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Servicenet Full Architectural 2017-03-02DIAGONAL 146'-5"DIAGONAL 145'-3"119'-3" EXIT SEPARATIONT1.1 Title Sheet and General NotesCIVILSHEET 1Existing ConditionsSHEET 2Site Layout PlanSHEET 3Site Grading PlanSHEET 4Site Drainage and Utilities PlanSHEET 5Construction DetailsSHEET 6Construction DetailsSHEET 7Erosion and Sediment Control PlanSHEET 8Erosion and Sediment Control PlanSHEET 9Tree Removal PlanL1Landscaping Trees and ShrubsL2Landscaping GroundcoversSTRUCTURALS001General NotesS002Schedules and DetailsS100Foundation PlanS101Second Floor Framing PlanS102Roof Framing PlanS200Foundation DetailsS300DetailsS400DetailsARCHITECTURALA1.1 First Floor Plan and Reflected Ceiling PlanA1.2 Second Floor Plan and Reflected Ceiling PlanA1.3 Roof Plan and DetailsA2.1 Exterior Elevations and WindowTypesA3.1 Building SectionA4.1 Wall SectionsA4.2 Wall SectionsA4.3 Wall SectionsA4.4 Wall SectionsA4.5 Wall SectionsA4.6 Wall SectionsA4.7 Exterior DetailsA5.1 NOT USEDA6.1 Folding Partition, Interior Elevations and DetailsA7.1 Enlarged Stair PlansA7.2 Stair SectionsA7.3 Stair Sections and DetailsA7.4 Elevator Plans and SectionsA8.1 Door and Frame Schedules1. Contractors shall verify all dimensions and take own measurements at the job sitebefore commencing any work. Advise architect of any errors or discrepancies.2. Work shall be performed in accordance with all applicable federal, state and localcodes.3. Contractors shall coordinate all work with other trades and installation of allequipment items or assemblies prior to commencing work. Notify architect of any errors,disprepencies or conflicts prior to continuing.4. Do not scale drawings if dimensions are in question. The contractor shall beresponsible for obtaining clarification from architect before continuing with construction.5. All contractors are to use complete sets of construction documents for biddingcoordination and construction. Subcontractors are not to assume that complete scopeof work is illustrated in individual trade drawings under any circumstances.6. Contractor shall consult and obtain permission from utility owners prior tocommencement of work and cooperate with owner and utility company in keepingrespective services and facilities in operation. Repair damaged utilities to satisfaction ofutilities, secure approval of connections to existing utilities from appropriate utilitycompany and local authorities prior to covering.7. Under no circumstance shall any trench required for utility connections, etc. outsidethe property line be without protective barricades nor be left open at the end of a day'swork.8. No open excavation shall be left open at the end of a day's work without adequateprotective barricades to assure public safety.9. Install and maintain adequate bracing and or shoring required to prevent filling in orcave-ins of adjacent materials at all times.10. Remove all water and disturbed soil from excavations prior to commencing furtherwork each day.11. Contractors shall not damage site beyond project limit lines. Any damage beyondproject lines shall be repaired immediately to owner's satisfaction.12. Contractor shall maintain structural integrity of project during construction throughbracing, guy wires, etc. See structural notes.13. Data on indicated subsurface conditions are not intended as representations orwarranties of accuracy or continuity between soil borings. It is expressly understoodthat the owner and/or architect will not be responsible for any interpretations orconclusions drawn therefrom by the contractor. Data are made available for theconvenience of the contractor. Additional test borings and other exploratory operationsmay be made by the contractor at no cost to the owner and/or architect.Typical General Notesin.insul.inchinsulationjointjntTypical AbbreviationsDrawing Number DesignationA1-11Wall Section DesignationElevation DesignationWall Elevation Designation4Building Section Designation312A1.1Partition Designation1Column Line DesignationDoor DesignationWindow DesignationHardwoodMasonryCompacted Structural FillSubgrade SoilRigid InsulationConcretew.w/widewithvinyl composition tileverticalverify in fieldVCTVert.VIFThresh.Typ.thresholdtypicalsheetsimilarsht.sim.R.D.reinf.req'd.rm.roof drainreinforcedrequiredroomquantityqty.prefabP-lam.Plywd.PTptdprefabricatedplastic laminateplywoodpressure treatedpaintedon centeroutside diameterO.C.O.D.No.nom.numbernominalmaximummedium densityoverlaymanufacturerminimummountedmetalmax.MDOMfr.min.mtd.mtl.h.hdwd.H.M.Hr.highhardwoodhollow metalhourgalvanizedgeneral contractorgypsum boardgypsum wall boardgalv.G.C.gyp. bdgwb.F.E.ff.fire extinguisherfinish faceeachelectricequalea.elec.eq.d.dia.D.S.deepdiameterdownspoutceramiccontrol jointcenter lineconcretecompressiblecontinouscerC.J.C.L.conc.comp.cont.bdbet.BF.bitbldg.btm.boardbetweenbarrier freebituminousbuildingbottomatadjustableabove finish flooraluminum@adj.AFFalumList of DrawingsTypical Drawing SymbolsPlywoodBuilding Code SummaryGeneral Contractor, Construction Manager800 . 965 . 6501RP MASIELLO INC.Amherst, Massachusetts 01002437 Main StreetREMARKSREVISIONSNO.DATEBYSHEET TITLEDATESCALENorthampton, MAVillage HillServiceNetArchitecture, Planning, Interior Design413 . 586 . 1600JUSTER POPE FRAZIERNorthampton, Massachusetts 0106082 North StreetDRAWN BYSHEET NO.CHECKED BYMARCH 2, 2017 SETAll design work c Juster Pope Frazier LLCCivil Engineer and Land SurveyWoodstock, CT 06281CMEPO Box 84932 Crabtree Lane 860 . 928 . 7848Structural EngineerCharlton, MA KPB Engineering211 Freeman Road508 . 667 . 41592017.03.021/8" = 1'-0"TITLE SHEETKevin ChrobakT1.1BUILDING CODES:2009 International Building Code with Massachusetts Amendments2009 Stretch Energy Code521 CMR Architectural Access BoardPROJECT DESCRIPTION:Construction of a new 2-story office building including offices, meeting spaces and employee cafe.USE GROUP: B Gross AreasFirst floor: 8,800 sfSecond floor: 8,800 sfALLOWABLE HEIGHT: 55' (Table 503)ACTUAL HEIGHT:27'ALLOWABLE AREA:(3) stories @ 23,000sf per floor (Table 503)ACTUAL AREA:(2) stories, 17,050 sf totalCONSTRUCTION TYPE: Type II-B (Table 602)No Fire-resistance ratings requiredFull sprinkler protection throughout building per 903.3.1.1Table 601 FIRE PROTECTION RATINGS:FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)PRIMARY STRUCTURAL FRAME: 0-HREXTERIOR BEARING WALLS: 0-HRINTERIOR BEARING WALLS: 0-HREXTERIOR NONBEARING WALLS: 0-HR (X>30')INTERIOR NONBEARING WALLS: 0-HRFLOOR CONSTRUCTION: 0-HRROOF CONSTRUCTION: 0-HRFIRE SEPARATION ASSEMBLIES:EXITS1-HR FIRE BARRIER (1023.3)SHAFTS1-HR FIRE BARRIER (< 4 ST - 708.4)ELEVATOR SHAFT2-HR FIRE BARRIER (< 4 ST - 708.4)ELEVATOR MACHINE RM.2-HR FIRE BARRIER ( )CORRIDORS0-HR FIRE PARTITION (TABLE 1018.1)OPENING PROTECTIVES (Table 705.8): No limit to exterior wall openings > 30' to interior lot line and centerline of street708 SHAFT ENCLOSURES708.1: Shaft enclosures constructed in accordance with Section 712:712: Horizontal assemblies712.1: Non-rated floor and ceiling assemblies comply with 713.4.2713.4.2: Penetrations of non-rated floor and ceiling assemblies comply with 708708.2, Exception 4: Shaft enclosure not required for ducts protected per 716.6716.6: Non-rated floors1. Shaft enclosure per Section 708 OR2. Duct connecting not more than two stories no shaft required if the annular space around the penetratingduct is fire-stopped708.11.3: Enclosure at bottom: Shafts that do not extend to bottom of building: protect with fire dampers at lowest floorlevel in shaft 708.12: Enclosure at top: extend shaft to roof deck708.14.1: Elevator Lobbies: not required for less than 4 stories1004 OCCUPANT LOAD: Office @ 100sf/person (Table 1004.1.1)First floor: 8,800 / 100 = 88 peopleSecond floor: 8,800 / 100 = 88 peopleMEANS OF EGRESS1005 EGRESS WIDTH: 1st and 2nd floor Stairways: Stairs 0.30" per occupant min88 people per floor = 44 per stairStairs: 44 x 0.3 = 14" required, 44" providedStair Egress Doors: Doors 0.20" per occupant min88 people per floor = 44 per stairDoors 44 x 0.2 = 9" required, 36" provided min.1st Floor Egress Doors: Doors 0.20" per occupant minDoors 88 x 0.2 = 17.6" required, 36" provided min.1007.1: (2) Accessible means of egress required1007.2: (2) Interior exterior stairways complying with section 1007.3 + 10221007.2.1: Accessible elevator not required: < 4 stories above level of exit discharge1007.3 Accessible Means of Egress, StairwaysException2: 48" Clear width not required with automatic sprinklers per 903.3.1.1 or 903.3.1.2Exception3: Area of Refuge not required with automatic sprinklers per 903.3.1.1 or 903.3.1.21008.1.9.4, Exception2 Bolt Locks: Manually operated bolt locks allowed at storage and mechanical rooms.1008.1.9.10, Exception3 Stairway Locks: Stairways serving not more than 4 stories, Doors permitted to be locked fromthe side opposite the egress side provided they are always operable from the egress side and the opposite sidecan be unlocked by a signal from a fire command center or a signal by emergency personnel from a single locationinside the main entrance of the building1009.1 Stairway Width: not less than 44"1009.4.2 Riser Height and Tread Depth: Risers between 4" - 7" , Treads 11"1009.5 Stairway Landings: not less than width of stair served1012.2 Handrail Height: between 34" - 38"1012.3.1 Handrail Graspability: Type I between 1-1/4" - 2" diameter1012.4 Handrail Continuity: handrail gripping to be continuous1012.6 Handrail Extensions: extend 12" beyond top riser, continue slope the depth of one tread beyond bottom riser,handrails continuous return ends to walls1012.8 Handrail Projections: projections into required width at each handrail shall not exceed 4-1/2"1013.2 Guard Height: 42" high min. where required1013.2 Guard openings will not allow passage of a 4" diameter sphere1014.3 Common path of egress travel 75' max.: Exception1: Group B 100' max. with automatic sprinklers per 903.3.1.11015.2.1 Remoteness Exception 2: Where a building is equipped throughout with an automatic sprinklers per 903.3.1.1,the exit separation distance shall not be less than 13 the diagonal distance of the area served.Table 1015.1 Spaces with one exit:Group B with Occupant Load < 501016.1, Exception 3 Exit Access: up to 50 percent of exits permitted to use unenclosed exit access stairways when connecting a maximum of 2 stories and interconnecting stories not open to other storiesTable 1016.1 Exit Access Travel Distance with sprinklers:Group B Allowable 300'/ Actual 150'1017.2 Aisles in Group B = 36" min.Table 1021.1 Minimum Number of Exits: Occupant Load per story < 501 = 2 exits per story1022.6 Non Rated & Unprotected openings in exterior walls if exposed to other parts of building @ 180 degrees or morewalls not rated.2009 IECC with Massachusetts Amendments501.2 PRESCRIPTIVE APPROACH FOR BUILDINGSBETWEEN 5,000 SF + 100,000 SFPRESCRIPTIVE APPROACH REQUIREMENTS:Compliance with 502 Building Envelope503 Mechanical Systems504 Service Water Heater505 Electrical Power and Lighting507 Alternative Prescriptive Compliance PackagesCompliance with 507.2.2 Reduced Lighting Power Density is the selected prescriptive compliance optionTable 502.1.2Walls Metal Framed: U=0.064 requiredProvided:U = 0.056, 3" Rigid Insulation R=18Table 502.2Roof Insulation entirely above deck: R=25 requiredProvided:R=30, 5" Rigid Insulation minimumUnheated slab on grade: R=10 for 24" below required502.3.1.Vertical Fenestration< 40% of above grade wall area502.3 Fenestration:Curtain wall/Storefront: U=0.42 requiredEntrance Door: U=0.80 requiredSHGC=0.40 required502.4.0 Air Barriers:Max. air permeability: 0.004 CFM/sqft @ 75paAll connections sealed502.4.2 Air Leakage-Curtain wall/Storefront: 0.06 CFM/sqft tested per ASTM E283Commercial Glazed Entrances: 1.00 CFM/sqfttested per ASTM E283502.4.7 VestibulesHeated Vestibules: 7' min. depth required at building entrances, not required at non entrancedoors502.5 Class I or II Vapor Retarders required on wallsStretch Energy CodeFIRST FLOOR PLAN:SECOND FLOOR PLAN:Egress PathRated Enclosure1HR STAIR2HRELEVSHAFT2HRELEVMACH.RM.1HR STAIR1HR STAIR2HRELEVSHAFT1HR STAIR1HR SHAFT1HR SHAFTEXITEXITEXITEXITEXITEXITEXIT FP +WATER108ORIENTATION11160'-0"10'-8"4'-8"10'-8"7'-0"5'-4"4'-8" 60'-0" 26'-0"9'-0"3'-4"4'-8"3'-4"3'-4"3'-4"3'-4"10'-0"10'-0"158'-0"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-0"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-0"11'-4"3'-8"3'-4"3'-8"3'-4"OFFICE101aOFFICE101FLEX101bWORK101eFLEX101dFLEX101cVEST100OFFICE102OFFICE103OFFICE104OFFICE104aSTORAGE104bLOBBY100aHALL105MEETING105bFLEX105cMALE100bFEMALE100cVEST106COFFEE107CAFE109JAN.109aELEC.109bMACH.109cSTORAGE110bHALL1104'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-0"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-4"4'-8"5'-0"11'-4"3'-8"3'-8"4'-8"4'-8"7'-8" 4'-8"4'-8"7'-8"100102104103101105107123124108109111113115114110112116118117119120121122125129126128130131132133A2B1EF12345678910EFB103456789DCAA2B1EF12345678910EFB103456789A2.7E2.7EE12'-0" CLEAR FA PANEL + ANUNCIATORCASEWORK AT 107 SUPPLIED+ INSTALLED BY OWNERALIGN ALIGN ALIGNCPT.MATCPT.MATCPT.MAT.CER.POR.CER.POR.CPT.POR.CPT.POR.CPT.POR.CPT. RUB.VCT.CPT.THR.CPT.THR.MATTHR.CPT.VCT.CPT.VCT.CPT.VCT.CPT.VCT.CPT.ALIGNCENTER PARTITION ON COLUMN LINECENTER PARTITION ON COLUMN LINECENTER PARTITION ON COLUMN LINECENTER PARTITION ON COLUMN LINECENTER PARTITION ON COLUMN LINE CENTER PARTITION ON COLUMN LINECENTER PARTITION ON COLUMN LINE SEE 3/A6.1 FOR FOLDING PARTITION. MANUAL OPERATION MATPOR. ALIGN6'-11 1/8"8'-0"THRVCT HARDBOARD WORKBENCH 24 X 12010'-0" MAILBOXESCPT.POR.CPT.POR.CENTER PARTITION ON COLUMN LINE 55CENTER PARTITION ON COLUMN LINE445A7.16A6.12A7.4CENTER PARTITION ON COLUMN LINE 1A4.51A4.61A4.41A4.41A4.61A4.31A4.31A4.21A4.21A4.11A4.12A7.34A7.23A7.22A7.13A7.15A4.75A4.73R.D.R.D.overflow18'-10"14'-3"14'-3"9'-0"8'-0"134SEE 3/A6.1 FOR FOLDING PARTITION. MANUAL OPERATION 8'-4"8'-0"7'-3 5/8"7'-0 3/4"6'-10 3/4"10'-0"8'-0"CEILING AT 10'-4" AFFCEILING AT 10'-4" AFFPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVECEILING AT 10'-4" AFFCEILING AT 8'-0" AFFCEILING AT 8'-0" AFFCEILING AT 8'-0" AFFCEILING AT 8'-0" AFFCEILING AT 8'-0" AFF2x2 ACOUSTIC TILECEILING AT 10'-4" AFF2x2 ACOUSTIC TILECEILING AT 10'-4" AFF2x2 ACOUSTIC TILECEILING AT 10'-4" AFFPREP, PAINT EXPOSED STRUCTURE ABOVE2x2 ACOUSTIC TILE CEILING AT 10'-4" AFF PREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEFOLDING PARTITION SEE 3/A6.1 2x2 ACOUSTIC TILECEILING AT 8'-0" AFF2x2 ACOUSTIC TILECEILING AT 8'-0" AFF PREP, PAINT EXPOSED STRUCTURE ABOVE2x2 ACOUSTIC TILECEILING AT 10'-4" AFFPREP, PAINT EXPOSED STRUCTURE ABOVE2x2 ACOUSTIC TILECEILING AT 10'-4" AFFPREP, PAINT EXPOSED STRUCTURE ABOVE2x2 ACOUSTIC TILECEILING AT 10'-4" AFF PREP, PAINT EXPOSED STRUCTURE ABOVEGYPSUM BOARD SOFFIT / FASCIA AT 9'-0" AFFGYPSUM BOARD AT 9'-0" AFFGYPSUM BOARD AT 9'-0" AFFGYPSUM BOARD AT 9'-0" AFFGYPSUM BOARD AT 9'-0" AFFGYPSUM BOARD AT 9'-0" AFFGYPSUM BOARD AT 9'-0" AFF GYPSUM BOARD AT 9'-0" AFF 2x2 ACOUSTIC TILECEILING AT 10'-4" AFFCEILING AT 10'-4" AFFPREP, PAINT EXPOSED STRUCTURE ABOVE2x2 ACOUSTIC TILECEILING AT 10'-4" AFFPREP, PAINT EXPOSED STRUCTURE ABOVE2x2 ACOUSTIC TILECEILING AT 10'-4" AFFGYPSUM BOARD SOFFIT / FASCIA AT 9'-0" AFF GYPSUM BOARD SOFFIT / FASCIA AT 9'-0" AFF 2x2 ACOUSTIC TILECEILING AT 8'-0" AFF2x2 ACOUSTIC TILECEILING AT 8'-0" AFFPREP, PAINT EXPOSED STRUCTURE ABOVE PREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSEDSTRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTUREAND STAIR STRUCTURE ABOVE FOLDING PARTITION SEE 3/A6.1PREP, PAINT EXPOSED STRUCTUREAND STAIR STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVE2x2 ACOUSTIC TILECEILING AT 10'-4" AFF5 6734BASED UPON UL 495 ASSEMBLYBASED UPON UL 495 ASSEMBLYTYPICAL UNLESS NOTED OTHERWISE(if not designated on plan use this partition)13 ANCHORS PER JAMBDOUBLE JAMB STUDS, TYP.2" Typ.6 1/4"4" STEEL STUD PARTITIONW GYP. BD. EA. SIDE,5 1/4"PAINTED H.M. FRAMES.C. WOOD OR H. M. DOOR6 1/4" Typ.6'-10"METAL STUD HEADER4" STEEL STUD PARTITIONW/5/8" GYP. BD. EA. SIDE,ACOUSTIC BATT INSUL.PAINTED H.M. FRAME2" Typ.General Contractor, Construction Manager800 . 965 . 6501RP MASIELLO INC.Amherst, Massachusetts 01002437 Main StreetREMARKSREVISIONSNO.DATEBYSHEET TITLEDATESCALENorthampton, MALot 19, Village HillServiceNetArchitecture, Planning, Interior Design413 . 586 . 1600JUSTER POPE FRAZIERNorthampton, Massachusetts 0106082 North StreetAS NOTEDFIRST FLOOR PLANDRAWN BYSHEET NO.CHECKED BYKevin Chrobak21 April 2017All design work c Juster Pope Frazier LLCA1.1Scale:1FIRST FLOOR PLAN1/8" = 1'-0" Scale:2FIRST FLOOR CEILING1/8" = 1'-0" Scale:3PARTITION SCHEDULE1/8" = 1'-0" Scale:4TYPICAL HOLLOW METAL HEAD DETAIL3" = 1'-0" Scale:5TYPICAL HM FRAME JAMB DETAIL3" = 1'-0" 1Enlarge electric room/elevator shaft4.21kc A2BEF12345678910EB103456789DCAA2BEF12345678910EB103456789A2.7OFFICE201OFFICE201aMEETING200aOFFICE202OFFICE202aLOBBY200FLEX202cWORKRM202dOFFICE202bMEETING203WORKROOM204aFLEX201bIT204bTOILET200bTOILET200cFLEX200dFLEX208aOFFICE206OFFICE207STORAGE208aCORRIDOR208204FLEX207aCER.CPT.CER.CPT.1A4.51A4.41A4.41A4.31A4.31A4.21A4.21A4.11A4.12A7.34A7.23A7.21A4.61A4.611A4.710A4.74A4.76A4.79A4.711A4.711A4.711A4.711A4.711A4.710A4.74A4.76A4.79A4.76A4.79A4.79A4.78A4.78A4.78A4.78A4.78A4.78A4.7A4.79A4.76A4.73A4.73A4.74A7.16A7.11A7.14A6.144CENTER PARTITION ON COLUMN LINE33 11CENTER PARTITION ON COLUMN LINECENTER PARTITION ON COLUMN LINECENTER PARTITION ON COLUMN LINE5FRAME KK FRAME FF 2A7.48'-0"8'-4"4"7'-0"56734BASED UPON UL 495 ASSEMBLYBASED UPON UL 495 ASSEMBLYTYPICAL UNLESS NOTED OTHERWISE(if not designated on plan use this partition)16 1/4" Typ.METAL STUD HEADERSTEEL STUD PARTITIONW/ GYP. BD. EA. SIDE,PAINTED H.M. FRAME6 1/4" Typ.METAL STUD HEADERSTEEL STUD PARTITIONW/ GYP. BD. EA. SIDE,PAINTED H.M. FRAMECEILING AT 10'-4" AFFPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVE2x2 ACOUSTIC TILECEILING AT 10'-4" AFF2x2 ACOUSTIC TILECEILING AT 10'-4" AFFPREP, PAINT EXPOSED STRUCTURE ABOVE PREP, PAINT EXPOSED STRUCTURE ABOVE PREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVE2x2 ACOUSTIC TILECEILING AT 10'-4" AFF2x2 ACOUSTIC TILECEILING AT 10'-4" AFFPREP, PAINT EXPOSED STRUCTURE ABOVE GYPSUM BOARD AT 1O'-4" AFF GYPSUM BOARD AT 9'-0" AFF CEILING AT 10'-4" AFFPREP, PAINT EXPOSEDSTRUCTURE ABOVEGYPSUM BOARD AT 8'-0" AFFGGGPREP, PAINT EXPOSED STRUCTURE ABOVEPREP, PAINT EXPOSED STRUCTURE ABOVESECOND FLOOR PLANA1.2General Contractor, Construction Manager800 . 965 . 6501RP MASIELLO INC.Amherst, Massachusetts 01002437 Main StreetREMARKSREVISIONSNO.DATEBYSHEET TITLEDATESCALENorthampton, MALot 19, Village HillServiceNetArchitecture, Planning, Interior Design413 . 586 . 1600JUSTER POPE FRAZIERNorthampton, Massachusetts 0106082 North Street1/8" = 1'-0"DRAWN BYSHEET NO.CHECKED BYKevin Chrobak2 March 2017All design work c Juster Pope Frazier LLCScale:1SECOND FLOOR PLAN1/8" = 1'-0" Scale:4TYPICAL HOLLOW METAL HEAD DETAIL3" = 1'-0" Scale:5TYPICAL HM FRAME JAMB DETAIL3" = 1'-0" delete fiberglass columns14/21kc LEVEL PARAPET AT PERIMETER AT 231 44'-0"5" MIN. RIGID ON CONSTANT 14" SLOPING DECK, 11" DROP 19'-10 1/2"5" RIGID ON CONSTANT SLOPINGDECK, 11" DROPLEVEL PARAPET AT PERIMETER AT ELEV 231LEVEL PARAPET AT PERIMETER,ELEV 231ROOF DRAIN@ 229'-10"ROOF DRAIN@ 229'-10"ROOF DRAIN@ 229'-10"ROOF DRAIN@ 229'-10"10'-4 1/2"40'-0"36'-0"40'-0"10'-4 1/2"LEVEL PARAPET AT PERIMETER AT 23118'-8" 16'-0"SLOPE +/- 1/2" per ft.SLOPE 14" per ft.SLOPE (overlay)SLOPE (overlay)SLOPE (overlay)SLOPE 14" per ft.SLOPE 14" per ft.123456783'-8"2.9910SLOPE (overlay)SLOPE (overlay)SLOPE (overlay)SEE STRUCTURALS FORPRIMARYFRAMING & SECONDARYFRAMING OF ROOFEQUIPMENTSLOPE (overlay)SLOPE (overlay)SLOPE (overlay)SLOPE (overlay)2'-8"4'-6"Scale:6VENT PIPE PENETRATION1 1/2" = 1'-0"Scale:4MOLDED SEALANT POCKET1 1/2" = 1'-0"TYP ROOFCONSTRUCTION2" MIN.2" MIN.ROOF PENETRATIONSNON-SHRINK GROUTPOURABLE SEALANT POCKET FILLER,MIN. DEPTH 2".EPDM FLASHING (REF:QUICKSEAMFORMFLASH)METAL PITCH PAN FASTENED 4IN. O.C. USING GALVANIZEDANNULAR RING NAILS OROTHER ACCEPTABLEFASTENERBASED ON FIRESTONE STDDETAIL LS-9 & P-4TRANSITIONMEMBRANECONT' AIRBARRIEREPDMMEMBRANEScale:2CANTED EQUIPMENT SUPPORT CURB1 1/2" = 1'-0"TYP. ROOFCONSTRUCTIONP.T. WOOD NAILER10"MIN.EQUIP. CURBROOFTOP UNITCONT' AIR BARRIERMANUF. BATTEN/ MECH.FASTENERS 12" O.C.MAX.,CON'T SEALANTEPDMMEMBRANEScale:3PIPE PENETRATION1 1/2" = 1'-0"METALDECKTYP. ROOFCONST.PIPE PENETRATION,1" - 6" DIAMETER,PIPE MUST BE ANCHOREDFOR STABILITYPRE-MOLDED CONDUIT/PIPE FLASHING,(REF: QUICKSEAM CONDUITFLASHING)TRANSITIONMEMBRANECONT' AIRBARRIEREPDMMEMBRANE8" MIN.JOINT COVER OR SEAM FLASHING IFPENTRATION LOCATED AT SEAM, (REF:QUICKSEAM FLASHING, FIRESTONEDETAIL LS-9), CON'T LAP SEALANT3"SEE MEP FOR PIPE SIZEBASED ON FIRESTONE STD DETAIL P-2 & LS-9SEE MECHANICALBASED ON FIRESTONE STD DETAIL BT-11 & LS-9MANUF. SPLICE TAPE& CON'T SEALANT(REF: LS-9)CON'T WATERBLOCKCON'T SEALANT(REF: LS-9)METALDECKTYP. ROOFCONST.PIPE PENETRATIONEPDM FLASHING (REF:QUICKSEAMFORMFLASH)TRANSITIONMEMBRANECONT' AIRBARRIEREPDMMEMBRANE8" MIN.VENT CAP2"2"EPDM BASEFLASHING, (REF:QUICKSEAM FLASHING)3'-1" OVER ALL2'-6" FRAME OPENING WIDTH3'-7" OVER ALLScale:10PLAN @ ROOF SCUTTLE1 1/2" = 1'-0"3'-0" FRAME OPENING LENGTH BASED ON BILCOTYPE S ROOFSCUTTLE W/INTEGRALGUARD RAILSYSTEMBASED ON FIRESTONE STDDETAIL LS-9, P-4, E-P-2Scale:12POST, EQUIPMENT SCREEN1 1/2" = 1'-0"2" MIN 4" MAX Top of Fence ELEV. = +238'-0"WELD CAP @ TOPOF POST; SEE STRUCTURALVERIFY SQUARE TUBESTRUCTURAL COL.DIMENSIONSBASED ON FIRESTONE STDDETAIL LS-9 & P-4CRICKETCOVERTYP. ROOFCONST.,FORM CRICKETAS REQ'DROOF HATCHScale:11SECTION @ ROOF SCUTTLE1 1/2" = 1'-0"HOLD OPENARMBASED ON BILCOTYPE S ROOFSCUTTLE W/INTEGRALGUARD RAILSYSTEM3'-0" FRAME OPENING WIDTH6" max.BASED ON FIRESTONE STD DETAILS BT-10, BT-13, BR-14 & LS-9.Scale:9TYPICAL CRICKET1 1/2"" = 1'-0"MANUF. SPLICE TAPE& CON'TLAP SEALANTEPDM MEMBRANEMANUF. BATTEN/ MECH.FASTENERS 12" O.C. MAX.,CONTINUOUS SEALANTMANUF. SPLICE TAPE & CON'TLAP SEALANTWATERTIGHT METAL CURBINTEGRAL TO ROOF HATCHVERIFYSTRUCTURAL STEELEPDMMEMBRANEP.T. WOOD BLOCKINGScale:7ROOF DRAIN1 1/2" = 1'-0"LEAVE VOIDBELOW DRAINTYP.ROOF DRAINSTRAINERBASKETP.T. WOODBLOCKINGBASED ON FIRESTONE STD DETAILS D-5 & LS-9.10"verify with drain manuf.10"verify with drain manuf.WATER DAMCOMPRESSION/CLAMPINGRING12" 6" -12"SLOPE LIMITS,STD MEMBRANETRANSITIONMEMBRANECONT' AIRBARRIEREPDM FLASHING (REF:QUICKSEAMFORMFLASH)EPDMMEMBRANEMANUF. BATTEN/ MECH.FASTENERS 12" O.C. MAX.,CONTINUOUS SEALANT (LS-9)CON'T BEAD MANUF.WATERBLOCK SEALANTUNDER MEMBRANEFLASHINGTYP.ROOFCONST.Scale:8TYPICAL EQUIP. SCREEN DETAILS1 1/2"" = 1'-0"GIRT, TYP., SEE STRUCTURALMETAL PANEL, BASIS OFDESIGN FABRAL SELECTSERIES 12-R2STRUCTURAL TUBE STEEL,SEE DETAIL 12/A1.X ANDSTRUCTURALOUTSIDE CORNER PANELSCREW 12" O.C. & SEALANTTAPE, TYP.OUTSIDE CORNER:INSIDE CORNER:GIRT, TYP., SEE STRUCTURALMETAL PANEL,BASIS OF DESIGNFABRAL SELECTSERIES 12-R2INSIDECORNER PANELSCREW 12" O.C. & SEALANTTAPE, TYP.GIRT, TYP.,SEE STRUCTURALMETAL PANEL, BASIS OFDESIGN FABRAL SELECTSERIES 12-R2JAMB TRIMSCREW 12" O.C.& SEALANTTAPE, TYP.JAMB FRAMING,SEE STRUCTURALScale:5EXHAUST FAN / DUCT CURB1 1/2" = 1'-0"TYP ROOFCONSTRUCTIONMETAL DRIP EXTENDERIF REQUIREDEPDMMEMBRANECONT' AIRBARRIERTRANSITIONFLASHING8" MIN.4" MIN.EPDM FLASHING (REF:QUICKSEAMFORMFLASH)EPDM BASEFLASHING, (REF:QUICKSEAM FLASHING)5" min.EXHAUST FAN6"2" min.OPENING FRAME,SEE STRUCTURALSEE MECHANICALBASED ON FIRESTONE STD DETAIL BT-10 & LS-9OPENING FRAME,SEE STRUCTURALINSULATED DUCTScale:9MOLDED TPO SEALANT POCKET1 1/2" = 1'-0"TYP ROOFCONSTRUCTION2" MIN 1" MIN.TPO MOLDED POCKET SEALANTTPO MOLDED SEALANT POCKETHOT AIR WELDPREPARE SURFACES INACCORDANCE WITHMANUFACTURER'SSPECIFICATIONSWELD CAP @ TOPOF POST;SEE STRUCTURALHSS4x4Scale:12POST, INSIDE CORNER1 1/2" = 1'-0"2" MIN 4" MAXWELD HSS4x4 TUBE TO STRUCTURAL SUPPORTBELOW; SEE STRUCTURALK. CHROBAK, J. ScottROOF DETAILSAs ShownGeneral Contractor, Construction Manager800 . 965 . 6501RP MASIELLO INC.Amherst, Massachusetts 01002437 Main StreetREMARKSREVISIONSNO.DATEBYSHEET TITLEDATESCALENorthampton, MAVillage HillServiceNetArchitecture, Planning, Interior Design413 . 586 . 1600JUSTER POPE FRAZIERNorthampton, Massachusetts 0106082 North StreetDRAWN BYSHEET NO.CHECKED BYMARCH 2, 2017 SETAll design work c Juster Pope Frazier LLCCivil Engineer and Land SurveyWoodstock, CT 06281CMEPO Box 84932 Crabtree Lane 860 . 928 . 7848Structural EngineerCharlton, MA KPB Engineering211 Freeman Road508 . 667 . 41592017.03.02ROOF PLANScale:1ROOF PLAN1/8" = 1'-0" 1 1 4 3 1 1 1 10,11 7 7 7 7 VENT PIPE, SEE 6/A1.3EXHAUST FAN, SEE 5/A1.3ELEVATOR OVERRUN/ ROOF, SEE A7.4CRICKET, SEE 9/1.3CRICKET,SEE 9/A1.3WALKWAY PAD,ROOF MANUF STDCRICKET, SEE 9/A1.3RTU,SEE 2/A1.3EQUIPMENT SCREEN, SEE 8 & 12/A1.3 AND STRUCTURAL.BASED ON FABRAL SELECT SERIES 12-R2.TOP OF SCREEN ELEV +238. SCREEN 5 FT. HIGH, 2 FT MIN.ABOVE ROOF PLANERTU,SEE 2/A1.3RTU, SEE 2/A1.3RTU, SEE 2/A1.3 4'-8" R.O.18'-8" R.O.14'-9" R.O.DESIGN BASED ON90 MPH BASIC WIND SPEEDEXPOSURE BIMPORTANCE FACTOR 1.0 (OCCUPANCY CATEGORY II)SNOW LOAD FOR SUNSHADE 35 PSFTYPICAL "EFCO" 5600 THERMALLY BROKEN2 1/4" X 9" CURTAINWALL SYSTEM, PTD. FOR THISWINDOW TYPE ONLYOR ARCHITECT APPROVED EQUAL, WITH 1" LOW EINSULATED GLASS, TEMPERED WHERE REQ.D BYBLDG CODE.C.W. MFR. TO PROVIDE INTERNAL STRUCTURALREINFORCEMENT IF REQ.D TO COMPLY WITHPERFORMANCE SPECIFICATIONS.TYPICAL "EFCO" 403X OR 406X (TBD) THERMALLY BROKENSTOREFRONT SYSTEM, PTD. FOR ALL WINDOW TYPES EXCEPTWINDOW TYPE "C" - OR ARCHITECT APPROVED EQUAL, WITH 1" LOWE INSULATED GLASS, TEMPERED WHERE REQ.D BY BLDG CODE.C.W. MFR. TO PROVIDE INTERNAL STRUCTURAL REINFORCEMENT IFREQ.D TO COMPLY WITH PERFORMANCE SPECIFICATIONS. "EFCO" 403X "EFCO 403X" 2" x 4 1/2" STOREFRONT "EFCO" 403X "EFCO" 406X "EFCO" 406XservicenetScale:4NORTH ELEVATION1/8" = 1'-0"KNOX BOXBEACONservicenetCJCJBRICK JACK ARCH, TYP AT ALL WINDOWS(TYPE "A")SINGLE 5'-4" PRECASTLUGSILL TYP.CJSTEP LIGHTS, 12" ABOVE GRADE, TYP.STEP LIGHTS, 12" ABOVE GRADE, TYP.77O.H.10SIM10510SIMSEE 1,2/A4.7 FOR SIGNAGEREDLAND BRICK. ROCKY RIDGE #415 "MIDDLE PLANTATION"MACHINE MOLDED MODULAR BRICK. SIZE (ACTUAL) - 3 5/8"WIDE BY 2 1/4" HIGH BY 7 5/8" LONG.STEP LIGHTS,12" ABOVEGRADE, TYP.1010SIM3ELEVATIONGASSIAMESESTEP LIGHTS, 12" ABOVE GRADE, TYP.3ELEVATION103'-0" CJGeneral Contractor, Construction Manager800 . 965 . 6501RP MASIELLO INC.Amherst, Massachusetts 01002437 Main StreetREMARKSREVISIONSNO.DATEBYSHEET TITLEDATESCALENorthampton, MAVillage HillServiceNetArchitecture, Planning, Interior Design413 . 586 . 1600JUSTER POPE FRAZIERNorthampton, Massachusetts 0106082 North StreetDRAWN BYSHEET NO.CHECKED BYMARCH 2, 2017 SETAll design work c Juster Pope Frazier LLCCivil Engineer and Land SurveyWoodstock, CT 06281CMEPO Box 84932 Crabtree Lane 860 . 928 . 7848Structural EngineerCharlton, MA KPB Engineering211 Freeman Road508 . 667 . 41592017.03.02ELEVATIONS A2.1AS SHOWNST, KC, JLSKC 17'-9 1/2"22'-4"17'-0"60'-0"44'-0"8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 14'-0"12'-1 1/2"1A4.11A4.4O.H.16'-0"39'-4"General Contractor, Construction Manager800 . 965 . 6501RP MASIELLO INC.Amherst, Massachusetts 01002437 Main StreetREMARKSREVISIONSNO.DATEBYSHEET TITLEDATESCALENorthampton, MAVillage HillServiceNetArchitecture, Planning, Interior Design413 . 586 . 1600JUSTER POPE FRAZIERNorthampton, Massachusetts 0106082 North StreetDRAWN BYSHEET NO.CHECKED BYMARCH 2, 2017 SETAll design work c Juster Pope Frazier LLCCivil Engineer and Land SurveyWoodstock, CT 06281CMEPO Box 84932 Crabtree Lane 860 . 928 . 7848Structural EngineerCharlton, MA KPB Engineering211 Freeman Road508 . 667 . 41592017.03.02BUILDING SECTIONSA3.13/8" = 1' - 0"ST, KC, JLSST, KC, JLS CLOSED-CELL SPRAY FOAM INSULATION MIN. 3" LOW EXPANSION FOAM INSUL. AT ALL SHIM SPACES 1'-10" 6 1/2"6" 4" FIRST FLOOR SLAB204'-0" 6" 6" 6" 3 3/8"6 1/2" CLOSED-CELL SPRAY FOAM INSULATION MIN. 3"6"4" ALUMINUM CHANNEL 7" X 2.75" 3.205 LBS/FT) TAPPED INTO STANDARD EFCO END CAP. FINISH TO MATCH STOREFRONT. MITER AT OUTSIDE CORNERS WITH END CAPS AND LEAVE 1" GAP. ROLLER BLIND BYOWNER 4'-4 1/2" 2"5"1'-1 3/4"4'-8" 2'-2" FILL CAVITY W. CLOSED-CELL SPRAY FOAM INSUL. FILL ALL SHIM SPACES W. LOW EXPANSION FOAM INSUL. 1 1/2" X 1/2" MIRATEC TRIM 3'-4"14'-0"PRECAST CONCRETE WATERCOURSE6'-8"3" CONTINUOUS RIGID INSULATION (R18) BACK TO BACK GALV. RELIEVING ANGLES, PTD. WRAP ENDS WITH BUILDING FELT. GWB STOOL RETURN WITH EDGE BEAD BRICK JACK ARCH 1'-10" ROLLERBLIND BYOWNER 3 3/8"8'-0" WINDOW R.O.5"5"2'-2" 4'-6"2"7'-7"13'-4"230'-1 1/2" BRICK JAMB RETURN NEEDS 8" MIN. MASONRY FOR BACK TO BACK STEEL LINTEL SUPPORT ABOVE. (SEE STRUCT.) TYP. AT ALL FIRST FLOOR WINDOWS AND DOOR OPENINGS 4" GRACE PERM-A-BARRIER THRU WALL FLASHING ATTACHED TO 1 1/2" S.STL. DRIP EDGE. WEEP AT 24" MIN. O.C. AND 8" MIN. ABOVE GRADE. GROUT SOLID BELOW AND PROVIDE CRENELLATED MORTAR NET W. INTEGRATED INSECT SCREEN ABOVE. PRECAST CONCRETE LUGSILL TO EXTEND 1/2" UNDER STOREFRONT AND 3-5/8" AT JAMBS. MIN. (P.T. 2X CONT. LEDGER AS REQD.) 6"WALL SECTIONSA4.1AS SHOWNST, KC, JLS, JESST, KC, JLS, JESScale:2 DETAILS 1 1/2" = 1'-0"14/18kcprecast detail changeddelete fiberglas columns2" rigid at slab perimeter4/18kc4/18kcadd insulation at detail4/18kc 4'-2" AWNING VENT(ALTERNATE ONLY)1'-1" 9"2'-8"13'-4"3'-4"4'-8" PRECAST CONCRETE COPING W/ INTEGRAL DRIP. EFCO 403X STOREFRONT (SEE WINDOW VENT IS ALTERNATE) OR KAWNEER EQUAL. 3'-0" DEEP ALUM. SUNSHADE (BY C.W. MFR.- PTD. FINISH TO MATCH WINDOWS AND BRAKE METAL) WITH STRAIGHT SQUARE OUTRIGGERS, SQUARE FASCIA AND AIRFOIL LOUVERS. SEE EXT. ELEV.S AND PLAN FOR EXTENT 14'-0"6" GALV. MTL. STUDS @ 16" O.C. - FIRE STOP AT SLAB EDGE BETWEEN FLOORS PRECAST CONCRETE WATERCOURSE 1'-6"6"5"5/16" FCB SOFFIT (PTD.) W. 1 1/2" X 1/2" MIRATEC BATTENS AT ALL JOINTS - SEE RCP 5/4 (1" ACTUAL) "MIRATEC" TRIM, PTD. 3" CONTINUOUS RIGID INSULATION (R18)3 3/8"6" 1'-10"2'-11 3/8"WINDOW R.O.8'-0" WINDOW R.O.7'-7"PRE-CAST CONC. COPING (6'-0" LENGTHS) W. S.S. PINS 5/4 (1" ACTUAL) "MIRATEC" TRIM, PTD. 5" 5" DEEP PRECAST CAP. MAINTAIN OPEN CAVITY FOR DRAINAGE BELOW. ALL PRECAST INSIDE AND OUTSIDE CORNERS TO BE SPECIALS WITH FINISHED, SOLID CORNERS - NO MITERS OR EXPOSED ENDS OF PRECAST1'-4"2'-2" 230'-1 1/2" 4" GRACE PERM-A-BARRIER THRU WALL FLASHING ATTACHED TO 1 1/2" S.STL. DRIP EDGE. WEEP AT 24" MIN. O.C. AND 8" MIN. ABOVE GRADE. GROUT SOLID BELOW AND PROVIDE CRENELLATED MORTAR NET W. INTEGRATED INSECT SCREEN ABOVE. MASONRY TIES AT 32" O.C. HORZ. AND 16" VERTICAL. INSTALL PINTLE BEFORE AIR BARRIER IS SPRAYED. TYP. 4'-4 1/2" 2"5"1'-1 3/4"4'-8" 2'-2" FILL CAVITY W. CLOSED-CELL SPRAY FOAM INSUL. FILL ALL SHIM SPACES W. LOW EXPANSION FOAM INSUL. 1 1/2" X 1/2" MIRATEC TRIM 6" 1'-10" 6" 3 3/8" CLOSED-CELL SPRAY FOAM INSULATION MIN. 3" 6" FIRST FLOOR SLAB204'-0"WALL SECTIONSA4.2AS SHOWNST, KC, JLS, JESST, KC, JLS, JESScale:2 DETAILS 1 1/2" = 1'-0"14/18kcprecast detail changeddelete fiberglas columns2" rigid at slab perimeter4/18kc4/18kcadd insulation at detail4/18kc 1'-10"4" FIRST FLOOR SLAB 204'-0" 1'-1"9" 6"6" 1 1/2"3 3/8"WINDOW R.O.6" 1'-10" 2 1/2" 4'-4 1/2" 2"5"1'-1 3/4"4'-8" FILL CAVITY W. CLOSED-CELL SPRAY FOAM INSUL. FILL ALL SHIM SPACES W. LOW EXPANSION FOAM INSUL. 1 1/2" X 1/2" MIRATEC TRIM 2'-2"10'-8"3'-4"4'-6" PRECAST CONCRETE COPING W/ INTEGRAL DRIP. EFCO 406X STOREFRONT (SEE WINDOW TYPES FOR VENT LOCATIONS) OR KAWNEER EQUAL. 3'-0" DEEP ALUM. SUNSHADE (BY C.W. MFR.- PTD. FINISH TO MATCH WINDOWS AND BRAKE METAL) WITH STRAIGHT SQUARE OUTRIGGERS, SQUARE FASCIA AND AIRFOIL LOUVERS. SEE EXT. ELEV.S AND PLAN FOR EXTENT 6" GALV. MTL. STUDS @ 16" O.C. - FIRE STOP AT SLAB EDGE BETWEEN FLOORS PRECAST CONCRETE 1'-6"5"5/16" FCB SOFFIT (PTD.) W. 1 1/2" X 1/2" MIRATEC BATTENS AT ALL JOINTS - SEE RCP 5/4 (1" ACTUAL) "MIRATEC" TRIM, PTD. 3" CONTINUOUS RIGID INSULATION (R18) 1'-10"10'-8" WINDOW R.O.7'-7"PRE-CAST CONC. COPING (5'-0" LENGTHS) W. S.S. PINS. OVERHANG 3/8" AT THIS END. 5/4 (1" ACTUAL) "MIRATEC" TRIM, PTD. 2'-2" 2" 2'-3 3/4" EXTEND PRECAST LUGSILL 3 5/8" UNDER BRICK RETURN BEYOND TO SUPPORT BRICK. SEE 7/A4.7 FOR ELEVATION. BRICK RETURNS 1'-6" BACK TO STOREFRONT JAMB MASONRY TIES AT 32" O.C. HORZ. AND 16" VERTICAL. INSTALL PINTLE BEFORE AIR BARRIER IS SPRAYED. TYP.1'-4"230'-1 1/2" 4" GRACE PERM-A-BARRIER THRU WALL FLASHING ATTACHED TO 1 1/2" S.STL. DRIP EDGE. WEEP AT 24" MIN. O.C. AND 8" MIN. ABOVE GRADE. GROUT SOLID BELOW AND PROVIDE CRENELLATED MORTAR NET W. INTEGRATED INSECT SCREEN ABOVE. 3" CONTINUOUS RIGID INSULATION (R18) OVER CONT. WATER/VAPOR BARRIER WALL SECTIONSA4.3AS SHOWNST, KC, JLS, JESST, KC, JLS, JESScale:2 DETAILS 1 1/2" = 1'-0"14/18kcprecast detail changeddelete fiberglas columns2" rigid at slab perimeter4/18kc4/18kcadd insulation at detail4/18kc 3'-4"6'-8"1'-4"13'-4"1'-11"1'-6 3/4"5"2" 6" 5/4 (1" ACTUAL) "MIRATEC" TRIM, PTD. 5/4 (1" ACTUAL) "MIRATEC" TRIM, PTD. EFCO 406X STOREFRONT (SEE WINDOW TYPES FOR VENT LOCATIONS) OR KAWNEER EQUAL. PRE-CAST CONC. COPING (6'-0" LENGTHS) W. S.S. PINS 2'-11 3/8"PRECAST CONCRETE WATERCOURSE 3" CONTINUOUS RIGID INSULATION (R18) GWB STOOL RETURN WITH EDGE BEAD PRECAST CONCRETE LUGSILL TO EXTEND 1/2" UNDER STOREFRONT AND 3-5/8" AT JAMBS. MIN. (P.T. 2X CONT. LEDGER AS REQD.) FULL BRICK RETURNS, TYP. MEMBRANE ROOF ON RIGID INSUL. SLOPED MIN. BRICK JAMB RETURN NEEDS 8" MIN. DEPTH FOR STEEL LINTEL SUPPORT ABOVE. (SEE STRUCT.) TYP. AT ALL FIRST FLOOR WINDOWS AND DOOR OPENINGS BACK TO BACK GALV. RELIEVING ANGLES, PTD. MIN. 8" BEARING (SEE STRUCT.) WRAP ENDS WITH BUILDING FELT. BRICK JACK ARCH GRACE PERM-A-BARRIER THRU WALL FLASHING ATTACHED TO 1 1/2" S.STL. DRIP EDGE. WEEP AT 24" MIN. O.C. AND 8" MIN. ABOVE GRADE. GROUT SOLID BELOW AND PROVIDE CRENELLATED MORTAR NET W. INTEGRATED INSECT SCREEN ABOVE. GRACE PERM-A-BARRIER THRU WALL FLASHING WEEP AT 24" MIN. O.C. AND PROVIDE CRENELLATED MORTAR NET W. INTEGRATED INSECT SCREEN ABOVE.7 3/4"2"5"1'-1 3/4"3/4"1'-9 1/2" 2'-1" 6"2"3" 3" CLOSED-CELL SPRAY FOAM INSULATION MIN. 3" 3 5/8" 6" 1'-0 1/2" 1'-0 1/2" FIRST FLOOR SLAB 204'-0"WALL SECTIONSA4.4AS SHOWNST, KC, JLS, JESST, KC, JLS, JESScale:2 DETAILS 1 1/2" = 1'-0"14/18kcprecast detail changeddelete fiberglas columns2" rigid at slab perimeter4/18kc4/18kcadd insulation at detail4/18kc 6 1/4" SLOPE 3 5/8"6"1'-0 1/2" 7"4 1/2"4 5/8" 1" 6"2"3" 3 5/8" 3" 1'-0 1/2" CLOSED-CELL SPRAY FOAM INSULATION MIN. 3"7 3/4"2"5"1'-1 3/4"3/4"1'-9 1/2" 2'-1" EFCO 403X STOREFRONT (SEE WINDOW TYPES FOR VENT LOCATIONS) OR KAWNEER EQUAL. PRE-CAST CONC. COPING (6'-0" LENGTHS) W. S.S. PINS 4'-10 3/4" TO STEEL 7'-0"2'-11 3/8"PRECAST CONCRETE. PROVIDE SPECIAL SOLID CORNERS FOR ALL JAMB RETURNS, INSIDE AND OUTSIDE CORNERS. NO MITERED CORNERS. 1'-11"1'-6 3/4"5"2" 5/16" FCB SOFFIT (PTD.) W. 1 1/2" X 1/2" MIRATEC BATTENS AT ALL JOINTS - SEE RCP 5/4 (1" ACTUAL) "MIRATEC" TRIM, PTD. 5/4 (1" ACTUAL) "MIRATEC" TRIM, PTD. FULLY WRAP 1/2" EXT. GRADE PLYWD WITH SELF-ADHERED W.P MEMBRANE. MAINTAIN 1/2" CONT. SOFFIT VENT W. INSECT SCREEN. 5/16" FCB SOFFIT (PTD.) W. 1 1/2" X 1/2" MIRATEC BATTENS AT ALL JOINTS MEMBRANE ROOF ON RIGID INSUL. SLOPED MIN. 1/4" PER FT. TO DRAIN TO TWO SIDE SCUPPERS 6 1/4" 5'-5" SIGNAGE - SEE DETAIL 2/A4.7 7"1'-2 1/8"1'-2 1/8"3'-4"4 1/2" 4 5/8" 1" 1'-0 1/2"WALL SECTIONSA4.5AS SHOWNST, KC, JLS, JESST, KC, JLS, JESScale:2 DETAILS 1 1/2" = 1'-0"14/18kcprecast detail changeddelete fiberglas columns2" rigid at slab perimeter4/18kc4/18kcadd insulation at detail4/18kc 3'-4"14'-0"PRECAST CONCRETE WATERCOURSE6'-8"3" CONTINUOUS RIGID INSULATION (R18) GWB STOOL RETURN WITH EDGE BEAD 1'-10"3 3/8"8'-0" WINDOW R.O.5" 2'-10"2" 2'-2" 6" 4"6 1/2"3/8"FULL BRICK RETURNS, TYP. BRICK JAMB RETURN NEEDS 8" MIN. DEPTH FOR STEEL LINTEL SUPPORT ABOVE. (SEE STRUCT.) TYP. AT ALL FIRST FLOOR WINDOWS AND DOOR OPENINGS BACK TO BACK GALV. RELIEVING ANGLES, PTD. MIN. 8" BEARING (SEE STRUCT.) WRAP ENDS WITH BUILDING FELT. BRICK JACK ARCH PRECAST CONCRETE LUGSILL TO EXTEND 1/2" UNDER STOREFRONT AND 3-5/8" AT JAMBS. (P.T. 2X LEDGER AS REQD.) SIM GRACE PERM-A-BARRIER THRU WALL FLASHING ATTACHED TO 1 1/2" S.STL. DRIP EDGE. WEEP AT 24" MIN. O.C. AND 8" MIN. ABOVE GRADE. GROUT SOLID BELOW AND PROVIDE CRENELLATED MORTAR NET W. INTEGRATED INSECT SCREEN ABOVE. GRACE PERM-A-BARRIER THRU WALL FLASHING WEEP AT 24" MIN. O.C. AND PROVIDE CRENELLATED MORTAR NET W. INTEGRATED INSECT SCREEN ABOVE. 2'-8 1/2" TO EDGE OF DECK 3'-0" 6" 1'-10" 6" 3 3/8" CLOSED-CELL SPRAY FOAM INSULATION MIN. 3" 6"3/8"6" CLOSED-CELL SPRAY FOAM INSULATION MIN. 3" LOW EXPANSION FOAM INSUL. AT ALL SHIM SPACES FIRST FLOOR SLAB204'-0"WALL SECTIONSA4.6AS SHOWNST, KC, JLS, JESST, KC, JLS, JESScale:2 DETAILS 1 1/2" = 1'-0"14/18kcprecast detail changeddelete fiberglas columns2" rigid at slab perimeter4/18kc4/18kcadd insulation at detail4/18kc 3"1'-4"1'-0 1/2" BRICK BELOW 10 1/2" PRECAST 1'-0" COLUMN5/8" GWB W. CORNER BEADS -JAMB, STOOL AND HEAD TOALIGNACOLF5" 1'-10" BRICK BELOW 1'-6" PRECAST 4 1/2" 5"COLF1'-10" BRICK BELOW 4"EFCO 403X, 406X OR C.W. ALUM.WINDOW SYSTEM (SEE WINDOWTYPES), THERMALLY-BROKEN W. 1" INSUL. GLASS.OUTSIDE FACE OF FRAME 5"FROM COL. LINE ON SOUTH,WEST, AND EAST ELEVATION.5" 1" 1"5"1"1'-2" CENTER OFFIBERGLASS COLUMNS1'-10" BRICK BELOW1'-6" PRECAST 21'-2" CENTER OFFIBERGLASS COLUMNS2E4"5"1"4" CL OF BLADES 1'-5"2 3/4"1'-7"2 3/4" 4"2 3/4"1"1'-6" PRECAST1'-11" PRECAST CORNER BELOW 5'-0" PRECAST COPING LENGTHS, TYP.EFCO 403X, 406X OR C.W.ALUM. WINDOW SYSTEM(SEE WINDOW TYPES),THERMALLY- BROKEN W. 1"INSUL. GLASS. OUTSIDEFACE OF FRAME 5" FROMCOL. LINE ON NORTH, WESTAND EASTELEVATIONS5" 1" 1/2"2A1'-0 1/2" BRICK BELOW1'-1 1/2" PRECAST 1'-4"1'-2"1'-2"1'-10" BRICK BELOW1'-11" PRECASTEFCO 403X, THERMALLY-BROKEN W. 1" INSUL. GLASS.AEFCO 403X, THERMALLY-BROKEN W. 1" INSUL. GLASS.LOWERPRECASTUPPERPRECAST1'-10" LINE OF BRICK BELOW1"1'-10" LINE OF BRICK BELOW1"10"F5"9"4" 4" 3 3/8"6"3 3/8"5/8"6 1/2"6"1/2"3"6"1'-10"1"1'-5"3"6"EFCO 403X SHOWN.SIMILAR TO 406XSHOWN BELOW.SEE WINDOW TYPESFOR LOCATIONSLINE OF GYP. STOOL RETURNBELOW. EDGE BEAD, TYP.LINE OF GYP. STOOL RETURNBELOW. EDGE BEAD, TYP.EFCO 403X, 406X OR C.W. ALUM.WINDOW SYSTEM (SEE WINDOWTYPES), THERMALLY-BROKEN W. 1" INSUL. GLASS.OUTSIDE FACE OF FRAME 5"FROM COL. LINE ON SOUTH,WEST, AND EAST ELEVATION.F5" 1/2"4 1/2" 5" 6 1/2" 2 1/2"1 1/2" 2 1/2"servicenet9'-0" VERIFY WITH ARTWORK SUPPLIED BY OWNER1'-5" 1'-2"2" DEEP ALUMINUM LETTERSMOUNTED ON BOTTOM PLATE.TWO COLOR POWDERCOAT FINISH.1'-2"LOGO ARTWORK TO BE SUPPLIEDBY OWNER. POWDERCOATARTWORK ON 2" DEEP ALUMINUMCIRCLE.7"SEE DETAIL 2 BELOWGeneral Contractor, Construction Manager800 . 965 . 6501RP MASIELLO INC.Amherst, Massachusetts 01002437 Main StreetREMARKSREVISIONSNO.DATEBYSHEET TITLEDATESCALENorthampton, MAVillage HillServiceNetArchitecture, Planning, Interior Design413 . 586 . 1600JUSTER POPE FRAZIERNorthampton, Massachusetts 0106082 North StreetDRAWN BYSHEET NO.CHECKED BYMARCH 2, 2017 SETAll design work c Juster Pope Frazier LLCCivil Engineer and Land SurveyWoodstock, CT 06281CMEPO Box 84932 Crabtree Lane 860 . 928 . 7848Structural EngineerCharlton, MA KPB Engineering211 Freeman Road508 . 667 . 41592017.03.02EXTERIOR DETAILSA4.7AS SHOWNST, KC, JLS, JESST, KC, JLS, JES14/18kc detail changed 3/A4.7delete fiberglas columns4/18kcadd insulation 9/A4.74/18kc D9'-2"16'-0"3'-6"1'-2"19'-4"2'-1" 4'-1"20'-10"1'-6"ALIGN 4'-6"undercounterfridgeby ownerundercounterfridgeby ownerundercounterfridgeby ownerADA sink,sim. 12/A6.1sink3'-0"line of gyp. bd. soffit above1'-6"5'-4" clr8'-0"1'-6"2'-10"3'-8"4"1'-4"4'-5"ELEVATIONSECTION1'-0"5 3/4"4 1/2"3/4"4 1/4"1'-6"3'-4"16'-0"1'-6"3'-6" 2'-10"4"1'-2"1'-6"4'-5"1'-9 1/2" 9'-0"3'-8 3/4"3'-5 3/4"3'-8 3/4"3'-8 3/4"3'-8 3/4"3'-8 3/4"1'-11"11'-0"3'-0"22'-7", SEE FIRST FLOOR PLAN FOR FOLDING WALL POCKET1'-11"3"4"3'-0"1'-4"4" 2'-10" 3'-6" 4"1'-8"8" 4"1'-10 1/2"4" 6" drawer 1 1/2"3'-0"3'-6"11"4"3'-2" 4"Resilient base,per spec.4"15'-0"6"6"3'-6"eq.eq.eq.eq.eq.eq.8"2'-10"General Contractor, Construction Manager800 . 965 . 6501RP MASIELLO INC.Amherst, Massachusetts 01002437 Main StreetREMARKSREVISIONSNO.DATEBYSHEET TITLEDATESCALENorthampton, MAVillage HillServiceNetArchitecture, Planning, Interior Design413 . 586 . 1600JUSTER POPE FRAZIERNorthampton, Massachusetts 0106082 North StreetDRAWN BYSHEET NO.CHECKED BYMARCH 2, 2017 SETAll design work c Juster Pope Frazier LLCCivil Engineer and Land SurveyWoodstock, CT 06281CMEPO Box 84932 Crabtree Lane 860 . 928 . 7848Structural EngineerCharlton, MA KPB Engineering211 Freeman Road508 . 667 . 41592017.03.02FOLDING PARTITION,A6.1AS SHOWNJLSKCINT. ELEVS/ DETAILSScale:6PLAN DETAIL: MAILBOXES, ISLAND BENCH, KITCHENETTE3/8" = 1'-0"Scale:4MEETING ROOM KITCHENETTE, ELEV.1/4" = 1'-0"Scale:1FOLDING WALL, ELEVATION3/8" = 1'-0"Scale:3FOLDING WALL, TYP. SECTION1 1/2" = 1'-0"218"-0" SECOND FLOOR204"-0" FIRST FLOOR215"-0" BOTTOM OF SOFFITScale:10ISLAND BENCH, KITCHENETTE, MAILBOX ELEVATION3/8" = 1'-0"Scale:2FOLDING WALL, TYP. JAMB DETAILS1 1/2" = 1'-0"Scale:7ELEV. + SECTION, MAILBOXES1/4" = 1'-0"Scale:5COUNTERTOP-CABS, CAFE 1091 1/2" = 1'-0"Scale:8ISLAND BENCH SECTION, CAFE 1091 1/2" = 1'-0"Scale:9ISLAND BENCH ELEVATION, CAFE 1091 1/2" = 1'-0"Scale:12MEETING RM. COUNTER/ CABINETS1 1/2" = 1'-0"3A6.12A6.1Scale:11ISLAND BENCH ELEV.3/8" = 1'-0"12A6.18A6.15A6.1ADA SINK,SIM. 12/A6.1GYP. BD. SOFFITGYP. BD. SOFFITBOX BEAM W/IN SOFFITTO SUPPORT RODS/ MAILBOXA6.111A6.1A6.1910A6.17A6.178A6.1GYP. BD. WALLS & PILASTERS 3 A7.3 9 R @ 7" 8 TR @ 11"3'-8"1'-1"15 R @ 7"14 TR @ 11"4'-0"STAIR-WEST 100-W B 1 A7.2 3'-8" 3'-114"5'-11 1/8"5'-4"15 R @ 7"14 TR @ 11"2 A7.2 2.9 3'-8" 3'-114"3"1'-11"UP 11 R @ 7"10 TR @ 11"7 R @ 7" 6 TR @ 11" 1 R @ 7" 4 A7.3 D C 4'-2 3/4"4'-1 1/4"4'-2"3'-7"3'-7"17'10"1 5/8"15'-3 1/4" STAIR-SOUTH 100-S 5 6 2 A7.3 3 A7.3 1'-1"DN 3 A7.3 7 R @ 7"6 TR @ 11"14 R @ 7"13 TR @ 11"STRUCTURAL BRACE FRAMINGSTRUCTURAL BRACE FRAMING9'-2" face-to-face of wall 21'-5 1/2" face-to-face of wallSTAIR-EAST 200-E 9 10 B E 4 A7.2 3 A7.2 2 A7.3 3'-8" 3'-114" 3'-8" 3'-114" 10'-0"1'-11 1/8"14 R @ 7"13 TR @ 11"3 R @ 7"2 TR @ 11"3 A7.3STRUCTURAL BRACE FRAMING9'-2" face-to-face of wall 21'-5 1/2" face-to-face of wallSTAIR-EAST 100-E 9 10 4 A7.2 2 A7.3 3'-8" 3'-114" 3'-8" 3'-114" 7 R @ 7" 6 TR @ 11" 4 A7.3 6 R @ 7"5 TR @ 11"4'-2 3/4" 3'-7" 15'-3 1/4" 4'-1 1/4" 3'-7"4'-1 1/4"3'-7"F STAIR-SOUTH 200-S 2 A7.3 3 A7.3 1 A7.3 General Contractor, Construction Manager 800 . 965 . 6501 RP MASIELLO INC. Amherst, Massachusetts 01002437 Main Street REMARKS REVISIONS NO.DATE BY SHEET TITLE DATE SCALE Northampton, MA Village Hill ServiceNet Architecture, Planning, Interior Design 413 . 586 . 1600 JUSTER POPE FRAZIER Northampton, Massachusetts 0106082 North Street DRAWN BY SHEET NO. CHECKED BY MARCH 2, 2017 SET All design work c Juster Pope Frazier LLC Civil Engineer and Land Survey Woodstock, CT 06281 CME PO Box 849 32 Crabtree Lane 860 . 928 . 7848 Structural Engineer Charlton, MA KPB Engineering 211 Freeman Road 508 . 667 . 4159 2017.03.02 AS NOTED A7.1 J. SCOTT ENLARGED PLANS: STAIRS (W,S,E) Scale:1 South Stair @ Flr. 2, Enlarged Plan 1/2" = 1'-0" Scale:2 South Stair @ Flr. 1, Enlarged Plan 1/2" = 1'-0" Scale:3 East Stair @ Flr. 1, Enlarged Plan 1/2" = 1'-0"Scale:4 South Stair @ Flr. 2, Enlarged Plan 1/2" = 1'-0" Scale:5 Enlarged Plan 1/2" = 1'-0" West Stair @ Flr. 1, Scale:6 Enlarged Plan 1/2" = 1'-0" West Stair @ Flr. 2, 14'-0"SECOND FLOOR SLAB218'-0" 11"1'-0" 4'-5 1/4"7'-0"2 A7.2 11"7"CROSS BRACING9'-11"4'-8 1/2" 21'-5 1/2" FACE-TO-FACE OF WALL, CLEAR EB 12"7"7"4'-6 1/2" 3'-10 1/4" 4'-3" 11 5/8"3'-0"3'-0"5'-4" clr.7'-0"1'-0"8'-0"6'-10" (6'-8" min.)5'-0 3/8" 5'-5"7"11" General Contractor, Construction Manager 800 . 965 . 6501 RP MASIELLO INC. Amherst, Massachusetts 01002437 Main Street REMARKS REVISIONS NO.DATE BY SHEET TITLE DATE SCALE Northampton, MA Village Hill ServiceNet Architecture, Planning, Interior Design 413 . 586 . 1600 JUSTER POPE FRAZIER Northampton, Massachusetts 0106082 North Street DRAWN BY SHEET NO. CHECKED BY MARCH 2, 2017 SET All design work c Juster Pope Frazier LLC Civil Engineer and Land Survey Woodstock, CT 06281 CME PO Box 849 32 Crabtree Lane 860 . 928 . 7848 Structural Engineer Charlton, MA KPB Engineering 211 Freeman Road 508 . 667 . 4159 2017.03.02 AS NOTED A7.2 J. SCOTT STAIR-EAST STAIR-WEST SECTIONS & DETAILS Scale:1 West Stair - EW Section 3/8" = 1'-0" Scale:2 West Stair - NS Section 3/8" = 1'-0" Scale:3 East Stair - EW Section 3/8" = 1'-0" Scale:4 East Stair - NS Section 3/8" = 1'-0" PRECAST CAP EXTENDS 12" UNDER CURTAIN WALL PRECAST CAP EXTENDS 12" UNDER CURTAIN WALL EXTEND C-CHANNEL STRINGER TO NORTH & SOUTH WALLS OF EAST STAIR, CONNECT TO STRUCTURAL STEEL POST WITHIN WALL. EXTEND C-CHANNEL STRINGER TO NORTH & SOUTH WALLS OF EAST STAIR, CONNECT TO STRUCTURAL STEEL POST WITHIN WALL. SUPPORT CONCRETE SLAB, IN-FILL GAP AT TOP OF STL BEAM WITH STL TUBE SECTION.TO SUPPORT CONCRETE SLAB OVER STAIR STL CROSS BRACING AT COL. LINE 2.7 WITHIN EAST WALL OF STAIR. MC 12 x 10.6 STRINGERS, TYP. MC 12 x 10.6 TYP. @ LANDINGS INTERMED. LANDING - 10 GA. STEEL PANS W/ 3" CONCRETE FILL 14 GA. STEEL PAN STAIRS W/ 2" CONCRETE FILL, TYP. 1/8" x 3/4" CLOSURE PLATE FIELD WELDED TO MC 12x10.6 @ WALL3'-0" TYP.2 x 2 ANGLES CONT. @ PERIMETER3"3'-0" TYP.RUBBER TREADS & RISERS 1" Typ. CONT. C 9 x 20 ANCHOR STRINGER TO CONCRETE FLOOR 1 ' - 0 " 1 1/4" NOM. DIA. SCHED. 40 STEEL HANDRAIL SET @ 3'-0" ABOVE STAIR NOSING, CENTERED 2 1/2" OFF WALL, SPACE BRACKETS @ 4'-0" O.C. MAX., PROVIDE SOLID BLOCKING FOR HANDRAIL BRACKETS 1 1/4" NOM. DIA. SCHED. 80 STEEL PIPE POST, TYP.3'-6"3'-0"2" PARALLEL TO STRINGER6"1"1/2" x 1" x 1/8" STEEL CHANNEL 1" x 1/8" STEEL COVER PLATE @ 1/2" x 1" X 1/8" STEEL CHANNEL 5/8"4" NOM. NOTE - ALL STAIRS, RAILS, GUARDS, & EXPOSED STRUCTURE TO BE PAINTED.5 1/2"8 GA. 2x2 WWM, INTERMED. CRIMP,WELD OR CRIMP TO STEEL CHANNELS 1 1/4" NOM. DIA. SCHED. 40 STEEL PIPE RAIL, TYP. 1 1/4" NOM. DIA. SCHED. 40 STEEL PIPE RAIL, TYP. 1/2" x 1" x 1/8" STEEL CHANNEL 8 GA. 2x2 WWM, INTERMED. CRIMP, WELD OR CRIMP TO STEEL CHANNELS 1 1/4" NOM. DIA. SCHED. 40 STEEL PIPE RAIL, TYP. 1 1/4" NOM. DIA. SCHED. 80 STEEL PIPE POST, TYP. PLAN DETAIL 2"4" x 3" STEEL TUBE, SECURE TO FLOOR W/1/2" DIA. HEX HEAD BOLTS @ 24" O.C. 5 1/2" x 8" BENT STEEL CLOSURE PLATE 4" RE. CONC. SLAB ON 1 1/2" METAL DECK4" NOM.1" Typ. FINISH FLOORING 5 1/2"1 1/4" NOM. DIA. SCHED. 80 STEEL PIPE POST, TYP.3'-4"1'-5 1/2" FIRST FLOOR SLAB204'-0" 1'-0" 4'-7"6'-8"10'-0"+/- 5'-9"2'-3 3/4" 4'-3 1/4" STAIR-SOUTH 100-S STAIR-SOUTH 200-S 7"1'-0" 112"112"212"General Contractor, Construction Manager 800 . 965 . 6501 RP MASIELLO INC. Amherst, Massachusetts 01002437 Main Street REMARKS REVISIONS NO.DATE BY SHEET TITLE DATE SCALE Northampton, MA Village Hill ServiceNet Architecture, Planning, Interior Design 413 . 586 . 1600 JUSTER POPE FRAZIER Northampton, Massachusetts 0106082 North Street DRAWN BY SHEET NO. CHECKED BY MARCH 2, 2017 SET All design work c Juster Pope Frazier LLC Civil Engineer and Land Survey Woodstock, CT 06281 CME PO Box 849 32 Crabtree Lane 860 . 928 . 7848 Structural Engineer Charlton, MA KPB Engineering 211 Freeman Road 508 . 667 . 4159 2017.03.02 AS NOTED A7.3 J. SCOTT STAIR SECTIONS & DETAILS Scale:4 South Stair - NS Section 3/8" = 1'-0" PRECAST CAP EXTENDS 12" UNDER CURTAIN WALL BRICK RETURNS TO 12" PAST FACE OF CURTAINWALL ADA COMPLIANT RAIL, SEE 5/A7.3, UNDER STRINGER @ EAST & SOUTH EDGES OF STAIR TEMPERED GLASS Scale:5 METAL RAIL UNDER STAIR 1" = 1'-0" RECESSED LIGHT NEAR EDGE OF ROOF OVERHANG TO ILLUMINATE BLDG SIGN (SEE 1,2/ A4.7). MACH. ROOM 109c EL. 204.00' EL. 218.00' 5/4 (1" ACTUAL) "MIRATEC" TRIM, PTD. 2 HR. RATED SHAFTWALL CEILING ASS'Y. (See ICBO Report #3579) EL. 237.66' elevator roof PTD. GALV. STL.PIT LADDER 2 HR. RATED ELEVATOR SHAFT, ALL WALLS - 6" STL. STRUCTURAL STUDS, 2 LAYERS 1/2" TYPE X GYP. BD. ON BOTH SIDES, INSULATION BATTS, TYP.8'-0"MACH. RM. 109c ELECT. RM. 109b I.T. ROOM 204b WORKROOM 204c TYP. ROOF ASSEMBLY, ROOF MANUF. STD ROOF- WALL CANTED CURB FLASHING DETAILS 2 HR. RATED MACH. RM. WALLS - 4" STL. STUDS (N+E, 6" WEST, 8" SOUTH), 2 LAYERS 1/2" TYPE X GYP. BD. ON BOTH SIDES, INSULATION BATTS, ALL WALLS, TYP.14'-0"EL. 204.00' REINFORCE SHAFT WALL FOR GUIDE RAIL INSERTS, COORD. LOCATIONS W/ ELEVATOR MFR. PTD. GALV. STL.PIT LADDER PIT LIGHT & GFI OUTLET PIT SWITCHES 2 HR. RATED ELEVATOR SHAFT, ALL WALLS - 6" STL. STRUCTURAL STUDS, 2 LAYERS 1/2" TYPE X GYP. BD. ON BOTH SIDES, INSULATION BATTS, TYP. EL. 231.00' parapet 8"7'-0"8'-3" R.O. MIN.8 1/2"7'-4" clng ht.8" typ. below ea.finished floor levelOIL LINE 7'-11" cab ht. in overtravelSLOPE DN TOWARDS NORTH, MIN.14" PER FT.EL. 237.66' elevator roof 2 HR. RATED SHAFTWALL CEILING ASS'Y. (See ICBO Report #3579) 7'-0" 1'-0" x 1'-0" x 1'-0" DP. SUMP, COORD W/ ELEVATOR MFR. FABRAL SELECT SERIES 12 CONCEALED FASTENER WALL PANEL, ALL FOUR WALLS OF ELEVATOR OVERRUN. STD COLOR. MANUF STD DETAILS. 16 oz. COPPER COUNTERFLASH & DRIP EDGE, INTEGRATE BEHIND WALL PANELS AND ABOVE ROOF ASSEMBLY.14"General Contractor, Construction Manager 800 . 965 . 6501 RP MASIELLO INC. Amherst, Massachusetts 01002437 Main Street REMARKS REVISIONS NO.DATE BY SHEET TITLE DATE SCALE Northampton, MA Village Hill ServiceNet Architecture, Planning, Interior Design 413 . 586 . 1600 JUSTER POPE FRAZIER Northampton, Massachusetts 0106082 North Street DRAWN BY SHEET NO. CHECKED BY MARCH 2, 2017 SET All design work c Juster Pope Frazier LLC Civil Engineer and Land Survey Woodstock, CT 06281 CME PO Box 849 32 Crabtree Lane 860 . 928 . 7848 Structural Engineer Charlton, MA KPB Engineering 211 Freeman Road 508 . 667 . 4159 2017.03.02 AS NOTED A7.4 J. Scott ELEVATOR SECTIONSScale:2 Elevator Plan, Floor 1 1/2" = 1'-0" I.T. 204b Scale:1 Elevator Plan, Floor 2 1/2" = 1'-0" WORKROOM 204c Scale:3 Elevator Section, North-South 1/2" = 1'-0"Scale:4 Elevator Section, East-West 3/8" = 1'-0" ELEVATOR 2 HR. ELEV. SHAFT: 2 LAYERS TYPE X 58" GYP. BD. FULL PERIMETER INSIDE & OUTSIDE OF 6" MTL STUDS. 2 HR. ELEV. SHAFT: 2 LAYERS TYPE X 58" GYP. BD. FULL PERIMETER INSIDE & OUTSIDE OF 6" MTL STUDS. 2 HR. ELEV. MACH. RM WALLS: 2 LAYERS TYPE X 58" GYP. BD. FULL PERIMETER INSIDE & OUTSIDE OF 4"/ 6" 8" MTL STUDS. 3'-4"6'-10"AADDA3'-0"DOOR TYPES5'-1"B3'-0"7"1'-10"7"6'-8"7"1'-0"6'-8"NOTE: TYPICAL GLAZING 1/4" CLEAR LAMINATEDFIRE RATED WHERE REQ'D.EECCFFGGHHFRAME TYPESNOTE: TYPICAL GLAZING 1/4" CLEAR LAMINATEDFIRE RATED WHERE REQ'D.3'-5"3'-5"3'-2"9'-8"3'-4"3'-2"3'-2"9'-8"3'-4"3'-2"3'-2"9'-8"3'-2"3'-4"3'-2"9'-8"3'-4"3'-2"3'-2"16'-0"3'-4"3'-2"3'-2"3'-2"3'-2"3'-4"7'-4"BB2'-9"C3'-0"7"3"7"6'-8"7"3'-4"6'-6"3'-2"3'-5"3'-5"6'-10"JJ12'-10"3'-4"3'-2"3'-2"3'-2"KK12'-8"3'-2"3'-2"3'-2"3'-2"LL28'-8"3'-4"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-5"3'-5"3'-2"MM4'-10"1'-6"3'-5"3'-5" 6'-10"3'-4"3'-4"GlazingRatingElevationMaterialHtThk.WidthElevationToFromDR. DOOR SCHEDULELOCATIONSee floor plans also.MaterialDOORFRAMEMISCELLANEOUS101COMMENTS1021031041051061071101 3/4"NO.VESTIBULE 100EXTERIORFIRST FLOOR SECOND FLOOR 1 3/4"VESTIBULE 100FLEX 101BHOLLOW METAL1 3/4"B1083'-0"6'-8"109ABAADOOR SCHEDULEKevin ChrobakA8.1111112113114115116117118119120123121122124125126127128129130131132201202203204205206207210208209211212213214215216217218219100VESTIBULE 100LOBBY 100ALOBBY 100AFLEX 101BLOBBY 100AOFFICE 101OFFICE 101OFFICE 101AFLEX 101COFFICE 101OFFICE 101FLEX 101DHALL 105LOBBY 100AHALL 105HALL 105HALL 105HALL 105OFFICE 102OFFICE 103FLEX 105BFLEX 105CHALL 105OFFICE 104OFFICE 104OFFICE 104OFFICE 104BOFFICE 104AVESTIBULE 106WEST EGRESS STAIRCOFFEE 107EXTERIORVESTIBULE 106VESTIBULE 106CAFE 109WATER 108JANITOR 109AELECTRIC 109BCAFE 109CAFE 109MACHINE 109CCAFE 109LOBBY 100ALOBBY 100AMALE 100BFEMALE 100CCAFE 109LOBBY 100ALOBBY 100AHALL 110NOT USEDHALL 110ORIENTATION 111LOBBY 100ASTORAGE 110BHALL 110HALL 110ORIENTATION 111EXTERIORORIENTATION 111ORIENTATION 111EXTERIOR133CAFE 109HOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METAL134EAST EGRESS STAIREXTERIORHOLLOW METALGlazingRatingTypeMaterialHtThk.WidthTypeToFromDR. LOCATIONSee floor plans also.MaterialDOORFRAMEMISCELLANEOUSCOMMENTSNO.OFFICE 201AOFFICE 201FLEX 201BLOBBY 200OFFICE 201OFFICE 201LOBBY 200OFFICE 202BOFFICE 202OFFICE 202FLEX 202COFFICE 202ALOBBY 200LOBBY 200TOILET 200BTOILET 200CCORRIDOR 208STORAGE 208AOFFICE 206CORRIDOR 208LOBBY 200FLEX 208AOFFICE 207LOBBY 200OFFICE 205LOBBY 200220FLEX 205AIT 204BMEETING 204WORKROOM 204AWEST EGRESS STAIRMEETING 203HOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METALHOLLOW METAL3'-0"6'-8"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"1 3/4"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"6'-8"3'-0"7'-0"3'-0"7'-0""1 HR1 HRNONENONENONENONENONENONENONENONENONENONENONENONENONENONEYESYESYESYESYESNONECCCCCCCCMMYESYESYESYESYESMMJJMMAAMMYESAAYESYESDDDDBBBBBBBBBBBABBBBBBAB3'-0"7'-0"HOLLOW METALNONENONENONENONENONENONENONENONENONENONENONENONENONENONEYESYESYESYESYESYESNONENONEYESBBAAAAAAAAAAAAAAAAAAMMMMBBMMAANONENONENONENONENONEYESYESYESYESYESEECCCCAACCAAGG1 HRNONENONENONENONENONEYESYESYESYESYESNONEAAAAAAAAAAAALLAANONENONEYESYESYESCCEECCAA1 3/4"GALVANIZED, INSULATED HM DOOR AND FRAME. COORDINATE FRAME PREP WITH OWNER SECURITY VENDORHARDWARE BY WINDOW MFR.. COORDINATE FRAME PREP WITH OWNER SECURITY VENDORDR. 101102103104105106107110NO.108109111112113114115116117118119120123121122124125126127128129130131132201202203204205206207210208209211212100133133DR. NO.213214215216217218219220GALVANIZED, INSULATED HM DOOR AND FRAME. COORDINATE FRAME PREP WITH OWNER SECURITY VENDORGALVANIZED, INSULATED HM DOOR AND FRAME. COORDINATE FRAME PREP WITH OWNER SECURITY VENDORDDBBBBBNONENONENONENONENONEAYESNONEAAAAAANONENONENONENONENONENONE200ALOBBY 200MEETING 200AHOLLOW METAL1 3/4"3'-0"6'-8"HH201BNONENOT USEDLOBBY 200LOBBY 200LOBBY 200LOBBY 200FLEX 200DFLEX 207A221HOLLOW METAL1 3/4"3'-0"6'-8"NONEYESCC222HOLLOW METAL1 3/4"3'-0"6'-8"AACORRIDOR 208CORRIDOR 208OFFICE 207EAST EGRESS STAIR221222AAAAAABBBBBBBBBBBBB1 HR1 HRNONENONENONENONENONEYESYESYESGeneral Contractor, Construction Manager800 . 965 . 6501RP MASIELLO INC.Amherst, Massachusetts 01002437 Main StreetREMARKSREVISIONSNO.DATEBYSHEET TITLEDATESCALENorthampton, MAVillage HillServiceNetArchitecture, Planning, Interior Design413 . 586 . 1600JUSTER POPE FRAZIERNorthampton, Massachusetts 0106082 North StreetDRAWN BYSHEET NO.CHECKED BYMARCH 2, 2017 SETAll design work c Juster Pope Frazier LLCCivil Engineer and Land SurveyWoodstock, CT 06281CMEPO Box 84932 Crabtree Lane 860 . 928 . 7848Structural EngineerCharlton, MA KPB Engineering211 Freeman Road508 . 667 . 41592017.03.02AND FRAMES