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170421-Smith Fields Permit SetLIST OF DRAWINGS EX1 L1 L2 L3 L4 L5 L6 L7 L8 L9 A1.1 A3.1 A4.1 A6.1 A7.1 S1.0 S1.1 S1.2 E1.0 E1.1 EXISTING SITE CONDITIONS TRACK LAYOUT PLAN TRACK LAYOUT PLAN TRACK GRADING PLAN TRACK GRADING PLAN SOFTBALL FIELD LAYOUT PLAN SOFTBALL FIELD GRADING PLAN DETAILS DETAILS DETAILS FIRST FLOOR PLAN, SCHEDULES ELEVATIONS BUILDING SECTIONS EXTERIOR CONSTRUCTION DETAILS INTERIOR ELEVATIONS DUGOUT FRAMING PLANS AND DETAILS DUGOUT FRAMING PLANS AND DETAILS GENERAL NOTES AND DETAILS SITE PLAN AND RISER DIAGRAM SOFTBALL FIELD AND STRUCTURES 2017-04-24 A0.0 Code Summary.docx {Note: When PDF’ing - use custom paper size 5”x36”} CODE SUMMARY IBC ALLOWABLE HEIGHT AND AREA CALCULATIONS TYPICAL BUILDING OCCUPANCY B CONSTRUCTION TYPE 3B BUILDING HEIGHT 10’-0” STORIES 1 FOOTPRINT 960 sf Home Dugout 480 sf Visitor Dugout TOTAL BUILDING AREA 1,440 gross sf SPRINKLERS NO % FRONTAGE Varies ALLOWABLE FLOOR AREA 19,000 TABLE 503 HEIGHT LIMIT 3 Stories INCREASE FOR SPRINKLERS N/A ALLOWABLE HEIGHT 3 Stories TABLE 503 AREA LIMIT 19,000 OCCUPANT LOAD 28 PERSONS PER DUGOUT GENERAL NOTES 1. ALL WORK SHALL BE IN COMPLIANCE WITH INTERNATIONAL BUILDING CODE (IBC OR IRC) 2009 WITH MASSACHUSETTS AMENDMENTS. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL STATE AND LOCAL CODES AND ORDINANCES. 2. DIMENSIONS TO NEW CONSTRUCTION - ARE TO FACE OF CONCRETE & WOOD OR METAL FRAMING UNLESS NOTED OTHERWISE. DIMENSIONS TO EXISTING CONSTRUCTION – ARE TO FACE OF FINISH. 3. DO NOT SCALE DIMENSIONS FROM DRAWINGS. USE CALCULATED DIMENSIONS ONLY. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 4. THE CONTRACTOR SHALL APPLY FOR AND SUPPLY ALL BUILDING AND TRADE PERMITS. 5. THE CONTRACTOR SHALL AT ALL TIMES ADEQUATELY PROTECT THE BUILDING AND SITE FROM DAMAGE DUE TO CONTRACT OPERATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE AS A RESULT OF CONTRACT OPERATIONS AND SHALL REPAIR AND/OR REPLACE DAMAGED AREAS TO THEIR ORIGINAL CONDITIONS. 6. THE CONTRACTOR SHALL KEEP THE BUILDING CLOSED AND SECURE AT ALL TIMES AND PROTECT THE BUILDING AND SITE FROM THEFT AND/OR VANDALISM. 7. IF APPLICABLE, SEE ALTERNATES IN SPECIFICATIONS FOR ADDITIONAL WORK NOT NOTED ON DRAWINGS. 8. CONTRACTOR TO VERIFY ALL BEARING LINES ARE CONTINUOUS AND PROPERLY TRANSFERRED TO FOUNDATION. IMMEDIATELY BRING ANY STRUCTURAL DISCREPENCIES TO THE ATTENTION OF THE ARCHITECT. 9. WINDOW & DOOR WIDTH & HEIGHT DIMENSIONS GIVEN TO WINDOW & DOOR UNIT (NOT ROUGH OPENING). IN SLEEPING ROOM, VERIFY EMERGENCY ESCAPE DIMENSIONS. PH DESIGNATES PLATE HEIGHT, WHICH IS THE ROUGH OPENING FOR FRAMING. 10. INSTALL DRAFTSTOPPING PER CODE AT ALL RATED ASSEMBLIES AND MECHANICAL CHASES. COORDINATE ACOUSTICAL INSULATION IN FLOORS AND WALLS WITH DRAFTSTOPPING REQUIREMENTS. 11. PROVIDE BLOCKING AS REQUIRED FOR, BUT NOT LIMITED TO, THE FOLLOWING: SHELVING, CABINETS, GRAB BARS, BATHROOM ACCESSORIES, HVAC, PLUMBING AND ELECTRICAL EQUIPMENT. 12. ALL EXTERIOR SLABS AND COVERED SURFACES TO BE SLOPED 1/8” PER FOOT MINIMUM AWAY FROM BUILDING. 13. SEE SPECIFICATION AND/OR DRAWINGS FOR DIRECTION ON OWNER FURNISHED AND/OR OWNER INSTALLED MATERIAL. 14. FE – INDICATES FIRE EXTINGUISHER, VERIFY FINAL TYPE WITH THE AUTHORITY HAVING JURISDICTION. 15. [NOT USED] 16. [NOT USED] 17. IF YOU KNOW ABOUT VAN HALEN AND THE BROWN M&M’S SAY SO, IF YOU DON’T, ASK. REALLY. SMITH COLLEGE FIELDS LOCUS PLAN Smith College Track & Softball Field Renovations 21 April 2017 Permit Set College Contact: Peter Gagnon Smith College Northampton, MA Construction Manager: Keiter Builders Florence, MA 413-586-8600 Architect: Garth H Schwellenbach, AIA C&H Architects Amherst, MA 413-549-3616 Landscape Architect + Civil Engineer: Berkshire Design Group Peter Wells Northampton, MA (413) 582-7000 Electrical Engineer: Hallam ICS Mark Felgate Middletown, CT 860-788-6815 Structural Engineer: GNCB Consulting Engineers James Norden, PE Old Saybrook, CT 860-388-1224 4/21/17 - PERMIT SET 4/21/17 - PERMIT SET 4/21/17 - PERMIT SET 4/21/17 - PERMIT SET 4/21/17 - PERMIT SET BLEACHERS, PRESS BOX, ACCESS RAMPAND SLAB TO BE DESIGNED AN ENGINEEREDBY DANT CLAYTON CORPORATION UNDERDESIGN-BUILD CONTRACT4/21/17 - PERMIT SET 4/21/17 - PERMIT SET 4/21/17 - PERMIT SET 4/21/17 - PERMIT SET 4/21/17 - PERMIT SET c&h architectscoldham and hartman.comamherst, maFile: 17-02.03 Softball Dugouts Mitered Bleachers.pln Print Date: 4/24/17© 2017 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.Smith CollegeTrack and Softball Field RenovationsNorthampton, MAA1.1 Project No. Scale: Drawn By: Checked By: 17-02.03 GS 21 April 2017 Permit Set FIRST FLOOR PLAN, SCHEDULES Consultants LA + Civil Engineer: Berkshire Design Group Peter Wells Northampton, MA (413) 582-7000 Electrical Engineer: Hallam ICS Mark Felgate Middletown, CT 860-788-6815 Structural Engineer: GNCB Consulting Engineers James Norden, PE Old Saybrook, CT 860-388-1224 D1 6'-8"3'-0"D37'-0" 6'-0" W1 PH 5'-4"2'-0"3'-4"W2 PH 5'-4"2'-0"3'-4"W3 PH 5'-4"2'-0"3'-4"W4 PH 5'-4"2'-0"3'-4"D26'-8" 3'-0" 2 A6.1 3 A6.1 24'-0"40'-0"11'-41/2"26'-8"11'-01/2" 4'-8"3'-8"6'-3"6'-8" TYP.EQ EQ 1 A3 1 A3 SOUTH NORTH WEST EAST 9 11 10 12 A7.1 13 14 15 16 A7.1 5 6 7 8 A7.1 HELMET RACK BAT RACK LEANING BAR WHITE BOARD PROTECTIVE NETTING FLOOD VENT - "SMART VENT" OR SIMILAR FLOOD VENT BENCH020102 0101 STORAGE TEAM ROOM HOME DUGOUT 28'-8"9'-8"28'-8"12'-0"40'-0"2A32A33A33A3SOUTH1 NORTH1 WEST1EAST113 24A7.1 WHITE BOARD PROTECTIVE NETTING 01VISITOR DUGOUT 10"73/4" 8" SPLIT FACED CMU BRICK EXTERIOR 01alt01 6" PAINTED CMU INTERIOR 8" CMU 02 GROUT SOLID 8" SPLIT FACED CMU6" CMU WITH 1 WYTHE BRICK 5 5/8" CMU 3/4" GROUT 3 5/8" BRICK 8" CMU DOOR SCHEDULE NO. D1 D2 D3 ROOM NAME TEAM ROOM STORAGE STORAGE WIDTH 3'-0" 3'-0" 6'-0" HEIGHT 6'-8" 6'-8" 7'-0" THK. 0'-13/4" 0'-13/4" 0'-13/4" FRAME MATERIAL HOLLOW METAL HOLLOW METAL STEEL LEAF MATERIAL HOLLOW METAL HOLLOW METAL STEEL ROLL-UP FINISH FACTORY PAINT FACTORY PAINT FACTORY PAINT HDWR. SET HDWR. SET SUMMARY REMARKS WINDOW SCHEDULE MARK W1 W2 W3 W4 QUANTITY 1 1 1 1 4 CONSTRUCTION FIBERGLASS FRAME FIBERGLASS FRAME FIBERGLASS FRAME FIBERGLASS FRAME FINISH FACTORY (NOT WHITE) FACTORY (NOT WHITE) FACTORY (NOT WHITE) FACTORY (NOT WHITE) MANUFACTURER TBD TBD TBD TBD SIZE ( WIDTH X HEIGHT) 3'-4"x2'-0" 3'-4"x2'-0" 3'-4"x2'-0" 3'-4"x2'-0" REMARKS FINISH SCHEDULE ROOM NAME HOME DUGOUT STORAGE TEAM ROOM VISITOR DUGOUT FLOOR MATERIAL RUBBER " " " FINISH FACTORY " " " WALL MATERIAL BLOCK " " " FINISH EPOXY PAINT " " " CEILING MATERIAL CEMENT FIBER BOARD OPEN RAFTERS OPEN RAFTERS CEMENT FIBER BOARD FINISH PAINT PAINT PAINT PAINT NOTES N0 2'4'8'SCALE: 1/4" = 1'-0"1 HOME DUGOUT 0 2'4'8'SCALE: 1/4" = 1'-0"2 VISITOR DUGOUT SCALE: 1" = 1'-0"3 PARTITION TYPES c&h architectscoldham and hartman.comamherst, maFile: 17-02.03 Softball Dugouts Mitered Bleachers.pln Print Date: 4/24/17© 2017 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.Smith CollegeTrack and Softball Field RenovationsNorthampton, MAA3.1 Project No. Scale: Drawn By: Checked By: 17-02.03 GS 21 April 2017 Permit Set ELEVATIONS Consultants LA + Civil Engineer: Berkshire Design Group Peter Wells Northampton, MA (413) 582-7000 Electrical Engineer: Hallam ICS Mark Felgate Middletown, CT 860-788-6815 Structural Engineer: GNCB Consulting Engineers James Norden, PE Old Saybrook, CT 860-388-1224 CORBELLED TOP OF BACK WALL CORBELLED TOP OF BACK WALL SCALE: 1/4" = 1'-0"8 EAST ELEVATION SCALE: 1/4" = 1'-0"7 NORTH ELEVATION SCALE: 1/4" = 1'-0"6 WEST ELEVATION SCALE: 1/4" = 1'-0"5 SOUTH ELEVATION SCALE: 1/4" = 1'-0"3 EAST ELEVATION SCALE: 1/4" = 1'-0"4 NORTH ELEVATION SCALE: 1/4" = 1'-0"2 SOUTH ELEVATION SCALE: 1/4" = 1'-0"1 WEST ELEVATION c&h architectscoldham and hartman.comamherst, maFile: 17-02.03 Softball Dugouts Mitered Bleachers.pln Print Date: 4/24/17© 2017 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.Smith CollegeTrack and Softball Field RenovationsNorthampton, MAA4.1 Project No. Scale: Drawn By: Checked By: 17-02.03 GS 21 April 2017 Permit Set BUILDING SECTIONS Consultants LA + Civil Engineer: Berkshire Design Group Peter Wells Northampton, MA (413) 582-7000 Electrical Engineer: Hallam ICS Mark Felgate Middletown, CT 860-788-6815 Structural Engineer: GNCB Consulting Engineers James Norden, PE Old Saybrook, CT 860-388-1224 5 A4.1 1 A6.1 8'-91/2"4" DIAMETER LEAN BAR ATTACHED TO STEEL POST SAFETY NET STEEL STRUCTURAL POST (TBD) METAL FENCE BELOW LEAN BARFLOOD VENT STEEL BEAM PER STRUCTURAL EPDM MEMBRANE ROOF - LIGHT GREY TEAM ROOM PITCH FLOOR SLAB 1/8" 1/4" ROOF PITCH 8'-33/4"7'-10"3'-7"RUBBER FLOORING 4 A4.1 4 A6.1 9'-01/2"10'-0"PITCH FLOOR SLAB 1/8" 1/4" ROOF PITCH SEE HOME DUGOUT FOR CONSTRUCTION NOTESVARIESALUMINUM COPING BRICK BLOCK BRICK STARTS 2" BELOW GRADE RUBBER FLOORING SEE STRUCTURALSEE STRUCTURAL5'-4"7'-9"BRICK SILL BRICK PAINTED BLOCK WOOD JAMB OPEN CEILING JOISTS IN TEAM ROOM AND STORAGE ROOM CORBELLED TOP AWNING WINDOW PAINTED BLOCK SEE STRUCTURALSEE STRUCTURAL SCALE: 1/4" = 1'-0"1 HOME DUGOUT SECTION SCALE: 1/4" = 1'-0"3 DUGOUT SECTION SCALE: 1/4" = 1'-0"2 VISITOR DUGOUT SECTION SCALE: 1" = 1'-0"4 SIDE WALL SECTION SCALE: 1" = 1'-0"5 BACK WALL SECTION c&h architectscoldham and hartman.comamherst, maFile: 17-02.03 Softball Dugouts Mitered Bleachers.pln Print Date: 4/24/17© 2017 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.Smith CollegeTrack and Softball Field RenovationsNorthampton, MAA6.1 Project No. Scale: Drawn By: Checked By: 17-02.03 GS 21 April 2017 Permit Set EXTERIOR CONSTRUCTION DETAILS Consultants LA + Civil Engineer: Berkshire Design Group Peter Wells Northampton, MA (413) 582-7000 Electrical Engineer: Hallam ICS Mark Felgate Middletown, CT 860-788-6815 Structural Engineer: GNCB Consulting Engineers James Norden, PE Old Saybrook, CT 860-388-12248"1 1/2" POLYISO INSULATION ROOF MEMBRANE AND FLASHING PLYWOOD DECKING PER STRUCTURAL JOIST PER STRUCTURAL 1/4" CEMENT PANEL CEILING WITH BATTENS AT SEAMS WIDE FLANGE BEAM BRICK STEEL COLUMN BEYOND COPING CONNECTIONS PER STRUCTURAL 1/2" HIGH DENSITY OVERLAY OR PLYWOOD CONNECTIONS PER STRUCTURAL BLOCK 113/4"113/4"13/4" 6" CMU INTERIOR BRICK WALL END BRICK EXTERIOR GROUT SOLID BETWEEN BLOCK AND BRICK 113/4"13/4" 6" CMU INTERIOR BRICK EXTERIOR BRICK CORBELLED TOP OF WALL DECKING PER STRUCTURAL 1 1/2" POLYISO INSULATION 1/2" HD OVERLAYMENT OR PLYWOOD 0.060 ROOF MEMBRANE ROOF JOIST PER STRUCTURAL CONNECTIONS AND WALL DETAILS PER STRUCTURAL SCALE: 3" = 1'-0"1 ROOF PARAPET DETAIL SCALE: 1 1/2"= 1'-0"2 BRICK WALL END DETAIL SCALE: 1 1/2"= 1'-0"3 BRICK CORNER DETAIL SCALE: 3" = 1'-0"4 BACK WALL DETAIL c&h architectscoldham and hartman.comamherst, maFile: 17-02.03 Softball Dugouts Mitered Bleachers.pln Print Date: 4/24/17© 2017 Coldham & Hartman Architects This drawing is not intended nor shall it be used for constructionunless the signed seal of a design professional is affixed.Smith CollegeTrack and Softball Field RenovationsNorthampton, MAA7.1 Project No. Scale: Drawn By: Checked By: 17-02.03 GS 21 April 2017 Permit Set INTERIOR ELEVATIONS Consultants LA + Civil Engineer: Berkshire Design Group Peter Wells Northampton, MA (413) 582-7000 Electrical Engineer: Hallam ICS Mark Felgate Middletown, CT 860-788-6815 Structural Engineer: GNCB Consulting Engineers James Norden, PE Old Saybrook, CT 860-388-1224 WALL MOUNTED HELMET RACK BAT RACK WALL MOUNTED WHITE BOARD WALL MOUNTED CUBBIES WALL MOUNTED HOOKS BENCH SHELF OVER BENCH HELMET RACK BAT RACK LEAN BAR STRUCTURAL POSTS PROTECTIVE NETTINGPROTECTIVE NETTING FENCING BELOW LEAN BARFENCING BELOW LEAN BAR HELMET RACK WALL MOUNTED CUBBIES WALL MOUNTED HOOKS BENCH FLOOD VENTFLOOD VENT FLOOD VENT BAT RACK WALL MOUNTED HELMET RACK SHELF ABOVE BENCH HELMET RACK LEAN BAR STRUCTURAL POSTS PROTECTIVE NETTINGPROTECTIVE NETTING FENCING BELOW LEAN BARFENCING BELOW LEAN BAR WALL MOUNTED HELMET RACK BAT RACK WALL MOUNTED WHITE BOARD FLOOD VENT FLOOD VENT DOOR TO DUGOUT 1X4 MOUNTED TO WALL FOR POSTER MOUNTING1X4 ATTACHED TO WALL FOR POSTER MOUNTING 1X4 MOUNTED TO WALL FOR POSTER MOUNTING1X4 ATTACHED TO WALL FOR POSTER MOUNTING FLOOD VENT DOOR TO TEAM ROOM OVERHEAD ROLL-UP DOOR SCALE: 3/8" = 1'-0"4 VISITOR DUGOUT SCALE: 3/8" = 1'-0"3 VISITOR DUGOUT SCALE: 3/8" = 1'-0"1 VISITOR DUGOUT SCALE: 3/8" = 1'-0"2 VISITOR DUGOUT SCALE: 3/8" = 1'-0"9 HOME DUGOUT SCALE: 3/8" = 1'-0"10 HOME DUGOUT SCALE: 3/8" = 1'-0"11 HOME DUGOUT SCALE: 3/8" = 1'-0"12 HOME DUGOUT SCALE: 3/8" = 1'-0"15 TEAM ROOM SCALE: 3/8" = 1'-0"16 TEAM ROOM SCALE: 3/8" = 1'-0"13 TEAM ROOM SCALE: 3/8" = 1'-0"14 TEAM ROOM SCALE: 3/8" = 1'-0"7 STORAGE SCALE: 3/8" = 1'-0"8 STORAGE SCALE: 3/8" = 1'-0"6 STORAGE SCALE: 3/8" = 1'-0"5 STORAGE 40'-0"24'-0"40'-0"12'-4 1/4"11'-7 7/8"CJCJCJCJ4" BRICK + 6" CMU10" COMPOSITE WALL:(TYP 3 SIDES)8"CMU3S1.14S1.15S1.13S1.13S1.1CONTINUOUS CJ UNDER WALLHSS4X4X1/4HSS4X4X1/4HSS4X4X1/412'-4 1/4"11'-7 7/8"S1.058"10"8"8"10"8"8"8"8"8"10"8"3S1.14S1.15S1.124'-0"24'-3 1/2"3S1.13S1.140'-0"40'-3 1/2"REINF. FOOTINGS WITH 3-#5 LONGITUDINAL AND #5 AT 18"oc HORIZONTAL BOT (TYP)REINF. 10" WALLS WITH #5 AT 18"oc VERT AND HORZ EACH FACEREINF. 8" WALL SWITH #5 AT 18"oc VERT AND HORZ AT CENTER OF WALL8"8"8"1 3/4"40'-0"1 3/4"3S1.13S1.13S1.15S1.11 3/4"12'-0"1 3/4"12'-3 1/2"40'-3 1/2"40'-0"CJCJ12'-0"4" BRICK + 6" CMU10" COMPOSITE WALL:(TYP 3 SIDES)3S1.13S1.13S1.15S1.1PROJECTNORTH8"10"8"6 1/4"1 3/4"11 3/4"11 3/4"6 1/4"1 3/4"AT CORNER PILASTER, PROVIDE #5 VERTICALS AND #3 TIES AT 12"ocREINFORCE WALL PER TYP DETAILS2'-2" FTG8"10"8"2'-2" FTG1. SUITABLE BEARING SOILS FOR FOOTINGS SHALL CONSIST OF THE NATURALLY-DEPOSITED SILT AND CLAY OR THE OUTWASH SAND AND GRAVEL. OF PARTICULAR CONCERN IS THE POTENTIAL FOR THE SILT AND CLAY SOILS TO BE EASILY DISTURBED BY CONSTRUCTION EQUIPMENT AND/OR WORKMEN, AND THE SOILS ARE ALSO FROST SUSCEPTIBLE. AS SUCH, FINAL EXCAVATION OF THE SILT AND SLAY MUST BE COMPLETED BY BACKHOE EQUIPMENT EQUIPPED WITH SMOOTH-EDGE BUCKETS. IN ADDITION, CONSTRUCTION EQUIPMENT AND WORKMEN SHALL NOT OPERATE/WALK DIRECTLY ON THE PREPARED SILT AND CLAY BEARING SOILS.2. THE SILT AND CLAY MUST BE OVEREXCAVATED BY 6 INCHES AT FOOTINGS BEARING ON THE SILT AND CLAY AND BY 24 INCHES AT THE GROUND FLOOR SLAB REGARDLESS OF THE BEARING MATERIAL. AS SHOWN IN SECTIONS, AS SOON AS THE OVER-EXCAVATED AREAS AT FOOTINGS AND SLABS ARE EXPOSED, THEY MUST BE BACKFILLED WITH A 1/2-INCH SIZE CRUSHED STONE PLACED ON A STRUCTURAL FILTER FABRIC SUCH AS MIRAFI 600X. THE FULL DEPTH OF STONE BELOW THE SLAB SHALL BE LIGHTLY COMPACTED WITH A VIBRATORY PLATE COMPACTOR.3. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE PREPARED BEARING SURFACES, INCLUDING THE TIME DURING FORMING AND PLACING REINFORCING STEEL, UNTIL THEY ARE CONCRETED.Track and Softball Field RenovationsNorthhampton, MASmith CollegeDrawn by:Checked by:Scale:Project No.ConsultantsLA + Civil Engineer:Berkshire Design GroupPeter WellsNorthampton, MA(413) 582-7000Electrical Engineer:Hallam ICSMark FelgateMiddletown, CT860-788-6815Structural Engineer:GNCB ConsultingEngineersJames Norden, PEOld Saybrook, CT860-388-1224© 2017Coldham & Hartman ArchitectsThis drawing is not intended norshall it be used for constructionunless the signed seal of adesign professional is affixed.C:\Users\GNCB032\Documents\17045 S17 Smith College Softball Facilities Central_GNCB032.rvtAs indicatedDUGOUTFRAMINGPLANS ANDDETAILSS1.0JS/AJAJ/JFN21 April 201717045Permit Set 1/4" = 1'-0"1HOME SLAB-ON-GRADE PLAN 1/4" = 1'-0"2HOME FOUNDATION PLAN 1/4" = 1'-0"3VISITOR FOUNDATION PLAN 1/4" = 1'-0"4VISITOR SLAB-ON-GRADE PLAN 1 1/2" = 1'-0"5FOUNDATION CORNER PILASTER PLANFOUNDATION PLAN NOTES HH1H2H32x10 @ 16"oc•7S1.19S1.110S1.18S1.17S1.13/4" APA-RATED PLYWOOD FASTENED WITH 8d NAILS AT 6"oc AT ALL EDGES AND IN FIELD. PROVIDE SOLID BLOCKING AT ALL PLYWOOD EDGES.W8X31HSS4X4X1/4HSS4X4X1/4HSS4X4X1/46S1.1V1V2V3V2x10 @ 16"oc•3S1.13S1.13S1.15S1.13/4" APA-RATED PLYWOOD FASTENED WITH 8d NAILS AT 6"oc AT ALL EDGES AND IN FIELD. PROVIDE SOLID BLOCKING AT ALL PLYWOOD EDGES.W8X31PROJECTNORTH1/2" CRUSHED STONEMIRAFI 600X FILTER FABRICVAPOR RETARDERT.O.C. EL. = 0'-0"REINF. FOOTING WITH 3-#5 LONGITUDINAL AND #5 AT 18"oc HORIZONTAL BOTREINF. CONC WALL WITH #5 AT 18"oc VERT AND HORZW/ WWF4" SOGIN SLAB4" TURN-DOWNFINISHED GRADE4'-0" MIN BELOWTYP1"3"3"6"5"5"10"1/2" X 6" X 0'-10" BASE PLATE WITH (4) 1/2" EXPANSION BOLTS WITH 6" EMBED2'-0"8"8"8"2'-0"6"1'-0"HSS4X4X1/42'-0" X 2'-0" DOWEL AT 18"oc WITH 2-#4CONTINUOUS IN SLAB4" BRICK6" CMUANCHOR BRICK TO CMU WITH BRICK TIES ANCHORED TO HORIZONTAL CMU LATTICE REINFORCEMENT AT EVERY OTHER COURSEPARAPETPER ARCH DWGS2X RAFTERS - INSTALL LAST RAFTER TIGHT TO FACE OF CMUROOFING/WATERPROOFING PER ARCH DWGS10"ANCHOR LAST RAFTER TO CMU WITH 1/2" DIA. EXPANSION ANCHOR WITH 4" EMBED AT 16"oc IN BOND BEAM. REINF. BOND BEAM WITH 2-#4. FULLY GROUT BOND BEAM.MAX2"BOND BEAM AT TOP OF PARAPET WITH 2-#4 CONTPROVIDE 2X10 LEDGER AT FACE OF CMU AND ANCHOR WITH 1/2" DIA. EXPANSION ANCHOR WITH 4" EMBED AT 16"oc IN BOND BEAM. REINF. BOND BEAM WITH 2-#4. FULLY GROUT BOND BEAM.10"ROOFING/WATERPROOFING PER ARCH DWGSSIMPSON STRONG-TIE LUS28 FACE-MOUNTED JOIST HANGERSIMPSON STRONG-TIE H2.5A HURRICANE TIE AT EACH RAFTER TO DOUBLE PLATE(2) 2X8 PLATE ANCHORED TO FULLY GROUTED BOND BEAM WITH (2) 1/2" DIA. x 4" EMBED EXP BOLTS AT 16"ocSTAGGERED BLOCKING BETWEEN RAFTERSCMU8"REINF.CONT. 2-#4 AT BOND BEAMCONTINUOUS 2X RAFTERS + PLYWOOD SHEATHINGROOFING/WATERPROOFING PER ARCH DWGSTYP1"3"3"6"5"5"10"1/2" X 6" X 0'-10" BASE PLATE WITH (4) 1/2" THRU-BOLTS5/16" FITTED STIFFENERS FOR W8X AT COLUMNHSS4X4X1/4CONTINUOUS 1/4" X 6" PLATE WELDED TO TOP OF W8XPROVIDE AT LEAST 1 HORIZONTAL LATTICE TIE WITH ANCHORS FOR BRICK AT PARAPET8"REINF. PARAPET WITH #4 AT 32"oc + 1-#4 CONT. IN BOND BEAMPERARCHDWGSPARAPETFULLY GROUTED JOINT BETWEEN BRICK AND CMUSIMPSON STRONG-TIE LUS28 FACE-MOUNTED JOIST HANGERCONTINUOUS DOUBLE SOLID BLOCKING ANCHORED TO TOP AND BOTTOM FLANGES OF W8X WITH SIMPSON SDS SCREWS X 2 1/2" LONG AT 12"oc (TOP AND BOTTOM SCREWS STAGGERED). FLANGES OF W8X TO BE PRE-DRILLED.CONTINUOUS 2X10 WITH (2) SIMPSON SDS SCREWS X 4 1/2" AT 12"oc TOP AND BOTTOM STAGGERED1/2" CRUSHED STONEMIRAFI 600X FILTER FABRICVAPOR RETARDERT.O.C. EL. = 0'-0"REINF. FOOTING WITH 3-#5 LONGITUDINAL AND #5 AT 18"oc HORIZONTAL BOTREINF. CONC WALL WITH #5 AT 18"oc VERT AND HORZ. PROVIDE DOWELS TO FOOTING TO MATCH.2'-6"8" CMUPROVIDE CONTROL JOINT IN SLAB ALONG CENTERLINE OF FOUNDATION WALL1'-0"6"8"8"8"2'-0"2'-0"1/2"5 1/2"6" POCKETPOCKET91/4"DEEPX9"WIDEW8XL3X3X1/4 X 0'-5" GOVERNMENT ANCHORMORTAR POCKET SOLID AFTER PLACING BEAMBEARING PLATE1/2" x 5" x 8 1/2"W ON 3/4" MIN GROUT8"10"8"1'-0"6"2'-2"W/WWF4"SOG2'-0"1/2" CRUSHED STONEMIRAFI 600X FILTER FABRICVAPOR RETARDER4" BRICK6" CMUFINISHEDGRADE4'-0"MINBELOWT.O.C. EL. = 0'-0"REINF. FOOTING WITH 3-#5 LONGITUDINAL AND #5 AT 18"oc HORIZONTAL BOTANCHOR BRICK TO CMU WITH BRICK TIES ANCHORED TO HORIZONTAL CMU LATTICE REINFORCEMENT AT EVERY OTHER COURSEREINF. CONC WALL WITH #5 AT 18"oc VERT AND HORZ. EACH FACE. PROVIDE DOWELS TO FOOTING TO MATCH.Track and Softball Field RenovationsNorthhampton, MASmith CollegeDrawn by:Checked by:Scale:Project No.ConsultantsLA + Civil Engineer:Berkshire Design GroupPeter WellsNorthampton, MA(413) 582-7000Electrical Engineer:Hallam ICSMark FelgateMiddletown, CT860-788-6815Structural Engineer:GNCB ConsultingEngineersJames Norden, PEOld Saybrook, CT860-388-1224© 2017Coldham & Hartman ArchitectsThis drawing is not intended norshall it be used for constructionunless the signed seal of adesign professional is affixed.C:\Users\GNCB032\Documents\17045 S17 Smith College Softball Facilities Central_GNCB032.rvtAs indicatedDUGOUTFRAMINGPLANS ANDDETAILSS1.1JS/AJAJ/JFN21 April 201717045Permit Set 1/4" = 1'-0"1HOME ROOF FRAMING PLAN 1/4" = 1'-0"2VISITOR ROOF FRAMING PLAN 3/4" = 1'-0"5FOUNDATION SECTION 3 1" = 1'-0"7ROOF SECTION 1 1" = 1'-0"8ROOF SECTION 2 1" = 1'-0"9ROOF SECTION 3 1" = 1'-0"10ROOF SECTION 4 3/4" = 1'-0"4FOUNDATION SECTION 2 1" = 1'-0"6BEAM BEARING ELEVATION 3/4" = 1'-0"3FOUNDATION SECTION 1 DD/4SAW CUT AS SOON AS CONCRETE WILL NOT RAVEL (24 HRS MAX)WWF11/2"CLRMINIMUM MASONRYWALL REINFORCING DETAILOPENOPENOPENELEVATIONNOTES:PROVIDE DOWELS TO MATCHWALL REINF (LAP 48 DIA)1-#4 OR 2-#3 BARS ALLSIDES OF AND ADJACENTTO EVERY OPENING.2-#5 CONT HORIZONTALREINFORCEMENT IN THE TOPOF THE FOUNDATION WALL.SEE NOTE 140 BARDIA (24"MIN)10'-0" MAX (UNIFORMLY DISTRIBUTEDJOINT REINFORCEMENT OF TOTALEQUIVALENT AREA MAY BE USEDINSTEAD)1-#4 WALLENDS ORCORNERS ORINTERRUPTIONSBOND BEAM AT THE FLOOR ORROOF OR PARAPETCONTROL JOINT1-#4 EACH SIDEOF CONTROLJOINTS1-#4BARS TYP1. AT INTERIOR PART IONS WHERE NO FOUNDATION IS PRESENTPROVIDE BOND BEAM AT BOTTOM OF WALL WITH 1-#4 OR 2-#3CONT TYPICAL.2. PROVIDE 48 BAR DIA LAPS WHERE REQUIRED.BUILDING DESIGN LOADSDESIGN LIVE LOADSDUGOUT: 50PSFSNOW LOADSGROUND SNOW LOAD: Pg = 40IMPORTANCE FACTOR: Is = 1.0FLAT ROOF SNOW LOAD: Pf = 35PSF SNOW EXPOSURE FACTOR: Ce = 1.0THERMAL FACTOR:Cr = 1.0WIND LOADSBASIC WIND SPEED (3 SEC GUST):95 MPHWIND EXPOSURE CATEGORY:BWIND IMPORTANCE FACTOR:Iw= 1SEISMIC LOADSSPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS:Ss=0.230SPECTRAL RESPONSE ACCELERATION AT ONE-SECOND PERIODS:S1=0.067SEISMIC USE GROUP:ISEISMIC DESIGN CATEGORY: BSITE CLASS:DANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE METHODLATERAL LOAD RESISTING SYSTEMS:ORDINARY REINFORCED MASONRY SHEAR WALLSR=3.0Cd=2.25FOUNDATIONS1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS SET FORTH BY GNCB CONSULTING ENGINEERS, P.C., OLD SAYBROOK, CT BASED ON 04/03/2017 SOIL INVESTIGATION.2. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL MATERIAL OR CONTROLLED STRUCTURAL FILL HAVING AN ALLOWABLE BEARING VALUE OF 2 TONS PER SQUARE FOOT TOTAL LOAD PRESSURE AND SHALL BEAR LEAST 3'-6” BELOW FINISH GRADE WHERE EXPOSED TO FREEZING.3. ELEVATIONS OF THE BOTTOM OF FOOTING SHOWN ON PLANS ARE FOR BIDDING PURPOSES AND SHALL BE LOWERED IF NECESSARY TO THE REQUIRED BEARING MATERIAL AS FOUND UPON EXCAVATION. IF THE REQUIRED BEARING MATERIAL IS NOT ENCOUNTERED AT ELEVATIONS SHOWN, NOTIFY ENGINEER IMMEDIATELY.4. FOR SLAB ON GRADE AREAS WITHIN BUILDING PERIMETER, REMOVE ALL SURFACE TOPSOIL, PAVEMENT, AND OTHER UNSUITABLE MATERIALS IN ACCORDANCE WITH THE DETAILS PROVIDED IN THIS SET OF DOCUMENTS.5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND SLAB ON GRADE BRACING THESE WALLS LATERALLY AGAINST EARTH PRESSURE, WIND AND OTHER LATERAL FORCES ARE IN PLACE. 6. STEP FOOTINGS AS REQUIRED TO PASS UNDER MECHANICAL PIPING. PROVIDE SLEEVES FOR ALL PENETRATIONS IN FOUNDATION WALL.7. REFER TO FOUNDATION PLANS FOR ADDITIONAL NOTES.REINFORCED CONCRETE1.ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS PER ACI 318 AND SHALL BE NORMAL WEIGHT (UNLESS INDICATED AS LIGHT WEIGHT ON PLANS) AIR ENTRAINED WITH A 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS: WALLS AND FOUNDATIONS 3000 PSISLABS ON GRADE4500 PSI2.ALL REINFORCING BARS SHALL BE HIGH STRENGTH DEFORMED BARS ASTM A 615 - GRADE 60 U.N.O.3.REINFORCING BARS FOR WELDING TO STRUCTURAL STEEL SHALL BE ASTM A706 WELDABLE REINFORCING. 4.DETAIL ALL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL - 1988." SHOW ON THE PLACING DRAWINGS THE NUMBER AND LOCATION OF ALL BAR SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN POSITIONS INDICATED. 5.MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE INDICATED SHALL BE: CONCRETE POURED AGAINST EARTH:3"CONCRETE POURED IN FORMS BUTEXPOSED TO EARTH OF WEATHER: BARS #5 AND SMALLER1- 1/2"BARS LARGER THAN #52"6.NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. REBAR DEVELOPMENT / SPLICE LENGTH SHALL BE AS SHOWN BELOW UNLESS OTHERWISE NOTED. VALUES SHOWN ARE IN INCHES. MAKE ALL BARS CONTINUOUS AROUND CORNERS. 7.SLABS AND WALLS SHALL HAVE NO JOINTS IN A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPAN OR AT CENTER OF SUPPORT WITH VERTICAL BULKHEADS, HORIZONTAL KEYS AND REINFORCING CONTINUING THROUGH. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS APPROVED BY THE STRUCTURAL ENGINEER. 8.WIRE MESH REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS, AND SHALL BE WIRED TOGETHER. PROVIDE ADEQUATE SUPPORTS FOR MESH TO INSURE ITS LOCATION AS SHOWN ON DRAWINGS. MASONRY1. ALL MASONRY SHALL DEVELOP 1500 PSI COMPRESSIVE STRENGTH (f 'm) IN 28 DAYS.2. ALL MORTAR SHALL BE TYPE S.3. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH GROUT FOR A DISTANCE OF 24” BENEATH AND 12” EACH SIDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATED LOADS. 4. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60.5. ALL REINFORCING IN MASONRY SHALL BE FULLY GROUTED IN PLACE USING HIGH LIFT (OR LOW LIFT) GROUTING TECHNIQUES. SEE SPECIFICATIONS FOR DETAILS. CLEANOUTS SHALL BE PROVIDED FOR ALL GROUT POURS OVER 5 FEET IN HEIGHT AND SHALL BE PROVIDED AT THE BOTTOM OF ALL VERTICAL CELLS CONTAINING REINFORCING. 6. NO SPLICES IN REINFORCING BARS SHALL BE MADE EXCEPT AS DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. WHERE PERMITTED, ALL SPLICES SHALL BE LAPPED AS FOLLOWS:#3 BARS - 1'-6”#4 BARS - 2'-0”#5 BARS - 2'-6”#6 BARS - 3'-0”#7 BARS - 3'-6”7.VERTICAL REINFORCING BARS SHALL BE PLACED USING GALVANIZED OR PLASTIC BAR POSITIONERS.8.HORIZONTAL REINFORCING SHALL BE NO. 9 GAGE WIRE CONFORMING TO ASTM A82 AND SHALL BE PLACED EVERY OTHER COURSE U.N.O.9.ALL MASONRY SHALL BE PLACED IN RUNNING BOND U.N.O.STRUCTURAL STEEL1.ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE ON THE DRAWINGS:ROLLED WIDE FLANGE SECTIONS:ASTM A572 OR A992, GRADE 50ALL OTHER ROLLED SECTIONS: ASTM A36TUBULAR SECTIONS:ASTM A500, GRADE BANCHOR RODS:ASTM F1554, GRADE 55MISC.. PLATES ANDASTM A36CONNECTION MATERIALS:2.STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ASD OR LRFD AND THE AISC CODE OF STANDARD PRACTICE. 3.ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE CURRENT SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS AS ENDORSED BY AISC. ALL BEAM TO COLUMN CONNECTIONS SHALL BE MADEWITH HIGH STRENGTH BOLTS AND SHALL BE FULLY TENSIONED. ALL OTHER HIGH STRENGTH BOLTED CONNECTIONS MAY BE SNUG TIGHT UNLESS NOTED AS SLIP CRITICAL ON DRAWING.4.ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE AMERICAN WELDING SOCIETY (AWS) STRUCTURAL WELDING CODE - STEEL D1.1, LATEST EDITION. USE E70XX ELECTRODES UNLESS NOTED OTHERWISE. 5.PROVIDE ALL PLATES, CLIP ANGLES, CLOSURE PIECES, STRAP ANCHORS, MISCELLANEOUS PIECES, AND HOLES REQUIRED TO COMPLETE THE STRUCTURE. 6.ALL LINTELS SHALL HAVE 6” MINIMUM BEARING EACH END UNLESS NOTED OTHERWISE.7.ALL STEEL EXPOSED TO WEATHER, INCLUDING LINTELS IN EXTERIOR WALLS SHOULD BE HOT DIP GALVANIZED U.NO.POST-INSTALLED FASTENERS AND ANCHORS1. ALL HOLES INTO MASONRY OR CONCRETE WALLS FOR PROPRIETARY ANCHORING SYSTEMS SHALL BE DRILLED AND CLEANED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.2. ALL PROPRIETARY ANCHORING SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND USING ALL RECOMMENDED ACCESSORIES AND SUPPLEMENTAL COMPONENTS SUCH AS SCREEN TUBES, WASHERS, ETC.3. ALL HOLES IN HOLLOW MASONRY SHALL BE DRILLED WITH ROTARY DRILLS. HAMMER DRILLS ARE NOT PERMITTED.4. ALL EPOXY ADHESIVE SHALL BE HILTI RE-500, SIMPSON ET OR APPROVED EQUAL. U.N.O.5. ALL ACRYLIC ADHESIVE SHALL BE HILTI HIT (ICE, HY150 ORO HY20), SIMPSON AT OR APPROVED EQUAL. U.N.O.6. ALL THREADED CONCRETE/MASONRY ANCHORS SHALL BE HILTI HUS-H, SIMPSON TITEN, ITW TAP-CON OR APPROVED EQUAL. U.N.O.7. ALL EXPANSION ANCHORS SHALL BE HILTI KWIK-BOLT 3, SIMPSON WEDGE-ALL OR APPROVED EQUAL. U.N.O.WOOD1. ALL FRAMING LUMBER SHALL BE DRY (19% MAXIMUM MOISTURE CONTENT) SPF NO.2 OR BETTER (U.N.O.) 2. PROVIDE 1” x 4” CROSS-BRIDGING FOR ALL WOOD RAFTERS AT 8'-0” O.C. MAXIMUM SPACING AND 2x SOLID BLOCKING BETWEEN RAFTERS AT ALL SUPPORTS AND PARTITIONS AND AS CALLED OUT ON PLANS.3. WHERE FRAMING CLIPS OR JOISTS HANGERS ARE USED, NAILING SHALL BE ASPER MANUFACTURER'S RECOMMENDATIONS.4. ALL OPENINGS SHALL BE FRAMED WITH DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS.5. METAL CONNECTOR HARDWARE SHOWN ON PLANS AND DETAILS ARE SIMPSON STRONG-TIE CONNECTORS AND ARE SELECTED FOR LOAD REQUIREMENTS. SUBSTITUTION IS PERMITTED IF LOAD CAPACITIES OF ALTERNATE ARE OF EQUAL OR GREATER CAPACITY THAN COMPARABLE SIMPSON CONNECTOR. FASTENING SHALL BE PER MANUFACTURER'S REQUIREMENTS. GENERAL1. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING AND BRACING TO MAINTAIN THE STABILITY, SAFETY, AND LATERAL LOAD RESISTANCE OF THE BUILDING AND ITS INDIVIDUAL COMPONENTS THROUGHOUT CONSTRUCTION.2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS. 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT AND ENGINEER. 4. FOR RENOVATIONS AND ADDITIONS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK.5. DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE GENERALLY OBTAINED FROM THE ARCHITECT AND ARE INCLUDED AS INFORMATION COMPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. LAYOUT OF BUILDING FOUNDATIONS OR OTHER ITEMS MAY BY MADE USING THE DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ONLY IF THE CONTRACTOR HAS COMPARED THESE DRAWINGS WITH THE ARCHITECTURAL DRAWING AND HAS RECEIVED CLARIFICATION, FROM THE ARCHITECT, REGARDING ANY ERRORS, INCONSISTENCIES, OR OMISSIONS. 6. DO NOT SCALE DRAWINGS TO OBTAIN INFORMATION.7. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATER/DAMP-PROOFING AND FIREPROOFING REQUIREMENTS.CODES1. CODE OF MASSACHUSETTS REGULATIONS CMR 780 8TH EDITION.2. INTERNATIONAL BUILDING CODE 20093. AMERICAN INSTITUTE OF STEEL CONSTRUCTION “SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND LOAD RESISTANCE FACTOR DESIGN” (AISC)4. AMERICAN CONCRETE INSTITUTE “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” - ACI 318-02 (ACI)5. AMERICAN CONCRETE INSTITUTE “BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES” ACI 530-99 (ACI 530)DD/33/4"WWF11/2"CLEARSTOP WWF AT JOINTPAINT WITH CURING COMPOUND BEFORE ADJACENT SLAB IS PLACEDAPPROVED VAPOR BARRIER. INTERIOR SLABS ONLY.16 DIA.WALL INTERSECTIONSENDS OF WALLSWALL CORNERS16 DIA.16DIA.HOOK ALL HORIZ. REINFORCEMENT AS SHOWN OR PROVIDE HOOKED SPLICE BARS (TYP)T/6TCONSTRUCTION JOINT75'-0" O.C.MAXHORIZ. REINFORCEMENT CONT. THROUGH JOINT16 DIA.40 DIA.T/3T/340DIA.U-BARS TO MATCH HORIZ. REINFOCEMENT2-#6 VERT6" CMU LINTEL SCHEDULEOPENING WIDTH6" WALL LINTELSBEARINGEACH ENDREMARKS3'-6" OR LESSOVER 3"-6"THRU 5"-6"OVER 5'-6"THRU 7'-6"OVER 7'-6"THRU 9'-6"4"6"6"6"LLVLLVLLVNOTES:2L-2 1/2 x 2 1/2 x 1/4-3 x 2 1/2 x 1/4-3 1/2 x 2 1/2 x 5/16-3 1/2 x 2 1/2 x 3/82221. FOR OPENINGS OVER 6'-0, PROVIDE SOLID MASONRY JAMB UNDER LINTEL EACH SIDE OF OPENING.2. ALL LINTELS TO BE GALVANIZED.LLLGROUT SOLID3-#6 VERT CONTAT CORNERS16 DIA.WALL INTERSECTIONSENDS OF WALLSWALL CORNERS16 DIA.16DIA.HOOK ALL HORIZ. REINFORCEMENT AS SHOWN OR PROVIDE HOOKED SPLICE BARS (TYP)T/6TT/3T/3CONSTRUCTION JOINT75'-0" O.C.MAXHORIZ. REINFORCEMENT CONT. THROUGH JOINT1-#6 VERTTYPICAL SLAB ON GRADE CONTROL JOINTDETAILMINIMUM MASONRY WALL REINFORCING DETAILGENERAL STRUCTURAL NOTESTYPICAL SLAB ON GRADE CONSTRUCTION JOINTDETAILTYPICAL CONCRETE WALL REINF DETAIL -WALLS 10" THICK OR MORETYPICAL MASONRY CORNER REINFORCINGTYPICAL CONCRETE WALL REINFORCING DETAIL- WALLS LESS THAN 10" THICKTrack and Softball Field RenovationsNorthhampton, MASmith CollegeDrawn by:Checked by:Scale:Project No.ConsultantsLA + Civil Engineer:Berkshire Design GroupPeter WellsNorthampton, MA(413) 582-7000Electrical Engineer:Hallam ICSMark FelgateMiddletown, CT860-788-6815Structural Engineer:GNCB ConsultingEngineersJames Norden, PEOld Saybrook, CT860-388-1224© 2017Coldham & Hartman ArchitectsThis drawing is not intended norshall it be used for constructionunless the signed seal of adesign professional is affixed.C:\Users\GNCB032\Documents\17045 S17 Smith College Softball Facilities Central_GNCB032.rvtAs indicatedGENERALNOTES &DETAILSS1.2JS/AJAJ/JFN21 April 201717045Permit Set