 1 ' - 1 0 " MA C H I N E R M . LE V E L 20 2 ' - 1 0 " M- 0 0 2 C- 1 1 11 1 20 7 JA N . C L O S E T M- 0 1 LO B B Y 10 0 CO R R I D O R C1 CO R R I D O R CG M- 0 0 1 SU 2 S6 F. 5 E- 1 0 1 E- 1 0 2 20 4 - 6 2 A- 3 0 1 EX I S T I N G E X T E R I O R W A L L CO N S T R U C T I O N T O R E M A I N . NE W C O N C R E T E S L A B , T Y P . NE W C O N C R E T E S L A B , O V E R CO M P A C T E D F I L L . 2" R I G I D I N S U L A T I O N O V E R WA T E R P R O O F I N G A T EX I S T I N G E X T E R I O R C O N C . FO U N D A T I O N W A L L EX I S T I N G F O U N D A T I O N W A L L CO N S T R U C T I O N T O R E M A I N . 1 A- 4 0 2 6 A- 4 0 2 EL E V A T O R E- 1 MA C H I N E R O O M M- 0 2 JA N . C L O S E T M- 0 1 S- 1 0 5 M- 0 0 1 M- 0 0 2 M1 0 c SU 2 S3 M8 c S6 1 1/2"3' - 0"3' - 5 1/2" 8' - 0 3 / 4 " 6' - 8 1 / 4 " 4' - 0 " 11 1 / 4 " 3 ' - 6 " 3 ' - 1 0 3 / 4 " 8' - 4 " 7' - 10 3/4" F. 5 M8 c F2 S6 F. 5 DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN As indicated A-402 201432ELEVATOR SECTION 10/29/15RJHCAETHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 1 / 2 " = 1 ' - 0 " 1 El e v a t o r S e c t i o n 1 1 / 2 " = 1 ' - 0 " 2 TY P . S U M P C O V E R D E T A I L 3 " = 1 ' - 0 " 3 TY P . S U M P C O V E R E D G E D E T A I L 1 / 2 " = 1 ' - 0 " 4 TY P . E L E V A T O R D O O R E L E V A T I O N 1 / 4 " = 1 ' - 0 " 5 EL E V A T O R F I R S T F L O O R P L A N 1 / 2 " = 1 ' - 0 " 6 MA I N E N T R Y S E C T I O N 1 / 4 " = 1 ' - 0 " 7 EN L A R G E D P L A N - E L E V A T O R G A R D E N L E V E L P L A N PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION DOOR AND FRAME SCHEDULE ABBREVIATIONS:SOLID CORE WOOD ALUMINUM HOLLOW METAL GALVANIZED HOLLOW METAL INSULATED GALVANIZED HOLLOW METAL PREFINISHED HOUR HARDWARESCWALUMH.M.G.H.M.I.G.H.M.PREFIN.HR.H.W. HO L L O W M E T A L F R A M E S N O T E S : 1. R E F E R T O S H E E T A 6 0 1 F O R I N T E R I O R W I N D O W E L E V A T I O N S GLAZING SCHEDULE ABBREVIATIONS:TEMPERED FLOAT GLASS TYPICAL FLOAT GLASS TEMPERED LAMINATED GLASS FIRE RATED LAMINATED CERAMIC GLAZING MATERIAL INSULATING GLASS SPANDREL INSULATING GLASSG-S1 G-S2 LTSG G-F1 IG-A IG-B F FR - 1 F R - 2 FL U S H GE N E R A L N O T E : 1. P R O V I D E A P P R O P R I A T E R A T E D GL A Z I N G O N A L L D O O R S W H E R E I N D I C A T E D O N T H E D O O R A N D F R A M E S C H E D U L E . DO U B L E D O O R F R A M E VA R I E S DOOR HEIGHT2" 2" 2" SE E D R . S C H . F O R S I Z E S 2"DOOR HEIGHT 2" 2" SE E D R . S C H . F O R S I Z E S 7' - 0" ALUM = ALUMINUM HM = HOLLOW METAL TEMP = TEMPERED HR = HOUR 6' - 0 " G22"2" FR - 3 HO L L O W M T L . F R A M E G-S1 G- S 1 G- S 1 G - S 1 G- S 1 VA R I E S 7' - 0" P 7' - 0" SG REFER TO DR. SCHEDULE REFER TO DR. SCHEDULE 2" 2" G- S 1 G- S 1 6' - 5 1 / 2 " 7' - 10 1/4" 1' - 5 1 / 2 " 1' - 5 1 / 2 " DB FL U S H VA R I E S 7' - 0" 4" 2' - 4 " VA R I E S 4" 2' - 4 " 4" 6' - 0" VA R I E S F3 FLUSHVARIES7' - 0"F2 FLUSHVARIES 7' - 0" VA R I E S 7' - 0" B DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/4" = 1'-0"A-600 201432DOOR SCHEDULE & TYPES GARDEN LEVEL & FIRST FLOOR 03/31/14HMCCheckerTHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 AS INDICATED Do o r S c h e d u l e - G a r d e n L e v e l DO O R # DO O R TY P E WI D T H H E I G H T T H I C K N E S S D o o r M a t e r i a l D o o r F i n i s h GL A Z I N G TY P E FR A M E TY P E FR A M E M A T L . F R A M E F I N I S H DT L . Nu m b e r FI R E RA T I N G HA R D W A R E C O M M E N T S LO W E R G A R D E N L E V E L 10 1 - 7 B 3 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 10 1 - 8 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 10 1 - 9 F 3 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " H. M . P A I N T N / A F R - 1 S T E E L P A I N T 7 9 0 M I N 10 2 - 5 D B 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 10 2 - 6 D B 6 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 10 2 - 7 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 10 3 - 3 D B 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 10 4 - 4 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 4 - 5 F 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R GA R D E N L E V E L 10 1 - 6 F 3 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o ly u r e t h a n e T E M P E R E D F R - 1 H . M . P A I N T 8 2 0 M I N 10 2 - 8 F 3 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R - 1 H . M . P A I N T 7 9 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R 10 3 - 2 F 3 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o ly u r e t h a n e T E M P E R E D F R - 1 H . M - T r a d i t i o n s St e e l PA I N T 8 2 0 M I N G P S E R I E S S P R I R I T 10 3 - 4 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 3 - 5 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 4 - 3 F 2 ' - 6 " 7 ' - 0 " 0 ' - 1 3 / 4 " W O O D Po l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 4 3 0 M I N K V S E R I E S - S I N G L E C Y L I N D E R . S D SE R I E S P H I L A D E L P H I A L E V E R 10 5 - 5 F 3 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o ly u r e t h a n e T E M P E R E D F R - 1 H . M - T r a d i t i o n s St e e l PA I N T 9 2 0 M I N G P S E R I E S S P R I R I T 10 5 - 6 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 5 - 7 B 2 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A W O O D W O O D P O L Y 2 10 5 - 8 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 5 - 9 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 5 - 1 0 D B 6 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 10 5 - 1 3 D B 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 10 5 - 1 4 D B 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 10 5 - 1 5 D B 6 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 10 5 - 1 6 B 2 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 10 6 - 3 F 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D Po l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 6 2 0 M I N K V S E R I E S - S I N G L E C Y L I N D E R . S D SE R I E S P H I L A D E L P H I A L E V E R 10 6 - 5 P 3 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 2 S D S E R I E S P H I L A D E P H I A L E V E R 10 6 - 6 B 3 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 10 6 - 7 F 2 2 ' - 6 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 7 - 3 F 3 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o ly u r e t h a n e T E M P E R E D F R - 1 H . M - T r a d i t i o n s St e e l PA I N T 8 2 0 M I N G P S E R I E S S P R I R I T 10 7 - 4 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 7 - 6 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 2 S D S E R I E S P H I L A D E P H I A L E V E R 10 7 - 7 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 8 - 2 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 4 2 0 M I N K V S E R I E S - S I N G L E C Y L I N D E R . S D SE R I E S P H I L A D E L P H I A L E V E R 10 8 - 3 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 8 - 4 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 9 - 2 F 3 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o ly u r e t h a n e T E M P E R E D F R - 1 H . M - T r a d i t i o n s St e e l PA I N T 8 2 0 M I N G P S E R I E S S P R I R I T 10 9 - 3 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 9 - 5 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 9 - 6 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 11 0 - 3 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 4 2 0 M I N K V S E R I E S - S I N G L E C Y L I N D E R . S D SE R I E S P H I L A D E L P H I A L E V E R 11 0 - 4 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A W O O D W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 11 0 - 5 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A W O O D W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R C- 0 0 1 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4" H . M . P A I N T N / A F R - 1 S E R I E S D R 1 8 - 1 6 (K D ) C A R B O N ST E E L PA I N T 5 9 0 M I N 5 5 0 0 S E R I E S A R C H I T E C T U R A L ST Y L E C O M M E R C I A L D O O R CO N T R O L . 4 2 0 0 S E R I E S CO M M E R C I A L E X I T D E V I C E 4 2 9 L P N H C- 0 0 2 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4" H . M . P A I N T N / A F R - 1 S E R I E S D R 1 8 - 1 6 (K D ) C A R B O N ST E E L PA I N T 5 9 0 M I N 5 5 0 0 S E R I E S A R C H I T E C T U R A L ST Y L E C O M M E R C I A L D O O R CO N T R O L . 4 2 0 0 S E R I E S CO M M E R C I A L E X I T D E V I C E 4 2 9 L P N H M- 0 0 1 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 5 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R M- 0 0 2 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " H . M . P A I N T N / A F R- 1 H . M . P A I N T 5 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R M- 0 0 3 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 7 9 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 1 0 3 F 3 2 ' - 0 " 7 ' - 0 " 0 ' - 1 1 / 2 " H . M . P A I N T N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 4 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 1 0 5 F 3 2 ' - 1 0 " 7 ' - 0 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 4 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 1 0 6 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 1 0 7 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M . P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 1 0 8 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 1 0 9 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 1 1 0 F 3 2 ' - 8 " 7 ' - 0 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 3 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 1 1 1 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 2 0 1 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 2 0 2 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 2 0 3 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 2 0 4 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 2 0 5 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 2 0 6 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 2 0 7 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 3 0 1 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M . P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 3 0 2 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 3 0 3 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 3 0 4 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 3 0 5 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M . P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R S- 3 0 6 F 3 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " H . M . P A I N T N / A F R- 1 H . M P A I N T 1 2 0 M I N S D S E R I E S P H I L A D E P H I A L E V E R EX ' G G R O U N D L E V E L E- 0 0 2 F 3 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e T E M P E R E D F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 7 9 0 M I N 5 5 0 0 S E R I E S A R C H I T E C T U R A L ST Y L E C O M M E R C I A L D O O R CO N T R O L . 4 2 0 0 S E R I E S CO M M E R C I A L E X I T D E V I C E 4 2 9 L P N H E- 0 0 3 F 3 3 ' - 0 " 7 ' - 0 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e T E M P E R E D F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 9 2 0 M I N K V S E R I E S - S I N G L E C Y L I N D E R . H . M - Tr a d i t i o n s S t e e l . H . M- T r a d i t i o n s S t e e l E- 0 0 4 F 3 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e T E M P E R E D F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 7 9 0 M I N 5 5 0 0 S E R I E S A R C H I T E C T U R A L ST Y L E C O M M E R C I A L D O O R CO N T R O L . 4 2 0 0 S E R I E S CO M M E R C I A L E X I T D E V I C E 4 2 9 L P N H Do o r S c h e d u l e - 1 s t F L O O R DO O R # DO O R TY P E WI D T H H E I G H T T H I C K N E S S D o o r M a t e r i a l D o o r Fi n i s h G L A Z I N G T Y P E F R A M E T Y P E F R A M E M A T L . FRAME FINISHDTL.Num berFIRERATINGHARDWARECOMMENTS FI R S T F L O O R 10 1 F 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E F I R E RA T E D PAINT420 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 10 1 - 1 F 2 2 ' - 6 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 1 - 2 F 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 1 - 3 B 2 ' - 8 " 6 ' - 8 " 0 ' - 1 1 / 2 " WO O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 10 1 - 4 S G 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " V i n y l P A I N T T E M P E R E D V I N Y L V I N Y L P A I N T 3 10 1 - 5 S G 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " V i n y l P A I N T T E M P E R E D V I N Y L V I N Y L P A I N T 3 10 1 - 6 C A S E D OP E N IN G 1' - 4 1 / 2 " 6 ' - 8 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 10 2 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E F I R E RA T E D PAINT420 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 10 2 - 1 F 2 2 ' - 6 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 2 - 2 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 2 - 3 B 2 ' - 8 " 6 ' - 8 " 0 ' - 1 1 / 2 " WO O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 10 2 - 4 S G 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " V i n y l P A I N T T E M P E R E D V I N Y L V I N Y L P A I N T 3 10 3 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E F I R E RA T E D PAINT420 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 10 3 - 1 F 2 2 ' - 6 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 1 - 10 4 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E F I R E RA T E D PAINT420 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 10 4 - 1 B 3 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " WO O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 10 4 - 2 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " WO O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 10 5 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E F I R E RA T E D PAINT420 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 10 5 - 1 D B 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 10 5 - 2 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " WO O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 10 6 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E F I R E RA T E D PAINT620 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 10 6 - 1 F 2 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 10 6 - 2 P 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W OO D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 1 - 10 7 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E F I R E RA T E D PAINT420 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 10 7 - 1 F 2 2 ' - 6 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 7 - 2 B 3 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " WO O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 10 8 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E F I R E RA T E D PAINT620 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 10 8 - 1 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " WO O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 10 9 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E F I R E RA T E D PAINT420 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 10 9 - 1 F 2 2 ' - 6 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 10 9 - 4 B 3 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " WO O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 11 0 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E F I R E RA T E D PAINT20 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 11 0 - 1 F 2 2 ' - 1 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 11 0 - 2 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " WO O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 4 11 1 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E F I R E RA T E D PAINT420 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 11 1 - 1 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y - S D S E R I E S P H I L A D E P H I A L E V E R 11 1 - 2 F 2 2 ' - 6 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 11 1 - 3 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " WO O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 11 1 - 4 B 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " WO O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 11 1 - 5 D B 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 C- 1 0 1 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " H. M . P A I N T N / A F R - 1 S E R I E S D R 1 8 - 1 6 ( K D ) CA R B O N S T E E L PAINT590 MIN5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE 429 LPNH C- 1 0 2 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " H. M . P A I N T N / A F R - 1 S E R I E S D R 1 8 - 1 6 ( K D ) CA R B O N S T E E L PAINT590 MIN5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE 429 LPNH E- 0 0 1 F 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e T E M P E R E D F R - 1 H . M A D J U S T A - F I T ST E E L F R A M E F I R E RA T E D PAINT720 MINGP SERIES SPRIRIT E- 1 0 1 G 2 1 ' - 8 1 / 8 " 7 ' - 1 0 3/ 4 " 0' - 1 3 / 4 " W O O D P o l y u r e t h a n e T E M P E R E D F R - 3 H . M A D J U S T A - F I T ST E E L F R A M E F I R E RA T E D PAINT120 MIN5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE.GP SERIES SPIRIT E- 1 0 2 G 2 1 ' - 4 11 / 1 6 " 7' - 7 1 / 2 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e T E M P E R E D F R - 3 H . M A D J U S T A - F I T ST E E L F R A M E F I R E RA T E D PAINT120 MIN5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE.GP SERIES SPIRIT EL E V A T O R DO O R 0' - 0 " 6 ' - 8 " M e t a l - St a i n l e s s S t e e l PA I N T N / A F R - 1 H . M . P A I N T 1 EL E V A T O R MA I N T E N A NC E D O O R 0' - 0 " 6 ' - 8 " M e t a l - St a i n l e s s S t e e l PA I N T N / A F R - 1 H . M P A I N T 1 1 / 4 " = 1 ' - 0 " 1 DO O R T Y P E S PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN A-601 201432DOOR SCHEDULE SECOND AND THIRD FLOOR 10/29/15HMCCheckerTHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 Do o r S c h e d u l e - 2 n d F l o o r DO O R # DO O R TY P E WI D T H H E I G H T T H I C K N E S S D o o r M a t e r i a l D o o r F i n i s h GL A Z I N G TY P E FR A M E TY P E FR A M E M A T L . FR A M E FI N I S H DT L . Nu m b e r FI R E RA T I N G HA R D W A R E C O M M E N T S SE C O N D F L O O R 20 1 F 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " < B y C a t e g o r y > P o l y u r e t h a n e N / A F R - 1 H . M AD J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 4 2 0 M I N K V S E R I E S - S I N G L E C Y L I N D E R . S D S E R I E S PH I L A D E L P H I A L E V E R 20 1 - 1 B 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " < B y C a t e g o r y > N / A F R - 1 W O O D P O L Y 2 20 1 - 2 D B 6 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " < B y C a t e g o r y > N / A F R - 2 W O O D P O L Y 2 20 1 - 3 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 20 1 - 4 D B 6 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h an e N / A F R - 2 W O O D P O L Y 2 S D S E R I E S P H I L A D E P H I A L E V E R 20 1 - 5 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 1 - 6 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 1 - 7 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 1 - 8 S G 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " V i n y l P A I N T T E M P E R E D VI N Y L V I N Y L P A I N T 3 20 1 - 9 S G 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " V i n y l P A I N T T E M P E R E D VI N Y L V I N Y L P A I N T 3 20 1 - 1 0 C A S E D OP E N I N G 6' - 0 " 6 ' - 8 " 1 ' - 4 1 / 4 " W O O D N / A F R - 1 W O O D P O L Y 20 2 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M AD J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 4 2 0 M I N K V S E R I E S - S I N G L E C Y L I N D E R . S D S E R I E S PH I L A D E L P H I A L E V E R 20 2 - 1 B 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 20 2 - 2 D B 6 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P A I N T 1 20 2 - 3 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 20 2 - 4 D B 6 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 20 2 - 5 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 2 - 6 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 2 - 7 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 2 - 8 S G 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " V i n y l P A I N T T E M P E R E D VI N Y L V I N Y L P A I N T 3 20 2 - 9 C A S E D OP E N I N G 6' - 0 " 6 ' - 8 " 1 ' - 4 1 / 4 " W O O D N / A F R - 1 W O O D P O L Y 20 3 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M AD J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 6 2 0 M I N K V S E R I E S - S I N G L E C Y L I N D E R . S D S E R I E S PH I L A D E L P H I A L E V E R 20 3 - 1 B 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 20 3 - 4 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 3 - 5 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 3 - 6 D B 8 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 20 4 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M AD J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 6 2 0 M I N K V S E R I E S - S I N G L E C Y L I N D E R . S D S E R I E S PH I L A D E L P H I A L E V E R 20 4 - 1 B 2 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 20 4 - 2 B 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 20 4 - 3 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 20 4 - 4 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 4 - 5 D B 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 20 4 - 6 P 2 ' - 8 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 2 S D S E R I E S P H I L A D E P H I A L E V E R 20 5 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M AD J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 6 2 0 M I N K V S E R I E S - S I N G L E C Y L I N D E R . S D S E R I E S PH I L A D E L P H I A L E V E R 20 5 - 2 B 4 ' - 0 " 7 ' - 0 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 2 S D S E R I E S P H I L A D E P H I A L E V E R 20 5 - 3 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 5 - 4 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 5 - 5 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 2 S D S E R I E S P H I L A D E P H I A L E V E R 20 5 - 6 D B 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 20 5 - 7 D B 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 20 6 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M AD J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 4 2 0 M I N K V S E R I E S - S I N G L E C Y L I N D E R . S D S E R I E S PH I L A D E L P H I A L E V E R 20 6 - 1 B 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 20 6 - 2 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 20 6 - 3 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 6 - 4 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 6 - 5 P 3 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 2 S D S E R I E S P H I L A D E P H I A L E V E R 20 7 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t h a n e N / A F R - 1 H . M AD J U S T A - F I T ST E E L F R A M E FI R E R A T E D PA I N T 4 2 0 M I N K V S E R I E S - S I N G L E C Y L I N D E R . S D S E R I E S PH I L A D E L P H I A L E V E R 20 7 - 1 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P A I N T 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 7 - 2 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 7 - 3 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h an e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A L E V E R 20 7 - 4 B 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 C- 2 0 1 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O OD P o l y u r e t h a n e N / A F R - 1 S E R I E S D R 1 8 - 1 6 (K D ) C A R B O N ST E E L PA I N T 5 9 0 M I N 5 5 0 0 S E R I E S A R C H I T E C T U R A L S T Y L E CO M M E R C I A L D O O R C O N T R O L . 4 2 0 0 SE R I E S C O M M E R C I A L E X I T D E V I C E 4 2 9 LP N H C- 2 0 2 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O OD P o l y u r e t h a n e N / A F R - 1 S E R I E S D R 1 8 - 1 6 (K D ) C A R B O N ST E E L PA I N T 5 9 0 M I N 5 5 0 0 S E R I E S A R C H I T E C T U R A L S T Y L E CO M M E R C I A L D O O R C O N T R O L . 4 2 0 0 SE R I E S C O M M E R C I A L E X I T D E V I C E 4 2 9 LP N H Do o r S c h e d u l e- 3 r d F l o o r DO O R # DO O R TY P E WI D T H H E I G H T T H I C K N E S S Do o r Ma t e r i a l Do o r F i n i s h G L A Z I N G T Y P E F R A M E TY P E F R A M E M A T L . F R A M E F I N I S H DTL.NumberFIRERATINGHARDWARECOMMENTS TH I R D F L O O R 30 1 F 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y ur e t h a n e N / A F R - 1 H . M A D J U S T A - F I T S T E E L FR A M E F I R E R A T E D PAINT420 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 30 1 - 1 B 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 30 1 - 2 D B 6 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 30 1 - 3 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 30 1 - 4 D B 6 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 30 1 - 5 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 1 - 6 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 1 - 7 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 1 - 8 S G 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " V i n y l P A I N T T E M P E R E D V I N Y L V I N Y L P A I N T 3 30 1 - 9 S G 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " V i n y l P A I N T T E M P E R E D V I N Y L V I N Y L P A I N T 3 30 1 - 1 0 C A S E D OP E N I NG 6' - 0 " 6 ' - 8 " 1 ' - 4 1 / 4 " N / A F R - 1 W O O D P O L Y 30 2 F 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y ur e t h a n e N / A F R - 1 H . M A D J U S T A - F I T S T E E L FR A M E F I R E R A T E D PAINT420 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 30 2 - 1 B 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 30 2 - 2 D B 6 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 30 2 - 3 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 30 2 - 4 D B 6 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 30 2 - 5 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 2 - 6 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 2 - 7 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 2 - 8 S G 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " V i n y l P A I N T T E M P E R E D V I N Y L V I N Y L P A I N T E D 3 30 2 - 9 C A S E D OP E N I NG 6' - 0 " 6 ' - 8 " 1 ' - 4 1 / 4 " N / A F R - 1 W O O D P O L Y 30 3 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o ly u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T S T E E L FR A M E F I R E R A T E D PAINT620 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 30 3 - 1 B 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 30 3 - 4 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 3 - 5 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 3 - 7 D B 8 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 30 4 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o ly u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T S T E E L FR A M E F I R E R A T E D PAINT620 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 30 4 - 1 B 2 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 30 4 - 2 B 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 30 4 - 3 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 30 4 - 4 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t h a n e TE M P E R E D F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 4 - 5 D B 8 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 30 4 - 6 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 30 5 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o ly u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T S T E E L FR A M E F I R E R A T E D PAINT620 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 30 5 - 2 B 4 ' - 0 " 7 ' - 0 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 30 5 - 3 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 5 - 4 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 5 - 5 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 2 S D S E R I E S P H I L A D E P H I A LEVER 30 5 - 6 D B 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 30 5 - 7 D B 5 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 2 W O O D P O L Y 2 30 6 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o ly u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T S T E E L FR A M E F I R E R A T E D PAINT420 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 30 6 - 1 B 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 30 6 - 2 P 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 30 6 - 3 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 6 - S D S E R I E S P H I L A D E P H I A LEVER 30 6 - 4 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 6 - 5 P 3 ' - 0 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 2 S D S E R I E S P H I L A D E P H I A LEVER 30 7 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " W O O D P o ly u r e t h a n e N / A F R - 1 H . M A D J U S T A - F I T S T E E L FR A M E F I R E R A T E D PAINT420 MINKV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 30 7 - 1 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 7 - 2 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 7 - 3 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER 30 7 - 4 B 2 ' - 6 " 6 ' - 8 " 0 ' - 1 1 / 2 " W O O D P o l y u r e t h a n e N / A F R - 1 W O O D P O L Y 2 30 7 - 5 F 2 2 ' - 8 " 6 ' - 8 " 0 ' - 1 3 / 8 " W O O D P o l y u r e t ha n e N / A F R - 1 W O O D P O L Y 1 - S D S E R I E S P H I L A D E P H I A LEVER C- 3 0 1 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " M e t a l - St a i n l e s s St e e l PA I N T N / A F R - 1 S E R I E S D R 1 8 - 1 6 ( K D ) CA R B O N S T E E L PAINT590 MIN5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE 429 LPNH C- 3 0 2 F 2 3 ' - 0 " 6 ' - 8 " 0 ' - 1 3 / 4 " M e t a l - St a i n l e s s St e e l PA I N T N / A F R - 1 S E R I E S D R 1 8 - 1 6 ( K D ) CA R B O N S T E E L PAINT590 MIN5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE 429 LPNH PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION 3 5 / 8 " A T R1 1 S O U N D A T T E N U A T I O N BA T T S , T Y P . 22 G A . M E T A L S T U D F R A M I N G SY S T E M , U . N . O . , A T 1 6 " O . C . MA X . AC O U S T I C A L J T . S E A L A N T TY P . P E R I M E T E R O F F R A M E BO T H S I D E S . FU L L Y - W E L D E D , W R A P AR O U N D H O L L O W M T L . FR A M E , F A C T O R Y P R I M E D FO R F I E L D P A I N T I N G , T Y P . DO O R . R E F E R T O D O O R S C H E D U L E S FO R A D D I T I O N I N F O R M A T I O N . LI G H T G A . S T L . S T U D B O X E D HE A D E R A S S E M B L Y . AC O U S T I C A L B A T T S , T Y P . A T W A L L CA V I T Y A N D F R A M E I N T E R I O R . A HE A D B JA M B C SI L L FU L L Y - W E L D E D , W R A P AR O U N D H O L L O W M T L . FR A M E , F A C T O R Y P R I M E D FO R F I E L D P A I N T I N G , T Y P . LI N E O F H O L L O W M T L . D O O R FR A M E B E Y O N D . F A C T O R Y PR I M E F O R F I E L D P A I N T I N G , TY P . DO O R . R E F E R T O D O O R SC H E D U L E S F O R AD D I T I O N IN F O R M A T I O N . WH E R E R E Q U I R E D , T R A N S I T I O N ST R I P S S H A L L B E C E N T E R E D O N CE N T E R L I N E O F H O L L O W M T L . D O O R IN T H E C L O S E D P O S I T I O N . R E F E R T O 1/ 8 " S C A L E P L A N S A N D R M . F I N I S H SC H E D U L E S F O R A D D T ' L . I N F O R . FI N I S H F L O O R . S E E R M . FI N I S H S C H E D ' S . F O R A D D T ' L . IN F O R . 4 TY P . D O O R D E T A I L AT M T L . F R A M E D W A L L S A6 0 2 SC A L E : 1 1 / 2 " = 1 ' - 0 " S3 W A L L T Y P E S 1/ 2 " 1/ 2 " 1 3 / 4 " 1 3 / 4 " DO O R . R E F E R T O D O O R SC H E D U L E S F O R AD D I T I O N IN F O R M A T I O N . JA C K A N D K I N G S T U D S T Y P . A T FR A M E D O P E N I N G S . AC O U S T I C A L B A T T S , T Y P . A T WA L L C A V I T Y A N D F R A M E IN T E R I O R . 1/ 2 " 1/ 2 " 3 5 / 8 " A T S8 W A L L T Y P E S 3 5 / 8 " A T 8" A T 6" A T S6 W A L L T Y P E S PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X AT R A T E D A S S E M B L I E S ) , T Y P . B O T H SI D E S O F W A L L . PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X AT R A T E D A S S E M B L I E S ) , T Y P . B O T H SI D E S O F W A L L . 3 5 / 8 " A T R1 1 S O U N D A T T E N U A T I O N BA T T S , T Y P . 22 G A . M E T A L S T U D F R A M I N G SY S T E M , U . N . O . , A T 1 6 " O . C . MA X . CO N T . S E A L A N T T Y P . A T EN T I R E F R A M E P E R I M E T E R . WD . F R A M E B Y D O O R M F G ' R . , TY P . DO O R . R E F E R T O D O O R SC H E D U L E S F O R A D D I T I O N IN F O R M A T I O N . A HE A D B JA M B C SI L L BA C K E R R O D A N D S E A L E N T , TY P . A T E N T I R E F R A M E PE R I M E T E R . LI N E O F D O O R S T O P BE Y O N D A T J A M B . SO L I D W D . , E X T . , R A I S E D PA N E L D O O R R E F E R T O DO O R S C H E D U L E . . LI N E O F W D . D O O R F R A M E BE Y O N D A T J A M B . FI N I S H F L O O R . S E E R M . F I N I S H SC H E D ' S . F O R A D D T ' L . I N F O R . 1 TY P . D O O R D E T A I L AT M T L . F R A M E D W A L L S A6 0 2 SC A L E : 1 1 / 2 " = 1 ' - 0 " S3 W A L L T Y P E S DO O R . R E F E R T O D O O R SC H E D U L E S F O R A D D I T I O N IN F O R M A T I O N . WD . F R A M E B Y D O O R M F G . R . , T Y P . 3 5 / 8 " A T S8 W A L L T Y P E S 3 5 / 8 " A T 8" A T 6" A T S6 W A L L T Y P E S PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X AT R A T E D A S S E M B L I E S ) , T Y P . B O T H SI D E S O F W A L L . NO T E : WA L L S T H A T H A V E F . 5 D E S I G N A T I O N SH A L L H A V E A M I N . " F I R E C O D E 3 0 " GW B . A N D S H A L L M E E T S T H E RE Q U I R E M E N T S O F U L D E S I G N U 4 0 7 . PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X AT R A T E D A S S E M B L I E S ) , T Y P . B O T H SI D E S O F W A L L . DA S H E D L I N E I N D I C A T E S WD . T R I M B E Y O N D . WD . T H R E S H O L D ( D E P T H O F FR A M E X W I D T H O F OP E N I N G , T Y P . ) R11 SOUND ATTENUATION BATTS, TYP.22 GA. METAL STUD FRAMING SYSTEM, U.N.O., AT 16" O.C.MAX.ACOUSTICAL JT. SEALANT TYP. PERIMETER OF FRAME BOTH SIDES.FULLY-WELDED, WRAP AROUND HOLLOW MTL.FRAME, FACTORY PRIMED FOR FIELD PAINTING, TYP.DOOR. REFER TO DOOR SCHEDULES FOR ADDITION INFORMATION.LIGHT GA. STL. STUD BOXED HEADER ASSEMBLY.ACOUSTICAL BATTS, TYP. AT WALL CAVITY AND FRAME INTERIOR.AHEAD BJAMB CSILLFULLY-WELDED, WRAP AROUND HOLLOW MTL.FRAME, FACTORY PRIMED FOR FIELD PAINTING, TYP.LINE OF HOLLOW MTL. DOOR FRAME BEYOND. FACTORY PRIME FOR FIELD PAINTING,TYP.DOOR. REFER TO DOOR SCHEDULES FOR ADDITION INFORMATION.WHERE REQUIRED, TRANSITION STRIPS SHALL BE CENTERED ON CENTERLINE OF HOLLOW MTL. DOOR IN THE CLOSED POSITION. REFER TO 1/8" SCALE PLANS AND RM. FINISH SCHEDULES FOR ADDT'L. INFOR.FINISH FLOOR. SEE RM. FINISH SCHED'S. FOR ADDT'L. INFOR.5TYP. DOOR DETAIL AT MTL. FRAMED RATED WALLSA602SCALE: 1 1/2" = 1'-0"S3 WALL TYPES DOOR. REFER TO DOOR SCHEDULES FOR ADDITION INFORMATION.JACK AND KING STUDS TYP. AT FRAMED OPENINGS.ACOUSTICAL BATTS, TYP. AT WALL CAVITY AND FRAME INTERIOR.3" AT6" AT 2 LAYERS PNT'D. 5/8" GYPSUM BOARD TYPE-X TYP. BOTH SIDES OF WALL.NOTE:WALLS THAT HAVE THE F2 DESIGNATION ARE TWO HOUR WALLS AND SHALL MEET THE REQUIREMENTS OF UL DESIGN U411.2 LAYERS PNT'D. 5/8" GYPSUM BOARD TYPE-X TYP. BOTH SIDES OF WALL. NO N - B E A R I N G S T E E L L I N T E L . R E F E R T O ST R U C T . D W G S . F O R S I Z E S . A L L E X P O S E D SU R F A C E S T O R E C E I V E P N T ' D F I N I S H , TY P . 1/ 2 " E X T E R I O R G R A D E S H E A T H I N G EW 9 W A L L T Y P E S JT . S E A L A N T T Y P . P E R I M E T E R O F F R A M E BO T H S I D E S . DO O R . R E F E R T O D O O R SC H E D U L E S F O R A D D I T I O N IN F O R M A T I O N . A HE A D B JA M B C SI L L DO O R . R E F E R T O D O O R SC H E D U L E S F O R A D D I T I O N IN F O R M A T I O N . GW B J A M B B E Y O N D DO O R . R E F E R T O D O O R SC H E D U L E S F O R AD D I T I O N IN F O R M A T I O N . WH E R E R E Q U I R E D , T R A N S I T I O N S T R I P S SH A L L B E C E N T E R E D O N C E N T E R L I N E O F VI N Y L D O O R I N T H E C L O S E D P O S I T I O N . RE F E R T O D O O R S C H E D U L E A N D R M . FI N I S H S C H E D U L E S F O R A D D T ' L . I N F O R . FI N I S H F L O O R . S E E R M . FI N I S H S C H E D ' S . F O R AD D T ' L . I N F O R . 3 TY P . S L I D I N G D O O R D E T A I L AT E X T . M T L . F R A M E D W A L L S A6 0 2 SC A L E : 1 1 / 2 " = 1 ' - 0 " VI N Y L F R A M E S O L I D W / G R O U T A N D FA C T O R Y P R I M E D F O R F I E L D PA I N T I N G . GR O U T A L L C O R E S S O L I D B E L O W L I N T E L S , MI N . S E E S T R U C T . D W G ' S F O R A D D T ' L I N F O . MA S O N R Y J A M B A N C H O R , T Y P . F O R 3 E A . J A M B , U . N . O . ( S E E S P E C ' S . ) JT . S E A L A N T T Y P . P E R I M E T E R O F F R A M E BO T H S I D E S . VI N Y L F R A M E SO L I D W / G R O U T AN D F A C T O R Y PR I M E D F O R F I E L D PA I N T I N G . R- 1 9 B A T T I N S U L A T I O N , T Y P . 5 1 / 2 " A T MI N . 1 1 / 2 " E . I . F . S . OV E R A I R A N D MO I S T U R E BA R R I E R , T Y P . PN T ' D . 5 / 8 " G Y P S U M B O A R D (T Y P E - X A T R A T E D AS S E M B L I E S ) , T Y P . B O T H SI D E S O F W A L L . NO N - B E A R I N G S T E E L L I N T E L . R E F E R T O S T R U C T . DW G S . F O R S I Z E S . A L L E X P O S E D S U R F A C E S T O RE C E I V E P N T ' D F I N I S H , T Y P . HO R I Z . J T . R E I N F O R C I N G , T Y P . A T 1 6 " O . C . , V E R T . RE I N F . C O N C R E T E M A S O N R Y U N I T S . P R O V I D E RU N N I N G B O N D U . N . O . CO N T . B O N D B E A M , T Y P . A T 4 8 " O . C . , V E R T . 7 5 / 8 " A T M1 0 D W A L L T Y P E S ( N O M . 1 0 " ) 9 5 / 8 " A T M8 D W A L L T Y P E S ( N O M . 8 " ) JT . S E A L A N T T Y P . P E R I M E T E R O F F R A M E B O T H SI D E S . DO O R . R E F E R T O D O O R S C H E D U L E S FO R A D D I T I O N I N F O R M A T I O N . A HE A D B JA M B C SI L L DO O R . R E F E R T O D O O R S C H E D U L E S F O R AD D I T I O N I N F O R M A T I O N . LI N E O F H O L L O W M T L . D O O R F R A M E B E Y O N D . FA C T O R Y P R I M E F O R F I E L D P A I N T I N G , T Y P . DO O R . R E F E R T O D O O R S C H E D U L E S FO R A D D I T I O N I N F O R M A T I O N . WH E R E R E Q U I R E D , T R A N S I T I O N S T R I P S S H A L L B E CE N T E R E D O N C E N T E R L I N E O F H O L L O W M T L . D O O R IN T H E C L O S E D P O S I T I O N . R E F E R T O 1 / 8 " S C A L E PL A N S A N D R M . F I N I S H S C H E D U L E S F O R A D D T ' L . IN F O R . FI N I S H F L O O R . S E E R M . F I N I S H SC H E D ' S . F O R A D D T ' L . I N F O R . 6 TY P . D O O R D E T A I L AT M A S O N R Y W A L L S A6 0 2 SC A L E : 1 1 / 2 " = 1 ' - 0 " HO L L O W M T L . F R A M E F I L L S O L I D W / G R O U T A N D FA C T O R Y P R I M E D F O R F I E L D P A I N T I N G . GR O U T A L L C O R E S S O L I D B E L O W L I N T E L S , M I N . SE E S T R U C T . D W G ' S F O R A D D T ' L I N F O . RE I N F . C O N C R E T E M A S O N R Y U N I T S . R E F E R T O ST R U C T . D W G ' S F O R R E I N F O R C I N G RE Q U I R E M E N T S , T Y P . MA S O N R Y J A M B A N C H O R , T Y P . F O R 3 E A . J A M B , U. N . O . ( S E E S P E C ' S . ) JT . S E A L A N T T Y P . P E R I M E T E R O F F R A M E B O T H SI D E S . HO L L O W M T L . F R A M E F I L L S O L I D W / G R O U T AN D F A C T O R Y P R I M E D F O R F I E L D P A I N T I N G . NO T E : WA L L S T H A T H A V E F . 5 D E S I G N A T I O N SH A L L H A V E A M I N . " F I R E C O D E 3 0 " GW B . A N D S H A L L M E E T S T H E RE Q U I R E M E N T S O F U L D E S I G N U 4 0 7 . PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X A T RA T E D A S S E M B L I E S ) , O V E R 2 2 G A . M E T A L ST D . F R A M I N G S Y S T E M , U . N . O . A T 1 6 " O . C . MA X . T Y P . B O T H S I D E S O F W A L L . PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X A T RA T E D A S S E M B L I E S ) , O V E R 2 2 G A . M E T A L ST D . F R A M I N G S Y S T E M , U . N . O . A T 1 6 " O . C . MA X . T Y P . B O T H S I D E S O F W A L L . PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X A T RA T E D A S S E M B L I E S ) , O V E R 2 2 G A . M E T A L ST D . F R A M I N G S Y S T E M , U . N . O . A T 1 6 " O . C . MA X . T Y P . B O T H S I D E S O F W A L L . 7 TY P . D O O R D E T A I L AT E X T E R I O R D O O R O P E N I N G A6 0 2 SC A L E : 1 1 / 2 " = 1 ' - 0 " 3 1/2" R1 1 S O U N D A T T E N U A T I O N BA T T S , T Y P . 22 G A . M E T A L S T U D F R A M I N G SY S T E M , U . N . O . , A T 1 6 " O . C . MA X . CO N T . S E A L A N T T Y P . A T EN T I R E F R A M E P E R I M E T E R . WD . F R A M E B Y D O O R M F G ' R . , TY P . DO O R . R E F E R T O D O O R SC H E D U L E S F O R AD D I T I O N IN F O R M A T I O N . A HE A D B JA M B C SI L L LI N E O F D O O R S T O P BE Y O N D A T J A M B . SO L I D W D . , E X T . , R A I S E D PA N E L P O C K E T D O O R RE F E R T O D O O R SC H E D U L E . . LI N E O F W D . D O O R F R A M E BE Y O N D A T J A M B . FI N I S H F L O O R . S E E R M . F I N I S H SC H E D ' S . F O R A D D T ' L . I N F O R . 2 TY P . P O C K E T D O O R D E T A I L AT I N T . M T L . F R A M E D W A L L S A6 0 2 SC A L E : 1 1 / 2 " = 1 ' - 0 " DO O R . R E F E R T O D O O R SC H E D U L E S F O R A D D I T I O N IN F O R M A T I O N . TY P . W D . T R I M B Y DO O R M F G . R . , T Y P . 6" A T S6 W A L L T Y P E S PN T ' D . 5 / 8 " G Y P S U M B O A R D , T Y P . BO T H S I D E S O F W A L L . NO T E : WA L L S T H A T H A V E F . 5 D E S I G N A T I O N SH A L L H A V E A M I N . " F I R E C O D E 3 0 " GW B . A N D S H A L L M E E T S T H E RE Q U I R E M E N T S O F U L D E S I G N U 4 0 7 . PN T ' D . 5 / 8 " G Y P S U M B O A R D T Y P . BO T H S I D E S O F W A L L . A HE A D B JA M B C SI L L DO O R . R E F E R T O D O O R SC H E D U L E S F O R A D D I T I O N IN F O R M A T I O N . FI N I S H F L O O R . S E E R M . F I N I S H SC H E D ' S . F O R A D D T ' L . I N F O R . DO O R . R E F E R T O D O O R SC H E D U L E S F O R A D D I T I O N IN F O R M A T I O N . HO L L O W M T L . F R A M E F I L L S O L I D W/ G R O U T A N D F A C T O R Y P R I M E D FO R F I E L D P A I N T I N G . 1/2"1/2"1/2"1/2"EXTEND WALL TO UNDERSIDE OF CONCRETE DECK ABOVE TYP. PROVIDE FIRE CAULKING AT ALL PENETRATIONS. FA C E O F E X ' G . W A L L AS S E M B L Y T O R E M A I N . PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X A T R A T E D A S S E M B L I E S ) 2 1 / 2 " 2 2 G A . M E T A L S T U D FR A M I N G S Y S T E M , U . N . O . , A T 1 6 " O. C . M A X . BL O W N I N I N S U L A T I O N T O F I L L CA V I T Y FA C E O F E X ' G . W A L L AS S E M B L Y T O R E M A I N . FA C E O F E X ' G . W A L L AS S E M B L Y T O R E M A I N . EX ' G . L I N T E L S T O R E M A I N . PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X A T R A T E D A S S E M B L I E S ) , 2 1 / 2 " 2 2 G A . M E T A L S T U D FR A M I N G S Y S T E M , U . N . O . , A T 1 6 " O. C . M A X . BL O W N I N I N S U L A T I O N T O F I L L CA V I T Y PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X A T R A T E D A S S E M B L I E S ) 2 1 / 2 " 2 2 G A . M E T A L S T U D FR A M I N G S Y S T E M , U . N . O . , A T 1 6 " O. C . M A X . BL O W N I N I N S U L A T I O N T O F I L L CA V I T Y NO T E : WA L L S T H A T H A V E T H E F 2 DE S I G N A T I O N A R E T W O H O U R W A L L S AN D S H A L L M E E T T H E R E Q U I R E M E N T S OF U L D E S I G N U 4 1 1 . EX T E N D W A L L T O U N D E R S I D E O F C O N C R E T E D E C K AB O V E T Y P . P R O V I D E F I R E C A U L K I N G A T A L L PE N E T R A T I O N S . S6 WALL TYPES TY P . W O O D T R I M BL O C K I N G A S R E Q U I R E D T O IN S T A L L D O O R FI N I S H W D . T R I M A T J A M B T Y P . TY P . F L O O R B A S E 8 TY P . D O O R D E T A I L AT E X T E R I O R D O O R O P E N I N G A6 0 2 SC A L E : 1 1 / 2 " = 1 ' - 0 " A HE A D B JA M B C SI L L DO O R . R E F E R T O D O O R SC H E D U L E S F O R A D D I T I O N IN F O R M A T I O N . FI N I S H F L O O R . S E E R M . F I N I S H SC H E D ' S . F O R A D D T ' L . I N F O R . DO O R . R E F E R T O D O O R SC H E D U L E S F O R A D D I T I O N IN F O R M A T I O N . HO L L O W M T L . F R A M E F I L L S O L I D W/ G R O U T A N D F A C T O R Y P R I M E D FO R F I E L D P A I N T I N G . FA C E O F E X ' G . W A L L AS S E M B L Y T O R E M A I N . PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X A T R A T E D A S S E M B L I E S ) 2 1 / 2 " 2 2 G A . M E T A L S T U D FR A M I N G S Y S T E M , U . N . O . , A T 1 6 " O. C . M A X . BL O W N I N I N S U L A T I O N T O F I L L CA V I T Y FA C E O F E X ' G . W A L L AS S E M B L Y T O R E M A I N . FA C E O F E X ' G . W A L L AS S E M B L Y T O R E M A I N . NE W L I N T E L S T O T O B E IN S T A L L E D F O R E V E R Y 4 " O F MA S O N R Y . S E E S T R U C T U R A L DR A W I N G S . PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X A T R A T E D A S S E M B L I E S ) , 2 1 / 2 " 2 2 G A . M E T A L S T U D FR A M I N G S Y S T E M , U . N . O . , A T 1 6 " O. C . M A X . BL O W N I N I N S U L A T I O N T O F I L L CA V I T Y PN T ' D . 5 / 8 " G Y P S U M B O A R D ( T Y P E - X A T R A T E D A S S E M B L I E S ) 2 1 / 2 " 2 2 G A . M E T A L S T U D FR A M I N G S Y S T E M , U . N . O . , A T 1 6 " O. C . M A X . BL O W N I N I N S U L A T I O N T O F I L L CA V I T Y 9TYP. DOOR DETAIL AT EXTERIOR DOOR OPENINGA602SCALE: 1 1/2" = 1'-0"AHEAD BJAMB CSILLDOOR. REFER TO DOOR SCHEDULES FOR ADDITION INFORMATION.FINISH FLOOR. SEE RM. FINISH SCHED'S. FOR ADDT'L. INFOR.DOOR. REFER TO DOOR SCHEDULES FOR ADDITION INFORMATION.HOLLOW MTL. FRAME FILL SOLID W/GROUT AND FACTORY PRIMED FOR FIELD PAINTING.SHORE EX'G MASONRY ABOVE DURING BEAM INSTALLATIONPNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES)2 1/2" 22 GA. METAL STUD FRAMING SYSTEM, U.N.O., AT 16"O.C. MAX.BLOWN IN INSULATION TO FILL CAVITY FACE OF EX'G. WALL ASSEMBLY TO REMAIN.FACE OF EX'G. WALL ASSEMBLY TO REMAIN.W 8 X 18 BEAM W/ 3/8" CONT.PLATE. SEE STRUCTURAL DRAWINGS FOR MORE INFO PNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES),2 1/2" 22 GA. METAL STUD FRAMING SYSTEM, U.N.O., AT 16"O.C. MAX.BLOWN IN INSULATION TO FILL CAVITY PNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES)2 1/2" 22 GA. METAL STUD FRAMING SYSTEM, U.N.O., AT 16"O.C. MAX.BLOWN IN INSULATION TO FILL CAVITYREMOVE BRICK AS REQUIRED TO INSTALL BEAMNEW BRICK INFILL ONCE W8 BEAM IS INSTALLED JT . S E A L A N T T Y P . P E R I M E T E R O F F R A M E JT . S E A L A N T T Y P . P E R I M E T E R O F F R A M E JT. SEALANT TYP. PERIMETER OF FRAMETHROUGH WALL FLASHING PROVIDE 2 WEEP TYP. ABOVE DOOR CU T B R I C K A S R E Q U I R E D T O IN S T A L L N E W L I N T E L S 3 5 / 8 " A T 4" A T S4 W A L L T Y P E S 4" A T S4 W A L L T Y P E S DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1 1/2" = 1'-0"A-602 201432DOOR DETAILS 11/20/15HMCCAETHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN A-700 201432ROOM FINISH SCHEDULES 11/20/15HMCCAETHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 AS INDICATED GA R D E N L E V E L A N D F I R S T F L O O R R O O M F I N I S H S C H E D U L E Nu m b e r A r e a Fl o o r Fi n i s h Ba s e Fi n i s h Wa l l Fi n i s h Ce i l i n g Fi n i s h Be d r o o m Fi n i s h Be d r o o m Fl o o r Fi n i s h Ha l f Ba t h r o o m Fi n i s h Fu l l Ba t h r o o m Fi n i s h Ba t h r o o m Fl o o r Fi n i s h Ki t c h e n Fi n i s h Ki t c h e n Fl o o r Fi n i s h Co m m e n t s 10 1 6 3 2 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R - P A I N T C O L O R C T P A I N T C O L O R C T 10 1 - G 5 0 0 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R - P A I N T C O L O R C T P A I N T C O L O R C T 10 2 5 5 2 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R - P A I N T C O L O R C T P A I N T C O L O R C T 10 2 - G 5 0 6 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 10 3 4 7 6 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 10 3 - G 4 9 6 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 10 4 5 1 8 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 10 4 - G 5 6 6 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 10 5 8 2 3 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 10 5 - G 7 3 2 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 10 6 4 9 8 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 10 6 - G 4 9 6 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 10 7 4 7 7 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 10 7 - G 4 7 5 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 10 8 5 0 1 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 10 8 - G 5 1 0 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 10 9 4 9 1 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 10 9 - G 4 8 7 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 11 0 4 9 8 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 11 0 - G 5 0 6 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 11 1 7 7 6 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 20 1 1 1 9 3 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 20 2 1 0 7 1 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 20 3 8 3 4 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 20 4 7 3 7 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 20 5 9 6 8 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 20 6 8 8 5 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 20 7 8 7 3 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T SE C O N D A N D T H I R D F L O O R R O O M F I N I S H S C H E D U L E Nu m b e r A r e a Fl o o r Fi n i s h Ba s e Fi n i s h Wa l l Fi n i s h Ce i l i n g Fi n i s h Be d r o o m Fi n i s h Be d r o o m Fl o o r Fi n i s h Ha l f Ba t h r o o m Fi n i s h Fu l l Ba t h r o o m Fi n i s h Ba t h r o o m Fl o o r Fi n i s h Ki t c h e n Fi n i s h Ki t c h e n Fl o o r Fi n i s h Co m m e n t s 20 1 1 1 9 3 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 20 2 1 0 7 1 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 20 3 8 3 4 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 20 4 7 3 7 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 20 5 9 6 8 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 20 6 8 8 5 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 20 7 8 7 3 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 30 1 1 1 9 3 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 30 2 1 0 7 2 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 30 3 8 3 2 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 30 4 7 3 7 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 30 5 9 7 0 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 30 6 8 8 5 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T 30 7 8 9 8 S F W O O D W O O D P A I N T C O L O R - G Y P S U M P A I N T C O L O R - C A R P E T P A I N T C O L O R P A I N T C O L O R C T P A I N T C O L O R C T PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION 1' - 0 " 1' - 0 " 3' - 6"1' - 6"3' - 0" 2' - 0 " 1' - 1 1 / 2 " 1' - 0 " 10 4 10 4 - 1 2' - 3 " 3' - 0 " 1 A- 3 0 1 2' - 11"2' - 1"3' - 0" 2' - 2 1 / 2 " 11 " 2' - 6 " 3' - 0 " 3' - 6 " 4' - 0 1 / 4 " 1' - 0 " A A A 2' - 0"6' - 0" 3' - 0 " 2' - 3 " 2' - 6 " 2' - 0"1' - 1 3/4" 2' - 3 1 / 2 " 2' - 6 " 3' - 0 " 3' - 0 " 9" 1' - 1 1 1 / 2 " 7' - 2 " 3' - 6"1' - 6"3' - 0" 3' - 6"1' - 6"3' - 0" 2' - 1 1 3 / 4 " 2' - 1 1 " 2' - 6 " 2' - 3 1/2" 2' - 1 0 3 / 4 " 3' - 0 " 2' - 6 " 5' - 0" 1' - 6"3' - 0" 3' - 0 " 1' - 2 1 / 4 " 2' - 6 " 1' - 9 " 2' - 1 1 3 / 4 " 3' - 6" 3' - 6"1' - 5 3/4"3' - 0" 2' - 9 " 3' - 6 1 / 4 " 2' - 3 " 2' - 1 1 1 / 4 " 1' - 3 " 2' - 6 " 4' - 0 " 3' - 9 1 / 4 " D A A 3' - 6"1' - 6"3' - 0" 1' - 1 0 1 / 4 " 1' - 3 3 / 4 " 4' - 0 " 1' - 1 0 1 / 2 " 1' - 5 " 2' - 0 " 3' - 6 " 2' - 0 " 9 1 / 4 " 2' - 3 " 10 3 1 A- 3 0 1 3' - 1 1 / 2 " 2' - 6 " 3' - 0 " 2' - 1 1 1 / 2 " 3' - 6"1' - 6"3' - 0" 3' - 0 1 / 4 " 3' - 0 1 / 2 " 2' - 0 1 / 2 " 1' - 0 " 1' - 1 0 " 2' - 6 " 2' - 0 1 / 2 " 2' - 6 " 1' - 0 " 3' - 6"1' - 6"3' - 0" 3' - 1 1 3 / 4 " A A A 1 A- 3 0 1 2' - 1"3' - 0" 2' - 9 " 2' - 6 " 3' - 0"3' - 6"1' - 9"2' - 11" 2' - 1 0 3 / 4 " 2' - 4 " 2' - 11"9 1/2"2' - 9"2' - 11"2' - 0 1/4" 10 5 2' - 11"2' - 0"3' - 6"1' - 11 3/4"1' - 3"3' - 0"2' - 1"2' - 11"3' - 6" A A A 1' - 0"1' - 0 1/4"3' - 0"2' - 6"2' - 1"2' - 3 3/4"7 1/4"2' - 0"2' - 6 1/2"1' - 6"107-23' - 0" 3' - 6"1' - 6"3' - 0" 6' - 8 1 / 2 " 2' - 9 " 2' - 1 1 3 / 4 " 1' - 0 1 / 2 " 1' - 6 " 5 1 / 2 " 2' - 0 1 / 2 " 2' - 6 " 2' - 8 " 11 1 / 4 " 2' - 4 1 / 2 " 3' - 0"1' - 3"2' - 6"3' - 0"2' - 6"2' - 5"2' - 6"2' - 5"3' - 0"8' - 0"1' - 0"1' - 11 1/4"2' - 6"1' - 4"3' - 0"6' - 9 1/4"3' - 0"3' - 0"2' - 3"3' - 4"2' - 11 3/4"3' - 4 1/4"2' - 2 1/2"3' - 0"2' - 1"2' - 11"109109-42' - 0"5' - 4 3/4"2' - 6"2' - 3"2' - 6"2' - 6"3' - 0"2' - 0"5' - 11 1/2"AAA 3' - 6"1' - 6"3' - 0" 4' - 1 0 " 2' - 6 " 1' - 8 " 3' - 0 1 / 2 " 1' - 9 " 2' - 6 " 8 1 / 2 " 3' - 0 " A A A A 3' - 6"1' - 6"3' - 0" 1' - 0 " 8"5' - 9 3/4"1' - 10"2' - 3"2' - 6"1' - 8"3' - 9 3/4"111-2D1' - 6"2' - 11 1/2"3' - 6"3' - 0"2' - 3"3' - 0"1' - 11 1/2"1' - 0"3' - 3"2' - 0"3' - 0"3' - 0"111-2 3' - 6"3' - 0"1' - 6" 2' - 0 " 1' - 0 " 3' - 0 " 1' - 6 " A A 1' - 9 " 3' - 6"1' - 6"3' - 0" 2' - 0 " 1' - 7 " 3' - 0 " 10 1 10 1 - 3 10 1 - 2 3' - 0 " 1' - 1 0 1 / 2 " 2' - 6 " 3' - 2 " 2' - 0 " 1' - 3 " 2' - 0 " 1' - 9 " 2' - 6 " 1' - 1 0 " 3' - 6"1' - 6"3' - 0" 1' - 3 " 2' - 0 " 1' - 8 " 2' - 9 3 / 4 " 3' - 0 " 3' - 6"3' - 0" 10 2 10 2 - 3 10 2 - 2 1' - 6" 11 1 / 4 " 3' - 0 " 1' - 0 " 2' - 3 " 1' - 6 " 3' - 0 " 2' - 11"2' - 1"3' - 0" A A A 2' - 1 " 2' - 7 " 2' - 6 " 1' - 3 " 2' - 6 " 1' - 9 " 2' - 0 " 1' - 0 1 / 2 " DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/4" = 1'-0"A-800 201432GARDEN LEVEL & FIRST FLOOR ELEVATIONS 11/20/15HMCCheckerTHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 1 / 4 " = 1 ' - 0 " 9 CO N D O 1 0 4 - N O R T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 20 CO N D O 1 0 9 - N O R T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 16 CO N D O 1 0 7 - E A S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 18 CO N D O 1 0 8 - E A S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 21 CO N D O 1 0 9 - E A S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 23 CO N D O 1 1 0 - E A S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 25 CO N D O 1 1 1 - E A S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 7 CO N D O 1 0 3 - S O U T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 8 CO N D O 1 0 3 - W E S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 10 CO N D O 1 0 4 - S O U T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 12 CO N D O 1 0 5 - S O U T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 14 CO N D O 1 0 6 - S O U T H E L E V A T I O N 1/4" = 1'-0"17CONDO 107 - SOUTH ELEVATION 1 / 4 " = 1 ' - 0 " 11 CO N D O 1 0 4 - W E S T E L E V A T I O N 1/4" = 1'-0"13CONDO 105 - WEST ELEVATION 1/4" = 1'-0"15CONDO 106 - WEST ELEVATION 1/4" = 1'-0"22CONDO 109 - SOUTH ELEVATION 1/4" = 1'-0"19CONDO 108 -SOUTH ELEVATION 1 / 4 " = 1 ' - 0 " 24 CO N D O 1 1 0 - S O U T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 26 CO N D O 1 1 1 - S O U T H E L E V A T I O N 1/4" = 1'-0"27CONDO 111- WEST ELEVATION 1 / 4 " = 1 ' - 0 " 1 CO N D O 1 0 1 - N O R T H E L E V A T O N 1 / 4 " = 1 ' - 0 " 2 CO N D O 1 0 1 - S O U T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 3 CO N D O 1 0 1 - W E S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 4 CO N D O 1 0 2 - N O R T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 5 CO N D O 1 0 2 - S O U T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 6 CO N D O 1 0 2 - W E S T E L E V A T I O N PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION 2' - 0"6' - 0" 4' - 6 " 2' - 1 1 1 / 2 " 1' - 0 " 2' - 0 " 6' - 0 " 2' - 0 " 2' - 6 " 1' - 6 " 2' - 0 " 4' - 0 1 / 4 " A A A 1 A- 3 0 1 2' - 0 " 1' - 0 " 3' - 0 " 3' - 0 " 1' - 7 1 / 2 " 3' - 6"1' - 7"2' - 11" 20 1 20 1 - 4 20 1 - 3 20 1 - 1 20 1 - 2 1 A- 3 0 1 2' - 1"2' - 6" 1' - 0 " 3' - 2 1 / 4 " 3' - 6"1' - 6"3' - 0" 2' - 0 " 4' - 6 3/4" 2' - 2 " 3' - 6" A AAA1A-301 3' - 0 " 2' - 5 1 / 2 " 2' - 3 " 3' - 0 " 3' - 8 " 3' - 0 1 / 2 " 3' - 0"2' - 1"2' - 11" 20 3 8' - 0" 2' - 4 3 / 4 " 3' - 9 1 / 2 " 2' - 6 " 3' - 4 " 2' - 0 1 / 2 " 2' - 6 " 2' - 1 " 1' - 8 1 / 2 " 2' - 4 3 / 4 " 20 3 - 1 3' - 0"1' - 6"3' - 6" 3' - 1 1 / 4 " 1' - 0 " 3' - 0 " 1' - 6 3 / 4 " 20 4 20 4 - 3 20 4 - 2 3' - 0"1' - 6"3' - 6"2' - 0"1' - 0"1' - 5"3' - 0"3' - 2 3/4"1' - 0"9"2' - 0"AA1' - 0"2' - 0"1' - 11"2' - 2"2' - 6"1' - 3 1/2"5' - 5 3/4"6' - 0 1/2"2' - 6"1' - 3 1/2" 2' - 0"6' - 0" 2' - 0 " 3' - 1 0 1 / 2 " 2' - 0 " 2' - 6 " 2' - 0 " 2' - 0 " 2' - 6 " 2' - 0 1 / 2 " 2' - 9 " 3' - 0 1 / 2 " A A A A 20 6 - 2 20 6 3' - 6"1' - 6"3' - 0" 2' - 0 " 3' - 1 " 2' - 3 " 3' - 1 " 3' - 0 " 3' - 0 " 2' - 2 " 2' - 5 " 1' - 1 0 " 2' - 0 " 1' - 0 " 3' - 1 3 / 4 " 20 6 - 3 1' - 9 " 2' - 6 " 1' - 9 " 2' - 6 " 2' - 2 1 / 2 " 3' - 0 " 2' - 4 " 2' - 7 1 / 2 " 1' - 1 1 1 / 4 " 3' - 0 " 3' - 9 " 3' - 1 " 3' - 6"1' - 6"3' - 0" 2' - 9"3' - 7 1/4"2' - 3"2' - 11 1/2"2' - 0"3' - 9 3/4"1' - 3"2' - 6"4' - 0"1' - 4"3' - 2"A113' - 6" 3' - 4"1' - 6"3' - 0" 2' - 0 " 3' - 9 1/4"1' - 8"2' - 3"2' - 6" 1' - 0 " 1' - 11 3/4"9" 3' - 6" 20 7 1' - 0 " 2' - 0 " 1' - 4 1 / 2 " 1' - 3 " 1' - 3 " 2' - 6 " 3' - 0 " 3' - 0 " 2' - 0 " 3' - 3 " 3' - 0 3 / 4 " 1' - 1 1 3 / 4 " 3' - 6"1' - 6"3' - 0" A A A A 2' - 0 " 2' - 6 " 4' - 0 3 / 4 " 1' - 6 " 2' - 0 " 3' - 6"3' - 0" 2' - 0 " 3' - 0 1 / 2 " 1' - 0 " 3' - 6 " 2' - 6 " 2' - 0 " 1' - 6" 1 A- 3 0 1 3' - 6"1' - 6"3' - 0" 6' - 0 " 2' - 7 1 / 2 " 2' - 0 " 4' - 6 " 3' - 0 1 / 2 " 30 1 30 1 - 3 30 1 - 2 30 1 - 1 1 A- 3 0 1 3' - 0 " 2' - 0 " 2' - 6 " 2' - 1 1 " 2' - 0 1 / 2 " 3' - 6"1' - 6"3' - 0" 1' - 1 1 " 2' - 6 " 2' - 0 1 / 2 " 2' - 0 " 3' - 4 3/4"2' - 7 1/4"1' - 8"2' - 11 1/2"1' - 11 1/2"2' - 0"3' - 6"2' - 6"3' - 6"3' - 6"1' - 6"3' - 0"AA 3' - 0"1' - 6"3' - 6"1' - 0"3' - 2 3/4"2' - 6"2' - 1"3' - 2"1' - 0"2' - 6"2' - 0 3/4" 30 3 2' - 11"2' - 1"3' - 0" 3' - 8 " 3' - 0 1 / 2 " 3' - 0 " 3' - 0 " 2' - 5 1 / 2 " 2' - 3 " 30 3 - 1 2' - 0 1 / 2 " 2' - 6 " 2' - 1 " 1' - 8 " 2' - 5 " 2' - 3 " 3' - 1 0 " 3' - 4 " 2' - 6 " 9"2' - 0"3' - 6"1' - 6"3' - 0"1' - 1 1/4"2' - 0"1' - 5 3/4"3' - 0"3' - 2 3/4" A A1' - 5"1' - 11"2' - 2"2' - 6"1' - 3 1/2"5' - 4 3/4"5' - 11 1/4"2' - 6"1' - 5 1/4" A A A A A 3' - 6"1' - 6"3' - 0" 2' - 0 " 2' - 9 " 1' - 0 " 2' - 0 " 2' - 0 " 3' - 1 0 1 / 2 " 2' - 6 " 2' - 0 " 2' - 0 1 / 2 " 2' - 6 " 2' - 0 " 2' - 1 1 3 / 4 " 2' - 4 " 2' - 7 1 / 2 " 1' - 1 1 " 3' - 6"1' - 6"3' - 0" 3' - 0 " 3' - 9 " 3' - 1 " 30 6 - 2 30 6 3' - 0"2' - 2"2' - 5"1' - 10"2' - 0 1/2"3' - 1 3/4"2' - 3"3' - 1"3' - 0"3' - 6"1' - 6"3' - 0"306-31' - 10 1/4"3' - 3"2' - 6"1' - 9"1' - 9"2' - 6"2' - 2"2' - 10 3/4"6' - 0" D A A 1' - 6 1/4"2' - 11 3/4"1' - 0" 2' - 3 " 1' - 1 1 1 / 4 " 3' - 7 1 / 4 " 2' - 9 " 3' - 9 1 / 2 " 1' - 3 " 2' - 6 " 4' - 0 " D1' - 0"1' - 11 1/2"8"3' - 9"1' - 8"2' - 6"2' - 3"3' - 0"1' - 6"3' - 0 3/4"1' - 5 1/4"3' - 0"3' - 3"2' - 0"3' - 0"2' - 0"1' - 0"1' - 11 1/4"1' - 4 1/2"2' - 6"2' - 6"DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/4" = 1'-0"A-801 201432SECOND & THIRD FLOOR ELEVATIONS 11/20/15HMCCheckerTHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 1 / 4 " = 1 ' - 0 " 28 CO N D O 2 0 1 - N O R T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 29 CO N D O 2 0 1 - S O U T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 30 CO N D O 2 0 2 - S O U T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 31 CO N D O 2 0 3 - S O U T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 32 CO N D O 2 0 3 - W E S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 33 CO N D O 2 0 4 - N O R T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 34 CO N D O 2 0 4 - S O U T H E L E V A T I O N 1/4" = 1'-0"35CONDO 204 - WEST ELEVATION 1 / 4 " = 1 ' - 0 " 36 CO N D O 2 0 5 - N O R T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 38 CO N D O 2 0 6 - N O R T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 39 CO N D O 2 0 6 - E A S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 37 CO N D O 2 0 5 - W E S T E L E V A T I O N 1/4" = 1'-0"40CONDO 207 - EAST ELEVATION 1 / 4 " = 1 ' - 0 " 41 CO N D O 2 0 7 - S O U T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 42 CO N D O 2 0 7 - W E S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 1 CO N D O 3 0 1 - N O R T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 2 CO N D O 3 0 1 - S O U T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 3 CO N D O 3 0 1 - E A S T E L E V A T I O N 1/4" = 1'-0"5CONDO 302 - EAST ELEVATION 1/4" = 1'-0"6CONDO 302 - SOUTH ELEVATION 1 / 4 " = 1 ' - 0 " 7 CO N D O 3 0 3 - S O U T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 8 CO N D O 3 0 3 - W E S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 10 CO N D O 3 0 4 - S O U T H E L E V A T I O N 1/4" = 1'-0"11CONDO 304 - WEST ELEVATION 1 / 4 " = 1 ' - 0 " 12 CO N D O 3 0 5 - N O R T H E L E V A T I O N 1 / 4 " = 1 ' - 0 " 13 CO N D O 3 0 5 - W E S T E L E V A T I O N 1 / 4 " = 1 ' - 0 " 14 CO N D O 3 0 6 - N O R T H E L E V A T I O N 1/4" = 1'-0"15CONDO 306 - EAST ELEVATION 1 / 4 " = 1 ' - 0 " 16 CO N D O 3 0 7 - E A S T E L E V A T I O N 1/4" = 1'-0"17CONDO 307 - SOUTH ELEVATION 1/4" = 1'-0"18CONDO 307 - WEST ELEVATION PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION 1 H O U R R A T E D CE I L I N G 2 H O U R R A T E D CE I L I N G 2 HOUR RATED CEILING 8' - 0 " 8' - 0" 8' - 0 " 8' - 0 " 8' - 0" 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0" 8' - 0 " 8' - 0 " 8' - 0 " 2 HOUR RATED CEILING 2 H O U R R A T E D CE I L I N G 2 H O U R R A T E D CE I L I N G 8 A- 9 0 0 8' - 0" 8' - 0 " 8' - 0 " 8' - 0 " R 0' - 3" 9 A- 9 0 0 1 H R . F L O O R / C L ' G A S S E M B L Y : 5" R E I N F . C O N C . S L A B , O V E R 1 1 / 2 " M T L . D E C K , OV E R S T L . F R A M I N G S Y S T E M , OV E R 3 5 / 8 " L I G H T G A . S T L . J O I S T S A T 1 6 " O . C . , M A X . , OV E R ( 2 ) L A Y E R S 5 / 8 " T Y P E " X " G W B . 2 H R . R A T E D S T A I R S O F F I T C E I L I N G A S S E M B L Y . N E R - 25 8 : P T D . 2 L A Y E R S 1 / 2 " T Y P E " X " G Y P B D . O V E R M T L . ST U D F R A M I N G 2 4 " O . C . M A X , O V E R 1 " T Y P E " X " L I N E R PA N E L S T Y P . 1 H R . R A T E D C E I L I N G A S S E M B L Y . N E R - 2 5 8 : P T D . 1 LA Y E R 1 / 2 " T Y P E " X " G Y P B D . O V E R M T L . S T U D FR A M I N G 2 4 " O . C . M A X , O V E R 1 " T Y P E " X " L I N E R PA N E L S T Y P . EX I S T I N G S T E E L B E A M S E N C A S E D I N G Y P . B D CO F F E R E D S E C T I O N O F C E I L I N G S E E R C P F O R D I M S . GYP. BD. CEILING @ 8'-0" A.F.F. GYP. BD. CEILING @ 8'-0" A.F.F. 9 A- 9 0 0 5/ 8 " X R A T E D G Y P . B D . O V E R 3 5 / 8 " S T L . S T U D CE I L I N G L E G E N D : = G Y P S U M C E I L I N G = 1 H R R A T E D C E I L I N G = 2 H R R A T E D C E I L I N G = A C T C O M P O U N D C E I L I N G = 6 " R E C E S S E D C A N = P E N D A N T L I G H T = W A L L S C O N C E = C E I L I N G L I G H T 8 A- 9 0 0 EX I S T I N G S T E E L B E A M S E N C A S E D I N G Y P . B D , T Y P . CO F F E R E D S E C T I O N O F C E I L I N G S E E R C P F O R D I M S . GYP. BD. CEILING @ 8'-0" A.F.F. GYP. BD. CEILING @ 8'-0" A.F.F. 5/ 8 " X R A T E D G Y P . B D . O V E R 3 5 / 8 " S T L . S T U D DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net 521 East Street Chicopee, Massachusetts 01020-4161 CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN As indicated A-900 201432REFLECTED CEILING PLANS 10/13/15HMCCAETHE COLUMNS AT ROCKWELL PLACE 30 VILLIAGE HILL,NORTHAMPTON, MADATENO.REVISION Date 11Revision 1 AS INDICATED 1 / 8 " = 1 ' - 0 " 1 GA R D E N L E V E L R C P 1 / 8 " = 1 ' - 0 " 2 FI R S T F L O O R R C P 1 / 8 " = 1 ' - 0 " 3 SE C O N D F L O O R R C P 1 / 8 " = 1 ' - 0 " 4 TH I R D F L O O R R C P 1 " = 1 ' - 0 " 5 2 H O U R R A T E D C E I L I N G A S S E M B L Y 1 " = 1 ' - 0 " 6 2 H O U R R A T E D C E I L I N G 1 " = 1 ' - 0 " 7 1 H O U R R A T E D C E I L I N G 1 / 2 " = 1 ' - 0 " 8 3R D F L O O R C O F F E R E D C E I L I N G S H O R T S E C T I O N D E T A I L 1 / 4 " = 1 ' - 0 " CE I L I N G L E G E N D 1 / 2 " = 1 ' - 0 " 9 3R D F L O O R C O F F E R E D C E I L IN G L O N G S E C T I O N D E T A I L PROGRESS SET 12-23-15 NOT FOR CONSTRUCTION