10-TradersWay_CD-Clubhouse_2020-04-03CS.0Scale: 1/4" = 1'1FOUNDATION PLAN CLUBHOUSET.O.S. = 99'-11"(AT EDGE) TYPICAL EXTERIOR SLAB-ON-GRADE6" 4000 PSI CONCRETE SLAB WITH6x6/W2.9xW2.9 W.W.F. OVER PREPAREDSUBGRADE COMPACTED TO 95% MDDFOUNDATION LEGEND:T.O.F. = TOP OF FOOTING ELEVATIONT.O.S. = TOP OF SLAB ELEVATIONT.O.SH. = TOP OF SHELF ELEVATIONT.O.W. = TOP OF WALL ELEVATIONT.O.P. = TOP OF PIER ELEVATION = TOP OF GRADE/SLAB ELEVATION##.#FOUNDATION NOTES1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES. SEE SHEET SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. G.C. SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. G.C. MAY CONTACT ENGINEER IF DIMENSIONALCLARIFICATION IS NEEDED DUE TO SCALE OF DRAWINGS.3. PROVIDE UNDERSLAB DRAINAGE AND PERIMETER DRAINS AND AS REQUIRED BY GEOTECHNICAL OR CIVIL ENGINEER.4. GENERAL CONTRACTOR SHALL COORDINATE ALL SLAB SLOPES, DRAIN REQUIREMENTS AND LOCATIONS, ANDUNDER-SLAB UTILITIES. REFER TO ARCHITECTURAL DRAWINGS FOR FINAL SLAB SLOPE AND INTERIOR FLOOR DRAINS.5. FOUNDATION CONTRACTOR SHALL FINISH TOP OF FOUNDATION WALL SMOOTH AND LEVEL.6. UNLESS NOTED OTHERWISE ON PLAN, SAW CUT CONTROL JOINTS IN ALL SLABS AT MAXIMUM SPACING OF 10'-0" ONCENTER AT 4" THICK SLAB. WALL CONTROL JOINT SPACING SHALL BE MAX. 40'-0" ON CENTER.7. SUPPORT EXTERIOR CONCRETE SLABS AT ENTRANCES AND OTHER LOCATIONS ON WELL DRAINED COMPACTEDSTRUCTURAL FILL.APPROXIMATE GRADE ELEVATIONS- REFER TO CIVIL DRAWINGS FOREXACT ELEVATIONST.O.P. = 98'-5"T.O.F. = 96'-012"CJSAW CUT CONTROL JOINTS AT AMAXIMUM SPACING OF 10'-0" ONCENTER AND AT CORNERS IN 4"CONCRETE SLABCJ99'-212"99'-212"105'-6"102'-6"99'-11"99'-11"T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"1T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"1T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"1T.O.W. = 106'-6"T.O.F. = 99'-8"SLAB-ON-GRADE4" 3000 PSI CONCRETE SLAB WITH FIBERREINFORCING OVER 10 MIL POLY VAPORBARRIER OVER PREPARED SUBGRADECOMPACTED TO 95% MDDT.O. SLAB = 100'-0"2CS.140'-0"55'-0"40'-0"55'-0"24'-0"13'-0"18'-0"23'-914"13'-512"17'-914"4'-014"CS.1CS.1CS.13CS.14CS.14CS.1T.O.P. = 98'-5"T.O.F. = 96'-012"7CS.17'-0"15'-5"T.O.W. = 99'-4"5CS.1WALL STEP105'-6"2'-0"SLOPET.O.W. = 99'-212"T.O.W. = 99'-4"T.O.W. = 99'-4"6CS.1SITE WALL BY OTHERS99'-212"99'-212"COORDINATE DOOR OPENINGWITH SIDEWALK BY OTHERS TOBE INSTALLED ALONG THISAREA. SEE CIVIL DRAWINGS99'-11"7CS.1T.O.W. = 99'-4"COORDINATE DOOR OPENINGWITH SIDEWALK BY OTHERS TOBE INSTALLED ALONG THISAREA. SEE CIVIL DRAWINGSWALL STEPWALL STEPT.O.W. = 103'-6"T.O.W. = 99'-1012"T.O.F. = 96'-012"T.O.SH. = 99'-612"1CS.1FOOTING STEPFOOTING STEPREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCCS.0CLUBHOUSEFOUNDATION PLAN
#4 BENT BARSAT 12" O.C.TYPICAL 6" EXTERIORSLAB (SEE PLAN)(2) CONTINUOUS#5 BARS8"1'-6"MIN.1'-0"3'-312"2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)P.T. 2X8 RIPPED TO 7" WIDECONCRETE SLAB (SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT4'-0" O.C. AND 6" FROM CORNERSAND OPENINGS ON P.T. 2X6 SILLTYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERTYPICAL FOOTINGSUBGRADE3"#4 DOWELS @ 48" O.C.(2) CONTINUOUS #5 BARSAT TOP & BOTTOM OF WALLRIGID INSULATION,(SEE ARCH. DWGS)(2) CONTINUOUS #5 BARSAT MID-DEPTHTYPICAL EXTERIORSHEATHING3"5"6341'-0"3'-10"8"8"8"2'-0"2'-0"8"8"8"FOUNDATION WALL DETAILCS.1 Scale: 3/4" = 1'1ENTRY SLAB AND FOUNDATION WALL DETAILCS.1 Scale: 3/4" = 1'32'-0" LAP24"NOTE:CONSTRUCTION JOINT DOESNOT EXTEND THRU FOOTING24"MAXIMUM SPACING OF CONTROLJOINTS IN CONTINUOUS WALLSIS 40'-0" ON CENTERFIRST POURSECOND POURLAP 1'-4" MIN.SAWCUT 1/4 DEPTHOF SLABCONCRETE SLAB ON GRADE WITHWELDED WIRE MESH OR FIBERREINFORCING - SEE PLANLONGITUDINAL REINFORCEMENT1" CHAMFER ON EACH FACE3/4" CHAMFER ON OUTSIDE2X4 KEYWAY TO TOP OF FOOTINGTYP. REINFORCEMENT(CONTINUES THRU JOINT)#5 CORNER BARST(MIN.)NOTE: T = FOOTING THICKNESS H = STEP HEIGHT (MAX. 24")TYPICAL SLAB CONTROL JOINT DETAILCS.1 Scale: Not to Scale8TYPICAL WALL CONTROL JOINT DETAILCS.1 Scale: Not to Scale9TYPICAL WALL CONSTRUCTION JOINT DETAILCS.1 Scale: Not to Scale10CS.1 Scale: Not to Scale11TYPICAL CORNERREINFORCEMENT AT WALL DETAILTYPICAL FOOTING STEP DETAILCS.1 Scale: Not to Scale122H(MIN.)HTMATCH FOOTINGREINFORCINGCONCRETE SLAB (SEE PLAN)TYPICAL FOOTINGSUBGRADE#4 DOWELS @ 48" O.C.(2) CONTINUOUS #5 BARSAT TOP & BOTTOM OF WALLRIGID INSULATION(SEE ARCH. DWGS)(2) CONTINUOUS #5 BARSAT MID-DEPTH63418188"4'-0" MINIMUM FROST PROTECTION3"T.O. WALLEL. 99'-1012"T.O. SLABEL. 100'-0"T.O. SHELFEL. 99'-612"T.O. FTGEL. 96'-012"T.O. SLAB EDGEEL. 99'-11"T.O. FTGEL. 96'-012"TYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERT.O. SLABEL. 100'-0"T.O. WALLEL. 99'-4"16" DIA. SONOTUBEPT 6X6 POST (SEE PLAN)SIMPSON ABA66 POST BASE (Z-MAX).FASTEN TO POST WITH (12) 16d NAILSAND TO PIER WITH (1) 58" DIA. TITEN HDWITH 6" MIN. EMBEDMENT.(2) CONTINUOUS#5 BARS1'-4"1'-6"MIN.T.O. SLAB EDGEEL. 99'-11"PROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ON GRADE TOA MINIMUM DEPTH OF 4' BELOWADJACENT FINISH GRADE(4) #5 BENT BARSINTO PIERTYPICAL 6" EXTERIORSLAB (SEE PLAN)3024TYPICAL FOOTINGSUBGRADE3"#4 DOWEL6341'-0"2'-412"2'-0" SQ. FOOTING4"1'-4" DIA.4"T.O. FTGEL. 96'-012"T.O. PIEREL. 98'-5"PIER DETAILScale: 3/4" = 1'CS.14PROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ON GRADE TOA MINIMUM DEPTH OF 4' BELOWADJACENT FINISH GRADE#5 BARS AT 12" O.C.EACH WAY1038#5 DOWELS AT 12" O.C.CENTERED IN WALL#5 VERTICAL BARS AT 12" O.C.CENTERED IN WALL#5 HORIZONTAL BARSAT 12" O.C.2X6 EXTERIOR WALL - STUDSAT 24" O.C. (SEE PLAN)1/2" DIA. X 12" ANCHOR BOLTS AT4'-0" O.C. AND 6" FROM CORNERSAND OPENINGS ON P.T. 2X6 SILLTYPICAL EXTERIORSHEATHING4'-0"1'-0"8"2'-4"2"1'-0"TYPICAL FOOTINGSUBGRADE3"6'-10"RIGID INSULATION(SEE ARCH. DWGS)TYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDER1/2" ISOLATION JOINTCONCRETE SLAB (SEE PLAN)PERIMETER DRAINSTO DAYLIGHTFOUNDATION WALL DETAILCS.1 Scale: 3/4" = 1'2T.O. WALLEL. 106'-6"T.O. FTGEL. 99'-8"T.O. SLABEL. 100'-0"#4 BENT BARSAT 12" O.C.TYPICAL 6" EXTERIORSLAB (SEE PLAN)(2) CONTINUOUS#5 BARS8"1'-0"MIN.1'-0"3'-2"8"8"8"2'-0"PROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ON GRADE TOA MINIMUM DEPTH OF 4' BELOWADJACENT FINISH GRADESLOPED CONCRETE SLAB ATGARAGE DOOR (SEE PLAN)TYPICAL FOOTINGSUBGRADE#4 DOWELS @ 48" O.C.(2) CONTINUOUS #5 BARSAT TOP & BOTTOM OF WALLRIGID INSULATION(SEE ARCH. DWGS)(2) CONTINUOUS #5 BARSAT MID-DEPTH63418183"T.O. SLAB EDGEEL. V.I.F.T.O. FTGEL. 96'-012"TYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERT.O. SLABEL. VARIEST.O. WALLEL. 99'-212"FOUNDATION WALL DETAIL AT GARAGE DOORCS.1 Scale: 3/4" = 1'5SLOPE#4 BENT BARSAT 12" O.C.TYPICAL 6" EXTERIORSLAB (SEE PLAN)(2) CONTINUOUS#5 BARS8"1'-0"MIN.1'-0"3'-312"8"8"8"2'-0"PROVIDE FREE-DRAININGSTRUCTURAL FILL BELOWEXTERIOR SLABS ON GRADE TOA MINIMUM DEPTH OF 4' BELOWADJACENT FINISH GRADETYPICAL FOOTINGSUBGRADE#4 DOWELS @ 48" O.C.(2) CONTINUOUS #5 BARSAT TOP & BOTTOM OF WALLRIGID INSULATION(SEE ARCH. DWGS)(2) CONTINUOUS #5 BARSAT MID-DEPTH63418183"T.O. SLAB EDGEEL. V.I.F.T.O. FTGEL. 96'-012"T.O. SLABEL. 100'-0"T.O. WALLEL. 99'-4"FOUNDATION WALL DETAIL AT PEDESTRIAN DOORCS.1 Scale: 3/4" = 1'68"TYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERCONCRETE SLAB (SEE PLAN)8"8"8"2'-0"TYPICAL FOOTINGSUBGRADE#4 DOWELS @ 48" O.C.(2) CONTINUOUS #5 BARSAT TOP & BOTTOM OF WALLRIGID INSULATION(SEE ARCH. DWGS)6343"FOUNDATION WALL DETAIL AT PEDESTRIAN DOORCS.1 Scale: 3/4" = 1'7TYPICAL SLAB SUBGRADE(SEE PLAN)MOISTURE VAPOR RETARDERCONCRETE SLAB (SEE PLAN)(2) CONTINUOUS #5 BARSAT MID-DEPTH1'-0"3'-312"T.O. SLABEL. 100'-0"T.O. FTGEL. 96'-012"T.O. WALLEL. 99'-4"8"REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCCS.1FOUNDATION DETAILSCLUBHOUSE
OVERBUILD ROOFTRUSSES AT 24" O.C.[C2][A3]WOOD BEAM AND HEADER SCHEDULESIZE MINIMUM JACK STUDSDESIGNATIONNOTES:1. PROVIDE THE SPECIFIED MINIMUM JACK/KING STUDS UNLESS NOTED OTHERWISE ON THEFRAMING PLANS. ALL POSTS SHALL CONTINUE TO THE FOUNDATION, INSTALL SOLID BLOCKINGWITHIN FLOOR PLENUM TO PROVIDE CONTINUITY OF LOAD PATH.2. REFER TO DETAIL "2/CS.3" FOR REQUIRED PLATES/BLOCKING AT HEADERS.(1) 2X6[A2](1) 2X6MINIMUM KING STUDS(2) 2X8(3) 2X8(1) 2X6(1) 2X6[B2] (2) 2X6(2) 2X10[C2](1) 2X6(2) 1-3/4" X 9-1/4" LVL (2) 2X6 (1) 2X6WOOD SHEAR WALL SCHEDULELABELSHEATHING EDGE FASTENINGFIELD FASTENING (3)PLATE FASTENINGTO WOODPLATE FASTENINGTO CONCRETEEXTERIORWALLS7/16" EXTERIORPLYWOOD ONE SIDE8d NAILS 4" O.C. 8d NAILS 4" O.C.(2) 16d NAILS 8" O.C.NOTES:1. ALL PANEL EDGES SHALL BE BLOCKED WITH 2X FRAMING. WALL STUDS SHALL BE BLOCKED AT 4'-0" O.C.2. ALL PANELS SHALL BE APPLIED WITH LONG DIRECTION PERPENDICULAR TO STUDS UNLESS STUDS.3. SEE "5/CS.3" FOR TYPICAL PANELIZED WALL DETAIL.1/2" DIA. X 12" ANCHOR BOLTSAT 4'-0" O.C. AND 6" FROMCORNERS AND OPENINGS2X8 LADDER FRAMEDRAKE AT 16" O.C. (NOTSHOWN FOR CLARITY)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)(3) 2X6 POST(3) 2X6 POST(TYPICAL U.N.O.)2X4 DIAGONAL ANDLATERAL BOTTOM CHORDBRACING - SEE SN.1WOOD ROOF FRAMING NOTES:1. SEE SHEET SN.0 FOR ADDITIONAL STRUCTURAL NOTES AND SN.1 FOR SCHEDULE OF SPECIAL INSPECTIONS.2. SEE PLAN FOR STUD SPACING IN BEARING WALLS. ROOF TRUSSES DO NOT NEED TO ALIGN WITH STUDS. USE (3) 2X6 TOP PLATE AT BEARING WALLS.3. TRUSS MANUFACTURER LAYOUT TRUSSES AS NEEDED TO BEST SATISFY ROOF GEOMETRY.4. ROOF SHEATHING SHALL BE 5/8" APA RATED EXPOSURE 1 ROOF SHEATHING.5. SEE ARCHITECTURAL DRAWINGS FOR ROOF TRUSS PROFILES, EAVE DETAILS AND DIMENSIONS.6. TRUSS MANUFACTURER SHALL DESIGN AND PROVIDE ALL HANGERS FOR TRUSS TO BEAM OR TRUSS TO TRUSS CONNECTIONS.7. REFER TO TRUSS BRACING DIAGRAM ON SHEET SN.1 FOR TYPICAL TRUSS BRACING REQUIREMENTS.8. NON-BEARING AND PARTITION WALLS ARE NOT SHOWN FOR CLARITY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL LAYOUTS AND DIMENSIONS.9. SOME OPENINGS MAY NOT BE SHOWN ON THESE DRAWINGS FOR CLARITY. SEE ARCHITECTURAL DRAWINGS FOR ALL WINDOW AND DOOR OPENINGLOCATIONS AND DIMENSIONS.10. ADDITIONAL BLOCKING MAY BE REQUIRED FOR ARCHITECTURAL OR OTHER PURPOSES. SEE ARCHITECTURAL DRAWINGS.11. LONG EXTERIOR WALLS SHALL HAVE BLOCKING AT 4'-0" O.C. ALSO PROVIDE TEMPORARY DIAGONAL BRACING UNTIL SHEATHING IS INSTALLED.12. SEE ARCHITECTURAL DRAWINGS FOR TRUSS PROFILES.13. AT GABLE END TRUSSES, GENERAL CONTRACTOR PROVIDE:A) 2X4 L-BRACING ON WEBS GREATER THAN 5'-0" IN LENGTH ANDB) 2X6 L-BRACING ON WEBS GREATER THAN 9-0" IN LENGTH,FASTEN L-BRACING WITH 12d NAILS AT 8" O.C.1[A2][A2][B2][B2][B2][B2] [C2][C2][B2][C2]GIRDER TRUSSGIRDER TRUSSHIP TRUSSHIP TRUSSHIP TRUSS (VAULT)HIP TRUSS (VAULT)(3) 2X6 POST(3) 2X6 POST(3) 2X6 POST(3) 2X6 POSTEXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALL:2X6 STUDS AT 24" O.C.EXTERIOR WALL:2X6 STUDS AT 24" O.C.WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)WOOD ROOF TRUSSESAT 24" O.C. (TYPICAL U.N.O.)2X8 LADDER FRAMEDRAKE AT 16" O.C. (NOTSHOWN FOR CLARITY)2X6 LADDER FRAMEDRAKE AT 16" O.C.P.T. 6X6 POSTSIMPSON HUC26-3ZGABLE END TRUSSP.T. 6X6 POST(3) 2X6 POST(TYPICAL U.N.O.)[A3][A3]SIMPSON HUC26-3Z32(3) 2X6 POST(3) 2X6 POST31242CS.2 Scale: 1/4" = 1'1ROOF FRAMING PLAN CLUBHOUSECS.3CS.3CS.3CS.3CS.3CS.3CS.3CS.3[C2]SIM.2CS.3SIM.32CS.3CS.3SIM.VAULTED CEILING(SEE ARCH. DWGS)NOTE: DESIGN ROOF TRUSSES WITH OPENINGFOR HVAC ATTIC SPACE. SEE ARCHITECTURALDRAWINGS FOR ROOF TRUSS PROFILE. DESIGNROOF TRUSS BOTTOM CHORD FOR ATTIC DEADLOAD = 15 PSF AND LIVE LOAD = 20 PSFHVAC ATTIC IN TRUSSES(SEE ARCH. DWGS.)WOOD ROOF TRUSSESAT 24" O.C.P.T. 6X6 POSTLOW ROOF TRUSSESAT 24" O.C.REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCCS.2CLUBHOUSEROOF FRAMING PLAN
2X6 STUD EXTERIOR WALL PANELEXTERIOR WALL PANEL SHEATHING.SEE SHEAR WALL SCHEDULE FORDESCRIPTION AND FASTENINGEXTERIOR WALL PANEL NOTE:EXTERIOR WALL SHEATHING MUST BE LAIDHORIZONTAL USING FULL 8'-0" LONG SHEETSWITH BLOCKING AT PANEL JOINTS.2"14" FIT UP GAPSHEATHING MUST EXTEND BEYOND PANELEND STUD AND LAP FLAT 2X4 STUD. FASTENEDGE OF SHEATHING PER SHEAR WALLSCHEDULE (TRIM SHEATHING IF REQUIRED)PANEL TOP AND BOTTOM PLATES MUST EXTENDBEYOND PANEL END STUDS FOR REMAININGLENGTH OF PANEL (TRIM PLATES IF REQUIRED)- SECOND TOP PLATE TO BE FIELD INSTALLEDPANEL END STUDS MUST BEHELD BACK FROM END OFWALL PANEL AS SHOWNFLAT 2X4 PANEL STUD. FASTENTO SHEAR WALL PANEL ENDSTUD WITH 12d NAILS AT 6" O.C.PANELIZED EXTERIOR WALL SPLICE CONNECTIONCS.3 Scale: 3/4" = 1'5ROOF DETAIL AT WINDOW2CS.3 Scale: 3/4" = 1'ROOF DETAIL AT EXTERIOR WALLCS.3 Scale: 3/4" = 1'1ROOF DETAIL AT GABLE END TRUSS OVER ENTRYCS.3 Scale: 3/4" = 1'4WOOD ROOF TRUSS(SEE PLAN)TYPICAL ROOF SHEATHING(SEE PLAN)SEE ARCHITECTURAL DRAWINGS FORROOF SLOPE AND EAVE DETAILSCONTINUOUS2X8 RIM BOARD2X12 BLOCKING BETWEENTRUSSES - SEE ARCH. DWGSFOR ADDITIONAL BLOCKINGREQUIREMENTSSEE ARCH.2X6 EXTERIOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL EXTERIORSHEATHINGBLOCK ALL SHEATHINGJOINTS (TYP.)CONTINUOUS (3) 2X6 TOP PLATESIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSHEELSEE ARCH.SOLID WOOD BLOCKING ASREQUIRED - SEE ARCH. DWGSFOR OPENING SIZESHEADER (SEE PLAN)RIGID INSULATION,SEE ARCH. SECTIONSCONTINUOUS (2) 2X6 TOP PLATEOVER HEADERSIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSWOOD ROOF TRUSS(SEE PLAN)TYPICAL ROOF SHEATHING(SEE PLAN)SEE ARCHITECTURAL DRAWINGS FORROOF SLOPE AND EAVE DETAILSHEELSEE ARCH.WOOD ROOF TRUSS(SEE PLAN)TYPICAL ROOF SHEATHING(SEE PLAN)SEE ARCHITECTURAL DRAWINGS FORROOF SLOPE AND EAVE DETAILSSEE ARCH.2X6 EXTERIOR WALL - STUDS AT24" O.C. ALIGNED WITH FLOORTRUSSES (SEE PLAN)TYPICAL EXTERIORSHEATHINGBLOCK ALL SHEATHINGJOINTS (TYP.)CONTINUOUS (3) 2X6 TOP PLATESIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSSHEELSEE ARCH.ROOF DETAIL AT EXTERIOR WALL AT VAULTED CEILINGCS.3 Scale: 3/4" = 1'3P.T. 6X6 POST INBACKGROUNDSOLID WOOD BLOCKINGAS REQUIREDHEADER (SEE PLAN)RIGID INSULATION,SEE ARCH. SECTIONSCONTINUOUS (2) 2X6 TOP PLATEOVER HEADERSIMPSON H2.5A HURRICANE TIEAT EACH END OF TRUSS(3) 2X8 BEAM INBACKGROUNDSIMPSON LCE4POST CAPTYPICAL ROOF SHEATHING,SEE FRAMING PLANSOVERBUILD ROOF TRUSSES AT 24" O.C.BEVEL CUT BOTTOM CHORD TO MATCHROOF SLOPEWOOD ROOF TRUSSES(SEE PLAN)GABLE END TRUSS DESIGNED TOSPAN BETWEEN POSTS - SEE NOTE13 ON THE ROOF FRAMING PLANFOR L-BRACE REQUIREMENTSTYPICAL EXTERIORSHEATHING2X12 BLOCKING BETWEENTRUSSES AT 6'-0" O.C. - SEEARCH. DWGS FOR ADDITIONALBLOCKING REQUIREMENTS2X6 BLOCKING BETWEENGABLE END TRUSS WEBS2X6 LEDGER, TOP AND BOTTOM. FASTENTO GABLE END TRUSS WITH (2) ROWS OF1/4" DIA. SDS SCREWS AT 16" O.C.SEE ARCHITECTURAL DRAWINGS FORROOF SLOPE AND EAVE DETAILSTYPICAL ROOF SHEATHING,SEE FRAMING PLANSWOOD ROOF TRUSSES(SEE PLAN)SEE ARCH. DWGSSIMPSON LU26SIMPSON A35 FRAMING ANGLESIMPSON LSTA15 STRAP AT EACH TRUSS.FASTEN TO BACKSIDE OF LEDGER WITH MIN.(4) 10d X 112" NAILS AND TO TRUSS TOPCHORD WITH MIN. (4) 10d NAILS96CONTINUOUS2X8 RIM BOARDCONTINUOUS2X8 RIM BOARD2X12 BLOCKING BETWEENTRUSSES - SEE ARCH. DWGSFOR ADDITIONAL BLOCKINGREQUIREMENTS2X12 BLOCKING BETWEENTRUSSES - SEE ARCH. DWGSFOR ADDITIONAL BLOCKINGREQUIREMENTS2X6 LADDER FRAMINGREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801Scale : As NotedR.A. SCHAEFER & D.M. WHITE, ARCHITECTSTRADERS WAYTRADERS WAY, LLCCS.3ROOF FRAMING DETAILSCLUBHOUSE
CA.1Scale : 1/4" = 1'-0"FIRST FLOOR PLAN112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First Street150 Presidential Way, Suite 220Woburn, MA 01801CLUBHOUSE
℄CA.2Scale : 1/4" = 1'-0"ROOF PLAN112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First Street150 Presidential Way, Suite 220Woburn, MA 01801CLUBHOUSE
CA.3Scale : 1/4" = 1'-0"112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First Street150 Presidential Way, Suite 220Woburn, MA 01801
CA.4Scale : AS NOTEDINTEIROR ELEVATIONS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First Street150 Presidential Way, Suite 220Woburn, MA 01801CLUBHOUSE
CA.5Scale : AS NOTEDINTEIROR ELEVATIONS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First Street150 Presidential Way, Suite 220Woburn, MA 01801CLUBHOUSE
CA.6Scale : No Scale112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First Street150 Presidential Way, Suite 220Woburn, MA 01801
CA.7Scale : No Scale112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First Street150 Presidential Way, Suite 220Woburn, MA 01801
CA.8Scale : As NotedSIGANGE SCHEDULE & PLAN112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First Street150 Presidential Way, Suite 220Woburn, MA 01801CLUBHOUSE
CSC.1Scale : 1/2" = 1'-0"112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First Street150 Presidential Way, Suite 220Woburn, MA 01801
CSC.2112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First Street150 Presidential Way, Suite 220Woburn, MA 01801Scale : 1/2" = 1'-0"
CSC.3112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First Street150 Presidential Way, Suite 220Woburn, MA 01801Scale : 1/2" = 1'-0"
CSC.4112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First Street150 Presidential Way, Suite 220Woburn, MA 01801Scale : 1/2" = 1'-0"
112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First Street150 Presidential Way, Suite 220Woburn, MA 01801CONSTRUCTION DETAILSScale : As NotedCSC.5CLUBHOUSE
REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801CP1.2PLUMBING ROOF PLANCLUBHOUSE
REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801CP2.1PLUMBING DETAILS CLUBHOUSE
REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.PROGRESS PRINTNOT FOR CONSTRUCTIONTRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801HVAC PLANCH1.1CLUBHOUSE
REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.PROGRESS PRINTNOT FOR CONSTRUCTIONTRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801HVAC ROOF PLANCH1.2CLUBHOUSE
REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.PROGRESS PRINTNOT FOR CONSTRUCTIONTRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801HVAC NOTES, SCHEDULES & DETAILSCH2.1CLUBHOUSE
REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801CE1.1ELEC POWER PLAN CLUBHOUSE
REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801CE1.2ELEC POWER ATTIC PLANCLUBHOUSE
REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801CE1.3ELEC LIGHTING PLAN CLUBHOUSE
REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801CE1.4ELEC LIGHTING ATTIC PLANCLUBHOUSE
CATV WIRING SPECIFICATIONSCOAXIAL CABLEREVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801CE2.2ELEC RISERS, DIAGRAMS, SCHEDULES &NOTES (2)
REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801CFA1.1FIRE ALARM PLAN CLUBHOUSE
REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801CFA1.2FIRE ALARM ATTIC PLANCLUBHOUSE`
REVISIONS:DRG. NO.R.A. SCHAEFER & D.M. WHITE, ARCHITECTS112 Elm Street603-497-3405April 3, 2020Commission No.:Date:R18-007PO Box 447Goffstown, NH 03045A 212 Unit House Complexc/o The Dolben Company, Inc.TRADERS WAYSalem, MA 0197045 Traders Way/40 First StreetTRADERS WAY, LLC150 Presidential WayWoburn, MA 01801CFA2.1FIRE ALARM NOTES CLUBHOUSE