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Columns Full Permit Set 6.27.16A-800 1 3 24 ROOM NAME XXX XXX-X ELEVATION NUMBER SHEET X A-XXX DRAWING NUMBER SHEET ROOM NAME ROOM NUMBER WINDOW TYPE ROOM TAG DOOR TAG ELEVATION TAG DETAIL TAG X A-XXX DRAWING NUMBER SHEETSECTION TAG XX.XDEMOLITION NOTE XWINDOW TAG DOOR NUMBER WINDOW TYPEXXEQUIPMENT TAG NOTE REFERENCEXXKEY NOTE XXWALL TAG WALL TYPE NOTE REFERENCE WALK OFF MAT FLOOR PLAN DESIGNATION CONCRETE INFILL FLOOR PLAN DESIGNATION EXISTING CONSTRUCTION FLOOR PLAN & SECTIONS DESIGNATION W2WAINSCOT DESIGNATION SEE DETAIL 20/A-814 ABV. = ABOVE ADDT'L. = ADDITIONAL ADO = AUTOMATED DOOR OPENER A.F.F. = ABOVE FINISHED FLOOR ALUM. = ALUMINUM ALUM. T . = ALUMUMINUM THRESHOLD APPRV'D. = APPROVED A.W.P. = ACOUSTICAL WALL PANEL B.O.F. = BOTTOM OF FOOTING BLDG. = BUILDING C.B.B. = CEMENTITIOUS BACKER BOARD C.J. = CONTROL JOINT C.L. = CENTERLINE CL'G. = CEILING C.M. = CONSTRUCTION MANAGER C.M.U. = CONCRETE MASONRY CONC. = CONCRETE CONT. = CONTINUOUS COOR. = COORDINATE DEG. = DEGREE D.F. = DRINKING FOUNTAIN DIA. = DIAMETER DT'L. = DETAIL DWG = DRAWING EA. = EACH E.C.R. = ELECTRICALLY CONDUCTIVE RUBBER E.J. = EXPANSION JOINT ELECT. = ELECTRICAL ELEV. = ELEVATOR EQ. = EQUAL E.W.C. = ELECTRIC WATER COOLER EX'G. = EXISTING EXP. JT. = EXPANSION JOINT EXT = EXTERIOR F.E.P. = FINISHED END PANEL FE/C = FIRE EXTINGUISHER CABINET FE/C1 = LARGE FIRE EXTEINGUISHER CABINET FE/B = FIRE EXTINGUISHER BRACKETED FIN. = FINISH(ED) F.R.P. = FIBERGLASS REINFORCED PANEL F.R.T. = FIRE RETARDENT TREATED FT. = FOOT GA. = GUAGE G.C. = GENERAL CONTRACTOR G.F. CMU = GROUND FACE CONCRETE MASONRY UNIT GWB = GYPSUM WALL BOARD H.D.P.E. = HIGH DENSITY POLYETHYLENE H.M. = HOLLOW METAL HORZ. = HORIZONTAL HR. = HOUR H.S.S. = HOLLOW STRUCTURAL SECTION HT. = HEIGHT HVT = HOMOGENEOUS VINYL TILE I.D. = INSIDE DIAMETER INFO(R) = INFORMATION INSUL. = INSULATION JT. = JOINT LAM = LAMINATE LAV. = LAVATORY LB. = POUND LPSPF = LOW PRESSURE SPRAYED POLYURETHANE FOAM MAX. = MAXIMUM MECH. = MECHANICAL MFG/ MFGR'D = MANUFACTURED MIL. = MILLIMETER MIN. = MINIMUM MISC. = MISCELLANEOUS M.T. = MARBLE THRESHOLD MTL. = METAL N.I.C. = NOT IN CONTRACT O.C. = ON CENTER O.D. = OUTSIDE DIAMETER P-LAM = PLASTIC LAMINATE PLYWD. = PLYWOOD PNT = PAINT PREFIN. = PREFINISHED P.S.F. = POUNDS PER SQUARE FOOT PTD = PAINTED P.T. = PRESSURE TREATED P.TILE = PORCELAIN TILE R.A.F. = RAISED ACCESS FLOORING R.C.B. = RUBBER COVE BASE R.S.B. = RUBBER STRAIGHT BASE R.C.P. = REFLECTED CEILING PLAN REINF. = REINFORCED REQ'D = REQUIRED RM. = ROOM R.W.L. = RAIN WATER LEADER S.A.T. = SUSPENDED ACOUSTICAL TILE S.C. = SUBCONTRACTOR SCHED. = SCHEDULE S.C.W. = SOLID CORE WOOD S.F. CMU = SPLIT FACED CONCRETE MASONRY UNIT SIM. = SIMILAR S.G. = SHEET GOODS S.S. = STAINLESS STEEL T.O.S. = TOP OF STEEL T.R. = TOILET ROOM T.S. = TRANSITION STRIP TYP. = TYPICAL U.N.O. = UNLESS NOTED OTHERWISE VERT. = VERTICAL VEST. = VESTIBULE V.I.F. = VERIFY IN FIELD W.W.F. = WELDED WIRE FABRIC W.W.M. = WELDED WIRE MESH WD. = WOOD L,W,H,D,R = LENGTH, WIDTH, HEIGHT, DEPTH, RADIUS W.A.P. = WIRELESS ACCESS POINT F.E.P. = FILLER END PANEL I.D.C. = ILLUMINATED DISPLAY CASE THE COLUMNS AT ROCKWELL PLACE DRAWING ABBREVIATIONS SYMBOLS LEGEND SITE LOCATION LIST OF DRAWINGS CR-100 CR-101 D-100 D-101 A-100 A-101 A-102 A-103 A-104 A-105 A-200 A-201 A-300 A-400 A-401 A-402 A-600 A-601 A-602 A-700 A-800 A-801 A-900 GARDEN LEVEL & FIRST FLOOR EGRESS PLAN & CODE REVIEW SECOND FLOOR & THIRD FLOOR EGRESS PLANS & CODE REVIEW DEMO BASE & FIRST FLOOR DEMO SECOND AND THIRD FLOOR GARDEN LEVEL & FIRST FLOOR PLAN SECOND FLOOR & THIRD FLOOR PLAN ENLARGED GARDEN LEVEL DIMENSIONED PLAN ENLARGED FIRST FLOOR DIMENSIONED PLAN ENLARGED SECOND FLOOR DIMENSIONED PLAN ENLARGED THIRD FLOOR DIMENSIONED PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS BUILDING SECTIONS STAIR 1 SECTION AND DETAILS STAIR DETAILS ELEVATOR SECTION DOOR TYPES & DOOR DETAILS DOOR SCHEDULE GARDEN LEVEL & FIRST FLOOR DOOR SCHEDULE SECOND AND THIRD FLOOR ROOM FINISH SCHEDULE GARDEN LEVEL & FIRST FLOOR ELEVATIONS SECOND FLOOR & THIRD FLOOR ELEVATIONS REFLECTED CEILING PLANS TITLE SHEET ARCHITECTURAL DRAWINGS: S1.1 S1.2 S1.3 S2.1 S2.2 S3.1 S4.1 S4.2 FOUNDATION & FIRST FLOOR FRAMING PLANS SECOND & THIRD FLOOR FRAMING PLANS ATTIC & ROOF FRAMING PLANS FOUNDATION & FIRST FLOOR SECTIONS FOUNDATION & FIRST FLOOR SECTIONS SECOND & THIRD FLOOR SECTIONS TYPICAL FRAMING DETAILS & GENERAL NOTES TYPICAL FRAMING DETAILS STRUCTURAL DRAWINGS: FIRE PROTECTION DRAWINGS WILL BE DESIGN BUILD PLUMBING DRAWINGS: MECHANICAL DRAWINGS: ELECTRICAL DRAWINGS: CONSTRUCTION DOCUMENTS CBA PROJECT NO. 201432 JUNE 27TH, 2016 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 SITE DESIGN, LANDSCAPE ARCHITECTURE: PLAN IT GREEN LANDSCAPE ARCHITECTURE 142 MAIN STREET, SUITE 3 P.O. BOX 356 NORTHAMPTON, MA 01061 (413) 727-3900 CIVIL ENGINEER: T. 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-6.1 L-6.2 L-7 L-8 L-9 EXISTING CONDITIONS LAND SURVEY SITE LAYOUT PLAN SITE GRADING PLAN DRAINAGE AND UTILITIES PLAN SITE LANDSCAPE PLAN SITE LIGHTING PLAN SITE PHOTO METRIC PLAN SITE DETAILS SITE DETAILS SITE DETAILS SITE DRAWINGS: HVAC-1 HVAC-2 HVAC-3 HVAC GARDEN LEVEL & FIRST FLOOR PLAN HVAC SECOND & THIRD FLOOR PLAN HVAC SCHEDULES AND DETAILS P-1 P-2 P-3 P-4 P-5 PLUMBING FOUNDATION PLAN / MECHANICAL ROOM PLAN DETAILS SCHEDULES AND LEGEND PLUMBING GARDEN LEVEL & FIRST FLOOR PLANS WASTE & VENT PIPING PLUMBING SECOND & THIRD FLOOR PLANS WASTE & VENT PIPING PLUMBING GARDEN & FIRST FLOOR PLANS WATER PIPING PLUMBING SECOND & THIRD FLOOR PLANS WATER PIPING PERMIT SET 6-27-16 E-100 ELECTRICAL SERVICE 6L-73L-74L-710L-71L-77L-71L-712L-712L-76L-73L-713L-77L-72L-711L-71L-22L-24L-78L-71L-71L-71L-71L-79L-7DRAWING #REV.UNAUTHORIZED ALTERATION OF THISDOCUMENT IS A VIOLATION OFMASSACHUSETTS STATE LAWISSUANCE DATE:PREPARED FOR:30 Village Hill RoadNorthampton, MATHE COLUMNS AT ROCKWELL PLACEAPRIL 21, 2016DATE:REVISIONS:CITY SITE PLANAPPROVALSUBMISSIONEROSION CONTROL ADDED 5.26.16CAOLO & BIENIEK ASSOCIATES, INC.DUMPSER RELOCATION 6.17.16ADDITIONAL PLANTING 6.17.16SITELAYOUTPLANSCALE: 1" = 10'-0"L-2Scale: 1"=10'ENTRANCE WALK1NOT TO SCALELANDING & STEP AT PATIO DOOR2 7L-97L-97L-97L-97L-98L-96L-98L-96L-98L-9DRAWING #REV.UNAUTHORIZED ALTERATION OF THISDOCUMENT IS A VIOLATION OFMASSACHUSETTS STATE LAWISSUANCE DATE:PREPARED FOR:30 Village Hill RoadNorthampton, MATHE COLUMNS AT ROCKWELL PLACEAPRIL 21, 2016DATE:REVISIONS:CITY SITE PLANAPPROVALSUBMISSIONEROSION CONTROL ADDED 5.26.16CAOLO & BIENIEK ASSOCIATES, INC.DUMPSER RELOCATION 6.17.16ADDITIONAL PLANTING 6.17.16SPOT GRADES REVISED 7. 05.16SITEGRADING ANDEROSIONCONTROL PLANSCALE: 1" = 10'-0"L-3 DRAWING #REV.UNAUTHORIZED ALTERATION OF THISDOCUMENT IS A VIOLATION OFMASSACHUSETTS STATE LAWISSUANCE DATE:PREPARED FOR:30 Village Hill RoadNorthampton, MATHE COLUMNS AT ROCKWELL PLACEAPRIL 21, 2016DATE:REVISIONS:CITY SITE PLANAPPROVALSUBMISSIONEROSION CONTROL ADDED 5.26.16CAOLO & BIENIEK ASSOCIATES, INC.DUMPSER RELOCATION 6.17.16ADDITIONAL PLANTING 6.17.16SITELANDSCAPEPLANSCALE: 1" = 10'-0"L-5PLANT LIST 10L-72L-6.11L-6.1DRAWING #REV.UNAUTHORIZED ALTERATION OF THISDOCUMENT IS A VIOLATION OFMASSACHUSETTS STATE LAWISSUANCE DATE:PREPARED FOR:30 Village Hill RoadNorthampton, MATHE COLUMNS AT ROCKWELL PLACEFEBRUARY 24, 2016DATE:REVISIONS:MASSACHUSETTSDEVELOPMENTAPPROVALREVIEWCAOLO & BIENIEK ASSOCIATES, INC.SITELIGHTINGPLANSCALE: 1" = 10'-0"L-6.1NOT TO SCALELED BOLLARD1NOT TO SCALEPARKING AREA LIGHT2 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.5 0.6 0.4 0.5 0.7 0.5 0.1 0.1 0.0 0.1 0.0 0.0 0.0 0.3 1.1 1.4 1.0 1.1 1.5 1.1 0.2 0.2 0.0 0.1 0.2 0.1 0.1 0.1 0.6 2.1 2.4 1.7 1.8 2.5 2.0 0.5 0.3 0.1 0.4 4.3 0.7 0.1 0.1 0.9 2.3 3.4 1.9 2.0 3.3 2.2 0.8 0.4 0.0 0.1 0.4 4.4 0.7 0.1 0.1 1.0 2.5 3.0 2.1 2.1 3.0 2.5 0.8 0.4 0.0 0.0 0.1 0.3 0.2 0.1 0.1 0.9 2.3 3.4 2.0 1.9 3.1 2.4 0.7 0.4 0.0 0.0 0.0 0.1 0.2 0.1 0.1 0.6 2.0 2.3 1.7 1.5 2.2 1.8 0.4 0.3 0.0 0.0 0.1 0.3 2.1 0.4 0.1 1.0 1.3 0.9 0.8 1.2 0.9 0.2 0.1 0.0 0.0 0.1 0.7 16.2 0.7 0.1 0.5 0.7 0.5 0.4 0.5 0.4 0.2 0.1 0.0 0.0 0.1 0.2 0.4 0.2 0.1 0.4 0.6 0.4 0.3 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.8 1.0 0.7 0.5 0.7 0.6 0.2 0.1 0.0 0.0 0.1 0.1 0.3 0.2 0.1 0.1 0.4 1.6 2.0 1.4 0.9 1.4 1.3 0.4 0.2 0.0 0.0 0.1 0.4 5.8 0.8 0.2 0.1 0.8 2.5 2.9 1.8 1.4 2.4 2.4 0.7 0.4 0.0 0.0 0.1 0.4 3.4 0.6 0.1 0.1 1.0 2.5 3.1 2.0 1.5 3.0 2.6 1.0 0.6 0.0 0.0 0.1 0.1 0.3 0.2 0.1 0.1 1.0 2.4 3.1 1.9 1.6 2.8 2.7 1.1 0.5 0.0 0.1 0.1 0.2 0.4 0.2 0.1 0.1 0.7 2.3 2.6 1.8 1.4 2.8 2.7 1.0 0.6 0.1 0.1 0.4 0.6 8.1 1.1 0.2 0.1 0.3 1.4 1.7 1.2 1.1 2.2 2.2 0.7 0.3 0.1 0.4 5.3 1.2 2.7 1.8 0.2 0.2 0.6 0.8 0.5 0.6 1.1 1.1 0.4 0.1 0.1 0.3 3.1 0.8 1.0 9.1 0.1 0.2 0.3 0.2 0.3 0.5 0.5 0.2 0.00.0 0.1 0.2 0.2 0.4 1.2 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.00.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DRAWING #REV.UNAUTHORIZED ALTERATION OF THISDOCUMENT IS A VIOLATION OFMASSACHUSETTS STATE LAWISSUANCE DATE:PREPARED FOR:30 Village Hill RoadNorthampton, MATHE COLUMNS AT ROCKWELL PLACEFEBRUARY 24, 2016DATE:REVISIONS:MASSACHUSETTSDEVELOPMENTAPPROVALREVIEWCAOLO & BIENIEK ASSOCIATES, INC.SITEPHOTOMETRICPLANSCALE: 1" = 10'-0"L-6.2 9L-710L-710L-7DRAWING #REV.UNAUTHORIZED ALTERATION OF THISDOCUMENT IS A VIOLATION OFMASSACHUSETTS STATE LAWISSUANCE DATE:PREPARED FOR:30 Village Hill RoadNorthampton, MATHE COLUMNS AT ROCKWELL PLACEFEBRUARY 24, 2016DATE:REVISIONS:MASSACHUSETTSDEVELOPMENTAPPROVALREVIEWCAOLO & BIENIEK ASSOCIATES, INC.SITEDETAILSL-7NOT TO SCALECONCRETE UNIT RETAINING WALL7NOT TO SCALEACCESSIBLE PARKING STALL6NOT TO SCALECONCRETE PAVERS ON AGGREGATE BASE3NOT TO SCALEEXTRUDED BITUMINOUS CONCRETE CURB5NOT TO SCALEVERTICAL CONCRETE CURB4NOT TO SCALEBITUMINOUS CONCRETE PAVEMENT8NOT TO SCALEACCESSIBLE PARKING SIGN9NOT TO SCALEPROJECT SIGN10NOT TO SCALECONCRETE PAVING ON AGGREGATE BASE1NOT TO SCALEBIKE PATH PAVEMENT2NOT TO SCALERAMP - WALL - RAILING11NOT TO SCALEAREA WAY12 12J.67' /NI.ET 6 INCH ClEANOUT 2J.5' ••• ········ ......... ·.·.·.·.·.·.·.·.·.·.·.·.·.·_-.~••····~--------::::::.-.-_-.-_-_~~E:~r£1£f Ji;~ MHl 5 FT. #1/k.--..,,JO CEN1ERED BENEATH FEED CONNECTORS/INl.ET PIPES TO Plifl£NT SCOUR/NC OF S'TONC ["j"]CULTEC RECHARGER® R-V8HD D STORMWATERBED 7.J.O' 6 INCH a.EANOIJT ·••••• ...... ==·=··-~--~--~~-.---.~~~~::::::.-.-_-.-.-----~:ff~~ m1: ~ ~~ ---~;;;-~~~=,;::'::I,;:: CONNECTORS/INl.ET PIPE'S TO PRfl'ENT SCOtJR/NG OF STONE CULTEC RECHARGER® R-280HD STORMWATERBED 6 INCH Q..EANOUT CUL TEC RECHARGER VBHD HEAVY-DUTY CHAMBER f-2H WASHED CRUSHED STONE TURF OR PA I/ING 95X COUPACTFD RU '1 OZ NON-HrJ 'i£N Fil TER FABRIC AROUNO STONE (TOP AND SIDES) _____r-VBHO: 12.0" VBHD: 18.0" AllN./12' MAX. CULTEC RECHARGER® LEGEND ~ HK. V STARTER D RECHARGE'R IN1ERAIEDIA TE' ~ HK.V END .. ctH. TEC NO. 20/. POL 'YETH'Yl.£NC LINER 6 INCH a.EANOIJT 280HO: CULTECRECHARGER® LEGEND ~ HK.V STARlD? D REQ-IARGER INTERMEDIAlF ~ HK.V ENO .. ctH. TFC NO. 20/. POL "IUHn.ENE LINER 6.0" T'tP. 9.0" VBHO .. ·:· , .. •,•' ,. . ,' ', '·:. --:: ... ·,· -· .. ' ·.~·· ... ~·. ·"··.-" . ' . ---~-,_,_: ··-, .. "' ... ,. - : .~:: .. ) -·· . '' .. ·-.... , .. _, .,.... ·-~· .... -... . · .. :·.;:-. . --•.· ... · .. ,,_,>· . . . ,, ... · ... , .-· ... , . ·. ·.• ·, \"" ... 12.0~-+-+-VBHO: 60" VBHD: 66" O.C. TYP. NA 71~ MATER/Al 1 CULTEC RECHARGER V8HD TYPICAL CROSS SECTION NO SCALE 1-2" WASHED CRUSHEO STONE CUL TFC RECHARGER 280HO HEAVY-DUTY CHAMBER TURF 95Jr COMPACTED All 4 OZ NON-WO'oCN RLTER FABRIC AROUND STONE (TOP ANO SIDES) ____r-Non-Paved '•' -:-·:.·_ ·:' ·.-.-·· ·.:.-···~.. . . . •', \" ... __. :': ), ' '-~ ,, --~ .'' . : .· .. : . " .-. -. :'' .. . ·.":.,.-:.. ·.-\:·.-.,,· ... -..... . . .. ':--· ' .-,.-..... .;·.:. •' . : ·''; ;.) :: ';·_.. -· ·-' ., . "._-.. ... · -·. "(" .-'. ·.: .. ;--:,·:'' --'. --·· ·.~·· .:·· -... ,·. -· . 12.0"-+-+-~2BOHD: 47" TYP. 280HO: 52u ac. 6.0" T'tP. 280HO 26.5u 6.0u VBHO ---~ . .•.. ···'' ,_. "\ .. · ... NA 71~ MA TFR/Al 2 CULTEC RECHARGER 280HD TYPICAL CROSS SECTION NO SCALE 12· =-- -PVC BOOY -.,_-CAST IRON GRATE .xx· ID MANHOLE STRUCTURE SUITABLE COMPACTED BACKFILL A L FLOW -... BAFFLE SOLID COVER OR GRATE INLET ALUMINUM TROUGH .... . .. '•· . A J HEAO EQ BAmE PLAN VIEW B-B UT TO CONTRACTOR TO GRO FINISHED GRADE DE CONTRACTOR~ PROV!. GRAOE RINGS YSERS ' ~\:> . . . ' ... ··~ '· ~ .... ·-~ . .. .. j' \.. . .. l ; • . •.. .·• ~ B 3' MIN. .. ;. 8 • .. "" /OUTLET pj ~E ~ - INLET PIPE v D ' 7 I A + I . ' L_ ,. -; . .. : -.. II .,.{v --r ·' : ~ : • .. c • .,, .• . • . ...... . ' . :·.· . , ·_, .. ... • .. · .. ~, • .. :. ,,;'" . { .. ,. ; .. : • . .. . . -. :•. .. •·. . . . . ' . . . . ~ ~ -.. SECTION A·A 4 VORTSENTRY HS36-G NO SCALE WATER TIGHT ADAPTER PAVEMENT SUBBASE 5 I ADS NYLOPLAST y ARD DRAIN BASIN llHEN A CURB INLET IS INSTALLED, THE OPENING IS TO BE 24'x27"±1" 18" TO 24" TAPERED SECTION, REINFORCED CONCRETE CONCENTRIC UNIT I' THRU 4' PRECAST CONC. UNITS, VARIABLE 4'-0" MIN. SUMP 6" LA YER COMPACTED 3/4" CRUSHED STONE I/ ALL JOINTS f/ TO BE SEALEO THE ELIM/NA TOR OR APPROVED EQUIVALENT 48"±" DIA. 6" MIN. CA TCH BASIN FRAME ,,.---AND GRA 7E PER CITY OR TOWN STANDARDS CEMENT GROUT BRICK AS REQUIRED ,,----5" MINIMUM Bum ALL JOINTS PRO VIOE "V' OPENINGS OUTS/OE OF PIPE +2" CLEARANCE 1-+----M/N. a 12 SQ. IN. STEEL Pm VERTICAL FOOT PLACED ACCORDING TO AASHTO DESIGNATION M/99 6 I STORM WATER CATCH BASIN DETAIL ALUMINUM MANHOLE STEP DROP FRONT DESIGN CAST IN WALL I STANDARD MANHOLE FRAME ANO COVER TO BE LABELED "ORA/N" ==='="'1 STANDARD MANHOLE FRAME ANO COVER TO BE LABELED "DRAIN" SEAL PIPE -:::---.._ ::°:-' CONNECTIONS ---._ <' > 1~ ~ .<.>·· :~.;.-::.~~··.·~~·-;_': •·~·I...-~ ..... ._ ·=··:·'···:.-'·'·"'-:~ .••. PROVIDE "VH OPENINGS~~:.~;,;;.'..:;::~ .. ·::::'.~ :.~-.:f"·~·:·:,.,.:.::•::;,;/-:. PIPE OPENINGS TO BE PRECAST IN RISER SECTION SECTION A-A MIN. 0. 12 SO. IN. STEEL PER VERTICAL FOOT, PLACED ACCORDING TO AASHTO OESIGNA TION M199 1 -#3 BAR AROUND OPENINGS FOR PIPES 18" DIAMETER ANO OVER, 1 " COVER FLOOR OF STRUCTURE TO BE HEADERS LA/O FLAT •• B ~-Gl-W."-<>RESTEO WDR ·:• .. : ;:.: , '.• ' :.~~ ;. .... ·~:: SECTION B-B 3 TYPICAL OUTLET CONTROL STRUCTURE DETAIL 24" O/A. CAST IRON MANHOLE CO VER ANO FRAME FOR ALL NEW STORM MANHOLE USE LEBARON LK-110 COVER OR APPRO VEO EQUAL W/ "STORM" LEGEND CAST-IN STEPS TYPICAL NEOPRENE SEAL FINISH GRADE 48" O/A.--~ PRECAST CONCRETE FLEXIBLE RUBBER STORM MANHOLE BOOT (TYP.) OR EXISTING MANHOLE 7 • -.· .. -~· ,' -,t;_'<> . b~:i-. 12' MIN I STORM MANHOLE DETAIL HOPE TRENCH INSTALLATION DETAIL NOTES: 1. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASlM 02321, "STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS," LATEST EDITION; AS AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER, THE TRENCH BOTIOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. 2. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR Ill AND INSTALLED AS REQUIRED IN ASlM 02321, LA TEST EDITION . UNLESS OTHER\\1SE SPECIFIED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 6" {15Dmm). GROUND SURFACE 3. HAUNCHING AND INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR Ill AND INSTALLED AS REQUIRED IN ASTM 02321, LATEST EDITION. HDPE PIPE FOUNDATION 4. UNLESS OTHER\\1SE SPECIFIED BY THE ENGINEER, MINIMUM TRENCH \\1DTHS SHALL BE AS FOLLOWS: FINAL BACKFILL INITIAL BACKFILL, 6"-12" (15D-300mm) ABOVE TOP OF PIPE . HAUNCHING, TO SPRING LINE OF PIPE BEDDING MA TERI AL YN. TRENCH WIDTH 5. NOMINAL 0 in (mm) 4 {100) 6 {150) B (200) 10 {250) 12 (300) 15 {375) 18 {450) 24 {600) 30 {750) 36 (900) 42 (1050) 48 (1200) 60 (1500) MIN, RECOMMENDED TRENCH WIDTH. in (mm) 21 {530) 23 (5BO) 25 (630) 28 (710) 31 (790) 34 (B60) 39 (990) 48 (1220) 66 {16BD) 78 {19BD) B3 (2110) 89 (2260) 102 (2590) TYPICAL HDPE TRENCH CROSS-SECTION MINIMUM COVER: MINIMUM RECOMMENDED DEPTHS OF COVER FOR VARIOUS LIVE LOADING CONDITIONS ARE SUMMARIZED IN THE FOLLOWING TABLE. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE TAKEN FROM THE TOP OF PIPE TO THE GROUND SURF ACE. 8 SURFACE LIVE LOADING CONDITION H25 (FLEXIBLE PAVEMENT) H25 (RIGID PAVEMENT) EBO RAILWAY HEAVY CONSTRUCTION MINIMUM RECOMMENDED COVER, in (mm) 12 (300) 12 (300) 24 (610) 48 (1220) "'TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT SECTION HDPE TRENCH INSTALLATION DETAIL NO SCALE Landscape Arch i te ttu P.O. Box 356, Northampton, MA 01061 Te l: 413.342.4185 Cell: 413.262.1501 emai l: david _paine@verizon.net www.pl an i1g ree n I a nda re hi tect s. com T Reynolds Engineering CM!Engineeis Planning, Design, and Permitting Services ph: 413 387-8078 fax: 413 727-3969 email: tetty@treynoldsengineering.com. www.treynoldsengineedng.com 110 Pine Street Florence, MA 01062 ~ -"' ~ :;: ~ 6 s NE o e 0 .!! • en " tJ •@ ~ ~ J: -0 m • 0 • 0 m "' :ii 'i • Cl; . " ·~ c. .., 8 :;: --J: ~ Q LL Site Details PREPARED FOR: THE COLUMNS AT ROCKWELL PLACE LLC. 77 MILL STREET WESTFIELD, MASSACHUSE'ITS ISSUANCE DATE• 2 24 16 REVISIONS• City Comments 6/15/16 UNAUTHORIZED ALTERATION OF THIS DOCUMENT IS A VIOLATION OF MASSACHUSETTS STATE LAW SCALE: NA PROJ. NUMBER: XXXX DRAWING REV. L-8 DN DN 2-HR 2-HR 2-HR 2-HR 2-HR2-HR2-HR2-HR2-HR2-HR2-HR 2-HR 2-HR 2-HR 2-HR2-HR2-HR2-HR2-HR2-HR30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.1-HR1-HR30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.1-HR1-HR1-HR 1-HR 2-HR 2-HR 2-HR 2-HR 2-HR2-HR2-HR2-HRDN 2-HR 2-HR 2-HR 2-HR 2-HR2-HR2-HR2-HR2-HR2-HR2-HR 2-HR 2-HR 2-HR 2-HR2-HR2-HR2-HR2-HR2-HR30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN. 30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN. 30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN. 2-HR 2-HR 2-HR 2-HR 2-HR2-HR2-HR2-HR1-HR 1-HR1-HR S SS 2-HR 2-HR2-HR -1' - 0" CONDO 102 102-G STORAGE S-01 470 SF COND0 101 101-G 467 SF CONDO 102 102-G 130 SF JAN. CLOSET M-01 567 SF CONDO 104 104-G 500 SF CONDO 103 103-G 475 SF CONDO 107 107-G 510 SF CONDO 108 108-G 506 SF CONDO 110 110-G 767 SF STORAGE S-01 732 SF CONDO 105 105-G 487 SF CONDO 109 109-G STAIR S1 STAIR S2 CORRIDOR CG DISCHARGE DDISCHARGE A DISCHARGE B 776 SF CONDO 111 111 498 SF CONDO 110 110 501 SF CONDO 108 108 498 SF CONDO 106 106 552 SF CONDO 102 102 480 SF CONDO 107 107 624 SF CONDO 101 101 476 SF CONDO 103 103 819 SF CONDO 105 105 488 SF CONDO 109 109 518 SF CONDO 104 104 CORRIDOR C1 STAIR S1 LOBBY 100 DISCHARGE A DISCHARGE BDISCHARGE E DISCHARGE C STAIR 3 S3 INDICATED DIRECTION AND PATH OF EGRESS NOTE: BOTH CALCULATED AND ACTUAL EGRESS LOADS ARE INDICATED FOR EACH SPACE. THE LARGER EGRESS LOAD LISTED FOR EACH RESPECTIVE SPACE HAS BEEN USED IN CALCULATING THE REQUIRED CAPACITY OF ALL EGRESS COMPONENTS. LEGEND: INDICATES 1 HOUR RATED CEILING INDICATES SMOKE PARTITION; 20 MINUTE OPENING PROTECTIVES REQUIRED, U.N.O. INDICATES 1 HR. FIRE BARRIER; 60 MINUTE OPENING PROTECTIVES REQUIRED AT EXIT ENCLOSURES AND 45 MIN. OPENING PROTECTIVES AT OTHER LOCATIONS, U.N.O. INDICATES FIRE EXTINGUISHER LOCATIONFE NOTE: ALL RATED ASSEMBLIES (SMOKE PARTITIONS, 1 HOUR SEPARATIONS, 2 HOUR SEPARATIONS, AND 3 HOUR FIRE WALLS) SHALL BE CONSTRUCTED TO AVOID ANY UNPROTECTED OPENINGS OR VOIDS IN THE ASSEMBLY. PRIMARY MATERIALS FOR EACH ASSEMBLY SHALL BE EXTENDED TO THEIR FULLEST DIMENSION WITH ANY REMAINING GAPS (SUCH AS VOIDS IN METAL DECK SYSTEMS) FILLED WITH FIRE SAFING MATERIALS OR GROUTED SOLID, ETC. BIDDERS ARE RESPONSIBLE FOR PROVIDING FULL SEPARATIONS, AS DESCRIBED, AT ALL LOCATIONS INDICATED AS RATED CONSTRUCTION. INDICATES 2 HR. FIRE BARRIER; 90 MINUTE OPENING PROTECTIVES REQUIRED AT EXIT ENCLOSURES AND 90 MIN. OPENING PROTECTIVES AT OTHER LOCATIONS, U.N.O. INDICATES 2 HOUR RATED CEILING CODE REVIEW NARRATIVE: THIS PROJECT CONSISTS OF A NEW BUILDING LOCATED 30 VILLAGE HILL IN NORTHAMPTON, MA. THE BUILDING WILL ACCOMMODATE THE COLUMNS AT ROCKWELL PLACE CONDOS WHICH INCLUDE 25 CONDO UNITS. THE CODES APPLICABLE TO THIS CONTRACT INCLUDE 2009 INTERNATIONAL BUILDING CODE WITH MA AMENDMENTS, 780 CMR, EIGHT EDITION (BUILDING CODE), AND THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD. THIS CONSTRUCTION REQUIRES AN AUTOMATIC SPRINKLER SYSTEM WHICH WILL BE INSTALLED PER NFPA 2O12 1. CONSTRUCTION TYPE: GENERAL: TYPE III-B (COMBUSTIBLE) EXIT DISCHARGE CAPACITIES: *SEE INCLUDED SUMMARY TRAVEL DISTANCES: MAXIMUM EGRESS ACCESS TRAVEL MUST BE LESS THAN 250 FT. *SEE EXIT DISCHARGE CAPACITIES BELOW OCCUPANCY LOADS: GROUP R3 - 200 GROSS S.F. PER OCCUPANT FOR RESIDENTIAL GROUP S - 300 GROSS S.F. PER OCCUPANT FOR STORAGE/MECHANICAL (TABLE 1004.1,IBC 2009) TOTAL OCCUPANT AREA: 22,805 S.F. TOTAL OCCUPANTS = 1,258 OCCUPANTS EGRESS: CORRIDOR WIDTH - 0.15" PER OCCUPANT - TABLE 1005.1 780 CMR AMENDMENT TO IBC 2009 256 * 0.15" = 38.4" UNOBSTRUCTED OPENING THEREFORE 44" MINIMUM - SECTION 1018.2 IBC 2009 DEAD-END CORRIDOR LENGTH: GROUP R3, SPRINKLERS: 20' MAX. - SECTION 1018.4 IBC 2009 NUMBER OF EXITS: 2 MINIMUM - SECTION 1021.1 IBC 2009 MAXIMUM TRAVEL DISTANCE TO EXIT: GROUP R, SPRINKLERS: 250' - SECTION 1016.1 IBC 2009 EXIT ACCESS CAPACITIES: BASED ON EGRESS FACTOR OF 0.15 INCH PER OCCUPANT (780 CMR 1005.1) DISCHARGE A AT 'S1' STAIR 1: (1) 3'-0" DOORS CLEAR OPENING = 34 INCHES DISCHARGE CAPACITY = 227 OCCUPANTS EGRESS DESIGN LOAD = 21 OCCUPANTS MAX. TRAVEL DISTANCE = 78 FT. (FROM CONDO 201,202,301,302)/ ALLOWABLE PER TABLE 1016.1 250 FT. WITH SPRINKLER SYSTEM. DISCHARGE B AT 'S2' STAIR 2: (1) 3'-0" DOORS CLEAR OPENING = 34 INCHES DISCHARGE CAPACITY = 227 OCCUPANTS EGRESS DESIGN LOAD = 15 OCCUPANTS MAX. TRAVEL DISTANCE= 106 FT. (FROM CONDO 306, 206)/ ALLOWABLE PER TABLE 1016.1 250 FT. WITH SPRINKLER SYSTEM. DISCHARGE D OFF CORRIDOR 'CG': (1) 3'-0" DOORS CLEAR OPENING = 34 INCHES DISCHARGE CAPACITY = 227 OCCUPANTS EGRESS DESIGN LOAD = 3 OCCUPANTS MAX. TRAVEL DISTANCE = 39 FT. (FROM CONDO 108-G)/ ALLOWABLE PER TABLE 1016.1 250 FT. WITH SPRINKLER SYSTEM. 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. BUILDING AREA & HEIGHT LIMITATIONS: BUILDING SQUARE FOOTAGE: GARDEN LEVEL: 8,400 FIRST FLOOR: 7,540 SECOND FLOOR: 7,565 THIRD FLOOR: 7,565 TOTAL BUILDING SQUARE FOOTAGE: 31,070 ALLOWABLE AREA: UN LIMITED S.F. PER FLOOR (TABE 503, IBC 2009) TOTAL BUILDING HEIGHT: 48'-10" TO THE PEAK OF THE ROOF ALLOWABLE HEIGHT: 4 STORIES, 55 FEET (TABLE 503, IBC 2009) - SPRINKLER HEIGHT INCREASE: 1 STORY, 20 FT (780 CMR, 504.2) -SPRINKLER AREA INCREASE 32,000 S.F. PER FLOOR (780 CMR, 504.3) 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 CORRIDOR CG: GARDEN LEVEL MIN. CLEAR WIDTH: 48" EGRESS CAPACITY: 320 OCCUPANTS EGRESS DESIGN LOAD: 31 OCCUPANTS CORRIDOR C1: FIRST FLOOR MIN. CLEAR WIDTH: 48" EGRESS CAPACITY: 320 OCCUPANTS EGRESS DESIGN LOAD: 37 OCCUPANTS CORRIDOR C2: SECOND FLOOR MIN. CLEAR WIDTH: 48" EGRESS CAPACITY: 320 OCCUPANTS EGRESS DESIGN LOAD: 36 OCCUPANTS CORRIDOR C3: THIRD FLOOR MIN. CLEAR WIDTH: 48" EGRESS CAPACITY: 320 OCCUPANTS EGRESS DESIGN LOAD: 36 OCCUPANTS DISCHARGE C AT 'S3' STAIR 3: (1) 3'-6" DOORS CLEAR OPENING = 40 INCHES DISCHARGE CAPACITY = 267 OCCUPANTS EGRESS DESIGN LOAD = 3 OCCUPANTS MAX. TRAVEL DISTANCE= 63 FT. (FROM CONDO 108)/ ALLOWABLE PER TABLE 1016.1 250 FT. WITH SPRINKLER SYSTEM. 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: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/8" = 1'-0"CR-100 201432GARDEN LEVEL & FIRST FLOOREGRESS PLAN & CODE REVIEW06/27/16HMCCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/8" = 1'-0"1 TOWNHOUSE - GARDEN LEVEL EGRESS PLAN 1/8" = 1'-0"2 TOWNHOUSE - FIRST FLOOR EGRESS PLAN ROOM OCCUPANCY SCHEDULE Room Number Room Type ROOM TYPE Level Area # PER SF # OF OCCUP. 109-G CONDO 109 RESIDENTIAL GARDEN LEVEL 487 SF 200 3 110 CONDO 110 RESIDENTIAL FIRST FLOOR 498 SF 200 3 110-G CONDO 110 RESIDENTIAL GARDEN LEVEL 506 SF 200 3 111 CONDO 111 RESIDENTIAL FIRST FLOOR 776 SF 200 4 201 CONDO 201 RESIDENTIAL SECOND FLOOR 1191 SF 200 6 202 CONDO 202 RESIDENTIAL SECOND FLOOR 1072 SF 200 6 203 CONDO 203 RESIDENTIAL SECOND FLOOR 832 SF 200 5 204 CONDO 204 RESIDENTIAL SECOND FLOOR 737 SF 200 4 205 CONDO 205 RESIDENTIAL SECOND FLOOR 965 SF 200 5 206 CONDO 206 RESIDENTIAL SECOND FLOOR 885 SF 200 5 207 CONDO 207 RESIDENTIAL SECOND FLOOR 873 SF 200 5 301 CONDO 301 RESIDENTIAL THIRD FLOOR 1191 SF 200 6 302 CONDO 302 RESIDENTIAL THIRD FLOOR 1072 SF 200 6 303 CONDO 303 RESIDENTIAL THIRD FLOOR 832 SF 200 5 304 CONDO 304 RESIDENTIAL THIRD FLOOR 737 SF 200 4 305 CONDO 305 RESIDENTIAL THIRD FLOOR 968 SF 200 5 306 CONDO 306 RESIDENTIAL THIRD FLOOR 885 SF 200 5 307 CONDO 307 RESIDENTIAL THIRD FLOOR 898 SF 200 5 RESIDENTIAL: 35 24576 SF 140 STORAGE M-01 JAN. CLOSET STORAGE GARDEN LEVEL 130 SF 300 1 M-02 MACHINE ROOM STORAGE GARDEN LEVEL 54 SF 300 1 S-01 STORAGE STORAGE GARDEN LEVEL 767 SF 300 3 STORAGE: 3 951 SF 5 Grand total: 47 26179 SF 145 ROOM OCCUPANCY SCHEDULE Room Number Room Type ROOM TYPE Level Area # PER SF # OF OCCUP. PUBLIC 100 LOBBY PUBLIC FIRST FLOOR 122 SF C1 CORRIDOR PUBLIC FIRST FLOOR 43 SF C2 CORRIDOR PUBLIC SECOND FLOOR 26 SF C3 CORRIDOR PUBLIC THIRD FLOOR 25 SF CG CORRIDOR PUBLIC GARDEN LEVEL 28 SF E-1 ELEVATOR PUBLIC FIRST FLOOR 66 SF S1 STAIR PUBLIC GARDEN LEVEL 149 SF S2 STAIR PUBLIC GARDEN LEVEL 143 SF S3 STAIR 3 PUBLIC FIRST FLOOR 49 SF PUBLIC: 9 652 SF 0 RESIDENTIAL 101 CONDO 101 RESIDENTIAL FIRST FLOOR 624 SF 200 4 101-G COND0 101 RESIDENTIAL GARDEN LEVEL 470 SF 200 3 102 CONDO 102 RESIDENTIAL FIRST FLOOR 552 SF 200 3 102-G CONDO 102 RESIDENTIAL GARDEN LEVEL 467 SF 200 3 103 CONDO 103 RESIDENTIAL FIRST FLOOR 476 SF 200 3 103-G CONDO 103 RESIDENTIAL GARDEN LEVEL 500 SF 200 3 104 CONDO 104 RESIDENTIAL FIRST FLOOR 518 SF 200 3 104-G CONDO 104 RESIDENTIAL GARDEN LEVEL 567 SF 200 3 105 CONDO 105 RESIDENTIAL FIRST FLOOR 819 SF 200 5 105-G CONDO 105 RESIDENTIAL GARDEN LEVEL 732 SF 200 4 106 CONDO 106 RESIDENTIAL FIRST FLOOR 498 SF 200 3 106-G CONDO 106 RESIDENTIAL GARDEN LEVEL 496 SF 200 3 107 CONDO 107 RESIDENTIAL FIRST FLOOR 480 SF 200 3 107-G CONDO 107 RESIDENTIAL GARDEN LEVEL 475 SF 200 3 108 CONDO 108 RESIDENTIAL FIRST FLOOR 501 SF 200 3 108-G CONDO 108 RESIDENTIAL GARDEN LEVEL 510 SF 200 3 109 CONDO 109 RESIDENTIAL FIRST FLOOR 488 SF 200 3 DATE NO.REVISION6.14.161Revised Window Types and Grade 2-HR2-HR2-HR2-HR2-HR 2-HR2-HR 2-HR2-HR2-HR2-HR2-HR2-HR2-HR2-HR 2-HR2-HR2-HR2-HR2-HR30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.2-HR2-HR2-HR2-HR2-HR2-HR2-HR 2-HR 2-HR2-HR2-HR2-HR2-HR 2-HR2-HR 2-HR2-HR2-HR2-HR2-HR2-HR2-HR2-HR 2-HR2-HR2-HR2-HR2-HR30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.30 MIN.2-HR2-HR2-HR2-HR2-HR2-HR2-HR 2-HR 1191 SFCONDO 201201832 SFCONDO 203203737 SFCONDO 204204CONDO 206206885 SFCONDO 206206873 SFCONDO 2072071072 SFCONDO 202202965 SFCONDO 205205CORRIDORC2STAIRS1DISCHARGEBELOW ATFIRST FLOORDISCHARGEBELOW ATFIRST FLOOR968 SFCONDO 305305832 SFCONDO 303303737 SFCONDO 304304885 SFCONDO 3063061191 SFCONDO 3013011072 SFCONDO 302302898 SFCONDO 3073070"CORRIDORC3STAIRS1DISCHARGEBELOW ATFIRST FLOORDISCHARGEBELOW ATFIRST FLOORSTAIRS2DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & BieniekAssociates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/8" = 1'-0"CR-101201432SECOND & THIRD FLOOREGRESS PLAN & CODE REVIEW06/27/16HMCCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/8" = 1'-0"1TOWNHOUSE - SECOND FLOOR EGRESS PLAN 1/8" = 1'-0"2TOWNHOUSE - THIRD FLOOR EGRESS PLANDATE NO.REVISION6.14.161Revised Window Types and Grade EXISTING STAIR TO REMAIN. GUARD AND HANDRAIL TO BE REMOVED, ALTERED FOR NEW DEISGN AND REINSTALLED. EXISTING STAIR TO REMAIN. GUARD AND HANDRAIL TO BE REMOVED, ALTERED FOR NEW DEISGN AND REINSTALLED. EXTERIOR WALL FINISHES SHALL REMAIN AND WILL BE CONCEALED BENEATH FURRED CONSTRUCTION AT THE CONCLUSION OF THIS PROJECT, THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS AND VERIFY THE LOCATION AND EXISTENCE OF ALL IMPROVEMENTS, BOTH ABOVE AND BELOW THE GROUND SURFACE PRIOR TO THE INITIATION OF ANY WORK. THE CONTRACTOR SHALL AT ALL TIMES ADEQUATELY PROTECT THE EXISTING PROPERTY AND SITE IMPROVEMENTS AGAINST DAMAGE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF CONTRACT OPERATIONS, AND SHALL REPLACE OR REPAIR DAMAGED AREAS TO THEIR ORIGINAL CONDITION. THE CONTRACTOR SHALL APPLY FOR AND SUPPLY ALL PERMITS. THE OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES. TO THE GREATEST EXTENT POSSIBLE, THE EXTERIOR ENVELOPE OF THE BUILDING SHALL REMAIN INTACT. THE BUILDING SHALL REMAIN WEATHERPROOF AT ALL TIMES. THE GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY MEANS TO MAINTAIN A WEATHERPROOF BUILDING. EXISTING CONSTRUCTION TO REMAIN SHALL BE ADEQUATELY SHORED AND BRACED AS REQUIRED UNTIL ALL NEW CONSTRUCTION IS COMPLETE AS REQUIRED TO BRACE THE STRUCTURE. THE CONTRACTOR SHALL PREPARE AN "AS BUILT" DRAWING INDICATING THE LOCATION OF ALL CAPPED OR ABANDONED UTILITES. DESIGN OF THE (M) MECHANICAL, (P) PLUMBING, (E) ELECTRICAL A DN (FP) FIRE PROTECTION SYSTEMS SHALL BE PROVIDED BY TRADE THROUGH THE GENERAL CONTRACTOR / OWNER. DEMOLITION CONTRACTORS SHALL COMPLETELY FAMILIARIZE THEMSELVES WITH THE EXISTING BUILDING AND ITS SYSTEMS PRIOR TO BEGINING ANY WORK AND COORDINATE DEMOLITION REQUIREMENTS WITH THE GENERAL CONTRACTOR. LIMITED INFORMATION IS PROVIDED IN THESE DEMOLITION PLANS BASED ON FIELD OBSERVATIONS OF EXISTING EQUIPMENT WHICH SHALL BE MADE SAFE AND REMOVED. (M) MECHANICAL, (P) PLUMBING, (E) ELECTRICAL A DN (FP) FIRE PROTECTION SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO, EXISTING HVAC SYSTEMS AND COMPONENTS, DOMESTIC AS WELL AS MECHANICAL PIPING, GAS PIPING, AND ELECTRICAL CONDUIT, RACEWAYS, WIRING, PANELBOARDS, SWITCHGEAR, ETC. GENERAL DEMOLITION NOTES: IT IS NOT THE INTENT OF THESE DEMOLITION DRAWINGS TO SHOW EACH AND EVERY PIECE OF EQUIPMENT, FIXTURE OR MATERIAL TO BE REMOVED, RATHER TO SHOW THE GENERAL EXTENT OF THE WORK. ALL OBSOLETE MATERIAL AND ITEMS ARE TO BE REMOVED. REFER TO ALL CONTRACT DOCUMENTS FOR ADDITIONAL DEMOLITION WORK. THE OWNER SHALL HAVE LAST RIGHTS TO ANY AND ALL EQUIPMENT, DOORS AND FRAMES, HARDWARE, PLUMBING, AND ELECTRICAL FIXTURES, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL PROPERLY DISPOSE OF ANY AND ALL MATERIAL AND EQUIPMENT REJECTED BY THE OWNER. THE OWNER RETAINS THE RIGHT TO SALVAGE FOR HIS OWN USE ANY AND ALL ITEMS NOTED TO BE "REMOVED" DURING THE COURSE OF CONSTRUCTION. ALL MATERIALS INDICATED TO BE REMOVED AND REUSED IN THE PROJECT SHALL BE REMOVED, STORED AND PROTECTED BY THE CONTRACTOR. FOR CLARITY, INDIVIDUAL TOILET ROOM ACCESORIES ARE NOT SHOWN ON THE DEMOLITION PLAN, HOWEVER THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL SURFACE MOUNTED ACCESSORIES, INCLUDING BUT NOT LIMITED TO, SOAP DISPENSERS, TOWEL DISPENSERS, TOILET TISSUE DISPENSERS, MIRRORS, AND GRAB BARS. DRAWINGS AND DIMENSIONS OF EXISTING CONSTRUCTION ARE APPROXIMATE IN NATURE. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR FIELD VERIFYING DIMENSIONS AND CONDITIONS AND SUBSEQUENTLY COORDINATING THE WORK OF ALL TRADES TO PROVIDE FUNCTIONAL AND DIMENSIONAL COMPATIBILTY OF ALL COMPONENTS. ALL EXISTING BUILDING COMPONENTS, SURFACES AND FINISHES, SCHEDULED TO REMAIN, WHICH ARE DAMAGED, STAINED OR OTHERWISE ALTERED AS A RESULT OF THE EXECUTION OF WORK UNDER THIS CONTRACT SHALL BE PATCHED, REPAIRED OR REPLACED TO MATCH THE ORIGINAL CONDITION. ALL REQUIRED PATCHING SHALL MATCH THE EXISTING ADJACENT CONSTRUCTION, INCLUDING PAINTING, UNLESS NOTED OTHERWISE. EXTENT OF CUTTING AND PATCHING SHALL BE DETERMINED BY A THOROUGH EXAMINATION OF ALL CONTRACT DOCUMENTS, AND LOCATED AS REQUIRED FOR THE FULL SUCCESSFUL EXECUTION OF ALL WORK DESCRIBED THEREWITHIN. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FLOOR CLEANING, REPAIR & LEVELING REQ'D BY FLOORING OR FLOOR ACCESSORIES DEMOLITION. THE SURFACE OF THE FLOOR SHALL BE LEVEL AND FREE OF CONTAMINANTS TO PROVIDE AN IDEAL SUSTRATE FOR PERMANENT FLOORING INSTALLATION. THE TERM "REMOVE" SHALL REFER TO THE LEGAL, OFF SITE DISPOSAL OF THE INDICATED ITEM, UNLESS SPECIFICALLY NOTED OTHERWISE. THE CONTRACTOR SHALL COORDINATE STAGING AND DUMPSTER LOCATIONS WITH THE OWNER. THESE LOCATIONS SHALL BE PHOTOGRAPHED PRIOR TO THE PLACEMENT OF STAGING AND DUMPSTER EQUIPMENT TO DOCUMENT THE EXISTING CONDITIONS OF THE SPACES. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR RESTORING SUCH LOCAITONS TO THEIR ORIGINAL CONDITION PRIOR TO PROJECT CLOSEOUT. WASTES SHALL BE DELIVERED TO DUMPSTERS IN A CONTROLLED FASHION. = FILL AREA INDICATE APPROXIMATE EXTENT OF EXISTING SLAB TO BE SAW CUT AND REMOVED FOR PROPOSED STAIR LOCATIONS. DEMOLITION LEGEND: = DASHED LINES INDICATE EXTENT SLAB DEMOLITION FOR STAIR LOCATIONS.DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNAs indicatedD-100 201432GARDEN LEVEL & FIRSTFLOOR DEMO PLANS06/27/16EDDCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/8" = 1'-0"1 DEMO FIRST FLOOR 1/8" = 1'-0"2 DEMO BASE FLOOR AS INDICATEDDATE NO.REVISION6.14.16 1 Revised Window Types and Grade EXISTING STAIR TO REMAIN. GUARD AND HANDRAIL TO BE REMOVED, ALTERED FOR NEW DEISGN AND REINSTALLED. EXISTING STAIR TO REMAIN. GUARD AND HANDRAIL TO BE REMOVED, ALTERED FOR NEW DEISGN AND REINSTALLED.DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/8" = 1'-0"D-101 201432SECOND & THIRD FLOORDEMO PLANS06/27/16EDDCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/8" = 1'-0"1 DEMO SECOND FLOOR 1/8" = 1'-0"2 DEMO THIRD FLOOR AS INDICATEDDATE NO.REVISION6.14.16 1 Revised Window Types and Grade DN 1 A-300 1 A-402 3 A-300 204' - 2" CONDO 102 102-G32' - 11 3/4"470 SF COND0 101 101-G 467 SF CONDO 102 102-G 130 SF JAN. CLOSET M-01 567 SF CONDO 104 104-G 500 SF CONDO 103 103-G 475 SF CONDO 107 107-G 510 SF CONDO 108 108-G 506 SF CONDO 110 110-G 767 SF STORAGE S-01 32' - 11 3/4"732 SF CONDO 105 105-G 487 SF CONDO 109 109-G 105-13 105-14 105-7105-8 105-9 105-10 107-7 107-6 108-2 108-3 108-4 110-3 110-4 110-5 109-3 109-6 109-5 C-002 S-201 S-202 S-203 S-204 S-205 S-206 S-207 S-301S-306 S-305 S-302 S-304 S-303 S-108S-109 S-110 S-111 S-106 S-107 S-105M-001 M-002 106-5 106-3 104-3 104-5 104-4 102-5 102-6 102-7 102-8 101-9 101-7101-8 101-6 103-5 103-4 103-3 103-2 C-001 E-003 107-3 105-5 109-2 105-6 107-4 E-002 C-10 C-11 S6a S3 S3 S3 S3S3 S3S3 S3S3S6 S3 S6 S3 S4 S3S3S3 S3 S3S3 S3 SU2 S3 S3S3 S6 S3aS3a SU2 SU2 SU2 S3 S6 S6 S6 S3S3 M8d S6 M8d S3 S4 S6 S6 SU2 S3S3 S6 S3 S3 S3S3 S3a M10b S3 S3 S3 S6 S3 S3 S3S3 S3 S3 S3 S3S3S3 S3 S3 S3 S3 S3 S3 S3 S3 S3S3 S3 S3 M8d M10c M8c M8 M8c M8c M8c S3 S3 S6 S6 S3 S3 S3 S3a S3aS3a S6a S3 M10c S3 S3 S3 S6 S6 S6a S3S3 S3 S3 S3 S6S6 S3S3 S3S3 S3 SU3 S3 S3 S4 S3 S3 105-15 106-6 106-7S6 496 SF CONDO 106 106-G SU6SU6 S-103 S-104 E-004 4 A-300 M-003 G G G G B B B B B B B B A.1A.1A.1A.1A.1A.1A.1A.1A.1A.1A.1A.1A.1 1 A-400 F2 F2 F2 F2 F2 S6a F2 S6aF2 F.5 F.5 F.5 F.5 F.5 F.5 F.5F.5S3 SU2 SU2 F.5 F2 F2 MACHINE ROOM M-02A-402 7 M8c M8c M8c M8c F2 F2 F2 F1F1 2 A-400 ELEVATOR E-1M8b 1 A-301 EXTENT OF EXISTING CONC. SLAB TO BE REUSED NEW SLAB, SEE ELEVATION TAGS FOR FINISH FLOOR HEIGHT 204' - 2" NEW SLAB, SEE ELEVATION TAGS FOR FINISH FLOOR HEIGHT -11' - 4" S3 105-17 3 3 H 4 5 1 A-300 1 A-402 3 A-300 776 SF CONDO 111 111 498 SF CONDO 110 110 501 SF CONDO 108 108 498 SF CONDO 106 106552 SF CONDO 102 102 480 SF CONDO 107 107624 SF CONDO 101 101 476 SF CONDO 103 103 819 SF CONDO 105 105 488 SF CONDO 109 109 518 SF CONDO 104 104 101 101-2101-3 102-3 102-2 102 101-1 104 104-1 104-2 103-1 103 C-101 106-1106-2 106 105 105-1 108 108-1 110 110-1 110-2 109 109-1 111 111-1 111-4 111-3 111-5 C-102 107-2 107 101-4 101-5 102-4 107-1 102-1 E-102 E-101 S4 S3 S6 S6 S3S3 S6aS6a SU2 SU2 S6 S4 S3 M8d M8 M8c SU2 SU2 S4 S3 S3 SU3SU3SU3 S6 S4 S3S3SU3 S3 S4 S3 S3 S3 S3 S6aS6 S3 S3 SU3SU3 S6 S3 S3 S3S3 M8d S6 M8dM8d S6S6 SU2 SU2 SU2 SU2 SU2SU2SU2 SU2 SU2 SU2 S3 S6 S6S6 S3 S3 S3 S3 S3 S3S6 SU3 SU3 SU3 S6 S3 SU2 S6 S3S3 SU3 S6a S3a SU6 SU2 S6EW7 E-001 4 A-300 EW7 EW7 A A A A A A A A A A SU2SU2 A A AAAAAAAA AAAA AAAAAAAA A A 1 A-400 STAIR 1 S-1 STAIR 2 S-2 C C D D S6a F2 F2 F2 F2 F.5 F.5F.5 F.5 F.5 F.5 F.5 F.5 F.5 F.5 F.5 F.5 F.5 ELEVATOR E-1 A-402 5 EW14 EW14 EW14 2 A-400 EW14 S3S3105-2 S3 S3 S3 SU3 S3 S4 S3 S6 M10c SU3 STAIR 3 S3 LOBBY 100 A-100 4 1 A-301 214' - 2" 211' - 10" 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" AT REFER TO RM. FIN. SCHED. AND SPECIFICATIONS FOR WALL FINISH INFOR. M10M8 9 5/8" AT 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 M10cM8c 9 5/8" AT M10c WALL TYPES (NOM. 10") M8c 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., TYP. BOTH SIDES OF WALL. 7 5/8" AT M10dM8d 9 5/8" AT M10b WALL TYPES (NOM. 10") M8b WALL TYPES (NOM. 8") 3 5/8" @ 6" AT 8" AT S8 WALL TYPES S6 WALL TYPES S3 WALL TYPES R-11 SOUND ATTENUATION BATTS, TYP. PNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES), TYP. BOTH SIDES OF WALL. 22 GA. METAL STUD FRAMING SYSTEM, U.N.O., AT 16" O.C. MAX. S3 S8S6SU2 FACE OF EX'G. WALL ASSEMBLY TO REMAIN. PNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES), OVER GALV. 7/8" MTL. HAT CHANNELS AT 16" O.C., MAX. 1 1/2" 22 GA. METAL STUD FRAMING SYSTEM, U.N.O., AT 16" O.C. MAX. 1 1/2" @ SU2 WALL TYPES 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 22 GA. METAL STUD FRAMING SYSTEM, U.N.O., AT 16" O.C. MAX., TYP. BOTH SIDES OF WALL. 7 5/8" AT M10bM8b 9 5/8" AT M10d WALL TYPES (NOM. 10") M8d WALL TYPES (NOM. 8") 6"6" GAP BETWEEN CMU SURFACE AND BACKSIDE OF GWB 1 1/2" AIR GAP S6a SAND DENOTES WALL TO HAVE A FIRE RATING PER U.L. NO: FS= SMOKE PARTITION F.5= 1/2 HOUR FIRE RATED WALL F1= 1 HOUR FIRE RATED WALL F2= 2 HOUR FIRE RATED WALL F SDENOTES BASE WALL TYPE MATERIAL & SIZE (NOMINAL): M= MASONRY MM= DOUBLE MASONRY S= STEEL STUD SW= SHAFT WALL SU= STEEL STUD; UNFINISHED ONE SIDE AM=METAL PANEL ABOVE ; MASONRY BELOW INDICATES MASONRY CORES TO BE FILLED SOLID DENOTES VARIATION ON BASE WALL TYPE INDICATES WALL TO BE GROUTED SOLID WALL TYPE KEY: NOTES: 1.LOCATION OF WALL TYPE MODIFIERS, OUTSIDE SYMBOL, MAY VARY. FS=SMOKE PARTITION SEPARATION SHALL BE CONSTRUCTED OF MATERIALS CONSISTENT WITH THE TYPE OF CONSTRUCTION AND SHALL BE CAPABLE OF RESISTING THE PASSAGE OF SMOKE. THE SMOKE PARTITIONS SHALL EXTEND FROM THE FLOOR TO THE UNDERSIDE OF THE FIRE RESISTANCE RATED FLOOR/CEILING TO THE UNDERSIDE OF THE FLOOR OR ROOF DECK ABOVE. 2. ALL STUD WALLS WHERE GWB DOES NOT EXTEND TO DECK, PROVIDE CLOSER TRACK AT TOP OF CEILING TO PREVENT CHIMNEY EFFECT. WALLS THAT HAVE F.5 DESIGNATION SHALL HAVE A MIN. "FIRECODE 30" GWB. AND SHALL MEETS THE REQUIREMENTS OF UL DESIGN U407. 6" AT S6 WALL TYPES R-11 SOUND ATTENUATION BATTS, TYP. 2 LAYERS PNT'D. 5/8" GYPSUM BOARD TYPE-X TYP. BOTH SIDES OF WALL. 22 GA. METAL STUD FRAMING SYSTEM, U.N.O., AT 16" O.C. MAX. S6a WALLS THAT HAVE THIS DESIGNATION ARE TWO HOUR WALLS AND SHALL MEET THE REQUIREMENTS OF UL DESIGN U411. S3 WALL TYPES3" AT S3a SU3 WALL TYPES SOUND ATTENUATION BATTS, TYP. AT 22 GA. METAL STUD FRAMING SYSTEM, U.N.O., AT 16" O.C. MAX. PROVIDE 18 GA. MEMBERS AT ALL UNBRACED WALLS OVER 12'-0" HIGH. SU3 PNT'D 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES), TYP. ONE SIDE OF WALL ONLY. 3 5/8" @ SU3a WALL TYPES SOUND ATTENUATION BATTS, TYP. AT ACOUSTICAL WALLS. 22 GA. METAL STUD FRAMING SYSTEM, U.N.O., AT 16" O.C. MAX. PROVIDE 18 GA. MEMBERS AT ALL UNBRACED WALLS OVER 12'-0" HIGH. SU3a 2 LAYERS PNT'D 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES), TYP. ONE SIDE OF WALL ONLY. 3 5/8" @ SU6 6"SU6 WALL TYPES EW14 PNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES), OVER GALV. 7/8" MTL. HAT CHANNELS AT 16" O.C., MAX. 2 1/2" 22 GA. METAL STUD FRAMING SYSTEM, U.N.O., AT 16" O.C. MAX. 2 1/2" @ SU2 WALL TYPES BLOWN IN INSULATION TO FILL CAVITY HORIZ. JT. REINFORCING, TYP. AT 16" O.C., VERT. 4" BRICK MASONRY UNITS. V.I.F. 1' - 4 1/4" MATCH EXISTING WALL THICKNESS. 3 5/8" AT EW7 WALL TYPES R-19 BATT INSULATION, TYP. PNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES), TYP. BOTH SIDES OF WALL. 2X4 WOOD STUD WALL CONSTRUCTION, AT 16" O.C. MAX, TYP. EW7 1/2" EXTERIOR GRADE SHEATHING. MIN. 1 1/2" E.I.F.S. OVER AIR AND MOISTURE BARRIER, TYP. EXT. GRADE PLYWOOD SHEATHING. 2" MIN. AIR SPACE 22 GA. METAL STUD FRAMING SYSTEM, U.N.O., AT 16" O.C. MAX. 1 1/2" FILL ENTIRE CAVITY W/ CCSF INSULATION (R-7 PER INCH) 1 1/2" GAP BETWEEN FINISH FACE OF EXISTING WALL TO BACKSIDE OF 1 1/2" LGSF 1 1/2" STEEL STUDS W/ 5/8" GYP. BD. FILL CAVITY BEHIND STUDS TO EXISTING WALL W/ CCSF INSULATION (R-7 PER INCH) RUN STUDS FROM ADJOINING WALLS TO STUD CAVITY. GYP. BD. NOT CONTINUOUS ON EXTERIOR WALL.DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNAs indicatedA-100 201432GARDEN LEVEL & FIRST FLOORPLANS06/27/16EDDCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/8" = 1'-0"1 TOWNHOUSE - GARDEN LEVEL 1/8" = 1'-0"2 TOWNHOUSE - FIRST FLOOR 1" = 1'-0"4 TYPICAL EXTERIOR / INTERIOR WALL CONNECTION DATE NO.REVISION6.14.16 1 Revised Window Types and Grade6.21.16 3 Revised A1 Window Types at Garden Lvl6.27.16 4 Bathroom Window Type G7.13.16 5 Revised Machine Room 1A-402968 SFCONDO 305305832 SFCONDO 303303737 SFCONDO 304304885 SFCONDO 3063061191 SFCONDO 3013011072 SFCONDO 302302898 SFCONDO 307307301301-1301-2301-4301-5301-6301-7301-8301-9302-8302-6302-5302-7302-4302-2302-1302C-301304-2304-1304304-3304-4303303-1303-4303-5303-7306-2306306-1304-6305-3305-2305306-3306-4306-5305-4305-5305-6307-2307-3C-302307-5307-1307-4301-3302-3307S3SU2SU2SU2SU2S4S6S3S3S3S6S6S6S6SU3S3S6S6S6S6S6S6S6S6S3S3S3SU3S3SU3S3SU3S3S3S3S3S3S3aS3aS3aS3S3S3S3S6S6S4S6SU2S6S6SU2SU2M10dM8dM8dS4S3S6S3S3M8M8cM8cS3S3S3S6SU2S3S3S3S3SU2S4S3S6aSU2SU2S3S3S3S3S3S3S3SU3SU2SU2SU2S4S3S3S6M8dM8dS3S3S6S4S3S3S4S4SU2SU2SU2SU2SU2SU2SU2S6a4A-3001A-400CAAAAAAAAAAAAAAAAAAAAADADAAAAAAAAAAAAAAAAAAAAACS6aS6F.5F.5F2F2F2STAIRS1F.5F.5F.5F.5F.5F2S6aF2303-6EW7EW7S6EW72A-4008A-900F29A-9001A-301M8c1A-3001A-4023A-3001191 SFCONDO 201201832 SFCONDO 203203737 SFCONDO 204204CONDO 206206885 SFCONDO 206206873 SFCONDO 2072071072 SFCONDO 202202965 SFCONDO 205205201-2201-1202-2202-1202-4201-4201-3202-3202-6201-6201-8201-9202-8201-7201-5201202C-201204204-1204-2204-3204-5204-4204-6203203-1203-4203-5203-6205-3205-2206-2206-1206205206-3206-4205-4205-5207-2207-3206-5207-1C-202207207-4202-5S4S3SU3S6S4SU3S6S4S3SU3SU2SU2S3S6S6M8dM8dS6S6S6S3S6S6S4S3S3S4S3S3S3S3S3S3S4S6S3S3S3S3SU2SU2SU2SU2SU2SU2S3S3S3S3S3S6S3S3S3S3S3S3S3S3S3S3aM8dM8dS6S6S6S6S4S6S3S3SU2S3SU3SU3S3S3S3SU2SU2SU2SU2SU2M10dSU2S6SU2SU2SU2SU2SU2SU2SU2SU2SU2SU2S3SU3S6S6aS6SU3S3S3S3202-7205-6205-74A-3001A-400AAAACAAAAAAAAAAAAAAADADAAAAAAAAAAAAAAAAAAAAACF.5S6F.5F.5S6aF2F.5F.5F.5F.5 F.5F2F2S6EW7EW7EW7EW142A-400S31A-301DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & BieniekAssociates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/8" = 1'-0"A-101201432SECOND & THIRD FLOORPLANS06/27/16EDDCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/8" = 1'-0"1TOWNHOUSE - THIRD FLOOR 1/8" = 1'-0"2TOWNHOUSE - SECOND FLOORDATE NO.REVISION6.14.16 1 Revised Window Types and GradeSquare Footage ScheduleNumber Area Total Area Bedroom Bathrooms101-G 470 SF 1120 SF 1 1.5102-G 469 SF 1056 SF 1 1.5103-G 500 SF 976 SF 1 1.5104-G 566 SF 1085 SF 1 1.5105-G 731 SF 1561 SF 21.5106-G 496 SF 988 SF 11.5107-G 475 SF 955 SF 11.5108-G 510 SF 1011 SF 11.5109-G 487 SF 978 SF 11.5110-G 506 SF 1004 SF 11.5111 776 SF11201 1191 SF11.5202 1072 SF11.5203 832 SF11204 737 SF11.5205 965 SF11206 885 SF11.5207 873 SF11301 1191 SF11.5302 1072 SF11.5303 832 SF11304 737 SF11.5305 968 SF11.5306 885 SF11307 898 SF11.5 W/DW/DW/DW/DW/DDNW/DW/DW/DW/DW/DW/DW/DW/DW/DW/DW/DW/DW/DW/DW/DDNDNW/DCOND0 101101-GS6S3S3S6S3S4S3S3S3S3S3S3SU2S3S6101-7102-5101-8101-9102-74' - 11"17' - 2"14' - 6 1/2"2' - 0"5' - 9"S3SU3GG3' - 3 1/2"6"3' - 4"6' - 10"12' - 0 1/2"2' - 6"3' - 9"101-6COORD W/ SHOWER UNIT4' - 0"3' - 2"2' - 8"5 1/2"3' - 3 1/4"5"8' - 4"5' - 5 1/4"3' - 0"16' - 2 3/4"1' - 4 1/4"CONDO 103103-GS3S3S3S3S3S3S3S6S6S6S6a103-2103-4103-3103-58' - 4"17' - 2"6' - 4 1/4"5' - 8"3' - 9 1/2"8' - 4 1/2"6' - 1 1/4"3' - 8 1/2"GGS65' - 2"5' - 0"7 3/4"2' - 10 3/4"4' - 8 1/2"3' - 0"11"2' - 8 1/4"3' - 4"F117' - 3 1/4"3' - 7 1/4"3' - 0 3/4"14' - 10 3/4"COORD W/ SHOWER UNIT3' - 11 1/2"CONDO 104104-GS3S3S3S6S3M10c104-5104-4104-39' - 4"22' - 10"8' - 9"3' - 6"9' - 1 1/4"SU3SU2A.1A.1A.1A.14' - 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 UNIT3' - 11 1/2"9' - 4 1/4"M8dM10cS3S4S3S4S3106-5106-7106-67' - 5"8' - 2"A.1F.53' - 4"2' - 10"1' - 1"106-3CONDO 106106-G8"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.5CONDO 107107-GS6S3S3M8dS6S3S4S6S6SU2107-6107-7107-3107-46' - 3 3/4"13' - 4"7' - 10 3/4"7' - 8 1/2"5' - 2 1/4"13' - 10 1/2"BBSU2F .5F.55"3' - 0"3' - 0 1/2"3' - 0"2' - 0 1/2"5"5' - 10"2' - 6"13' - 4 1/2"COORD W/ SHOWER UNIT4' - 0"3' - 5 1/2"4 1/4"8' - 0"F.5CONDO 108108-GM8dM10dM8cM8S6S3S3S3SU3108-3108-48' - 8 1/4"18' - 9"13' - 3 1/2"S6SU2A.1A.1F2F2F.5F.5 F.5SU2SU3SU32' - 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 UNIT4' - 0"3' - 8"6' - 10 3/4"2' - 7 1/4"4' - 9 1/2"1' - 4"3' - 4"13' - 1 1/4"CONDO 109109-GS6S3S3S6S3S3S3S3S3aS3aS6109-3109-2109-6109-53' - 0"14' - 1"7' - 10 3/4"13' - 7"3' - 4 3/4"5' - 4 1/2"BBBF.53' - 0"3' - 0"4 3/4"SU2S64' - 10"3' - 0"10 1/2"3' - 0"1' - 2"1' - 0 3/4"14' - 1"7' - 11 1/2"3' - 0"4 3/4"COORD W/ SHOWER UNIT4' - 0"F.5CONDO 110110-GM10dS3S3S3S6110-3110-5110-45' - 6 1/2"20' - 10 1/2"8' - 2 1/4"A.1A.1A.1A.11' - 1 1/4"1' - 3 1/2"6 1/2"2' - 8"4' - 8 1/4"3' - 4"3 1/2"M8dF.5F.5SU3M10d3' - 0"COORD W/ SHOWER UNIT4' - 0"3' - 0"4' - 6 3/4"12' - 11"8' - 2 1/4"CONDO 102102-GS6S6S4S3S3S3S3S3S3S3M10cS3S3S3101-8102-8102-7102-6102-58' - 4"8' - 5 1/4"5' - 9 3/4"3' - 0"2' - 1 1/4"3' - 3 1/2"2' - 10 1/2"16' - 11 3/4"4' - 11"A.1A.1S33' - 3"12' - 2 1/4"2 3/4"4' - 10 1/4"10' - 7 1/4"2' - 8"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 UNIT4'-0" V.I.F. 0"1' - 4"-1' - 0"470 SFCOND0 101101-G469 SFCONDO 102102-G130 SFJAN. CLOSETM-01566 SFCONDO 104104-G500 SFCONDO 103103-G475 SFCONDO 107107-G510 SFCONDO 108108-G506 SFCONDO 110110-G767 SFSTORAGES-01731 SFCONDO 105105-G487 SFCONDO 109109-GCONDO 106106-G7' - 0"12' - 8"7' - 0"8' - 0"5' - 8 1/4"105-6105-14105-13105-8105-9105-7105-10105-15105-16BBBS6aS3S3S3aS6aSU2SU2SU2S3S6S6S3S3S3S3S3S3M8dF.5F.57 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"S3CONDO 105105-GCONDO 105105-G2' - 1 1/2"5' - 0"2 3/4"3' - 0 1/2"12' - 7"11' - 0"3' - 8 1/2"COORD W/ SHOWER UNIT4' - 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.518" MIN.1' - 9 3/4"DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & BieniekAssociates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNAs indicatedA-102201432ENLARGED GARDEN LEVELDIMENSIONED PLAN06/27/16HMCCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/4" = 1'-0"1ENLARGED PLAN - GARDEN LEVEL 101 1/4" = 1'-0"2ENLARGED PLAN - GARDEN LEVEL 103 1/4" = 1'-0"3ENLARGED PLAN - GARDEN LEVEL 104 1/4" = 1'-0"5ENLARGED PLAN - GARDEN LEVEL 106 1/4" = 1'-0"6ENLARGED PLAN - GARDEN LEVEL 107 1/4" = 1'-0"7ENLARGED PLAN - GARDEN LEVEL 108 1/4" = 1'-0"8ENLARGED PLAN - GARDEN LEVEL 109 1/4" = 1'-0"9ENLARGED PLAN - GARDEN LEVEL 110 1/4" = 1'-0"10ENLARGED PLAN - GARDEN LEVEL 102 1/8" = 1'-0"4TOWNHOUSE - GARDEN LEVEL REFERENCE 1/4" = 1'-0"11ENLARGED PLAN - GARDEN LEVEL 105DATE NO.REVISION6.14.16 1 Revised Window Types and Grade REF.REF.REF.REF.REF.REF.REF.REF.REF.REF.REF.REF.REF.W/DREF.REF.REF.REF.REF.REF.REF.REF.REF.REF.REF.W/DDNCONDO 101101S6S3S3S6SU3SU3SU3S6S3SU2S6S3S3101101-2101-3102101-1101-4101-511' - 1"23' - 8 3/4"6' - 3 1/2"11' - 1"17' - 10 1/2"A-8002136' - 11 1/2"AAC2' - 6 1/2"2' - 10"2' - 1 1/2"3' - 4"7 1/2"1' - 3"3' - 0"1' - 0"2' - 8"1' - 3 1/2"M.O3' - 0"F.5F.5F.5EW7EW7S614' - 10"3' - 2"CLEAR4' - 0"7' - 1 1/2"1' - 4 1/4"6' - 6 1/4"CONDO 102102S3S3S3S6SU3SU3SU3S6SU2S6EW7102-3102-2102101-5102-4102-17' - 2"3' - 4"4' - 9 3/4"11' - 1"11' - 5 1/4"A-800546AAACS6F.5F.53' - 4"2' - 0"3' - 0"1' - 0"2' - 8"1' - 3"2' - 1"2' - 10"2' - 1"3' - 11 3/4"6' - 6 1/4"CONDO 103103S6S3S3S6S3S3S6aS6SU3S6a103-11035' - 2 1/4"8' - 4 3/4"3' - 8"A-80087AAF.5F23' - 4"20' - 6"2' - 10"24' - 4 1/4"10 3/4"8 3/4"2' - 0"8 3/4"5' - 2 1/4"F2F.5CONDO 104104S3S4S3SU2S3S3S3S6104104-1104-27' - 2 1/4"3' - 9 1/4"4 1/4"3' - 8 1/4"29' - 11 1/2"A-80010911AAAA2' - 6"2' - 6"2' - 1 1/2"3' - 4"9 3/4"3' - 0"10"S6F.514' - 8 1/2"7' - 6 1/2"10' - 11 1/2"6' - 9 3/4"3' - 7 3/4"6' - 8"6' - 10 1/4"2' - 1"11' - 5 1/2"F.5CONDO 105105SU2SU2S6aSU2SU2S6M8dS6105A-8001213AAAF.5F23' - 0"3' - 0"3' - 1 1/2"1' - 1"2' - 6"4' - 7"3' - 8"12' - 3 3/4"8' - 5"6' - 6 1/2"2' - 9"3' - 2"4' - 8"2' - 11"5' - 0"16' - 7 1/2"10' - 9"F.5F.5CONDO 106106S4S3M8dSU2SU2106-1106-210610' - 1"15' - 8 1/4"6' - 2 1/2"A-8001415M10cM8dM8bAAAF.5F.57' - 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"CONDO 1071073' - 1"S6S6S3S3S3S3M8d107-2107107-13' - 2"9' - 0"13' - 6"28' - 4 3/4"4' - 11"AAF.5S6F.54' - 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"CONDO 108108M8M8cSU2SU2S4S3S3SU3SU3SU3S6108108-19' - 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-8001819M10dAAAF2F2F.5M8d2' - 6"3' - 0 3/4"SU2F.51' - 7 1/4"3' - 4"3' - 2"12' - 9"7' - 1"4 3/4"2' - 6"11' - 11 3/4"CONDO 109109S6S3S3SU3SU3S6S6S3a109109-129' - 2 1/2"13' - 10 1/2"8' - 8 3/4"3' - 6 1/4"5 1/4"3' - 0"A-800202122AAAM8dF2F.5F.53' - 10 1/2"2' - 10"8' - 10 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.5SU212' - 10"CONDO 110110S4S3S3SU3M8dS6SU2110110-1110-26"3' - 4"3' - 4"9' - 11"29' - 7"13' - 8 3/4"17' - 1"A-8002423M10dM10dAAAA3' - 7 3/4"2' - 8"3' - 7 1/4"7 1/2"3' - 3"7' - 6"8 1/2"12' - 6"2' - 6"9' - 8 3/4"CONDO 111111S3S4S3S3S3S3S6aS6SU3SU2SU2SU2SU2SU2SU2S3a111111-1111-4111-3111-5C-1026' - 4 3/4"9' - 3"COORD W/ SHOWER UNIT4' - 0"3' - 0 1/2"6' - 0"32' - 11 3/4"13' - 6 1/2"7' - 8"4' - 0"13' - 7"A-800272625AAAADADS6F24 1/4"3' - 4"5"5"2' - 10"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 111111498 SFCONDO 110110501 SFCONDO 108108498 SFCONDO 106106552 SFCONDO 102102480 SFCONDO 107107624 SFCONDO 101101476 SFCONDO 103103819 SFCONDO 105105488 SFCONDO 109109518 SFCONDO 104104STAIR 3S3LOBBY100DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & BieniekAssociates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNAs indicatedA-103201432ENLARGED FIRST FLOORDIMENSIONED PLAN06/27/16HMCCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/4" = 1'-0"1ENLARGED PLAN - FIRST FLOOR 101 1/4" = 1'-0"2ENLARGED PLAN - FIRST FLOOR 102 1/4" = 1'-0"3ENLARGED PLAN - FIRST FLOOR 103 1/4" = 1'-0"4ENLARGED PLAN - FIRST FLOOR 104 1/4" = 1'-0"5ENLARGED PLAN - FIRST FLOOR 105 1/4" = 1'-0"6ENLARGED PLAN - FIRST FLOOR 106 1/4" = 1'-0"7ENLARGED PLAN - FIRST FLOOR 107 1/4" = 1'-0"8ENLARGED PLAN - FIRST FLOOR 108 1/4" = 1'-0"9ENLARGED PLAN - FIRST FLOOR 109 1/4" = 1'-0"10ENLARGED PLAN - FIRST FLOOR 110 1/4" = 1'-0"11ENLARGED PLAN - FIRST FLOOR 111AS INDICATED 1/8" = 1'-0"12TOWNHOUSE - FIRST FLOOR REFERENCEF.5F.5DATE NO.REVISION6.14.16 1 Revised Window Types and Grade REF.W/DW/DW/DREF.W/DREF.W/DREF.W/DREF.W/DREF.REF.W/DREF.REF.W/DW/DW/DREF.W/DW/DW/DW/DREF.REF.REF.REF.CONDO 201201S4S3SU3S6S4SU3S6S4S3SU3S6S6S4S6S3S3S3S3SU2SU2S3SU3201-2201-1202-2202-1202-4201-4201-3202-3202-6201-6201-8201-9201-7201-520120217' - 11 1/2"11' - 1"13' - 6"35' - 11 1/2"13' - 7"13' - 2 1/2"3' - 0"8' - 0"7' - 6 3/4"7' - 2 3/4"7' - 2 3/4"7' - 6 3/4"11' - 1"-A-8012928AAAAAAAC201-10S3EW7EW7SU3SU3SU3SU3F.5M.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"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 UNIT4' - 0"F.5CONDO 202202S6S4SU3S6S3SU3SU2SU2S3S6S4SU2202-2202-1202-4202-3202-6201-9202-8202202-5202-711' - 1"7' - 2 3/4"7' - 6 3/4"8' - 0"3' - 0"13' - 7"31' - 6 1/2"7' - 11"14' - 6 1/4"11' - 1"11' - 6 1/4"A-80130AAAAAAAC202-9S3S3S62"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.53' - 4"6' - 8"4' - 6 1/2"1' - 0 3/4"3' - 0"1' - 6"7' - 6 3/4"2 1/4"4' - 1 1/4"COORD W/ SHOWER UNIT4' - 0"CONDO 203203M8dSU2SU2SU2S3S3S3S3S3S6S6S3203203-1203-4203-5203-69' - 8 1/2"2' - 0"12' - 11 3/4"7' - 0"10' - 2"2' - 0"13' - 7"13' - 8 3/4"28' - 7"10"13' - 5 3/4"A-8013132AAAASU3S3S31' - 8 3/4"8' - 0"6 3/4"1 1/4"3' - 0"5"3' - 0"3 1/2"2' - 6"F.59' - 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 UNIT4' - 0"F.5CONDO 204204M8dS6S6S6S4S3S3S4S3S3S3S3S3S3SU2SU2SU2SU2SU2204204-1204-2204-3204-5204-4204-610' - 10 1/4"10' - 5 3/4"14' - 1 1/2"4' - 4 1/2"6' - 6 1/4"8' - 4"11' - 10"7' - 5"3' - 4"3' - 0"5' - 7 1/4"13' - 8 3/4"A-801343335AAAAA6 3/4"7 1/4"2' - 3 3/4"F.52' - 6"6 3/4"2' - 6"2' - 7"2"1' - 10"1' - 2"5' - 0"SU3M8M8cM8cF2F.5F28' - 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"COORD W/ SHOWER UNIT4' - 0"CONDO 205205S6S3S3S3S3S3S3S3S3S3S3aM8dS6SU2SU2SU3S3S3205-3205-2205205-4205-5205-6205-710' - 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 1/4"41' - 1 1/4"A-8013637AAAAAAAF.5F.59 1/2"3' - 0"1' - 0 3/4"5' - 0"5' - 0"F24' - 2 3/4"2' - 10 3/4"2' - 8 1/2"1' - 3 1/2"3' - 4"4 1/2"9"4 1/2"12' - 2 1/2"11' - 1 3/4"3' - 0"2' - 6"14' - 3 1/2"3' - 0"11 3/4"2' - 8"2' - 5 1/4"16' - 9 1/2"COORD W/ SHOWER UNIT4' - 0"3' - 7 1/4"2' - 10"CONDO 206206S6S6S3S6S6S6S4S6SU2M10dS6SU2SU2SU2206-2206-1206206-3206-4206-57' - 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-8013938AAAAAA2' - 9"6' - 0"9"12' - 5 3/4"SU39' - 11 3/4"3' - 0"11"6' - 7 3/4"F.58' - 4"3' - 4 3/4"3' - 0"2' - 6"2' - 6"3' - 0"3' - 4"4"4' - 3 1/2"COORD W/ SHOWER UNIT4' - 0"M8dF.5S6F.5CONDO 207207S3S3S3S3S3aS3S3S3SU3SU3S3S3S3SU2SU2SU2SU2SU2S6SU2S6aS6S3205-5207-2207-3207-1C-202207207-4205-6205-713' - 11 3/4"7' - 7"32' - 8 1/2"7' - 11 3/4"5' - 2 1/2"8' - 0"A-801404142AAAAAADADS3aF.53' - 4"2' - 3 1/4"4' - 5 3/4"3' - 4"4 3/4"2' - 6"6"F210' - 7 1/2"2' - 4 1/4"3' - 2"3' - 4"4 3/4"13' - 10"3' - 8 1/2"COORD W/ SHOWER UNIT3' - 11 3/4"F2MM17F2--1191 SFCONDO 201201832 SFCONDO 203203737 SFCONDO 204204885 SFCONDO 206206873 SFCONDO 2072071072 SFCONDO 202202965 SFCONDO 205205DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & BieniekAssociates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNAs indicatedA-104201432ENLARGED SECOND FLOORDIMENSIONED PLAN06/27/16HMCCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/4" = 1'-0"1ENLARGED PLAN - SECOND FLOOR 201 1/4" = 1'-0"2ENLARGED PLAN - SECOND FLOOR 202 1/4" = 1'-0"3ENLARGED PLAN - SECOND FLOOR 203 1/4" = 1'-0"4ENLARGED PLAN - SECOND FLOOR 204 1/4" = 1'-0"5ENLARGED PLAN - SECOND FLOOR 205 1/4" = 1'-0"6ENLARGED PLAN - SECOND FLOOR 206 1/4" = 1'-0"7ENLARGED PLAN - SECOND FLOOR 207AS INDICATED 1/8" = 1'-0"8TOWNHOUSE - SECOND FLOOR REFERENCEDATE NO.REVISION6.14.16 1 Revised Window Types and Grade W/DW/DREF.REF.W/DW/DW/DREF.REF.W/DW/DREF.W/DREF.REF.W/DW/DW/DW/DW/DW/DW/DW/DS4S6S6S6S6SU3S3S6S6S6S6S6S3S6SU2S3S3S3S3SU2S4S3S6aS4301301-1301-2301-4301-5301-6301-7301-8301-9301-3CONDO 30130111' - 1"13' - 6"35' - 11 1/2"13' - 2 1/2"3' - 0"7' - 6 3/4"7' - 2 1/2"11' - 1"18' - 1 3/4"-A-801132301-10AAAAAAACF23' - 4"9' - 9"10 1/4"1' - 8"6' - 0"2' - 6"6' - 0"3' - 4"9 1/2"4' - 10"M.O.6' - 0"3' - 4"10' - 5 1/2"F.5S68' - 0 3/4"7' - 7 1/4"2 1/2"2' - 6"4' - 7 1/4"3' - 7 1/4"1' - 2"3 3/4"3' - 4"1' - 11 3/4"6' - 3"COORD W/ SHOWER UNIT4' - 0"SU2S4S3S3S3S6S6S6S6SU3S3S6S6S6S6S6S3S6S4S3S4S4SU2SU2301301-1301-2301-4301-6301-9302-8302-6302-5302-7302-4302-2302-1302301-3302-3CONDO 30230211' - 6 1/2"13' - 10 1/2"8' - 0"14' - 6 1/4"11' - 1"A-80165302-9AAAAAACAS6F.5SU3S6M.O.6' - 0"10' - 0 1/4"3' - 4"3' - 4"9 3/4"1' - 2"3' - 8 1/2"4' - 5 3/4"2' - 6"10 1/4"2 1/2"2' - 2 1/2"6' - 0"2' - 6"6' - 0"1' - 8"3' - 4"8' - 0 1/4"7' - 7 1/4"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 UNIT4' - 0"3' - 4 3/4"S6S6S3S3S3SU3S3SU2SU3SU2S3S3S3S3M8dS3CONDO 303303303-7303303-1303-4303-528' - 10 1/4"13' - 10 1/4"13' - 10 1/4"2' - 0"9' - 3"9' - 9 1/4"A-80178AAAAF.5F.59 1/2"3' - 0"2' - 6"7 1/2"1' - 2"8' - 0"4"3' - 4"2' - 10"7' - 2 1/4"1' - 1"3' - 0"3' - 4"2' - 8 3/4"4' - 0"COORD W/ SHOWER UNIT4' - 0"M8dF.55"S3SU2SU2SU2S6S3S3M8M8cM8cS3S3S4S3S3SU3S6M8dS3SU2SU2CONDO 304304304-1304304-3304-4304-63' - 0"2' - 0"6 1/2"8' - 0"8' - 7"8' - 4"14' - 3"10' - 5 1/4"10' - 10 1/4"13' - 8 3/4"A-8011011AAAAA6"8' - 9 1/2"2' - 6"2' - 5 1/2"2' - 0"8"2' - 6"3' - 1"9' - 3 3/4"6 1/2"F2F2F2F.5F.52"3' - 4"2' - 5"6' - 10"7' - 10 3/4"2' - 6"3' - 4"3' - 0"6"10 1/4"7 3/4"COORD W/ SHOWER UNIT4' - 0"4' - 5 1/4"M8cS6S3SU3S3S3S3S3S3S3aS6M8dSU2S3S3S3S3305-3305-2305305-4305-5305-6CONDO 3053059' - 3 3/4"5' - 9"14' - 3 1/4"11' - 2"5' - 8"5' - 6"11' - 6 1/4"2' - 0"16' - 10 1/2"40' - 11 1/2"3' - 4"10' - 2 1/4"A-8011213AAAAAAA2' - 11"2' - 11 1/2"2' - 10 1/2"4' - 5"F.5F.53' - 4"5' - 0"1' - 1 1/4"5' - 0"305-7F26"7 1/2"3' - 4"10 3/4"3' - 0"2' - 6"6 1/2"2' - 5 1/2"2' - 8"11 3/4"COORD W/ SHOWER UNIT4' - 0"S6S6S6S4S6SU2S6SU2M10dM8dS4S3S6M8S6S4S3SU2SU2SU2306-2306306-1306-3306-4306-5CONDO 30630612' - 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-8011514AAAAAA2' - 11"6' - 0 1/4"2' - 6"F.5F.5F.51' - 7"5' - 11"3' - 0"10' - 2 1/4"F23' - 8"3' - 0"1' - 3 1/2"3' - 0"6 1/2"3' - 4"12' - 7 3/4"2' - 6"COORD W/ SHOWER UNIT4' - 0"11 1/2"M8cS3aS3aS3aS3S6S6S6aSU3SU2SU2305-6C-302307-5307-1307-4307CONDO 307307A-801161817AAAAAAADADF2MM17F2F2S6S3S3S6SU2307-2307-3S3S3SU2SU2F.5F27' - 7"32' - 11 3/4"13' - 10"7' - 11 1/2"8' - 0"3' - 4"4 3/4"4 3/4"COORD W/ SHOWER UNIT3' - 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--968 SFCONDO 305305832 SFCONDO 303303737 SFCONDO 304304885 SFCONDO 3063061191 SFCONDO 3013011072 SFCONDO 302302898 SFCONDO 307307STAIRS1DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & BieniekAssociates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNAs indicatedA-105201432ENLARGED THIRD FLOORDIMENSIONED PLAN06/27/16HMCCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/4" = 1'-0"1ENLARGED PLAN - THIRD FLOOR 301 1/4" = 1'-0"2ENLARGED PLAN - THIRD FLOOR 302 1/4" = 1'-0"3ENLARGED PLAN - THIRD FLOOR 303 1/4" = 1'-0"4ENLARGED PLAN - THIRD FLOOR 304 1/4" = 1'-0"5ENLARGED PLAN - THIRD FLOOR 305 1/4" = 1'-0"6ENLARGED PLAN - THIRD FLOOR 306 1/4" = 1'-0"7ENLARGED PLAN - THIRD FLOOR 307AS INDICATED 1/8" = 1'-0"8TOWNHOUSE - THIRD FLOOR REFERENCEDATE NO.REVISION6.14.16 1 Revised Window Types and Grade FIRST FLOOR214' - 2"SECOND FLOOR223' - 2"GARDEN LEVEL205' - 2"THIRD FLOOR232' - 2"EX'G GROUNDLEVEL209' - 2"LOWER GARDENLEVEL204' - 2"A.1CDDDAAAAAAAAAA.1A.1A.1A.1A.1A.1AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA.1A.1A.1A.1AAAAAAAACCAA.1A.1AAA9' - 0"9' - 0"5' - 0"4' - 0"1' - 0"NEW GRADE LINEEXISTING FACE OF CONCRETE FOUNDATION.VINYL WINDOW ASSEMBLY, TYP.NEW LOUVER FOR ELEVATORIN EXISTING OPENINGHANDRAIL FOR NEW STAIR TOMECH ROOMSAW-CUT FOUNDATION TO SILLOF NEW WINDOW ASSEMBLY,TYP. AT GARDEN LEVEL.BRICK WALL INFILLBRICK WALL INFILLE-101ATTIC LEVEL241' - 2"9' - 0"BRICK STARTS @ APPROX.210' - 7"NEW GUTTERS AND DOWNSPOUTSNEW GUTTERS AND DOWNSPOUTSSNOW GUARDSSNOW GUARDS206.67'206.67'5' - 6"1' - 0"204.34'206.67'33H4FIRST FLOOR214' - 2"SECOND FLOOR223' - 2"GARDEN LEVEL205' - 2"THIRD FLOOR232' - 2"EX'G GROUNDLEVEL209' - 2"LOWER GARDENLEVEL204' - 2"AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAACCCGGGGBBBBBBBB101-6E-001103-2E-002105-5107-3E-003109-2E-004NEW GRADE LINEEXISTING FACE OF CONCRETE FOUNDATION.SAW-CUT FOUNDATION TOSILL OF NEW WINDOWASSEMBLY, TYP. ATGARDEN LEVEL.BRICK WALL INFILL.BRICK WALL INFILL.BRICK WALLINFILL.BRICK WALLINFILLVINYL WINDOW ASSEMBLY, TYP.VINYL WINDOW ASSEMBLY, TYP.BRICK WALL INFILLBRICK WALL INFILLBRICK WALL INFILLNEW CANOPY STRUCTURE "B"NEW CANOPY STRUCTURE "A"NEW CANOPY STRUCTURE "A"NEW CANOPY STRUCTURE "A"NEW CANOPY STRUCTURE "A"REPAIR AND REPAINT EXISTINGLOUVER6" CONC. PAD6" CONC. PADTYP. TERRACED STAIR9' - 0"9' - 0"5' - 0"4' - 0"1' - 0"ATTIC LEVEL241' - 2"9' - 0"2' - 0"1' - 0"1' - 0"3' - 8"209.0'209.0'209.0'209.6'209.0'205.2'208.2'208.2'208.2'209.6'208.2'214.2'207.9'209.0'207.9'NEW CANOPY STRUCTURE "B"NEW CANOPY STRUCTURE "B"NEW CANOPY STRUCTURE "B"NEW CANOPY STRUCTURE "A"SNOW GUARDSSNOW GUARDSPOTENTIAL P.V. LOCATIONPOTENTIAL P.V. LOCATIONVINYL WINDOWS.A33 3/4" V.I.F.5' - 3"IG-A GLAZING TYPICAL ALL WINDOW TYPESUNLESS NOTED OTHERWISE.33 3/4" V.I.F.B5' - 10"4' - 4 3/4"5' - 10"5' - 3"CD33 3/4" V.I.F.G4' - 0"4' - 4"A133 3/4" V.I.F.5' - 6"33 3/4" V.I.F.2' - 2"HFROSTED GLASS43 1/4"1 1/4"VINYL WINDOW INSERT BYOTHERS, SEE ELEVATIONSFOR SIZES AND QUANTITIESBLOCKING BY WINDOWCONTRACTOR TO INFILLCAVITY IN EXISTING FRAMESEALANT AND BACKER ROD,TYP.EXISTING PLASTER WALLCOVERINGGWB OVER 2" MTL. STUDFRAMING W/ BLOWN ININSULATION. TO TERMINATEAT VINYL WINDOWNEW WOOD SILLFIRST FLOOR214' - 2"SECOND FLOOR223' - 2"THIRD FLOOR232' - 2"EX'G GROUNDLEVEL209' - 2"ADADAAADANEW GRADE LINELINE OF BRICKWALL INFILL.VINYL WINDOW ASSEMBLY, TYP.NEW CANOPYSTRUCTURE BEYOND.9' - 0"9' - 0"5' - 0"CONCRETE STAIR AND PNT'D. METALGUARDRAIL & HANDRAIL ASSEMBLYBEYOND.ENTRY LEVEL211' - 10"ATTIC LEVEL241' - 2"3' - 6"1' - 7 1/2"3' - 10 1/4"2"1"1"1 "1"1"1 "5' - 0"3 1/4"1"4' - 3 1/2"1"3 1/4"16 GAUGE ALUMINUM COVER, FACTORYPAINTED.16 GAUGE ALUMINUM COVER, FACTORYPRIMED, PAINT IN FIELD.24 GAUGE ALUMINUM FLASHING1/8" THICK EXTRUDEDALUMINUM TUBE FRAME,TYP.1/8" THICK EXTRUDED ALUMINUMTUBE FRAME, TYP.1/8" THICK PLATE FASTENED TOEXISTING BRICK WALL.6' - 6"4' - 0"5 1/2"2 1/2"6' - 2"5' - 4"1' - 3"3' - 6"1' - 6"1"16 GAUGE ALUMINUM COVER, FACTORYPAINTED.1/8" THICK EXTRUDED ALUMINUMTUBE FRAME, TYP.1/8" THICK EXTRUDED ALUMINUM TUBESECTION, TYP.16 GAUGE ALUMINUM COVER, FACTORYPAINTED.1/8" THICK EXTRUDED ALUMINUMTUBE FRAME, TYP.1/8" THICK EXTRUDED ALUMINUM TUBESECTION, TYP.24 GAUGE ALUMINUM FLASHINGVINYL WINDOW INSERT BYOTHERS, SEE ELEVATIONSFOR SIZES AND QUANTITIESBLOCKING BY WINDOWCONTRACTOR TO INFILLCAVITY IN EXISTING FRAMESEALANT AND BACKER ROD,TYP.EXISTING CONCRETEFOUNDATION WALL.GWB OVER 2" MTL. STUDFRAMING W/ BLOWN ININSULATION. TO TERMINATEAT VINYL WINDOWNEW WOOD SILLAIR AND VAPOR BARRIERAT JAMBS TYP.EXISTING PLASTER OVER BRICKBEARING WALL ASSEMBLY TO REMAIN.P.T. WOOD BLOCKING TYP. ATPERIMETER OF EX'G. OPENING, TYP.LIQUID-APPLIED FLASHINGMEMBRANE, CONT. FROM EX'G. CONC.SILL SURFACE TO BACK EDGE OF NEWP.T. WD. BLOCKING, TYP.VIYNL WINDOW SYSTEMCONT. JT. SEALANT. PROVIDE 1" WIDEVOIDS AT 24" O.C. TO SERVE AS WEEPSFINISHED SILL HT.36" A.F.F.EXISTING GRANITE OR PRECAST SILLTO REMAIN.PREFIN. ALUM. SILL EXTENSION TOMATCH COLOR OF FRAME, TYP.CONT. PANNING. BACK SEAL, TYP. HGT.VARIES BASED ON EX'G. SILL HGT.CONT. JT. SEALANT, TYP. AT PERIMETEROF SNAP TRIM.VARIESGWB OVER 2" MTL. STUDFRAMING W/ BLOWN ININSULATION. TO TERMINATEAT VINYL WINDOWNEW WOOD SILL, ORGRANITE AT KITCHENCOUNTER LOCATIONS.BRICK JAMB BEYOND.BLOWN IN INSULATIONAROUND BLOCKING, TYP.DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO:cCaolo & BieniekAssociates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNAs indicatedA-200201432EXTERIOR ELEVATIONS06/27/16EDDCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/8" = 1'-0"1EAST ELEVATION 1/8" = 1'-0"2WEST ELEVATIONAS INDICATED 1/4" = 1'-0"3WINDOW TYPES 3" = 1'-0"4WINDOW JAMB DETAIL 1/8" = 1'-0"5NORTH ELEVATION 1" = 1'-0"6CANOPY A DETAIL 1" = 1'-0"7CANOPY B DETAIL 3" = 1'-0"8WINDOW JAMB DTL. AT GARDEN LEVEL 3" = 1'-0"9WINDOW SILL DETAILDATE NO.REVISION6.14.16 1 Revised Window Types and Grade6.21.16 3 Revised A1 Window Types at Garden Lvl6.27.16 4 Bathroom Window Type G 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" 101-4 101-5 102-4 202-8201-9201-8 302-8301-9301-8 NEW GRADE LINE FACE OF EXISTING CONCRETE FOUNDATION 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. NEW BRICK INFILL. NEW CANOPY STRUCTURE. P.T. WOOD BASE, CELLUAR PVC DECKING RISERS, RUNS, LANDING, AND HANDRAIL ASSEMBLY, TYP. REPAIR EDGE OF EXISTING CONCRETE SLAB, TYP. CONCRETE STAIR AND PNT'D. METAL HANDRAIL ASSEMBLY. ENTRY LEVEL 211' - 10" ATTIC LEVEL 241' - 2" 9 A-900 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. 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 AA A.1 A.1 A A M-003 C C C NEW GRADE LINE SAW CUT EXISTING CONCRETE FOUNDATION TO SILL OF NEW WINDOW ASSEMBLY, TYP AT GARDEN LEVEL. FACE OF EXISTING CONCRETE FOUNDATION EXISTING WROUGHT IRON GUARDRAIL TO BE SCRAPED AND PAINTED, TYP. PATCH,REPAIR AND REPAINT EXISTING WOOD COLUMNS, TYP. DOUBLE HUNG VINYL WINDOW ASSEMBLY. EXISTING WROUGHT IRON GUARDRAIL TO BE SCRAPED AND PAINTED, TYP. NEW EIFS FINISH OVER NEW NEW WALL CONSTRUCTION, SEE WALL TYPES. ATTIC LEVEL 241' - 2" 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 G G C C C NEW GRADE LINE SAW CUT EXISTING CONCRETE FOUNDATION TO SILL OF NEW WINDOW ASSEMBLY, TYP AT GARDEN LEVEL. FACE OF EXISTING CONCRETE FOUNDATION EXISTING WROUGHT IRON GUARDRAIL TO BE SCRAPED AND PAINTED, TYP. PATCH, REPAIR AND REPAINT EXISTING WOOD COLUMNS, TYP. REPOINT DAMAGED EXISTING BRICK AND REPAIR CONCRETE SLAB NEW BRICK INFILL. NEW BRICK INFILL AT FORMER DOOR OPENING. DOUBLE HUNG VINYL WINDOW ASSEMBLY. EXISTING WROUGHT IRON GUARDRAIL TO BE SCRAPED AND PAINTED, TYP. NEW EIFS FINISH OVER NEW NEW WALL CONSTRUCTION, SEE WALL TYPES. NEW BRICK INFILL.1' - 0" 4' - 0"5' - 0"9' - 0"9' - 0"ENTRY LEVEL 211' - 10" ATTIC LEVEL 241' - 2" MACHINE RM. LEVEL 202' - 10" EXISTING BEAM AND CONCRETE SLAB TO BE REPAIRED. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. ALL EXISTING METAL RAILINGS TO BE SCRAPED, CLEANED AND REPAINTED TO MATCH EXISTING COLOR. ALL EXISTING COLUMN ENCASEMENTS TO BE REPAIRED AND REPAINTED. FLASHING TO RUN UNDER EIFS AND ATTACHED TO PLYWOOD BACKER METAL THRESHOLD SLIDING CONTEMPORARY DOUBLE DOORS, SINGLE DOOR FIXED EDGE OF EIFS, BEYOND SEE WALL DETAILS AND FULL ELEVATIONS FOR MORE INFORMATION 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. SEALANT AND BACKER ROD CONTINOUS AROUND ALL EDGES WOOD 2X ANCHORED TO SLAB WOOD 2X HEADER APPLIED EIFS TO EXTERIOR OF PORCH WALLS, WRAP BACK TO FRAME OF VINYL DOOR, SECURE TO PLYWOOD SUBSTRATE GYSUM BOARD CEILING OVER CCSF (R-7 RATING) APPLIED 1X4 E.I.F.S. ACCENT TRIM. SEE ELEVATIONS FOR LOCATIONS DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNAs indicatedA-201 201432EXTERIOR ELEVATIONS06/27/16EDDCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/4" = 1'-0"1 SOUTH ELEVATION 1/4" = 1'-0"2 ENLARGED EAST ELEVATION 1/4" = 1'-0"3 ENLARGED WEST ELEVATION 3" = 1'-0"5 PORCH DETAIL DATE NO.REVISION6.14.16 1 Revised Window Types and Grade 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-300 2 A-400 1 ENTRY LEVEL 211' - 10" ATTIC LEVEL 241' - 2" A A E-002 C-11 111 207 A A A.1 ASTAIR S1 CONDO 204 204 CONDO 304 304 CONDO 106 106 CONDO 106 106-G MACHINE RM. LEVEL 202' - 10" A-300 5 FOUNDATION WALL @ 210' - 7"APPROX. HEIGHT OF CONC.EW14 EW14 SU2 SU2 304-4 2 A-301 UNDERSIDE OF EXISTING STRUCTURE SUSPENDED CEILING TILES IN COFFERED AREAS STEEL SOFFIT METAL FIRE SUPRESSION PIPE ENCLOSURE 6" M8dS6a 30 MINUTE RATED CORRIDOR WALL CONSTRUCTION TIGHT TO DECK ABOVE, PROVIDE FIRE CAULKING AT ALL PENETRATIONS TYP. SEE WALL TYPES FOR CONSTRUCTION. 30 MINUTE RATED CORRIDOR WALL CONSTRUCTION, PROVIDE FIRE CAULKING AT ALL PENETRATIONS TYP. SEE WALL TYPES FOR CONSTRUCTION. FIRE PROTECTION SYSTEM, SEE FP DRAWINGS FOR DESIGN LAYOUT. EXISTING CORRIDOR STEEL FRAMING TO REMAIN. EXISTING CONCRETE FLOOR SLAB CONSTRUCTION TO REMAIN.9'-0" FLOOR TO FLOOR8'-2" TO BOTTOM OF STEEL7'-6" A.F.F. TO MTL SOFFIT4"7'-10" A.F.F. TO S.A.T.8' - 0"6'-8" MIN.1' - 0 1/4"1' - 8" S3 TYPICAL UNIT WOOD STAIR KIT BY G.C. 2 3/4"3 1/4" M8d F.5 F.5 M8d 30 MIN. CORRIDOR RATED WALL ASSEMBLY. WALL TYPES VARY THROUGH CORRIDOR SEE FLOOR PLANS AND WALL TAGS. SU2 BRICK INFLL WALL CONSTRUCTION AT FORMER WINDOW LOCATION, SEE ELEVATION FOR FULL EXTENT OF WORK. NEW CANOPY STRUCTURE. CONCRETE STAIR AND PNT'D. METAL GUARDRAIL & HANDRAIL ASSEMBLY. SU2 109-2 109-5 109-1 EXTERIOR UNIT DOOR AT GARDEN LEVEL. EW14 FIRST FLOOR 214' - 2" SECOND FLOOR 223' - 2" THIRD FLOOR 232' - 2" A-201 57 1/4"7 1/4"EXISTING BEAM AND CONCRETE SLAB TO BE REPAIRED. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. ALL EXISTING METAL RAILINGS TO BE SCRAPED, CLEANED AND REPAINTED TO MATCH EXISTING COLOR. SLIDING CONTEMPORARY DOUBLE DOORS, SINGLE DOOR FIXED EXISTING BEAM AND CONCRETE SLAB TO BE REPAIRED. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. ALL EXISTING METAL RAILINGS TO BE SCRAPED, CLEANED AND REPAINTED TO MATCH EXISTING COLOR. SLIDING CONTEMPORARY DOUBLE DOORS, SINGLE DOOR FIXED ALL EXISTING METAL RAILINGS TO BE SCRAPED, CLEANED AND REPAINTED TO MATCH EXISTING COLOR. SLIDING CONTEMPORARY DOUBLE DOORS, SINGLE DOOR FIXED PATCH,REPAIR AND REPAINT EXISTING WOOD COLUMNS, TYP. NEW EIFS FINISH OVER NEW NEW WALL CONSTRUCTION, SEE WALL TYPES. EW7 EW7 EW7 3' - 6"EXTEND TOP OF RAILING TO 42" A.F.F. MATCH MATERIAL, STYLE AND PAINT COLOR, TYP AT FRONT RAIL. EXTEND TOP OF RAILING TO 42" A.F.F. MATCH MATERIAL, STYLE AND PAINT COLOR, TYP AT FRONT RAIL. EXTEND TOP OF RAILING TO 42" A.F.F. MATCH MATERIAL, STYLE AND PAINT COLOR, TYP AT FRONT RAIL. MIN. 2' - 0" LINEAR FEET x MIN. 0' - 2" THICK COATING CCSF INSULATION BLOWN INTO CAVITY AROUND ENTIRE PERIMETER OF BUILDING, ALL FLOORS, INCLUDING STEEL. 2' - 0"2"2"DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNAs indicatedA-300 201432BUILDING SECTIONS06/27/16EDDCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/4" = 1'-0"1 EAST WEST STAIR SECTION AS INDICATED 3" = 1'-0"2 CORRIDOR SOFFIT DETAIL 1/2" = 1'-0"3 BATHROOM & UNIT STAIR SECTION 1" = 1'-0"4 PORCH SECTION 1" = 1'-0"5 TYP. COC. SLAB INSULATION DETAIL DATE NO.REVISION6.14.16 1 Revised Window Types and Grade 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-301 2 3 A-301 103-3 103-1 111 104-2111 CONDO 103 103 CONDO 104 104 CONDO 104 104-G CONDO 103 103-G CONDO 201 201 CONDO 301 301 CONDO 302 302 CONDO 202 202 S3 S4 S4S4 S6 S6 5 A-300 8 A-900 EX'G GROUND LEVEL 209' - 2" LOWER GARDEN LEVEL 204' - 2" 2" RIGID INSULATION NEW GARDEN LEVEL SLAB5' - 6"1' - 0"COMPACTED FILL EXISTING SLAB@ APPROX. 210' - 7"CONC. FOUNDATION2" RIGID INSULATION OVER WATERPROOFING AT EXISTING EXTERIOR CONC. FOUNDATION WALL WOOD DECKING STAIR IN BACKGROUND TYP. SU2 WALL CONSTRUCTION4' - 4"SU2 5/8" GYP. BD. OVER 1 1/2" STEEL STUD FRAMING WITH 1 1/2" GAP TO FINISH FACE OF EXISTING WALL. FILL CAVITY W/ CCSF INSULATION (R-7 MIN.) EXISTING FOUNDATION WALL EXISTING MASONRY WALL W/ PLASTER AND LATH INTERIOR FINISH EXISTING LOWER GARDEN SLAB 203' - 2" APPROX. TERRACE ELEVATION 207' - 6" 2" RIGID INSULATION NEW LOWER GARDEN LEVEL SLAB COMPACTED FILL TYP. SU2 WALL CONSTRUCTION 5/8" GYP. BD. OVER 1 1/2" STEEL STUD FRAMING WITH 1 1/2" GAP TO FINISH FACE OF EXISTING WALL. FILL CAVITY W/ CCSF INSULATION (R-7 MIN.) EXISTING FOUNDATION WALL NEW LOWER GARDEN LEVEL SLAB 204' - 2" EXISTING GROUND LEVEL 204' - 2" MACHINE RM. LEVEL 202' - 10" LOWER GARDEN LEVEL 204' - 2" GARDEN LEVEL 205' - 2" MECANICAL ROOM 201' - 10" FIRST FLOOR 214' - 2"ENTRY LEVEL 211' - 10" SECOND FLOOR 223' - 2" THIRD FLOOR 232' - 2" GARDEN LEVEL 205' - 2"DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNAs indicatedA-301 201432BUILDING SECTIONS06/27/16EDDCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/4" = 1'-0"1 BUILDING SECTION 1" = 1'-0"2 NEW SLAB AND EXTERIOR WALL INSULATION DETAIL 1" = 1'-0"3 NEW SLAB AND EXTERIOR WALL INSUALTION DETAIL TUNNEL SIDE 1/8" = 1'-0"4 GARDEN LEVEL INFILL SECTION DATE NO.REVISION FIRST FLOOR 214' - 2" SECOND FLOOR 223' - 2" GARDEN LEVEL 205' - 2" THIRD FLOOR 232' - 2" LOWER GARDEN LEVEL 204' - 2" S3a C-11 111 207 307 S6a S3a STAIR S1 20 GA. POUR STOP, PRIMED AND PAINTED, TYP. HANDRAIL FACTORY PRIMED FOR FIELD PAINTING, REFER TO DETAILS FOR MORE INFO. 10 GA. STL. PAN W/ CONC. FILL, TYP. AT LANDINGS. 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-401 3 A-401 VINYL WINDOW ASSEMBLY SYSTEM- SEE ELEVATIONS FOR MORE INFO. VINYL WINDOW ASSEMBLY SYSTEM- SEE ELEVATIONS FOR MORE INFO. EXTERIOR STAIR DOOR, SEE DOOR SCHEDULE. NEW 6" CONC. PAD WALL BASE( VARIES) SEE RM. FINISH SCHEDULE FOR ADDITIONAL INFORMATION. FINISH FLOOR. REFER TO RM. FINISH SCHEUD. FOR ADDITIONAL INFO. EXISTING EXTERIOR WALL CONSTRUCTION TO REMAIN. SU2 SU2 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 HOUR RATED STAIR CEILING ASSEMBLY CONSTRUCTION. TYP. GUARDRAIL ASSEMBLY AT LANDINGS. 4 A-401 7 A-401 ATTIC LEVEL 241' - 2" NEW WALL INFILL AT FORMER WINDOW LOCATION. F2 F2 F2 F2 F2 S6a S6a STAIR S1 EW14 EW14 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" ATTIC LEVEL 241' - 2" 307 207 111 C-11S-104 C-102 C-202 C-302 SU2 S3a HANDRAIL FACTORY PRIMED FOR FIELD PAINTING, REFER TO DETAILS FOR MORE INFO. EXISTING STEEL BEAMS TO REMAIN. VINYL WINDOW ASSEMBLY SYSTEM- SEE ELEVATIONS FOR MORE INFO. EXTERIOR STAIR DOOR, SEE DOOR SCHEDULE. NEW 6" CONC. PAD. WALL BASE( VARIES) SEE RM. FINISH SCHEDULE FOR ADDITIONAL INFORMATION. FINISH FLOOR. REFER TO RM. FINISH SCHEUD. FOR ADDITIONAL INFO. EXISTING EXTERIOR WALL CONSTRUCTION TO REMAIN. 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 HOUR RATED STAIR CEILING ASSEMBLY CONSTRUCTION. F2 F2 S6a S6a F2 EXISTING STEEL BEAMS TO REMAIN. EXISTING STEEL BEAMS TO REMAIN. S6a F2 S6a F2 E-004 A A VINYL WINDOW ASSEMBLY SYSTEM- SEE ELEVATIONS FOR MORE INFO. SU2 SU2 2 HOUR RATED CLOSET STAIR CEILING ASSEMBLY CONSTRUCTION. EXISTING STAIR LANDING, TREADS AND STRINGERS TO REMAIN. EXISTING STAIR LANDING, TREADS AND STRINGERS TO REMAIN. TYP. GUARDRAIL AND HANDRAIL ASSEMBLY. TYP. GUARDRAIL AND HANDRAIL ASSEMBLY. STAIR S2 1 A-401 3 A-401 4 A-401 SIM. MAINTAIN 6' - 8" CLEARANCE AT TOILET ROOM BUMPOUT.DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/2" = 1'-0"A-400 201432STAIR 1 SECTION AND DETAILS06/27/16RJHCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MAAS INDICATED 1/2" = 1'-0"1 STAIR 1 SECTION 1/2" = 1'-0"2 STAIR 2 SECTION DATE NO.REVISION6.14.16 1 Revised Window Types and Grade 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 CONTRACTOR JOINT 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" RUBBER TREAD AND RISER. REFER TO RM. FINISH SCHEDULE FOR ADDT'L INFOR. 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 CHANNEL STRINGER SUPPLIED AND INSTALLED BY MISC. METALS CONTRACTOR 11" TREADS, TYP. 1" SETBACK 2"7 3/4" MAX.2"PAINT UNDERNEATH OF STAIR ALL COMPONENTS TYP. 1/2" DIA. SOLID STL. ROD, WELDED TO POST AND HANDRAIL. PROVIDE 3/4" RADIUS AT 90 DEGREE BEND, TYP. 1 1/2" SQUARE STL. PIPE VERT. POST, FACTORY PRIMED FOR FIELD PAINTING.3 3/4"1 1/2" STL. SQUARE PIPE BOTTOM RAIL, FACTORY PRIMED FOR FIELD PAINTING.2' - 10"3' - 6"3 3/4"1/2" SQUARE SOLID STL. VERT. ROD, FACTORY PRIMED FOR FIELD PAINTING. TOP OF STEEL STRINGER ABOVE FINISHED FLOOR. FACTORY PRIMED FOR FIELD PAINTING. 3" 2" O.D. STEEL TOP RAIL, FACTORY PRIMED FOR FIELD PAINTING, TYP.2"1 1/2" O.D. STEEL HAND RAIL, FACTORY PRIMED FOR FIELD PAINTING. 6 A-401 2" O.D. STEEL TOP RAIL, FACTORY PRIMED FOR FIELD PAINTING,TYP. 1/2" DIA. SOLID STL. ROD, WELDED TO POST AND HANDRAIL. PROVIDE 3/4" RADIUS AT 90 DEGREE BEND, TYP. 1/2" SQUARE SOLID STL. VERT. ROD, FACTORY PRIMED FOR FIELD PAINTING. 1 1/2" SQUARE STL. PIPE VERT. POST, FACTORY PRIMED FOR FIELD PAINTING.2"3 3/4"1 1/2"1 1/2"FINISH FLOOR. REFER TO RM. FINISH SCHEDULE FOR ADDITIONAL INFORMATION, TYP. 1 1/2" STL. SQUARE PIPE BOTTOM RAIL, FACTORY PRIMED FOR FIELD PAINTING. 1 1/2" STL. SQUARE PIPE TOP RAIL, FACTORY PRIMED FOR FIELD PAINTING.3' - 6"2' - 5 3/4"3 3/4"6"D. GALV. STEEL PIPE SLEEVE, SET IN HIGH DENSITY NON- SHRINK GROUT, TYP. AT EA. POST.6"1 1/2" SQUARE STL. PIPE VERT. POST, FACTORY PRIMED FOR FIELD PAINTING. 1 1/2" STL. SQUARE PIPE BOTTOM RAIL, FACTORY PRIMED FOR FIELD PAINTING. 1/2" SQUARE SOLID STL. VERT. ROD, FACTORY PRIMED FOR FIELD PAINTING. STEEL STRINGER FACTORY PRIMED FOR FIELD PAINTING. 3" O.D. STEEL TOP RAIL, FACTORY PRIMED FOR FIELD PAINTING, TYP. 1 1/2" O.D. STEEL HANDRAIL, FACTORY PRIMED FOR FIELD PAINTING.2' - 10"3' - 6"1' - 11"2' - 10"1/2" DIA. SOLID STL. ROD, WELDED TO POST AND HANDRAIL. PROVIDE 3/4" RADIUS AT 90 DEGREE BEND, TYP. CLOSE END PLATE CLOSE END PLATE 4" x 4" WOOD POSTS 1" x 1" SQUARE WOOD BANISTER POSTS 2 x FRAMED EXIT STAIR FROM FIRST FLOOR TO GROUND LEVEL W/ 2x STRINGERS LATTICE FILLER BELOW STAIR 6" HIGH WALL BEYOND DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNAs indicatedA-401 201432STAIR DETAILS06/27/16EDDCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1 1/2" = 1'-0"1 HANDRAIL DTL. @ STRINGER 3" = 1'-0"2 HANDRAIL DTL. @ WALL 3" = 1'-0"3 HANDRAIL DTL. AT WALL RETURN 1 1/2" = 1'-0"4 STAIR DTL. @ MTL. PAN RISER/TREAD 1" = 1'-0"5 TYP. GUARDRAIL DTL. 1 1/2" = 1'-0"6 TYP. GUARDRAIL SECTION 1" = 1'-0"7 TYP. STAIR SECTION 1/2" = 1'-0"8 EXIT STAIR FROM E-001 DATE NO.REVISION6.14.16 1 Revised Window Types and Grade W/DFIRST 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-02 CONDO 204 204 CONDO 304 304 STEEL LINTEL PROVIDED BY MISC. METALS CONTRACTOR AND INSTALLED BY MASONRY CONTRACTOR. REFER TO STL. LINTEL SCHEDULE FOR ADDT'L. INFO., TYP. L5" X 5"X3/8" STEEL ELEVATOR SILL ANGLE FASTENED TO CONCRETE ELEVATOR SHAFT WALL WITH 3/8" DIA. S.S. EXPANSION BOLTS AT 1'-0" ON CENTER (FURNISH AND INSTALLED BY MISC. METALS CONTRACTOR COORD. EXACT LOCATION AND LENGTH WITH ELEVATOR CONTRACTOR). ELEVATOR DOOR AND JAMB ASSEMBLY FURNISHED AND INSTALLED BY ELEVATOR CONTRACTOR. ELEVATOR CAB AND DOOR ASSEMBLY- FURNISHED AND INSTALLED BY ELEVATOR CONTRACTOR. STEEL LINTEL PROVIDED BY MISC. METALS CONTRACTOR AND INSTALLED BY MASONRY CONTRACTOR. REFER TO STL. LINTEL SCHEDULE FOR ADDT'L. INFO., TYP. ELEVATOR SILL FURNISHED AND INSTALLED BY ELEVATOR CONTRACTOR. 12" X 12" X 12" DEEP CAST SUMP PIT. GALV. STL. SUMP PIT COVER. SEE DETAIL LADDER TO BE FABRICATED FROM ALUMINUM BY MISC. METALS CONTRACTOR. (ON REVERSE WALL SEE PLAN) REINF. CONC. FOUNDATION WALL/ FOOTING ASSEMBLY. REFER TO STRUCT. DWG'S. FOR ADDITIONAL INFO. TYPICAL 3/4" NOMINAL DIAMETER (1.050" OUTSIDE DIA.) STANDARD WEIGHT PIPE RUNGS AT 1'-0" ON CENTER VERTICALLY. TYPICAL L4" X 4" X 5/16" (4" LONG) CLIP ANGLE WITH 5/8" DIAMETER EXPANSION FASTENER. TYPICAL 5/16" THICK X 4" WIDE PLATE LADDER SIDE RAILS. HOIST BEAM (SEE STRUCTURAL DRAWINGS) COORDINATE LOCATION W/ ELEV. MFR. M8cL5" X 5"X3/8" STEEL ELEVATOR SILL ANGLE FASTENED TO CONCRETE ELEVATOR SHAFT WALL WITH 3/8" DIA. S.S. EXPANSION BOLTS AT 1'-0" ON CENTER (FURNISH AND INSTALLED BY MISC. METALS CONTRACTOR COORD. EXACT LOCATION AND LENGTH WITH ELEVATOR CONTRACTOR). ELEVATOR DOOR AND JAMB ASSEMBLY FURNISHED AND INSTALLED BY ELEVATOR CONTRACTOR. ELEVATOR SILL FURNISHED AND INSTALLED BY ELEVATOR CONTRACTOR. L5" X 5"X3/8" STEEL ELEVATOR SILL ANGLE FASTENED TO CONCRETE ELEVATOR SHAFT WALL WITH 3/8" DIA. S.S. EXPANSION BOLTS AT 1'-0" ON CENTER (FURNISH AND INSTALLED BY MISC. METALS CONTRACTOR COORD. EXACT LOCATION AND LENGTH WITH ELEVATOR CONTRACTOR). ELEVATOR DOOR AND JAMB ASSEMBLY FURNISHED AND INSTALLED BY ELEVATOR CONTRACTOR. ELEVATOR SILL FURNISHED AND INSTALLED BY ELEVATOR CONTRACTOR. L5" X 5"X3/8" STEEL ELEVATOR SILL ANGLE FASTENED TO CONCRETE ELEVATOR SHAFT WALL WITH 3/8" DIA. S.S. EXPANSION BOLTS AT 1'-0" ON CENTER (FURNISH AND INSTALLED BY MISC. METALS CONTRACTOR COORD. EXACT LOCATION AND LENGTH WITH ELEVATOR CONTRACTOR). ELEVATOR DOOR AND JAMB ASSEMBLY FURNISHED AND INSTALLED BY ELEVATOR CONTRACTOR. ELEVATOR SILL FURNISHED AND INSTALLED BY ELEVATOR CONTRACTOR. M8c STEEL LINTEL PROVIDED BY MISC. METALS CONTRACTOR AND INSTALLED BY MASONRY CONTRACTOR. REFER TO STL. LINTEL SCHEDULE FOR ADDT'L. INFO., TYP. STEEL LINTEL PROVIDED BY MISC. METALS CONTRACTOR AND INSTALLED BY MASONRY CONTRACTOR. REFER TO STL. LINTEL SCHEDULE FOR ADDT'L. INFO., TYP. 207 111 307 C-11 A A A ExISTING CONCRETE SLAB, TYP. ExISTING CONCRETE FOUNDATION WALL. EXISTING EXTERIOR WALL CONSTRUCTION TO REMAIN. NEW CONCRETE SLAB, TYP. EXISTING CONCRETE SLAB, TYP. SU2 SU2 F2 F2 NEW BEAM POCKET IN MASONRY WALL TO PICK UP EXISTING BEAM, TYP. AT EA. FLOOR. PROVIDE BEARING PLATE FOR EX'G. STEEL BEAM, SEE STRUCTURAL DWG'S. FOR MORE INFO, TYP. EA. FLOOR. PROVIDE LLV'S 8" BEARING FOR EX'G. STEEL BEAM, SEE STRUCTURAL DWG'S. FOR MORE INFO, TYP. EA. FLOOR. NEW MASONRY ELEVATOR SHAFT CONSTRUCTION, SEE STRUCTURAL DWG'S. FOR REINFORCING. EXISTING WOOD ATTIC FRAMING TO REMAIN.12' - 8"COORDINATE CLEARANCE TO HOIST BEAM WITH MFR.'S REQUIREMENTS. REINFORCED CONCRETE DECK TO ACHEIVE A 2 HOUR RATING. M8c 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 F2 EXISTING CONCRETE SLAB, TYP. 2 A-301 2" RIGID INSULATION OVER WATERPROOFING AT EXISTING EXTERIOR CONC. FOUNDATION WALL NEW LOUVER TO RATED ELEVATOR VENTILATION DUCT. RATED ELEVATOR VENTILATION DUCT SEE MECH. DWG'S FOR MORE INFO.6' - 0"7'-0" MIN.8' - 0"1 1/2" 2"1' - 0"2" 1 1/2"1 1/2" 3 A-402 2" 1 1/2" 3/8" x 2" GALV.STEEL FRAME TYP. FOR (4) EDGES. 3/8" X 2" GALV. STEEL PLATE GRATING AT 1 1/2" O.C., TO PERIMETER FRAME, TYP. FACE OF SUMP WALL L 2 1/2"X 2" X3/8" (L.L.V.) GALV. STEEL ANGLE WITH (2) STUDS PER SIDE CAST IN CONCRETE SLAB, TYP.3' - 6"1' - 0"2' - 5"CENTERLINE OF AUTOMATIC DOOR REOPENING DEVICE7' - 0"3' - 6" CLEAR CALL BUTTON W/ CARD READER ACCESS CONTROL SYSTEM, TYP. 1 A-402 E-102 E-101 SU3a M8c F2 M8c F2 ELEVATOR E-1 LOBBY 100 SU3a 7' - 6"9' - 0" 8' - 4"7' - 10 3/4"M8cSU6 M8 SU3 4' - 11 3/4"4' - 8" 6 A-402 S6 F.5 M8c F21' - 9 1/2"1' - 9 1/4" FIRST FLOOR 214' - 2" SECOND FLOOR 223' - 2" GARDEN LEVEL 205' - 2" LOWER GARDEN LEVEL 204' - 2" ENTRY LEVEL 211' - 10" MACHINE RM. LEVEL 202' - 10" M-002 C-11 111 207 JAN. CLOSET M-01 LOBBY 100CORRIDOR C1 CORRIDOR CG M-001 SU2 S6 F.5 E-101 E-102 204-6 2 A-301 EXISTING EXTERIOR WALL CONSTRUCTION TO REMAIN. NEW CONCRETE SLAB, TYP. NEW CONCRETE SLAB, OVER COMPACTED FILL. 2" RIGID INSULATION OVER WATERPROOFING AT EXISTING EXTERIOR CONC. FOUNDATION WALL EXISTING FOUNDATION WALL CONSTRUCTION TO REMAIN. 1 A-402 6 A-402 ELEVATOR E-1 MACHINE ROOM M-02 JAN. CLOSET M-01 S-105M-001 M-002 M10c SU2 S3 M8c S6 8' - 0 3/4" 6' - 8 1/4" 4' - 0" 8' - 4" 8' - 4"7' - 10 3/4"F.5 M8c F2S6 F.5 F1 S3 F1 5' - 2" EXISTING PIERS TO REMAIN.2' - 4"8"3' - 0"6' - 3"2' - 5"5 DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNAs indicatedA-402 201432ELEVATOR SECTION06/27/16RJHCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/2" = 1'-0"1 Elevator Section 1 1/2" = 1'-0"2 TYP. SUMP COVER DETAIL 3" = 1'-0"3 TYP. SUMP COVER EDGE DETAIL 1/2" = 1'-0"4 TYP. ELEVATOR DOOR ELEVATION 1/4" = 1'-0"5 ELEVATOR FIRST FLOOR PLAN 1/2" = 1'-0"6 MAIN ENTRY SECTION 1/4" = 1'-0"7 ENLARGED PLAN - ELEVATOR GARDEN LEVEL PLAN DATE NO.REVISION6.10.16 2 Elevator Pit Dimension6.14.16 1 Revised Window Types and Grade7.13.16 5 Revised Machine Room DOOR AND FRAME SCHEDULE ABBREVIATIONS: SOLID CORE WOOD ALUMINUM HOLLOW METAL GALVANIZED HOLLOW METAL INSULATED GALVANIZED HOLLOW METAL PREFINISHED HOUR HARDWARE SCW ALUM H.M. G.H.M. I.G.H.M. PREFIN. HR. H.W. HOLLOW METAL FRAMES NOTES: 1. REFER TO SHEET A601 FOR INTERIOR WINDOW ELEVATIONS GLAZING SCHEDULE ABBREVIATIONS: TEMPERED FLOAT GLASS TYPICAL FLOAT GLASS TEMPERED LAMINATED GLASS FIRE RATED LAMINATED CERAMIC GLAZING MATERIAL INSULATING GLASS SPANDREL INSULATING GLASS G-S1 G-S2 LTSG G-F1 IG-A IG-B FFR-1 FR-2 FLUSH GENERAL NOTE: 1.PROVIDE APPROPRIATE RATED GLAZING ON ALL DOORS WHERE INDICATED ON THE DOOR AND FRAME SCHEDULE. DOUBLE DOOR FRAME VARIES DOOR HEIGHT2"2"2" SEE DR. SCH. FOR SIZES 2"DOOR HEIGHT2"2" SEE DR. SCH. FOR SIZES 7' - 0"ALUM = ALUMINUM HM = HOLLOW METAL TEMP = TEMPERED HR = HOUR 6' - 0" G2 2"2" FR-3 HOLLOW MTL. FRAME G-S1 G-S1 G-S1 VARIES 7' - 0"P 7' - 0"SG REFER TO DR. SCHEDULEREFER TO DR. SCHEDULE2"2" G-S1G-S1 6' - 5 1/2"7' - 10 1/4"1' - 5 1/2"1' - 5 1/2" DB FLUSH VARIES 7' - 0"4"2' - 4" VARIES 4"2' - 4"4"6' - 0"VARIES F3 FLUSH VARIES 7' - 0"F2 FLUSH VARIES 7' - 0"VARIES 7' - 0"B DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/4" = 1'-0"A-600 201432DOOR SCHEDULE & TYPESGARDEN LEVEL & FIRST FLOOR06/27/16HMCCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MAAS INDICATEDDoor Schedule- Garden Level DOOR # DOOR TYPE WIDTH HEIGHT THICKNESS Door Material Door Finish GLAZING TYPE FRAME TYPE FRAME MATL. FRAME FINISH DTL. Number FIRE RATING HARDWARE COMMENTS LOWER GARDEN LEVEL 101-7 B 2' - 8" 6' - 8" 0' - 1 1/2" S.C.W. Polyurethane N/A FR-2 WOOD POLY 2 101-8 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 101-9 F3 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 STEEL PAINT 7 90 MIN 102-5 DB 5' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 102-6 DB 2' - 8" 6' - 8" 0' - 1 1/2" S.C.W. Polyurethane N/A FR-2 WOOD POLY 2 102-7 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 103-3 DB 5' - 0" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-2 WOOD POLY 2 104-4 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 104-5 F 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER GARDEN LEVEL 101-6 F 3' - 0" 6' - 8" 0' - 1 3/4" FIBERGLASS Polyurethane TEMPERED FR-1 H.M.PAINT 8 20 MIN 102-8 F3 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M.PAINT 7 90 MIN SD SERIES PHILADEPHIA LEVER 103-2 F 3' - 0" 6' - 8" 0' - 1 3/4" FIBERGLASS Polyurethane TEMPERED FR-1 H.M- Traditions Steel PAINT 8 20 MIN GP SERIES SPRIRIT 103-4 F2 3' - 0" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 103-5 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 104-3 F 2' - 6" 7' - 0" 0' - 1 3/4" S.C.W.Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 30 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 105-5 F 3' - 0" 6' - 8" 0' - 1 3/4" FIBERGLASS Polyurethane TEMPERED FR-1 H.M- Traditions Steel PAINT 9 20 MIN GP SERIES SPRIRIT 105-6 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 105-7 B 2' - 0" 6' - 8" 0' - 1 1/2" S.C.W. Polyurethane N/A WOOD WOOD POLY 2 105-8 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 105-9 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 105-10 DB 6' - 0" 6' - 8" 0' - 1 3/8"S.C.W. Polyurethane N/A FR-2 WOOD POLY 2 105-13 DB 5' - 0" 6' - 8" 0' - 1 3/8"S.C.W. Polyurethane N/A FR-2 WOOD POLY 2 105-14 DB 5' - 0" 6' - 8" 0' - 1 3/8"S.C.W. Polyurethane N/A FR-2 WOOD POLY 2 105-15 DB 6' - 0" 6' - 8" 0' - 1 3/8"S.C.W. Polyurethane N/A FR-2 WOOD POLY 2 105-16 B 2' - 0" 6' - 8" 0' - 1 1/2" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 105-17 F 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W.Polyurethane N/A FR-1 H.M.PAINT 6 20 MIN 106-3 F 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W.Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 6 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 106-5 P 3' - 0" 6' - 8" 0' - 1 1/2" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 SD SERIES PHILADEPHIA LEVER 106-6 B 3' - 0" 6' - 8" 0' - 1 1/2" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 106-7 F2 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 107-3 F 3' - 0" 6' - 8" 0' - 1 3/4" FIBERGLASS Polyurethane TEMPERED FR-1 H.M- Traditions Steel PAINT 8 20 MIN GP SERIES SPRIRIT 107-4 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 107-6 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 SD SERIES PHILADEPHIA LEVER 107-7 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 108-2 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 108-3 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 108-4 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 109-2 F 3' - 0" 6' - 8" 0' - 1 3/4" FIBERGLASS Polyurethane TEMPERED FR-1 H.M- Traditions Steel PAINT 8 20 MIN GP SERIES SPRIRIT 109-3 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 109-5 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 109-6 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 110-3 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 110-4 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A WOOD WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 110-5 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A WOOD WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER C-001 F2 3' - 0" 6' - 8" 0' - 1 3/4"S.C.W. PAINT N/A FR-1 SERIES DR 18-16 (KD) CARBON STEEL PAINT 5 90 MIN 5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE 429 LPNH C-002 F2 3' - 0" 6' - 8" 0' - 1 3/4" H.M. PAINT N/A FR-1 SERIES DR 18-16 (KD) CARBON STEEL PAINT 5 90 MIN 5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE 429 LPNH M-001 F2 3' - 0" 6' - 8" 0' - 1 3/4" H.M. PAINT N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 5 20 MIN SD SERIES PHILADEPHIA LEVER M-002 F2 3' - 0" 6' - 8" 0' - 1 3/4" H.M. PAINT N/A FR-1 H.M.PAINT 5 20 MIN SD SERIES PHILADEPHIA LEVER M-003 F2 3' - 0" 6' - 8" 0' - 1 3/4" H.M. PAINT N/A FR-1 H.M PAINT 7 90 MIN SD SERIES PHILADEPHIA LEVER S-103 F3 2' - 0" 7' - 0" 0' - 1 1/2" S.C.W. PAINT N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN SD SERIES PHILADEPHIA LEVER S-105 F3 2' - 10" 7' - 0" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN SD SERIES PHILADEPHIA LEVER S-106 F3 2' - 8" 6' - 8" 0' - 1 3/4" H.M. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-107 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M.PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-108 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-109 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-110 F3 2' - 8" 7' - 0" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 30 MIN SD SERIES PHILADEPHIA LEVER S-111 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-201 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-202 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-203 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-204 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-205 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-206 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-207 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-301 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M.PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-302 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-303 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-304 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-305 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M.PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER S-306 F3 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. PAINT N/A FR-1 H.M PAINT 1 20 MIN SD SERIES PHILADEPHIA LEVER EX'G GROUND LEVEL E-002 F3 3' - 0" 6' - 8" 0' - 1 3/4" H.M. Polyurethane TEMPERED FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 7 90 MIN 5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE 429 LPNH E-003 F3 3' - 0" 7' - 0" 0' - 1 3/4" H.M. Polyurethane TEMPERED FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 9 20 MIN KV SERIES- SINGLE CYLINDER. H.M- Traditions Steel. H.M- Traditions Steel E-004 F3 3' - 0" 6' - 8" 0' - 1 3/4" H.M. Polyurethane TEMPERED FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 7 90 MIN 5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE 429 LPNH Door Schedule-1st FLOOR DOOR # DOOR TYPE WIDTH HEIGHT THICKNESS Door Material Door Finish GLAZING TYPE FRAME TYPE FRAME MATL. FRAME FINISH DTL. Num ber FIRE RATING HARDWARE COMMENTS FIRST FLOOR 101 F 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER PAINT GRADE 101-1 F2 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 - SD SERIES PHILADEPHIA LEVER 101-2 F 2' - 8" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 1 - SD SERIES PHILADEPHIA LEVER 101-3 B 2' - 8" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 101-4 SG 5' - 0" 6' - 8" 0' - 1 1/2" VINYL PAINT TEMPERED VINYL VINYL PAINT 3 101-5 SG 5' - 0" 6' - 8" 0' - 1 1/2" VINYL PAINT TEMPERED VINYL VINYL PAINT 3 102 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W.Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER PAINT GRADE 102-1 F2 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 102-2 F2 2' - 8" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 102-3 B 2' - 8" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 102-4 SG 5' - 0" 6' - 8" 0' - 1 1/2" VINYL PAINT TEMPERED VINYL VINYL PAINT 3 103 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W.Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER PAINT GRADE 103-1 F2 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 - 104 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W.Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER PAINT GRADE 104-1 B 3' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 104-2 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 105 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W.Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER PAINT GRADE 105-1 DB 5' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 105-2 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 105-21 0' - 0" 6' - 8"Metal - Stainless Steel PAINT N/A FR-1 H.M.PAINT 1 106 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W.Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 6 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER PAINT GRADE 106-1 F2 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 106-2 P 2' - 8" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 1 - 107 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W.Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER PAINT GRADE 107-1 F2 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 107-2 B 3' - 0" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 108 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W.Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 6 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER PAINT GRADE 108-1 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 109 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W.Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER PAINT GRADE 109-1 F2 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 109-4 B 3' - 0" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 110 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W.Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER PAINT GRADE 110-1 F2 2' - 10" 6' - 8" 0' - 1 3/4" H.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 110-2 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 4 111 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W.Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER PAINT GRADE 111-1 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY -SD SERIES PHILADEPHIA LEVER 111-3 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 111-4 B 2' - 6" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 111-5 DB 5' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 C-101 F2 3' - 0" 6' - 8" 0' - 1 3/4"H.M. PAINT N/A FR-1 SERIES DR 18-16 (KD) CARBON STEEL PAINT 5 90 MIN 5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE 429 LPNH C-102 F2 3' - 0" 6' - 8" 0' - 1 3/4"H.M. PAINT N/A FR-1 SERIES DR 18-16 (KD) CARBON STEEL PAINT 5 90 MIN 5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE 429 LPNH E-001 F 3' - 0" 6' - 8" 0' - 1 3/4" Steel Polyurethane TEMPERED FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 7 20 MIN GP SERIES SPRIRIT E-101 G2 1' - 8 1/8" 7' - 10 3/4" 0' - 1 3/4" WOOD Polyurethane TEMPERED FR-3 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 1 20 MIN 5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE. GP SERIES SPIRIT E-102 G2 1' - 4 11/16" 7' - 7 1/2" 0' - 1 3/4" WOOD Polyurethane TEMPERED FR-3 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 1 20 MIN 5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE. GP SERIES SPIRIT ELEVATOR MAINTENA NCE DOOR 0' - 0" 6' - 8"Metal - Stainless Steel PAINT N/A FR-1 H.M PAINT 1 1/4" = 1'-0"1 DOOR TYPES DATE NO.REVISION6.14.16 1 Revised Window Types and Grade DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNA-601 201432DOOR SCHEDULE SECONDAND THIRD FLOOR06/27/16HMCCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MADoor Schedule- 2nd Floor DOOR # DOOR TYPE WIDTH HEIGHT THICKNESS Door Material Door Finish GLAZING TYPE FRAME TYPE FRAME MATL. FRAM E FINIS H DTL. Numbe r FIRE RATING HARDWARE COMMENTS SECOND FLOOR 201 F 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 201-1 B 2' - 6" 6' - 8" 0' - 1 1/2" H.C.W. N/A FR-1 WOOD POLY 2 201-2 DB 6' - 0" 6' - 8" 0' - 1 3/8" H.C.W. N/A FR-2 WOOD POLY 2 201-3 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 201-4 DB 6' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 SD SERIES PHILADEPHIA LEVER 201-5 F2 3' - 0" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 - SD SERIES PHILADEPHIA LEVER 201-6 F2 2' - 8" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 1 - SD SERIES PHILADEPHIA LEVER 201-7 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 - SD SERIES PHILADEPHIA LEVER 201-8 SG 5' - 0" 6' - 8" 0' - 1 1/2" VINYL PAINT TEMPERE D VINYL VINYL PAINT 3 201-9 SG 5' - 0" 6' - 8" 0' - 1 1/2" VINYL PAINT TEMPERE D VINYL VINYL PAINT 3 202 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 202-1 B 2' - 6" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 202-2 DB 6' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD PAINT 1 202-3 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 202-4 DB 6' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 202-5 F2 3' - 0" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 - SD SERIES PHILADEPHIA LEVER 202-6 F2 2' - 8" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 1 - SD SERIES PHILADEPHIA LEVER 202-7 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 - SD SERIES PHILADEPHIA LEVER 202-8 SG 5' - 0" 6' - 8" 0' - 1 1/2" VINYL PAINT TEMPERE D VINYL VINYL PAINT 3 203 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 6 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 203-1 B 2' - 6" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 203-4 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 203-5 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 203-6 DB 8' - 0" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 204 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 6 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 204-1 B 2' - 0" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 204-2 B 2' - 6" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 204-3 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 204-4 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 204-5 DB 5' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 204-6 P 2' - 8" 6' - 8" 0' - 1 1/2" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 SD SERIES PHILADEPHIA LEVER 205 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 6 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 205-2 B 2' - 6" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 SD SERIES PHILADEPHIA LEVER 205-3 F2 2' - 8" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 205-4 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 205-5 F2 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 SD SERIES PHILADEPHIA LEVER 205-6 DB 5' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 205-7 DB 5' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 206 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 206-1 B 2' - 6" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 206-2 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 206-3 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 206-4 F2 2' - 8" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 206-5 P 3' - 0" 6' - 8" 0' - 1 1/2" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 SD SERIES PHILADEPHIA LEVER 207 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 207-1 F2 3' - 0" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD PAINT 1 -SD SERIES PHILADEPHIA LEVER 207-2 F2 3' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 207-3 F2 3' - 0" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 207-4 B 2' - 6" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 C-201 F2 3' - 0" 6' - 8" 0' - 1 3/4" H.M. Polyurethane N/A FR-1 SERIES DR 18-16 (KD) CARBON STEEL PAINT 5 90 MIN 5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE 429 LPNH C-202 F2 3' - 0" 6' - 8" 0' - 1 3/4" H.M. Polyurethane N/A FR-1 SERIES DR 18-16 (KD) CARBON STEEL PAINT 5 90 MIN 5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE 429 LPNH Door Schedule- 3rd Floor DOOR # DOOR TYPE WIDTH HEIGHT THICKNESS Door Material Door Finish GLAZING TYPE FRAME TYPE FRAME MATL. FRAME FINISH DTL. Number FIRE RATING HARDWARE COMMENTS THIRD FLOOR 301 F 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 301-1 B 2' - 6" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 301-2 DB 6' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 301-3 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 301-4 DB 6' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 301-5 F2 3' - 0" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 301-6 F2 3' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 301-7 F2 3' - 0" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 301-8 SG 5' - 0" 6' - 8" 0' - 1 1/2" VINYL PAINT TEMPERED VINYL VINYL PAINT 3 301-9 SG 5' - 0" 6' - 8" 0' - 1 1/2" VINYL PAINT TEMPERED VINYL VINYL PAINT 3 302 F 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 302-1 B 2' - 6" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 302-2 DB 6' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 302-3 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 302-4 DB 6' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 302-5 F2 3' - 0" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 302-6 F2 3' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 302-7 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 302-8 SG 5' - 0" 6' - 8" 0' - 1 1/2" VINYL PAINT TEMPERED VINYL VINYL PAINTED 3 303 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 6 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 303-1 B 2' - 6" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 303-4 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 303-5 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 303-7 DB 8' - 0" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 304 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 6 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 304-1 B 2' - 0" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 304-2 B 2' - 6" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 304-3 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 304-4 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane TEMPERED FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 304-5 DB 8' - 0" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 304-6 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 305 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 6 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 305-2 B 2' - 6" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 305-3 F2 2' - 8" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 305-4 F2 3' - 0" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 305-5 F2 2' - 8" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 SD SERIES PHILADEPHIA LEVER 305-6 DB 5' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 305-7 DB 5' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-2 WOOD POLY 2 306 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 306-1 B 2' - 6" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 306-2 P 2' - 6" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 306-3 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 6 -SD SERIES PHILADEPHIA LEVER 306-4 F2 2' - 8" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 306-5 P 3' - 0" 6' - 8" 0' - 1 1/2" S.C.W. Polyurethane N/A FR-1 WOOD POLY 2 SD SERIES PHILADEPHIA LEVER 307 F2 3' - 0" 6' - 8" 0' - 1 3/4" S.C.W. Polyurethane N/A FR-1 H.M ADJUSTA-FIT STEEL FRAME FIRE RATED PAINT 4 20 MIN KV SERIES- SINGLE CYLINDER. SD SERIES PHILADELPHIA LEVER 307-1 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 307-2 F2 3' - 0" 6' - 8" 0' - 1 3/8" H.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 307-3 F2 3' - 0" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER 307-4 B 2' - 6" 6' - 8" 0' - 1 1/2" H.C.W. Polyurethane N/A FR-1 WOOD POLY 2 307-5 F2 2' - 8" 6' - 8" 0' - 1 3/8" S.C.W. Polyurethane N/A FR-1 WOOD POLY 1 -SD SERIES PHILADEPHIA LEVER C-301 F2 3' - 0" 6' - 8" 0' - 1 3/4"H.M. PAINT N/A FR-1 SERIES DR 18-16 (KD) CARBON STEEL PAINT 5 90 MIN 5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE 429 LPNH C-302 F2 3' - 0" 6' - 8" 0' - 1 3/4"H.M. PAINT N/A FR-1 SERIES DR 18-16 (KD) CARBON STEEL PAINT 5 90 MIN 5500 SERIES ARCHITECTURAL STYLE COMMERCIAL DOOR CONTROL. 4200 SERIES COMMERCIAL EXIT DEVICE 429 LPNH DATE NO.REVISION6.14.16 1 Revised Window Types and Grade 3 5/8" AT 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. A HEAD B JAMB C SILL FULLY-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. 4 TYP. DOOR DETAIL AT MTL. FRAMED WALLSA602 SCALE: 1 1/2" = 1'-0" S3 WALL TYPES 1/2"1/2" 1 3/4"1 3/4" 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. 1/2"1/2" 3 5/8" AT S8 WALL TYPES 3 5/8" AT 8" AT 6" AT S6 WALL TYPES PNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES), TYP. BOTH SIDES OF WALL. PNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES), TYP. BOTH SIDES OF WALL. 3 5/8" AT R11 SOUND ATTENUATION BATTS, TYP. 22 GA. METAL STUD FRAMING SYSTEM, U.N.O., AT 16" O.C. MAX. CONT. SEALANT TYP. AT ENTIRE FRAME PERIMETER. WD. FRAME BY DOOR MFG'R., TYP. DOOR. REFER TO DOOR SCHEDULES FOR ADDITION INFORMATION. A HEAD B JAMB C SILL BACKER ROD AND SEALENT, TYP. AT ENTIRE FRAME PERIMETER. LINE OF DOOR STOP BEYOND AT JAMB. SOLID WD., EXT., RAISED PANEL DOOR REFER TO DOOR SCHEDULE.. LINE OF WD. DOOR FRAME BEYOND AT JAMB. FINISH FLOOR. SEE RM. FINISH SCHED'S. FOR ADDT'L. INFOR. 1 TYP. DOOR DETAIL AT MTL. FRAMED WALLSA602 SCALE: 1 1/2" = 1'-0" S3 WALL TYPES DOOR. REFER TO DOOR SCHEDULES FOR ADDITION INFORMATION. WD. FRAME BY DOOR MFG.R., TYP. 3 5/8" AT S8 WALL TYPES 3 5/8" AT 8" AT 6" AT S6 WALL TYPES PNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES), TYP. BOTH SIDES OF WALL. NOTE: WALLS THAT HAVE F.5 DESIGNATION SHALL HAVE A MIN. "FIRECODE 30" GWB. AND SHALL MEETS THE REQUIREMENTS OF UL DESIGN U407. PNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES), TYP. BOTH SIDES OF WALL. DASHED LINE INDICATES WD. TRIM BEYOND. WD. THRESHOLD (DEPTH OF FRAME X WIDTH OF OPENING, TYP.) 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. A HEAD B JAMB C SILL FULLY-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. 5 TYP. DOOR DETAIL AT MTL. FRAMED RATED WALLSA602 SCALE: 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" AT 6" 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. NON-BEARING STEEL LINTEL. REFER TO STRUCT. DWGS. FOR SIZES. ALL EXPOSED SURFACES TO RECEIVE PNT'D FINISH, TYP. 1/2" EXTERIOR GRADE SHEATHING EW9 WALL TYPES JT. SEALANT TYP. PERIMETER OF FRAME BOTH SIDES. DOOR. REFER TO DOOR SCHEDULES FOR ADDITION INFORMATION. A HEAD B JAMB C SILL DOOR. REFER TO DOOR SCHEDULES FOR ADDITION INFORMATION. GWB JAMB BEYOND DOOR. REFER TO DOOR SCHEDULES FOR ADDITION INFORMATION.WHERE REQUIRED, TRANSITION STRIPS SHALL BE CENTERED ON CENTERLINE OF VINYL DOOR IN THE CLOSED POSITION. REFER TO DOOR SCHEDULE AND RM. FINISH SCHEDULES FOR ADDT'L. INFOR. FINISH FLOOR. SEE RM. FINISH SCHED'S. FOR ADDT'L. INFOR. 3 TYP. SLIDING DOOR DETAIL AT EXT. MTL. FRAMED WALLSA602 SCALE: 1 1/2" = 1'-0" VINYL FRAME SOLID W/GROUT AND FACTORY PRIMED FOR FIELD PAINTING. GROUT ALL CORES SOLID BELOW LINTELS, MIN. SEE STRUCT. DWG'S FOR ADDT'L INFO. MASONRY JAMB ANCHOR, TYP. FOR 3 EA. JAMB, U.N.O. (SEE SPEC'S.) JT. SEALANT TYP. PERIMETER OF FRAME BOTH SIDES. VINYL FRAME SOLID W/GROUT AND FACTORY PRIMED FOR FIELD PAINTING. R-19 BATT INSULATION, TYP. 5 1/2" AT MIN. 1 1/2" E.I.F.S. OVER AIR AND MOISTURE BARRIER, TYP. PNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES), TYP. BOTH SIDES OF WALL. NON-BEARING STEEL LINTEL. REFER TO STRUCT. DWGS. FOR SIZES. ALL EXPOSED SURFACES TO RECEIVE PNT'D FINISH, 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" AT M10D WALL TYPES (NOM. 10")9 5/8" AT M8D WALL TYPES (NOM. 8") JT. SEALANT TYP. PERIMETER OF FRAME BOTH SIDES. DOOR. REFER TO DOOR SCHEDULES FOR ADDITION INFORMATION. A HEAD B JAMB C SILL DOOR. REFER TO DOOR SCHEDULES FOR ADDITION INFORMATION. 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. 6 TYP. DOOR DETAIL AT MASONRY WALLSA602 SCALE: 1 1/2" = 1'-0" HOLLOW MTL. FRAME FILL SOLID W/GROUT AND FACTORY PRIMED FOR FIELD PAINTING. GROUT ALL CORES SOLID BELOW LINTELS, MIN. SEE STRUCT. DWG'S FOR ADDT'L INFO. REINF. CONCRETE MASONRY UNITS. REFER TO STRUCT. DWG'S FOR REINFORCING REQUIREMENTS, TYP. MASONRY JAMB ANCHOR, TYP. FOR 3 EA. JAMB, U.N.O. (SEE SPEC'S.) JT. SEALANT TYP. PERIMETER OF FRAME BOTH SIDES. HOLLOW MTL. FRAME FILL SOLID W/GROUT AND FACTORY PRIMED FOR FIELD PAINTING. NOTE: WALLS THAT HAVE F.5 DESIGNATION SHALL HAVE A MIN. "FIRECODE 30" GWB. AND SHALL MEETS THE REQUIREMENTS OF UL DESIGN U407. PNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES), OVER 22 GA. METAL STD. FRAMING SYSTEM, U.N.O. AT 16" O.C. MAX. TYP. BOTH SIDES OF WALL. PNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES), OVER 22 GA. METAL STD. FRAMING SYSTEM, U.N.O. AT 16" O.C. MAX. TYP. BOTH SIDES OF WALL. PNT'D. 5/8" GYPSUM BOARD (TYPE-X AT RATED ASSEMBLIES), OVER 22 GA. METAL STD. FRAMING SYSTEM, U.N.O. AT 16" O.C. MAX. TYP. BOTH SIDES OF WALL. 7 TYP. DOOR DETAIL AT EXTERIOR DOOR OPENINGA602 SCALE: 1 1/2" = 1'-0"3 1/2"R11 SOUND ATTENUATION BATTS, TYP. 22 GA. METAL STUD FRAMING SYSTEM, U.N.O., AT 16" O.C. MAX. CONT. SEALANT TYP. AT ENTIRE FRAME PERIMETER. WD. FRAME BY DOOR MFG'R., TYP. DOOR. REFER TO DOOR SCHEDULES FOR ADDITION INFORMATION. A HEAD B JAMB C SILL LINE OF DOOR STOP BEYOND AT JAMB. SOLID WD., EXT., RAISED PANEL POCKET DOOR REFER TO DOOR SCHEDULE.. LINE OF WD. DOOR FRAME BEYOND AT JAMB. FINISH FLOOR. SEE RM. FINISH SCHED'S. FOR ADDT'L. INFOR. 2 TYP. POCKET DOOR DETAIL AT INT. MTL. FRAMED WALLSA602 SCALE: 1 1/2" = 1'-0" DOOR. REFER TO DOOR SCHEDULES FOR ADDITION INFORMATION. TYP. WD. TRIM BY DOOR MFG.R., TYP. 6" AT S6 WALL TYPES PNT'D. 5/8" GYPSUM BOARD, TYP. BOTH SIDES OF WALL. NOTE: WALLS THAT HAVE F.5 DESIGNATION SHALL HAVE A MIN. "FIRECODE 30" GWB. AND SHALL MEETS THE REQUIREMENTS OF UL DESIGN U407. PNT'D. 5/8" GYPSUM BOARD TYP. BOTH SIDES OF WALL. A HEAD B JAMB C SILL DOOR. 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. 1/2"1/2" 1/2"1/2" EXTEND WALL TO UNDERSIDE OF CONCRETE DECK ABOVE TYP. PROVIDE FIRE CAULKING AT ALL PENETRATIONS. FACE OF EX'G. WALL ASSEMBLY TO REMAIN. 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 FACE OF EX'G. WALL ASSEMBLY TO REMAIN. FACE OF EX'G. WALL ASSEMBLY TO REMAIN. EX'G. LINTELS TO REMAIN. 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 CAVITY NOTE: WALLS THAT HAVE THE F2 DESIGNATION ARE TWO HOUR WALLS AND SHALL MEET THE REQUIREMENTS OF UL DESIGN U411. EXTEND WALL TO UNDERSIDE OF CONCRETE DECK ABOVE TYP. PROVIDE FIRE CAULKING AT ALL PENETRATIONS. S6 WALL TYPES TYP. WOOD TRIM BLOCKING AS REQUIRED TO INSTALL DOOR FINISH WD. TRIM AT JAMB TYP. TYP. FLOOR BASE 8 TYP. DOOR DETAIL AT EXTERIOR DOOR OPENINGA602 SCALE: 1 1/2" = 1'-0" A HEAD B JAMB C SILL DOOR. 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. FACE OF EX'G. WALL ASSEMBLY TO REMAIN. 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 FACE OF EX'G. WALL ASSEMBLY TO REMAIN. FACE OF EX'G. WALL ASSEMBLY TO REMAIN. NEW LINTELS TO TO BE INSTALLED FOR EVERY 4" OF MASONRY. SEE STRUCTURAL DRAWINGS. 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 CAVITY 9 TYP. DOOR DETAIL AT EXTERIOR DOOR OPENINGA602 SCALE: 1 1/2" = 1'-0" A HEAD B JAMB C SILL DOOR. 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 INSTALLATION 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 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 CAVITY REMOVE BRICK AS REQUIRED TO INSTALL BEAM NEW BRICK INFILL ONCE W8 BEAM IS INSTALLED JT. SEALANT TYP. PERIMETER OF FRAME JT. SEALANT TYP. PERIMETER OF FRAME JT. SEALANT TYP. PERIMETER OF FRAME THROUGH WALL FLASHING PROVIDE 2 WEEP TYP. ABOVE DOOR CUT BRICK AS REQUIRED TO INSTALL NEW LINTELS 3 5/8" AT 4" AT S4 WALL TYPES 4" AT S4 WALL TYPES DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1 1/2" = 1'-0"A-602 201432DOOR DETAILS06/27/16HMCCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MADATE NO.REVISION6.14.16 1 Revised Window Types and Grade DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNA-700 201432ROOM FINISH SCHEDULES06/27/16HMCCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MAAS INDICATEDROOM FINISH SCHEDULE Unit #Condo Name Floor Finish Ceiling Finish NORTH WALL FINISH EAST WALL FINISH SOUTH WALL FINISH WEST WALL FINISH Comments 205 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM GRANITE BACKSPLASH N/A PAINT GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 205 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT PAINT N/A 206 206 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 206 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT DALTILE-CT PAINT PAINT CULTURED MARBLE-COUNTERTOP 206 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 206 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM GRANITE BACKSPLASH GRANITE BACKSPLASH N/A N/A LEVEL-1 GRANITE COUNTERTOP 206 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT N/A PAINT PAINT 207 207 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 207 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT DALTILE-CT CULTURED MARBLE-COUNTERTOP 207 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 207 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM N/A GRANITE BACKSPLASH GRANITE BACKSPLASH GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 207 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT N/A PAINT 301 301 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 301 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT DALTILE-CT PAINT PAINT CULTURED MARBLE-COUNTERTOP 301 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 301 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM GRANITE BACKSPLASH GRANITE BACKSPLASH PAINT N/A LEVEL-1 GRANITE COUNTERTOP 301 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT N/A PAINT PAINT 302 302 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 302 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT DALTILE-CT PAINT PAINT CULTURED MARBLE-COUNTERTOP 302 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 302 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM PAINT GRANITE BACKSPLASH GRANITE BACKSPLASH N/A LEVEL-1 GRANITE COUNTERTOP 302 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT N/A PAINT PAINT 303 303 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 303 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT DALTILE-CT PAINT PAINT CULTURED MARBLE-COUNTERTOP 303 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 303 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM PAINT N/A GRANITE BACKSPLASH GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 303 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT PAINT N/A 304 304 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 304 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT DALTILE-CT PAINT PAINT CULTURED MARBLE-COUNTERTOP 304 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 304 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM GRANITE BACKSPLASH N/A GRANITE BACKSPLASH GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 304 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT PAINT N/A 305 305 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 305 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT DALTILE-CT PAINT CULTURED MARBLE-COUNTERTOP 305 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 305 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM GRANITE BACKSPLASH N/A PAINT GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 305 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT PAINT N/A 306 306 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 306 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT DALTILE-CT PAINT PAINT CULTURED MARBLE-COUNTERTOP 306 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 306 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM GRANITE BACKSPLASH GRANITE BACKSPLASH PAINT N/A LEVEL-1 GRANITE COUNTERTOP 306 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT N/A PAINT PAINT 307 307 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 307 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT DALTILE-CT CULTURED MARBLE-COUNTERTOP 307 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 307 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM N/A GRANITE BACKSPLASH GRANITE BACKSPLASH GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 307 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT N/A PAINT ROOM FINISH SCHEDULE Unit #Condo Name Floor Finish Ceiling Finish NORTH WALL FINISH EAST WALL FINISH SOUTH WALL FINISH WEST WALL FINISH Comments 101/101G 101 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 101 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT DALTILE-CT PAINT CULTURED MARBLE-COUNTERTOP 101 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 101 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT GRANITE BACKSPLASH GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 101 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT PAINT PAINT 102/102G 102 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 102 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM DALTILE-CT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 102 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 102 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM GRANITE BACKSPLASH PAINT PAINT GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 102 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT PAINT PAINT 103/103G 103 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 103 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT DALTILE-CT CULTURED MARBLE-COUNTERTOP 103 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 103 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM N/A N/A GRANITE BACKSPLASH GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 103 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT PAINT N/A 104/104G 104 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 104 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT DALTILE-CT CULTURED MARBLE-COUNTERTOP 104 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 104 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM GRANITE BACKSPLASH N/A GRANITE BACKSPLASH GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 104 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT PAINT N/A 105/105G 105 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 105 BEDROOM 2 DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 105 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM DALTILE-CT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 105 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 105 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM PAINT N/A GRANITE BACKSPLASH GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 105 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT PAINT N/A 106/106G 106 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 106 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT DALTILE-CT PAINT CULTURED MARBLE-COUNTERTOP 106 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 106 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM GRANITE BACKSPLASH N/A GRANITE BACKSPLASH GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 106 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT PAINT N/A 107/107G 107 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 107 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT DALTILE-CT PAINT PAINT CULTURED MARBLE-COUNTERTOP 107 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 107 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM N/A GRANITE BACKSPLASH GRANITE BACKSPLASH N/A LEVEL-1 GRANITE COUNTERTOP 107 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT N/A PAINT PAINT 108/108G 108 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 108 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT DALTILE-CT CULTURED MARBLE-COUNTERTOP 108 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 108 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM PAINT GRANITE BACKSPLASH GRANITE BACKSPLASH PAINT LEVEL-1 GRANITE COUNTERTOP 108 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT PAINT N/A 109/109G 109 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 109 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT DALTILE-CT PAINT PAINT CULTURED MARBLE-COUNTERTOP 109 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 109 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM GRANITE BACKSPLASH GRANITE BACKSPLASH GRANITE BACKSPLASH N/A LEVEL-1 GRANITE COUNTERTOP 109 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT N/A PAINT PAINT 110/110G 110 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 110 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT DALTILE-CT PAINT PAINT CULTURED MARBLE-COUNTERTOP 110 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 110 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM PAINT GRANITE BACKSPLASH GRANITE BACKSPLASH N/A LEVEL-1 GRANITE COUNTERTOP 110 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT N/A PAINT PAINT 111 111 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 111 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM DALTILE-CT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 111 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 111 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM N/A GRANITE BACKSPLASH GRANITE BACKSPLASH GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 111 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT N/A PAINT 201 201 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 201 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT DALTILE-CT PAINT PAINT CULTURED MARBLE-COUNTERTOP 201 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 201 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM GRANITE BACKSPLASH GRANITE BACKSPLASH N/A N/A LEVEL-1 GRANITE COUNTERTOP 201 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT N/A PAINT PAINT 202 202 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 202 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT DALTILE-CT PAINT PAINT CULTURED MARBLE-COUNTERTOP 202 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 202 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM PAINT GRANITE BACKSPLASH GRANITE BACKSPLASH N/A LEVEL-1 GRANITE COUNTERTOP 202 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT N/A PAINT PAINT 203 203 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 203 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT DALTILE-CT PAINT PAINT CULTURED MARBLE-COUNTERTOP 203 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 203 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM PAINT N/A GRANITE BACKSPLASH GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 203 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT PAINT N/A 204 204 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 204 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT DALTILE-CT CULTURED MARBLE-COUNTERTOP 204 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP 204 KITCHEN ARMSTRONG-ARBORART-LVT GYPSUM GRANITE BACKSPLASH N/A GRANITE BACKSPLASH GRANITE BACKSPLASH LEVEL-1 GRANITE COUNTERTOP 204 LIVING ROOM ARMSTRONG-ARBORART-LVT GYPSUM PAINT PAINT PAINT N/A 205 205 BEDROOM DUPONT-SORONA-CPT GYPSUM PAINT PAINT PAINT PAINT 205 FULL-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT DALTILE-CT PAINT PAINT CULTURED MARBLE-COUNTERTOP 205 HALF-BATH AMERICAN OLEAN-SHADOW BAY-CT GYPSUM PAINT PAINT PAINT PAINT CULTURED MARBLE-COUNTERTOP GENERAL NOTES: 1. ALL WALL BASES TO BE 5 1/2" WOOD SPEED BASE, TYP. 2. ALL INTERIOR WOODEN DOORS TO BE PAINT GRADE WOOD. 3. ALL INTERIOR DOOR CASINGS TO BE PAINT GRADE, STAFFORD STYLE. 4. ALL INTERIOR BATHROOM WALLS RECIEVING TILE TO BE PAPERLESS BACKER BOARD. 5.DATE NO.REVISION6.14.16 1 Revised Window Types and Grade 1' - 0" 1' - 0"3' - 0"1' - 6"3' - 0"2' - 0"1' - 1 1/2"1' - 0"104104-1 2' - 2"2' - 11 1/2" 1 A-301 2' - 5"2' - 1"3' - 0"2' - 6"1' - 0" 3' - 6"4' - 1 3/4"1' - 0" AAA 3' - 0"2' - 0"1' - 6"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"2' - 0"3' - 6"1' - 6"3' - 0"3' - 0"2' - 9"3' - 0"1' - 6"3' - 0"3' - 0"2' - 9"2' - 6"2' - 0" 2' - 10 3/4"2' - 9"2' - 6"5' - 3" 1' - 0"1' - 6"3' - 0"3' - 0"3' - 0"1' - 3"2' - 6" 9"3' - 0"2' - 0" 2' - 3" 1' - 0"3' - 0"3' - 6"1' - 5 3/4"3' - 0"2' - 9" 3' - 6 1/4" 2' - 3" 2' - 11 1/4" 1' - 3"2' - 6"4' - 0"3' - 9 1/4" D AA3' - 0"1' - 6"3' - 0"2' - 9"3' - 0"1' - 0" 2' - 0"1' - 0"2' - 9"9 1/4"2' - 3" 103 1 A-301 1' - 9" 1' - 9"2' - 0" 3' - 0"2' - 6"2' - 9"3' - 0"3' - 0"2' - 9"2' - 6"2' - 0"3' - 0" 3' - 0"2' - 0"1' - 6"3' - 0 1/2"2' - 0 1/2"1' - 0"1' - 10"2' - 6" 2' - 0 1/2" 2' - 6" 1' - 0"3' - 0"1' - 6"3' - 0"3' - 11 3/4" A AA 1 A-301 2' - 1"3' - 0"3' - 0"1' - 6" 3' - 0"3' - 0"2' - 0"9 1/4"3' - 0"2' - 6" 105 2' - 5"3' - 0"2' - 9"1' - 6"1' - 6"2' - 0"1' - 0" 3' - 0"3' - 6"1' - 6"3' - 0"A A A 2' - 0"2' - 0" 1' - 0"2' - 0"2' - 0"2' - 0"3' - 0"1' - 0" 1' - 0 1/4" 3' - 0" 2' - 6"2' - 5"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' - 11 3/4" 1' - 6"1' - 6"2' - 0 1/2"2' - 6"2' - 8"3' - 3 3/4"3' - 6"1' - 6"3' - 0"1' - 3"2' - 6"3' - 0"3' - 3"2' - 6" 2' - 3"2' - 6"2' - 5 3/4"3' - 0"3' - 3"7' - 6"2' - 0" 3' - 0" 2' - 0"2' - 6"1' - 4"3' - 0" 3' - 0"3' - 0"2' - 6"1' - 4" 1' - 0" 3' - 0"2' - 3"2' - 3" 2' - 11 3/4"2' - 6"3' - 0"2' - 1"2' - 5"109109-4 2' - 0"1' - 9"2' - 6"2' - 3" 2' - 6"2' - 6"3' - 0"1' - 6"5' - 11 1/2"AAA 1' - 6"3' - 3"3' - 0"1' - 6"3' - 0"1' - 0"2' - 6" 3' - 0"1' - 9"2' - 6"3' - 6" AAAA 1' - 6" 1' - 8"3' - 0"1' - 6"3' - 0"1' - 0" 8" 5' - 9 3/4"1' - 10" 2' - 3"2' - 6"1' - 8"3' - 9 3/4" D 1' - 6"2' - 11 1/2"3' - 0"3' - 0" 2' - 3" 3' - 0" 1' - 11 1/2"1' - 0"3' - 3"2' - 0"3' - 0"3' - 0"3' - 0"3' - 0"1' - 6"2' - 0"1' - 0"3' - 0"1' - 6" AA 1' - 9"3' - 0"1' - 6"3' - 0"2' - 0"1' - 7"3' - 0"101 101-3101-2 3' - 0"1' - 10 1/2"2' - 6"3' - 2"2' - 0" 1' - 3"2' - 0"1' - 9"2' - 6" 1' - 10"3' - 6"1' - 6"3' - 0"1' - 3" 2' - 0"1' - 8" 2' - 9 3/4" 3' - 0"3' - 6"3' - 0"102102-3 102-21' - 6 1/4"3' - 0" 1' - 0" 2' - 3"1' - 6"3' - 0"2' - 5"2' - 1"3' - 0"AAA 3' - 0" 1' - 9" 2' - 6" 1' - 3"2' - 6"1' - 9"2' - 0"1' - 0 1/2" 1' - 3"DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/4" = 1'-0"A-800 201432GARDEN LEVEL & FIRST FLOORELEVATIONS06/27/16HMCCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/4" = 1'-0"9 CONDO 104 - NORTH ELEVATION 1/4" = 1'-0"20 CONDO 109 - NORTH ELEVATION 1/4" = 1'-0"16 CONDO 107 - EAST ELEVATION 1/4" = 1'-0"18 CONDO 108 - EAST ELEVATION 1/4" = 1'-0"21 CONDO 109 - EAST ELEVATION 1/4" = 1'-0"23 CONDO 110 - EAST ELEVATION 1/4" = 1'-0"25 CONDO 111 - EAST ELEVATION 1/4" = 1'-0"7 CONDO 103- SOUTH ELEVATION 1/4" = 1'-0"8 CONDO 103- WEST ELEVATION 1/4" = 1'-0"10 CONDO 104 - SOUTH ELEVATION 1/4" = 1'-0"12 CONDO 105 - SOUTH ELEVATION 1/4" = 1'-0"14 CONDO 106 - SOUTH ELEVATION 1/4" = 1'-0"17 CONDO 107 - SOUTH ELEVATION 1/4" = 1'-0"11 CONDO 104 - WEST ELEVATION 1/4" = 1'-0"13 CONDO 105 - WEST ELEVATION 1/4" = 1'-0"15 CONDO 106 - WEST ELEVATION 1/4" = 1'-0"22 CONDO 109 - SOUTH ELEVATION 1/4" = 1'-0"19 CONDO 108 -SOUTH ELEVATION 1/4" = 1'-0"24 CONDO 110 - SOUTH ELEVATION 1/4" = 1'-0"26 CONDO 111- SOUTH ELEVATION 1/4" = 1'-0"27 CONDO 111- WEST ELEVATION 1/4" = 1'-0"1 CONDO 101- NORTH ELEVATON 1/4" = 1'-0"2 CONDO 101 - SOUTH ELEVATION 1/4" = 1'-0"3 CONDO 101 - WEST ELEVATION 1/4" = 1'-0"4 CONDO 102 - NORTH ELEVATION 1/4" = 1'-0"5 CONDO 102 - SOUTH ELEVATION 1/4" = 1'-0"6 CONDO 102 - WEST ELEVATION DATE NO.REVISION6.14.16 1 Revised Window Types and Grade 1' - 6"6' - 0"4' - 6" 2' - 11 1/2"1' - 0"2' - 0"6' - 0" 2' - 0" 2' - 6" 1' - 6" 2' - 0" 4' - 0 1/4" AAA 1 A-301 2' - 0" 1' - 0" 3' - 0"3' - 0" 1' - 7 1/2"3' - 0"1' - 7"2' - 11"201 201-4201-3201-1 201-2 1 A-301 2' - 1" 2' - 6"1' - 0"3' - 2 1/4"3' - 0"1' - 6"3' - 0"2' - 0"4' - 6 3/4"2' - 2" 3' - 6" A A A A 1 A-301 3' - 0" 2' - 5 1/2" 2' - 3" 3' - 0"3' - 8"3' - 0 1/2"3' - 0"2' - 1"2' - 5"203 7' - 6"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" 203-1 3' - 0"1' - 6"3' - 0"3' - 1 1/4" 1' - 0"3' - 0" 1' - 6 3/4" 204 204-3204-2 3' - 0"1' - 6"3' - 0"2' - 0"1' - 0" 1' - 5"3' - 0"3' - 2 3/4" 1' - 0" 9" 2' - 0" A A 1' - 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"1' - 6"6' - 0"2' - 0"3' - 10 1/2"2' - 0"2' - 6" 2' - 0" 2' - 0"2' - 6"2' - 0 1/2"2' - 9"3' - 0 1/2" AAAA 206-2 206 3' - 0"1' - 6"3' - 0"2' - 0" 3' - 1"2' - 3"3' - 1 3/4"3' - 0" 3' - 0" 2' - 2"2' - 5" 1' - 10" 2' - 0" 1' - 0" 3' - 1 3/4"206-3 1' - 9" 2' - 6" 1' - 9"2' - 6"2' - 2 1/2" 3' - 0" 2' - 4" 2' - 7 1/2"1' - 11 1/4" 3' - 0"3' - 9"3' - 1"3' - 0"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"A11 3' - 6"2' - 10"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"207 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' - 11 3/4"3' - 0"1' - 6"3' - 0"A A A A 2' - 0" 2' - 6"4' - 0 3/4"1' - 6"2' - 0"3' - 0"3' - 0"2' - 0" 3' - 0 1/2"1' - 0"3' - 6"2' - 6"2' - 0"1' - 6"1 A-301 3' - 0"1' - 6"3' - 0"6' - 0"2' - 7 1/2" 2' - 0"4' - 6"3' - 0 1/2"301 301-3301-2301-1 1 A-301 2' - 0" 2' - 6" 2' - 11"2' - 0 1/2"3' - 0"1' - 6"3' - 0"1' - 11"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' - 0"1' - 6"3' - 0"AA 3' - 0"1' - 6"3' - 0"1' - 0" 3' - 2 3/4"2' - 6" 2' - 1" 3' - 2"1' - 0"2' - 6"2' - 0 3/4" 303 2' - 5"2' - 1"3' - 0"3' - 8"3' - 0 1/2"3' - 0" 3' - 0" 2' - 5 1/2" 2' - 3" 303-1 2' - 0 1/2" 2' - 6"2' - 1" 1' - 8" 2' - 5" 2' - 3"3' - 10"3' - 4"2' - 6" 9" 2' - 0"3' - 0"1' - 6"3' - 0"1' - 1 1/4"2' - 0" 1' - 5 3/4"3' - 0"3' - 2 3/4" A A 1' - 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" AAAAA 3' - 0"1' - 6"3' - 0"2' - 0"2' - 9" 1' - 0" 2' - 0" 2' - 0" 3' - 10 1/2"2' - 6" 2' - 0" 2' - 0 1/2"2' - 6"2' - 0" 2' - 11 3/4"2' - 4" 2' - 7 1/2" 1' - 11"3' - 0"1' - 6"3' - 0"3' - 0"3' - 9"3' - 1"6"306-2 306 3' - 0" 2' - 2"2' - 5" 1' - 10" 2' - 0 1/2" 3' - 1 3/4"2' - 3"3' - 1"3' - 0"3' - 0"1' - 6"3' - 0"306-3 1' - 10 1/4"3' - 3"2' - 6" 1' - 9" 1' - 9"2' - 6"2' - 2"2' - 10 3/4"6' - 0"DA A 1' - 6 1/4"2' - 11 3/4"1' - 0" 2' - 3" 1' - 11 1/4"3' - 7 1/4" 2' - 9" 3' - 9 1/2"1' - 3"2' - 6"4' - 0" D 1' - 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: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGN 1/4" = 1'-0"A-801 201432SECOND & THIRD FLOORELEVATIONS06/27/16HMCCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MA 1/4" = 1'-0"28 CONDO 201 - NORTH ELEVATION 1/4" = 1'-0"29 CONDO 201 - SOUTH ELEVATION 1/4" = 1'-0"30 CONDO 202 - SOUTH ELEVATION 1/4" = 1'-0"31 CONDO 203 - SOUTH ELEVATION 1/4" = 1'-0"32 CONDO 203 - WEST ELEVATION 1/4" = 1'-0"33 CONDO 204 - NORTH ELEVATION 1/4" = 1'-0"34 CONDO 204 - SOUTH ELEVATION 1/4" = 1'-0"35 CONDO 204 - WEST ELEVATION 1/4" = 1'-0"36 CONDO 205 - NORTH ELEVATION 1/4" = 1'-0"38 CONDO 206 - NORTH ELEVATION 1/4" = 1'-0"39 CONDO 206 - EAST ELEVATION 1/4" = 1'-0"37 CONDO 205 - WEST ELEVATION 1/4" = 1'-0"40 CONDO 207 - EAST ELEVATION 1/4" = 1'-0"41 CONDO 207 - SOUTH ELEVATION 1/4" = 1'-0"42 CONDO 207 - WEST ELEVATION 1/4" = 1'-0"1 CONDO 301 - NORTH ELEVATION 1/4" = 1'-0"2 CONDO 301 - SOUTH ELEVATION 1/4" = 1'-0"3 CONDO 301 - EAST ELEVATION 1/4" = 1'-0"5 CONDO 302 - EAST ELEVATION 1/4" = 1'-0"6 CONDO 302 - SOUTH ELEVATION 1/4" = 1'-0"7 CONDO 303 - SOUTH ELEVATION 1/4" = 1'-0"8 CONDO 303 - WEST ELEVATION 1/4" = 1'-0"10 CONDO 304 - SOUTH ELEVATION 1/4" = 1'-0"11 CONDO 304 - WEST ELEVATION 1/4" = 1'-0"12 CONDO 305 - NORTH ELEVATION 1/4" = 1'-0"13 CONDO 305 - WEST ELEVATION 1/4" = 1'-0"14 CONDO 306 - NORTH ELEVATION 1/4" = 1'-0"15 CONDO 306 - EAST ELEVATION 1/4" = 1'-0"16 CONDO 307 - EAST ELEVATION 1/4" = 1'-0"17 CONDO 307 - SOUTH ELEVATION 1/4" = 1'-0"18 CONDO 307 - WEST ELEVATION DATE NO.REVISION6.14.16 1 Revised Window Types and Grade 1 HOUR RATED CEILING 2 HOUR RATED CEILING 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 HOUR RATED CEILING 2 HOUR RATED CEILING 8 A-900 8' - 0" 8' - 0" 8' - 0" 8' - 0"R 0' - 3"9 A-900 AREA OF RAISED CEILING AREA OF RAISED CEILING AREA OF RAISED CEILING AREA OF RAISED CEILING AREA OF RAISED CEILING AREA OF RAISED CEILING POTENTIAL LIGHT WELL POTENTIAL LIGHT WELL 1 HR. FLOOR/CL'G ASSEMBLY: 5" REINF. CONC. SLAB, OVER 1 1/2" MTL. DECK, OVER STL. FRAMING SYSTEM, OVER 3 5/8" LIGHT GA. STL. JOISTS AT 16" O.C., MAX., OVER(2) LAYERS 5/8" TYPE "X" GWB. 2 HR. RATED STAIR SOFFIT CEILING ASSEMBLY. NER- 258: PTD. 2 LAYERS 1/2" TYPE "X" GYP BD. OVER MTL. STUD FRAMING 24" O.C. MAX, OVER 1" TYPE "X" LINER PANELS TYP. 1 HR. RATED CEILING ASSEMBLY. NER-258: PTD. 1 LAYER 1/2" TYPE "X" GYP BD. OVER MTL. STUD FRAMING 24" O.C. MAX, OVER 1" TYPE "X" LINER PANELS TYP. EXISTING STEEL BEAMS ENCASED IN GYP. BD COFFERED SECTION OF CEILING SEE RCP FOR DIMS.GYP. BD. CEILING@ 8'-0" A.F.F.GYP. BD. CEILING@ 8'-0" A.F.F.9 A-900 5/8" X RATED GYP. BD. OVER 3 5/8" STL. STUD CEILING LEGEND: = GYPSUM CEILING = 1 HR RATED CEILING = 2 HR RATED CEILING = ACT COMPOUND CEILING = 6" RECESSED CAN = PENDANT LIGHT = WALL SCONCE = CEILING LIGHT 8 A-900 EXISTING STEEL BEAMS ENCASED IN GYP. BD, TYP. COFFERED SECTION OF CEILING SEE RCP FOR DIMS.GYP. BD. CEILING@ 8'-0" A.F.F.GYP. BD. CEILING@ 8'-0" A.F.F.5/8" X RATED GYP. BD. OVER 3 5/8" STL. STUD DATE:DRAWN BY:SCALE:CHECKED BY:PROJECT NO: c Caolo & Bieniek Associates, Inc. 2016(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNAs indicatedA-900 201432REFLECTED CEILING PLANS06/27/16HMCCAETHE COLUMNS ATROCKWELL PLACE30 VILLIAGE HILL,NORTHAMPTON, MAAS INDICATED 1/8" = 1'-0"1 GARDEN LEVEL RCP 1/8" = 1'-0"2 FIRST FLOOR RCP 1/8" = 1'-0"3 SECOND FLOOR RCP 1/8" = 1'-0"4 THIRD FLOOR RCP 1" = 1'-0"5 2 HOUR RATED CEILING ASSEMBLY 1" = 1'-0"6 2 HOUR RATED CEILING 1" = 1'-0"7 1 HOUR RATED CEILING 1/2" = 1'-0"8 3RD FLOOR COFFERED CEILING SHORT SECTION DETAIL 1/4" = 1'-0" CEILING LEGEND 1/2" = 1'-0"9 3RD FLOOR COFFERED CEILING LONG SECTION DETAIL DATE NO.REVISION6.14.16 1 Revised Window Types and Grade FOUNDATION PLAN SCALE: 1/8" = 1'-0" 4" CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 W.W.F. (FIN. FL. EL. = 205'-2") 12 S2.1 1'-0" (T.O.W. EL. = 204'-6") 1'-3" THICK (B.O.F. EL. = 197'-11") CJ CJ CJCJCJCJ CJ NOTES: 1.) (E) INDICATES EXISTING, OTHERWISE NEW. 2.) FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. 3.) VERIFY ALL NEW DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS AND ARCHITECT. 4.) T.O.W. INDICATES TOP OF WALL. 5.) T.O.P. INDICATES TOP OF PIER. 6.) B.O.F. INDICATES BOTTOM OF FOOTING. 7.) CJ INDICATES CONTROL JOINT. 8.) (P#) INDICATES PIER REFERENCE. 9.) (BP-#) INDICATES BASE PLATE REFERENCE. 3'-0" (B.O.F. EL. = 197'-7"+/-) 10" REINF. CMU SHEAR WALL (SEE "SECOND FLOOR FRAMING PLAN" FOR ADD'L INFO.) - TYP.CJAT LOC's OF HORIZ. REINF., DRILL & FILL (E) CONC. W/ HILTI HY-200 ADHESIVE, 6" MIN. EMBED. (TYP.) SIM. 5'-0"x5'-0"x4'-0" CONC. FTG. REINF. W/ (8) #8's E.W. T&B (T.O.P. EL. = 204'-6") (P1) (B.O.F. EL. = 197'-7"+/-) FTG. TO INCLUDE #5 VERT. DOWELS W/ 6" HOOK @ 12" o.c. ALONG PERIMETER OF FTG. (DRILL & FILL DOWELS INTO EXIST. CONC. SLAB W/ HILTI HY-200 ADHESIVE, 3" MIN. EMBED.) - TYP. OF 4 COL. FTG's DOWEL ALL HORIZ. FTG. REINF. INTO (E) FDN. WALL W/ HILTI HY-200 ADHESIVE, 8" MIN. EMBED. (TYP. OF 4 COL. FTG's) 5'-0"x5'-0"x4'-0" CONC. FTG. REINF. W/ (8) #8's E.W. T&B (B.O.F. EL. = 197'-7"+/-) (BP-2) 15 S2.1 3'-0" WIDE FTG. (B.O.F. EL. = 203'-2") - TYP. OF 3 LOC's BETWEEN (E) FTG's 3'-0" (B.O.F. EL. = 197'-7"+/-) 3'-0" (B.O.F. EL. = 197'-7"+/-) 3'-0" WIDE FTG. (B.O.F. EL. = 203'-2") - TYP. OF 3 LOC's BETWEEN (E) FTG's 4" CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 W.W.F. (FIN. FL. EL. = 204'-2") 3'-0" (B.O.F. EL. = 197'-7"+/-) 4" CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 W.W.F. (FIN. FL. EL. = 204'-2") 2'-6"x2'-6"x1'-0" CONC. FTG. REINF. W/ (4) #5's E.W. (BP-3) (B.O.F. EL. = 203'-6") - TYP. OF 3 LOC's SAWCUT (E) SLAB AS REQ'D (TYP.) 2'-6"x2'-6"x1'-0" CONC. FTG. REINF. W/ (4) #5's E.W. (BP-3) (B.O.F. EL. = 202'-6") - TYP. OF 3 LOC's 12 S2.1 12 S2.1 12 S2.1 12 S2.1 12 S2.1 13 S2.1 13 S2.1 13 S2.1 13 S2.1 4" CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 W.W.F. (FIN. FL. EL. = 205'-2") 4" CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 W.W.F. (FIN. FL. EL. = 202'-10") 14 S2.1 15 S2.1 16 S2.1 17 S2.2 16 S2.1 16 S2.1 8'-4"7'-1034"7'-934"8'-11"4'-1038"15'-434"4'-0"11'-0"1'-514"17 S2.2 CJCJCJCJCJCJCJCJCJCJCJCJCJCJCJ CJ 3'-0" (B.O.F. EL. = 197'-7"+/-)STAIRDOWN8" REINF. CMU WALL TO TOP OF FOOTING 19 S2.2 18 S2.2 20 S2.2 17 S2.2 3'-0" (B.O.F. EL. = 201'-6") 21 S2.2SIM. 21 S2.2 FIN. FL. EL. = 202'-10" FIN. FL. EL. = 205'-2" FIN. FL. EL. = 205'-2" FIN. FL. EL. = 204'-2" FIN. FL. EL. = 205'-2" FIN. FL. EL. = 204'-2" SIM.3'-8"2'-758"1'-0" (T.O.W. EL. = 202'-2") STEP T.O.W. FIRST FLOOR FRAMING PLAN SCALE: 1/8" = 1'-0"W6x12(2) L4x3-1/2x5/16 (LLV) - 8" BEARING EA. END CONC. FILLED METAL PAN STAIR & LANDING (BY OTHERS)W6x12W6x121'-0" 1'-0" CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 W.W.F. ON 1-1/2" 20ga. B-LOK COMPOSITE GALV. METAL DECK (4-1/2" TOTAL THICK.) - FIN. FL. EL. = 214'-2" BEAM POCKET (TYP.) SPIRAL STAIR (BY OTHERS)W6x16SPIRAL STAIR (BY OTHERS) BEAM POCKET (TYP.) W6x25 10" REINF. CMU WALL 10" REINF. CMU WALL 10" REINF. CMU BEARING WALL W6x12 CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 W.W.F. ON 1-1/2" 20ga. B-LOK COMPOSITE GALV. METAL DECK (4-1/2" TOTAL THICK.) - FIN. FL. EL. = 214'-2") TEMP. SHORING (TYP.)10" REINF. CMU WALL INFILL (E) OPENING W/ REINF. CMU (MATCH EXIST. WALL THICK.) INFILL (E) OPENING W/ REINF. CMU (MATCH EXIST. WALL THICK.) (1) L5x3-1/2x3/8 (LLV) PER 4" MASONRY (8" MIN. BEARING EA. END) (1) GALV. L4x3-1/2x5/16 (LLV) PER 4" MASONRY (8" MIN. BEARING EA. END) (2) L4x3-1/2x5/16 (LLV) - 8" BEARING EA. END 1 S2.1 2 S2.1 4 S2.1 7 S2.1 3 S2.1 7 S2.1 4 S2.1 3 S2.1 7 S2.1 4 S2.1 3 S2.1 4 S2.1 10 S2.1 3 S2.1 9 S2.1 NOTES: 1.) (E) INDICATES EXISTING, OTHERWISE NEW. 2.) FIELD VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. 3.) VERIFY ALL NEW DIMENSIONS AND ELEVATIONS WITH EXISTING CONDITIONS AND ARCHITECT. 4.) TOP OF STEEL ELEVATION FOR NEW MEMBERS = 213'-9 1/2" UNLESS OTHERWISE NOTED. 5.) INDICATES 8" REINFORCED CMU UNLESS OTHERWISE NOTED. 6.) INDICATES MOMENT CONNECTION. 7.) THE EXISTING STEEL COLUMNS DO NOT CONTINUE DOWN TO THE BASEMENT LEVEL. THE EXISTING STEEL COLUMNS TERMINATE JUST BELOW THE FIRST FLOOR FRAMING AND ARE SUPPORTED BY EXISTING 12"x12" OR 16"x16" BRICK PIERS. GROUT THE EXISTING COLUMN BASE PLATES TIGHT TO THE TOP OF THE EXISTING BRICK PIERS. BEAM POCKET (TYP.) (1) GALV. L4x3-1/2x5/16 (LLV) PER 4" MASONRY (8" MIN. BEARING EA. END) TEMP. SHORING (TYP.) (1) GALV. L4x3-1/2x5/16 (LLV) PER 4" MASONRY (8" MIN. BEARING EA. END) TEMP. SHORING (1) GALV. L4x3-1/2x5/16 (LLV) PER 4" MASONRY (8" MIN. BEARING EA. END) TEMP. SHORINGTEMP. SHORING(1) GALV. L4x3-1/2x5/16 (LLV) PER 4" MASONRY (8" MIN. BEARING EA. END) TEMP. SHORING W8x18 + 3/8" CONT. PL. (GALV.) - 12" BEARING EA. END TEMP. SHORING W8x18 + 3/8" CONT. PL. (GALV.) - 12" BEARING EA. END TEMP. SHORING TEMP. SHORING (1) GALV. L5x3-1/2x5/16 (LLV) PER 4" MASONRY (8" MIN. BEARING EA. END) (1) GALV. L4x3-1/2x5/16 (LLV) PER 4" MASONRY (8" MIN. BEARING EA. END) TEMP. SHORING W14x68W14x68 COLUMN W14x68 COLUMN W14x68 COLUMNW14x68W14x68 COLUMN(1) L4x3-1/2x5/16 (LLV) PER 4" MASONRY (8" MIN. BEARING EA. END)W6x12 W6x16W6x12 W6x16W6x12 W6x16W6x12 10" REINF. CMU BEARING WALL SPIRAL STAIR (BY OTHERS)W6x16W6x16TEMP. SHORING (TYP.) W6x12 3"Ø SCH. 40 COLUMNW6x16W6x16W6x16 W6x12 W6x12 3"Ø SCH. 40 COLUMNW6x16W6x16 W6x12 3"Ø SCH. 40 COLUMNW6x16W6x16 W6x12 3"Ø SCH. 40 COLUMN W6x12 3"Ø SCH. 40 COLUMN W6x12 3"Ø SCH. 40 COLUMN W6x12 W6x16TYP. 7 S2.1 TYP. TYP. TYP.7 S2.1 WOOD FRAMED STAIR WOOD FRAMED STAIR WOOD FRAMED STAIR WOOD FRAMED STAIR WOOD FRAMED STAIR TEMP. SHORING (TYP.)W6x16BEAM POCKET (TYP.) BEAM POCKET (TYP.) CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 W.W.F. ON 1-1/2" 20ga. B-LOK COMPOSITE GALV. METAL DECK (4-1/2" TOTAL THICK.) - FIN. FL. EL. = 214'-2" CONC. FILLED METAL PAN STAIRS (BY OTHERS) 1'-0"1'-0" W6x16 W6x16 6"W6x16CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 W.W.F. ON 1-1/2" 20ga. B-LOK COMPOSITE GALV. METAL DECK (4-1/2" TOTAL THICK.) - FIN. FL. EL. = 211'-10" - T.O.S. EL. = 211'-5 1/2"W6x161'-0"W6x16W6x166"TYP. W6x25 W6x25 11 S2.1 8 S2.1 3 S2.1 4 S2.1 3 S2.1 4 S2.1 3 S2.1 4 S2.1 6 S2.1 W6x16W6x165 S2.1 3 S2.1 3 S2.1 3 S2.1 4 S2.1 3 S2.1 4 S2.1 (2) L4x3-1/2x5/16 (LLV) - 8" BEARING EA. END DATE:DRAWN BY:SCALE: CHECKED BY: PROJECT NO: c Caolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNDATE NO. REVISION-6(Johnson Structural Engineering, Inc.101 Huntoon Memorial Highway (Rt. 56)Rochdale, Massachusetts 01542phone: (508) 892-4884 fax: (508) 892-0477 8" REINF. CMU (SEE TYPICAL DETAIL FOR REINF. INFO.) FIN. FL. EL. = 205'-2" VAPOR BARRIER 4" CONC. SLAB REINF. W/ 6x6 - W2.9xW2.9 W.W.F. (TYP.) 12" MIN. COMPACTED STRUCTURAL FILL BACKFILL W/ COMPACTED STRUCTURAL FILL OR FLOWABLE FILL (5) CONT. #5's T&B #5 @ 12" o.c. T&B 1'-4"#4x24" LONG @ 16" o.c. (DRILL & FILL FULLY GROUTED CMU W/ HILTI HY-200 ADHESIVE, 6" MIN. EMBED.) #5 DOWEL W/ 6" HOOK @ 12" o.c. (DRILL & FILL EXIST. CONC. W/ HILTI HY-200 ADHESIVE, 3" MIN. EMBED.) - TYP. 3'-0" SECTION SCALE: = 1'-0" 17 S1.1 3/4" DRILL & FILL CONC. W/ HILTI HY-200 ADHESIVE, 12" MIN. EMBED. FIN. FL. EL. = 202'-10" #4x24" LONG @ 16" o.c. (DRILL & FILL FULLY GROUTED CMU W/ HILTI HY-200 ADHESIVE, 6" MIN. EMBED.) PORTION OF 8" REINF. CMU BELOW SLAB TO BE FULLY GROUTED VAPOR BARRIER 12" MIN. COMPACTED STRUCTURAL FILL BACKFILL W/ COMPACTED STRUCTURAL FILL OR FLOWABLE FILL NOTE: COORDINATE STAIR RISE/RUN WITH THE ARCHITECT. SECTION SCALE: = 1'-0" 18 S1.1 3/4" #5 @ 12" o.c. E.W., E.F. 4" CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 W.W.F. VAPOR BARRIER 8" (3) #5's, CONT. 2'-6"1'-0"2'-6" 12" MIN. COMPACTED STRUCTURAL FILL 11" #4 BENT DOWEL (24"x24") @ 12" o.c. BACKFILL W/ COMPACTED STRUCTURAL FILL OR FLOWABLE FILL 11" B.O.F. EL. = 201'-6" FIN. FL. EL. = 202'-10" T.O.W. EL. = 204'-6" FIN. FL. EL. = 205'-2" 4" CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 W.W.F. VAPOR BARRIER 12" MIN. COMPACTED STRUCTURAL FILL #4 DOWEL W/ ST'D HOOK @ 12" o.c. (DRILL & FILL SLAB W/ HILTI HY-200 ADHESIVE, 4" MIN. EMBED.) CONT. #4 @ NOSING (TYP.) #3 BENT @ 12" o.c. (TYP.) 1" (TYP.) CONT. #4 CONT. #4 #4 DOWEL W/ ST'D HOOK @ 12" o.c. (DRILL & FILL SLAB W/ HILTI HY-200 ADHESIVE, 3" MIN. EMBED.) 8" REINF. CMU (SEE TYPICAL DETAIL FOR REINF. INFO.)1'-3"1'-0"2'-0" (N.T.S.) #5 @ 12" o.c. E.W., T&B SUMP PIT (COORD. SIZE & LOC. W/ ELEV. MFR.) ADD'L #5 @ 12" o.c. E.W., BOT.6'-0"(COORD. W/ ELEV. MFR.)9'-1034" 7'-1034" (COORD. W/ ELEV. MFR.) FIN. FL. EL. = 202'-10" (MATCH EXIST.) B.O.F. EL. = 197'-11" DRILL & FILL EXIST. CONC. W/ HILTI HY-200 ADHESIVE, 6" MIN EMBED. BACKFILL W/ COMPACTED STRUCTURAL FILL OR FLOWABLE FILL SECTION SCALE: = 1'-0" 19 S1.1 3/4" 1'-0"1'-0" #4 (24"x24") BENT DOWEL @ 12" o.c.#5 @ 12" o.c.E.W., E.F.CONT. PVC WATERSTOP IN UPTURNED KEY (COORD. W/ ARCH.) 8" REINF. CMU (SEE TYPICAL DETAIL FOR REINF. INFO.) 4" CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 W.W.F. VAPOR BARRIER 12" MIN. COMPACTED STRUCTURAL FILL T.O.W. EL. = 202'-2"1'-3"1'-0"1'-0" #4 (24"x24") BENT DOWEL @ 12" o.c.#5 @ 12" o.c.E.W., E.F.CONT. PVC WATERSTOP IN UPTURNED KEY (COORD. W/ ARCH.) 8" REINF. CMU (SEE TYPICAL DETAIL FOR REINF. INFO.) 4" CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 W.W.F. VAPOR BARRIER 1'-0"1'-0" CONT. PVC WATERSTOP W/ UPTURNED KEY VAPOR BARRIER 4" CONC. SLAB REINF. W/ 6x6-W2.9xW2.9 W.W.F. #4 (24"x24") BENT DOWEL @ 12" o.c. 8" REINF. CMU (SEE TYPICAL DETAIL FOR REINF. INFO.)1'-3"#5 @ 12" o.c. E.W., T&B#5 @ 12" o.c.E.W., E.F.6'-0"(COORD. W/ ELEV. MFR.)12'-4" 8'-4" (COORD. W/ ELEV. MFR.) 12" MIN. COMPACTED SAND & GRAVEL 12" MIN. COMPACTED STRUCTURAL FILL FIN. FL. EL. = 205'-2" (MATCH EXIST.) T.O.W. EL. = 204'-6" B.O.F. EL. = 197'-11" BACKFILL W/ COMPACTED STRUCTURAL FILL OR FLOWABLE FILL SECTION SCALE: = 1'-0" 20 S1.1 3/4" SAWCUT (E) SLAB AS REQ'D (TYP.) 3"Ø STEEL PIPE COLUMN 4" CONC. SLAB REINF.W/ 6x6-W2.9xW2.9 W.W.F. 3/4" BASE PL. ON 1/4" LEVELING PL. ON 3/4" NON-SHRINK GROUT (4) 3/4"Øx12" LONG ANCHOR BOLTS (+3" HOOK) #4x24" LONG DOWEL @ 12" o.c. (DRILL & FILL EXIST. CONC. W/ HILTI HY-200 ADHESIVE, 6" MIN. EMBED.) - TYP. 4 SIDES 1'-0"2'-6" (4) #5's E.W. BOT.B.O.F. EL. = 203'-6" SECTION SCALE: = 1'-0" 21 S1.1 3/4" 12" MIN. COMPACTED STRUCTURAL FILL (TYP.) UNDISTURBED EARTH DATE:DRAWN BY:SCALE: CHECKED BY: PROJECT NO: c Caolo & Bieniek Associates, Inc. 2014(413) 594-2800 Fax (413) 594-2900 info@CBAarchitects.net521 East Street Chicopee, Massachusetts 01020-4161CAOLO & BIENIEK ASSOCIATES, INC.ARCHITECTURE PLANNING INTERIOR DESIGNDATE NO. REVISION-6(Johnson Structural Engineering, Inc.101 Huntoon Memorial Highway (Rt. 56)Rochdale, Massachusetts 01542phone: (508) 892-4884 fax: (508) 892-0477