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HomeMy WebLinkAboutConstruction Detailsã ELEVATIONELEVATION PLAN ELEVATION PLAN PLAN DETAIL W/ WALL ABOVE (TYP.) ©SCALE: AS NOTEDCEILING TREATMENTSLAST REVISION:DATE OF DETAIL:DRAWN BY:01/27/15BLCSHEET NO.D4.1INDIANAPOLIS Jan 13, 2023 - 3:01pm12'-0" (VARIES)14'-0"(VARIES)81 2"2'-1" (VARIES) TYPICAL PLAN SECTION 81 2"5'-0" (VARIES) 01 12'-0" (VARIES)14'-0"(VARIES)TYPICAL PLAN SECTION 1'-4"1'-4"6'-8" (VARIES) 1'-4"1'-4"8"5-1/4" CROWN MOULD 5/8"x3/4" BASE MOULD 04 1'-8" TYPICAL PLAN 1'-8"8" 12'-0" (VARIES)14'-0"(VARIES)7'-4" (VARIES) 8" SECTION8"8x8 BOX BEAM 05 12'-0" (VARIES)14'-0"(VARIES)TYPICAL PLAN SECTION 91 4"2'-0"31 2"5'-101 2" (VARIES) 31 2"2'-0"91 4"1'-014"WINDOWHEADER2x10 COVE MOULD DRYWALL 3/4" COVE MOULD 2x4 DETAIL 06 Note: Ceiling treatment details will tray down into space on enclosed rooms located on the 1st floor. On enclosed rooms on the 2nd floor, the ceiling treatment will tray up into the roof truss system. On 2-story spaces, the ceiling treatment will tray down into the space and require an appropriate sized header to capture the ceiling detail return. Note: Ceiling treatment details will tray down into space on enclosed rooms located on the 1st floor. On enclosed rooms on the 2nd floor, the ceiling treatment will tray up into the roof truss system. On 2-story spaces, the ceiling treatment will tray down into the space and require an appropriate sized header to capture the ceiling detail return. Note: Ceiling treatment details will tray down into space on enclosed rooms located on the 1st floor. On enclosed rooms on the 2nd floor, the ceiling treatment will tray up into the roof truss system. On 2-story spaces, the ceiling treatment will tray down into the space and require an appropriate sized header to capture the ceiling detail return.512"81 2"81 2"2'-1" (VARIES)812"812"5'-0"(VARIES)3'-1"3'-1"812"812"1'-014"WINDOWHEADERDETAIL 81 2"DRYWALL512"DRYWALL 2x6 DRYWALL 81 2" OPT. 5-1/4" CROWN MOULD OPT. 5-1/4 CROWN MOULD 2x6 ©SCALE: AS NOTEDCEILING TREATMENTSLAST REVISION:DATE OF DETAIL:DRAWN BY:01/27/15BLCSHEET NO.D4.2INDIANAPOLIS Jan 13, 2023 - 3:01pm12'-0" (VARIES)14'-0"(VARIES)TYPICAL PLAN SECTION 2'-0"714"2'-0"2'-0"4'-0" (VARIES) 2'-0"1'-014"WINDOWHEADERDETAIL 2'-0"2'-0" O.C. 3/4" CEDAR, STAINEDDRYWALL714"07 1/2" DRYWALL (2)2x6 TYPICAL PLAN 20'-0" (VARIES)17'-0"(VARIES)2'-31 2"6'-01 2" (VARIES) 6'-5" (VARIES) 8"6'-01 2" (VARIES) 8"8" 8" 8"10'-2"(VARIES)2'-31 2"512"8" 8"2'-312"2'-6"8"2'-6"8"SECTION8"512"2'-312"1'-014"WINDOWHEADERDETAIL 51 2" 8"8"8"6"VARIES (SEE PLANS) 51 2"6"6x6 BOX BEAM 8x8 BOX BEAM DRYWALL DRYWALL CENTER BOX BEAM DRYWALL 08 12'-0" (VARIES)14'-0"(VARIES)TYPICAL PLAN SECTION512"11 2"2'-9"3"2'-9"3"2'-9"3"2'-9"11 2" 09 5-1/4" CROWN MOULD Note: Ceiling treatment details will tray down into space on enclosed rooms located on the 1st floor. On enclosed rooms on the 2nd floor, the ceiling treatment will tray up into the roof truss system. On 2-story spaces, the ceiling treatment will tray down into the space and require an appropriate sized header to capture the ceiling detail return. Note: Ceiling treatment details will tray down into space on enclosed rooms located on the 1st floor. On enclosed rooms on the 2nd floor, the ceiling treatment will tray up into the roof truss system. On 2-story spaces, the ceiling treatment will tray down into the space and require an appropriate sized header to capture the ceiling detail return. Note: Ceiling treatment details will tray down into space on enclosed rooms located on the 1st floor. On enclosed rooms on the 2nd floor, the ceiling treatment will tray up into the roof truss system. On 2-story spaces, the ceiling treatment will tray down into the space and require an appropriate sized header to capture the ceiling detail return. (2)2x6 ©SCALE: AS NOTEDCEILING TREATMENTSLAST REVISION:DATE OF DETAIL:DRAWN BY:01/27/15BLCSHEET NO.D4.3INDIANAPOLIS Jan 13, 2023 - 3:01pm12'-0" (VARIES)14'-0"(VARIES)TYPICAL PLAN SECTION 1'-0"EQ.8"EQ.1'-0" 8"8"1'-4"8"8" 4'-0"512"2"2"5-1/4" CROWN MOULD 10 15 12'-0" (VARIES)14'-0"(VARIES)TYPICAL PLAN 2'-2" (VARIES)2'-0"1'-0" 1'-4"1'-4"3'-2"VARIES5'-0" 2'-0" 2'-2" (VARIES) 1'-4"1'-014"WINDOWHEADERDETAIL 1'-4"1'-0"8"VARIES (SEE PLANS)6"DRYWALL DRYWALL SECTION8"1'-4" 12x6 BOX BEAM Note: Ceiling treatment details will tray down into space on enclosed rooms located on the 1st floor. On enclosed rooms on the 2nd floor, the ceiling treatment will tray up into the roof truss system. On 2-story spaces, the ceiling treatment will tray down into the space and require an appropriate sized header to capture the ceiling detail return. Note: Ceiling treatment details will tray down into space on enclosed rooms located on the 1st floor. On enclosed rooms on the 2nd floor, the ceiling treatment will tray up into the roof truss system. On 2-story spaces, the ceiling treatment will tray down into the space and require an appropriate sized header to capture the ceiling detail return. 5-1/4" CROWN MOULD 4-1/4" CROWN MOULD 4-1/4 CROWN MOULD (INSIDE CEILING DETAIL) 5-1/4" CROWN MOULD (AT PERIMETER OF DETAIL) 4235/4x6 DECKING WITHOUT SPACING--FLASHING AS REQUIREDTHIS SIDE OF DECK BUILT AGAINST HOUSE. FOR LEDGER CONNECTION, USE A/D7.5 FOR STANDARD DECKCONNECTION. USE DETAILS SHEET D7.6 FOR BRICK TO GRADE DECK CONNECTION; USE DETAILS SHEET D/7.7 FORSIDING TO GRADE DECK CONNECTION59USE SIMPSON ABW66Z FOR 6x6 POST687WOOD POST - USE 6x6 POST UP TO 20'-0" IN HEIGHT MAXIMUM.16151413125/4 x6 RAIL CAP. GRASPABLE FINGER RECESS AREA SHOULD BE ON BOTH SIDES OF THE PROFILE. THE FINGERRECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH MEASURED VERTICALLY FROM THE TALLEST PORTION OFTHE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH WITHIN 7/8 INCH BELOW THE WIDEST PORTION OFTHE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH TO A LEVEL THAT IS NOT LESS THAN1-3/4 INCHES BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THERECESS SHALL BE 1-1/4 INCHES TO A MAXIMUM OF 2-3/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF0.01 INCH.2x2s @ 5-1/2" o.c.WOOD STEPS AS REQUIRED BY GRADE1110(2) ANGLE BRACKETS TO PREVENT KICKOUTCONCRETE PAD171918ROUTED 2x10 STAIR STRINGER TO ACCEPT STAIR TREADS.20--1x4 DIAGONAL BRACING ATTACHED TO THE BOTTOM CHORD OF THE JOIST (NOT FLUSH).--2221NOTCH TOP OF POST TO ACCEPT BEAM PER PRINTS - BOLT W/(2) 1/2" THROUGH BOLTS2324BEAM PER PRINTS--2x4 RISER HELD TIGHT TO UNDERSIDE OF STAIR TREAD. ATTACH THROUGH ENDS AT STRINGER AND DOWNTHROUGH TOP OF TREAD.252x BANDBOARDJOIST AND SPACE PER PRINTS2x12 STAIR TREADPRESSURE TREATED 4x4 POSTGeneral NotesKey NotesD7.5Sheet No.Customer Name:Job Address:Subdivision:Job #:Contract Drawn By:Coordinator's Name:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:09/11/13 AKS02/26/13MATT G.AKSCoordinator's Phone #:Phone #:Original Site Specific Dwg. &Effective Change Order Date:CUS_NMJOB_ADJOB_NMDWG_BYCOORD_NMCOORD_PHDWG_PHCT_DTSUB_NMCopyright ã 2013, (2013) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any form orby any means, including photocopying, without the express written permission of the Drees Company. The Drees Company willvigorously procesute any unauthorized use of this material.STANDARD DECK DETAILS1.REFER TO SHEET 0N.1 FOR GENERAL NOTES.2.DESIGN LOADS:DECK LOAD: 40 p.s.f. LIVE LOAD + 15 p.s.f. DEAD LOAD = 55 p.s.f. TOTAL LOADROOF LOAD: 25 p.s.f. LIVE LOAD + 20 p.s.f. DEAD LOAD = 45 p.s.f. TOTAL LOAD3.ALL WOOD TO BE PRESSURE TREATED.4.ALL DECK COLUMNS TO HAVE AN UNSUPPORTED LENGTH NO GREATER THAN 10'-0" OR, IF OVER 10'-0", TO BEREVIEWED BY ARCHITECTURE DEPARTMENTSTANDARD WOOD DECK DETAIL1SCALE: VARIES--(2) SIMPSON H3 TIE @ FIRST &LAST JOISTTOP OFFOUNDATION2"212"MIN.714"(2)2x_s PRESSURETREATED. STAGGERSPLICE 2'-0"1/2" DIA. HILTI KWIK BOLT TZ (SS OR GALV./ZINCCOATED), 3-1/4" MIN. EMBED OR 1/2" DIA. HILTI HITHY-200 EPOXY W/ HIT-Z (GALV. OR -R SS) ROD, 2-3/4"MIN. EMBED AT 12" O.C., STAGGERED(THIS CONNECTION HAS BEEN DESIGNED FOR A DECK W/ AMAX. SPAN OF 12'-0")2x_ DECK JOISTSPRESSURE TREATEDDECKING2x_ PRESSURE TREATED BANDBOARD. DO NOT BOLT BANDBOARD INTO BRICK/SIDINGEXTERIORINTERIORSIMPSON H2.5A ANCHOR @EACH DECK JOISTBRICKWRAP CONDITION SHOWN ASEXAMPLE5"EMBEDMENTFLOOR JOISTS(PER PLAN)CONCRETEFOUNDATIONWALL234"12"12"SCALE: 1" = 1'-0"DECK ATTACHMENT DETAIL 12"16" DIAMETER SONOTUBE FOOTING TO FROST, TYP.3'-7"MIN.3'-7"BD7.8121011ALL MECHANICAL VENTS MUST BE HELD ATLEAST 12" FROM THE DECKADD 4x4 POST TORAIL IF OVER 10TREADSVARIES 2 ' - 0 " 2 ' - 0 " 11 1/4" 1 0 ' - 0 " GRADE BELOW 30" MIN. 6' - 0 " M A X . 6' - 0 " M A X .FD7.8ED7.8M A X .7982221241565232'-0"6'-0" MAX.1REFER TO CONTRACT FOR PLANSPECIFIC INFORMATIONAD7.5REFER TO A/7.8 FORSTRINGER SUPPORTADD 4x4 POST ANDFOOTING PER A/7.8IF STAIR IS NOTADJACENT TO THEHOUSE WALL SCALE: 1" = 1'-0"DECK ATTACHMENT DETAIL w/ PERPENDICULAR JOISTS - BRICK General NotesSheet No.42359687Key Notes1.REFER TO SHEET 0N.1 FOR GENERAL NOTES.2.DESIGN LOADS:DECK LOAD: 40 p.s.f. LIVE LOAD + 15 p.s.f. DEAD LOAD = 55 p.s.f. TOTAL LOADROOF LOAD: 25 p.s.f. LIVE LOAD + 20 p.s.f. DEAD LOAD = 45 p.s.f. TOTAL LOAD3.ALL WOOD TO BE PRESSURE TREATED.4.ALL DECK COLUMNS TO HAVE AN UNSUPPORTED LENGTH NO GREATER THAN 10'-0" OR, IF OVER 10'-0", TO BEREVIEWED BY ARCHITECTURE DEPARTMENT1D7.6Sheet No.SCALE: VARIESCustomer Name:Job Address:Subdivision:Job #:Contract Drawn By:Coordinator's Name:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Coordinator's Phone #:Phone #:Original Site Specific Dwg. &Effective Change Order Date:Copyright ã 2013, (2013) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any form orby any means, including photocopying, without the express written permission of the Drees Company. The Drees Company willvigorously prosecute any unauthorized use of this material.DECK DETAILSREV_DATE02/12/13MATT G.AKSDECK DETAILCD7.6WITH BRICK TO GRADECUS_NMJOB_ADSUB_NMJOB_NMDWG_BYCOORD_NMCOORD_PHDWG_PHCON_DT--2x10 DECK JOISTSPRESSURE TREATED w/HANGERS(14'-0" MAX. SPAN)DECKING2x10 PRESSURE TREATED BAND BOARD.EXTERIORINTERIORFLOOR JOISTS(PER PLAN)MAINE DECK BRACKET @ 32" o.c.: ATTACH DECK BRACKETTO RIM BOARD/BLOCKING W/ (4) 1/2" DIA. THRU BOLTS &FASTEN LEDGER TO BRACKET W/ (4) 1/2" DIA. THRU BOLTS.1" DIA. WASHERS SHALL BE USED ON ALL WOOD SURFACES.THE BOLTS AND WASHERS SHALL BE HOT-DIPPEDZINC-COATED GALVANIZED STEEL COMPLYING WITH THEREQUIREMENTS OF ASTM A 307 GRADE A OR SAE GRADE 23/4" RIM BOARD w/ 2xBLOCKING BETWEEN JOISTBAY @ BRACKET LOCATIONS2"MIN.2"MIN. 2" MIN.114"7"Hx 10"Wx 1/2" THICKPLYWOOD SHIM @BRACKET LOCATIONWOOD DECKINTERIORINTERIOREXTERIORSECTIONBD7.6----------------10--DRAPE HOUSEWRAP OVER PROTECTOWRAP FLASHING ANDPROVIDE WEEP HOLES ABOVE DECK SURFACE.SCALE: 1" = 1'-0"DECK ATTACHMENT DETAIL w/ PARALLEL JOISTS - BRICK BD7.6DECKING2x10 PRESSURE TREATED BAND BOARD.EXTERIORINTERIORFLOOR JOISTS(PER PLAN)2x RIM JOIST w/2x BLOCKINGAT BRACKET LOCATIONS (12"MIN. BLOCKING LENGTH)2"MIN. 2" MIN.114"7"Hx 10"Wx 7/16" THICKOSB SHIM @ BRACKETLOCATIONDRAPE HOUSEWRAP OVER PROTECTOWRAP FLASHING ANDPROVIDE WEEP HOLES ABOVE DECK SURFACE.FLAT 2x4 BLOCKING @ 24" o.c.(OR AT EACH BLOCKINGLOCATION) IN BOTTOM OF FIRSTJOIST BAY. FASTEN @ EACH ENDW/ (2)10d TOENAILS.MAINE DECK BRACKET @ 32" o.c.: ATTACH DECK BRACKETTO 2x RIM BOARD/BLOCKING W/ (4) 1/2" DIA. THRU BOLTS& FASTEN LEDGER TO BRACKET W/ (4) 1/2" DIA. THRUBOLTS. 1" DIA. WASHERS SHALL BE USED ON ALL WOODSURFACES. THE BOLTS AND WASHERS SHALL BE HOT-DIPPEDZINC-COATED GALVANIZED STEEL COMPLYING WITH THEREQUIREMENTS OF ASTM A 307 GRADE A OR SAE GRADE 22"MIN.SCALE: 1" = 1'-0"WALL SECTIONAD7.62x10 DECK JOISTSPRESSURE TREATED w/HANGERS(14'-0" MAX. SPAN) General NotesSheet No.42359687Key Notes1.REFER TO SHEET 0N.1 FOR GENERAL NOTES.2.DESIGN LOADS:DECK LOAD: 40 p.s.f. LIVE LOAD + 15 p.s.f. DEAD LOAD = 55 p.s.f. TOTAL LOADROOF LOAD: 25 p.s.f. LIVE LOAD + 20 p.s.f. DEAD LOAD = 45 p.s.f. TOTAL LOAD3.ALL WOOD TO BE PRESSURE TREATED.4.ALL DECK COLUMNS TO HAVE AN UNSUPPORTED LENGTH NO GREATER THAN 10'-0" OR, IF OVER 10'-0", TO BEREVIEWED BY ARCHITECTURE DEPARTMENT1D7.7Sheet No.SCALE: VARIESCustomer Name:Job Address:Subdivision:Job #:Contract Drawn By:Coordinator's Name:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Coordinator's Phone #:Phone #:Original Site Specific Dwg. &Effective Change Order Date:Copyright ã 2013, (2013) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any form orby any means, including photocopying, without the express written permission of the Drees Company. The Drees Company willvigorously prosecute any unauthorized use of this material.DECK DETAILSREV_DATE02/12/13MATT G.AKSDECK DETAILWITH SIDING TO GRADECUS_NMJOB_ADSUB_NMJOB_NMDWG_BYCOORD_NMCOORD_PHDWG_PHCON_DT--WOOD DECKINTERIORINTERIOREXTERIORSECTIONBD7.7----------------10--SCALE: 1" = 1'-0"DECK ATTACHMENT DETAIL w/ PARALLEL JOISTS - SIDINGBD7.7SCALE: 1" = 1'-0"WALL SECTIONAD7.72x_ DECK JOISTSPRESSURE TREATEDDECKING2x_ PRESSURE TREATED LEDGEREXTERIORINTERIORFLOOR JOISTS (PERPLAN)USE APPROPRIATE JOIST HANGERS @LEDGER BEAMSUBFLOORFLASHINGLEDGER FASTENED TO RIM w/ 1/4"DIA.x 3-1/2" LONG SIMPSON SDSSCREWS @ 8" o.c., STAGGERED(SEE LEDGER DIAGRAM BELOW)1-1/8" RIM BOARD1-1/2" TO 2" FROM TOP OF LEDGER AND RIM BOARD4" to 5"FROMENDOF LEDGERON-CENTERSPACINGOF SDSWOODSCREWS3" MIN.ROW SPACING,6" MAX.LEDGER FASTENER SPACINGMAY BE OFFSET UP TO 3" TOAVOID INTERFERENCE WITHJOIST ATTACHMENT PRESSURE TREATED 4x4 POST. CUTPOST @ BOTTOM TREADELEVATION WHEN NO STAIRGUARD IS REQUIREDGRADE12" Ø SONOTUBE FOOTINGTO FROST, TYP.30" MIN.BELOW GRADEELEVATION General NotesSheet No.Key Notes1.REFER TO SHEET 0N.1 FOR GENERAL NOTES.2.DESIGN LOADS:DECK LOAD: 40 p.s.f. LIVE LOAD + 15 p.s.f. DEAD LOAD = 55 p.s.f. TOTAL LOADROOF LOAD: 25 p.s.f. LIVE LOAD + 20 p.s.f. DEAD LOAD = 45 p.s.f. TOTAL LOAD3.ALL WOOD TO BE PRESSURE TREATED.4.ALL DECK COLUMNS TO HAVE AN UNSUPPORTED LENGTH NO GREATER THAN 10'-0" OR, IF OVER 10'-0", TO BEREVIEWED BY ARCHITECTURE DEPARTMENTD7.8Sheet No.SCALE: VARIESCustomer Name:Job Address:Subdivision:Job #:Contract Drawn By:Coordinator's Name:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Coordinator's Phone #:Phone #:Original Site Specific Dwg. &Effective Change Order Date:Copyright ã 2013, (2013) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any form orby any means, including photocopying, without the express written permission of the Drees Company. The Drees Company willvigorously prosecute any unauthorized use of this material.DECK DETAILSREV_DATE02/12/13MATT G.AKSDECK ACCESSORY DETAILSCUS_NMJOB_ADSUB_NMJOB_NMDWG_BYCOORD_NMCOORD_PHDWG_PHCON_DT(2) ANGLE BRACKETS℄POST BEYOND2"6"2x10 BLOCKINGBETWEEN JOIST (1)@ EACH SIDE OFPOSTDECKJOISTSCALE: 1" = 1'-0"POST AND JOIST CONNECTIONFD7.8(2)1/2" DIA.LAG BOLTS W/ 1-1/4"MIN. WASHERS5/4x6 DECKING4x4 POST (INTERMEDIATE 6'0" MAX.)2x6 AT CORNERS W/ (2) 1/2" DIA. BOLTS2"6"SCALE: 1" = 1'-0"POST AND JOIST CONNECTIONED7.8(2)2x10 BLOCK @ POST ONLY(2) 1/2" DIA.LAG BOLTS W/ 1-1/4"MIN. WASHERSDECK JOIST4x4 POST (INTERMEDIATE 6'0" MAX.)5/4x6 DECKING2x6 AT CORNERS W/ (2) 1/2" DIA. BOLTSSTAIR DETAILSSCALE: 1/4" = 1'-0"CD7.83'-0"2'-612"512"3"3'-0"MINIMUMBETWEEN STRINGERS114" NOSING10"TREAD734"MAX.STEPS TO GRADEHEIGHT VARIESSTEPS TO GRADELENGTH VARIES461914131510131417185/4"x4" PRESSURETREATED5/4"x4" PRESSURETREATED181711BD7.8POST CONNECTION AT STAIRSCALE: 3/4" = 1'-0"BD7.8STEP2x_ BLOCKINGPRESSURE TREATED 4x4POST(2) 5/8"x4-1/2" LAG BOLTS WITH2" EDGE DISTANCE (2 BOLTSTOTAL)PLANSECTION2x6 W/ (4) 10dNAILS18GUARDRAIL DETAILSDD7.8SCALE: 1/4" = 1'-0"3'-0" 31 2"31 2"2'-0"31 2"11 2"512"5/4"x4"PRESSURE TREATED5/4"x4" PRESSURE TREATED13151416OPEN6RAIL ELEVATIONRAIL SECTIONADD 4x4 POST TO RAIL IFOVER 10 TREADSPOST CONNECTION AT STAIRSCALE: 3/4" = 1'-0"AD7.84235/4x6 DECKING WITHOUT SPACING--59USE SIMPSON ABW66Z FOR 6x6 POST687WOOD POST - USE 6x6 POST UP TO 20'-0" IN HEIGHT MAXIMUM.16151413125/4 x6 RAIL CAP. GRASPABLE FINGER RECESS AREA SHOULD BE ON BOTH SIDES OF THE PROFILE. THE FINGERRECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH MEASURED VERTICALLY FROM THE TALLEST PORTION OFTHE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH WITHIN 7/8 INCH BELOW THE WIDEST PORTION OFTHE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH TO A LEVEL THAT IS NOT LESS THAN1-3/4 INCHES BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE HANDRAIL ABOVE THERECESS SHALL BE 1-1/4 INCHES TO A MAXIMUM OF 2-3/4 INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF0.01 INCH.2x2s @ 5-1/2" o.c.WOOD STEPS AS REQUIRED BY GRADE1110(2) ANGLE BRACKETS TO PREVENT KICKOUTCONCRETE PAD171918ROUTED 2x10 STAIR STRINGER TO ACCEPT STAIR TREADS.20--1x4 DIAGONAL BRACING ATTACHED TO THE BOTTOM CHORD OF THE JOIST (NOT FLUSH).2221NOTCH TOP OF POST TO ACCEPT BEAM PER PRINTS - BOLT W/(2) 1/2" THROUGH BOLTSBEAM PER PRINTS2x4 RISER HELD TIGHT TO UNDERSIDE OF STAIR TREAD. ATTACH THROUGH ENDS AT STRINGER AND DOWNTHROUGH TOP OF TREAD.2x BANDBOARDJOIST AND SPACE PER PRINTS2x12 STAIR TREADPRESSURE TREATED 4x4 POST116" DIAMETER SONOTUBE FOOTING TO FROST, TYP.112'-8"FLASHING AS REQUIREDTHIS SIDE OF DECK BUILT AGAINST HOUSE. FOR LEDGER CONNECTION, USE A/D7.5 FOR STANDARD DECKCONNECTION. USE DETAILS SHEET D7.6 FOR BRICK TO GRADE DECK CONNECTION; USE DETAILS SHEET D/7.7 FORSIDING TO GRADE DECK CONNECTION 4 2 3 5 6 General Notes Key Notes The Drees Company 211 Grandview Drive Fort Mitchell, Kentucky 41017 PH:(859) 578-4200 Sheet No.Std. Drawn By: Std. Date: Last Rev: Date of Sheet Description: g:\architecture\cincinnati\cinti standard drawings\fireplace\fireplace detail sheets.dwg 02.29.20 MRPH Copyright ã 2021, (2021) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any form or by any means, including photocopying, without the express written permission of the Drees Company. The Drees Company will vigorously prosecute any unauthorized use of this material. FIREPLACE DETAILS 1.REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2.VERIFY FIREPLACE MODEL AND HEARTH SELECTION WITH CUSTOMER'S SELECTIONS. FIREPLACE DETAIL 1 SCALE: VARIES FUTURE FRAMING FOR F.P. OPENING AFTER INSULATION HAS BEEN INSTALLED IN EXT. WALLS HEADER PER PLAN FLASHING BOX OUT FOR FLUE (REFER TO SELECTIONS FOR FIREPLACE AND OPENING HEIGHT) 1" AIRSPACE F-1 A BMODEL HEARTH & HOME 32-3/4" 38-1/4" 39-1/2" 44-1/8" 32-3/4"18-1/4"49" COSMO 42 SLIMLINE SL-7 42" 49" 49-1/4"COURTYARD 42 LANAI RAVE 57-3/4" 16-1/4" 17-3/4" 18-1/8" 17-5/8" C all dimensions are in inches D (FIREBOX REQUIRED HEIGHT) *ADD 18" W/ OPT. HEARTH(FIREBOX REQUIRED WIDTH) (FIREBOX REQUIRED DEPTH - INTERIOR REAR WALL TO FRONT EXTERIOR WALL) (VENT CENTERLINE HEIGHT) *ADD 18" W/ OPT. HEARTH TOP ONLY 47-1/16" TOP 40" SIDE 26-7/8" TOP ONLY 46-1/2" *(NOT IN CINCY/NKY) SEE MANUFACTURER'S SPECS SEE MANUFACTURER'S SPECS 44-1/8"43-3/8"COURTYARD 36 18-3/8"SEE MANUFACTURER'S SPECS FIREPLACE ROUGH OPENING SCHEDULE FIREPLACE MANUFACTURER HEAT & GLO *RAISED 15-1/4"* NOVUS 33 34-7/8"39"19-5/8"TOP 40" SIDE 23-1/2" SCALE: 1/4" = 1'-0" FIREPLACE DOGHOUSE SECTIONS BRICKWRAP (SHOWN WITH OPT. HEARTH) 2'-0"7'-2"212"O.H.10"12 4 7'-6"BOTTOM OF HEADER ABOVE SUBFLOOR2 3 5 1'-6"*OPT.HEARTHHEIGHT2'-0"B + 18" IF HEARTH SELECTEDREFER TO FIREPLACEROUGH OPENING SCHEDULE1 D + 18" IF HEARTH SELECTEDREFER TO FIREPLACEROUGH OPENING SCHEDULED + 18" IF HEARTH SELECTEDREFER TO FIREPLACEROUGH OPENING SCHEDULE614"±W/ FULL BRICK ONLY 1'-93 4"1'-93 4"101 2" 4'-6"7'-2"D + 18" IF HEARTH SELECTEDREFER TO FIREPLACEROUGH OPENING SCHEDULED + 18" IF HEARTH SELECTEDREFER TO FIREPLACEROUGH OPENING SCHEDULE1'-0"10"6 WITH HEARTH SCALE: 1/4" = 1'-0" DIRECT VENT REAR WALL FRAMINGBREFER TO FIREPLACEROUGH OPENINGSCHEDULE2'-0"DD7'-2"FRAMEWRAP (SHOWN WITHOUT OPT. HEARTH)212"O.H.10"12 4 7'-6"BOTTOM OF HEADER ABOVE SUBFLOOR2 3 1 2'-0" NOTE: PROVIDE OSB SHEATHING WHEN STONE VENEER SELECTED 5.10.2022 B A C SCALE: 1/2" = 1'-0" RAVE FIREPLACE PLATFORM DETAIL FIRST FLOOR CEILING HEIGHT(REFER TO PLANS)SCALE: 1/2" = 1'-0" ELEVATION- FULL HEIGHT 2x101'-6"1'-512"SCALE: 1/2" = 1'-0" SECTION - FULL HEIGHT 7'-0" (MAY VARY BY PLAN)1'-6"3'-9" (ROUGH OPENING - Scion 43")1'-71 2"1'-71 2" SCALE: 1/2" = 1'-0" PLAN VIEWS SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0"1'-334"2'-014"(ROUGH OPENING - Scion 43")4'-512"MIN.3'-4"SCALE: NONE SCION FIREPLACE DETAIL CINCINNATI / NKY SINGLE FAMILY & TOWNHOMES The Drees Company LAST REVISION: REVISED BY:ALD 8.15.2022 F-031'-334"2'-014"(ROUGH OPENING - Scion 43")1'-512"1'-214"SURROUND MATERIAL PER CUSTOMER SELECTIONS 2x10 3'-9" (ROUGH OPENING - Scion 43")3'-9"(ROUGH OPENING - Scion 43")2x10 RIPPED 2x10 BEYONDFIRST FLOOR CEILING HEIGHT(REFER TO PLANS)7'-0" (MAY VARY BY PLAN)1'-6"3'-9" (ROUGH OPENING - Scion 43")1'-71 2"1'-71 2"2'-014"(ROUGH OPENING - Scion 43")1'-334"1'-512"4'-6"2x101'-6"1'-512"SCALE: 1/2" = 1'-0" SECTION - HALF HEIGHT SCALE: 1/2" = 1'-0"1'-334"3'-4"2'-014"(ROUGH OPENING - Scion 43")1'-214"SURROUND MATERIAL PER CUSTOMER SELECTIONS 2x10 SCALE: 1/2" = 1'-0" ELEVATION- HALF HEIGHT SCALE: 1/2" = 1'-0"1012" TRIM DETAIL - ELEVATION TRIM DETAIL - SECTION ©SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSLAST REVISION:DATE OF DETAIL:DRAWN BY:08/23/13BLCSHEET NO.INDIANAPOLIS Jan 13, 2023 - 2:53pm01Note: See selections to clarify mantel design TRADITIONAL CRAFTSMAN FIREPLACE SURROUND - 1 TIER39" FIREBOXFP3.1SEE SELECTION DOCUMENTATION FOR FINAL CLARIFICATION OF MANTEL STYLE - DESIGN CENTER DOES OFFER PRE-FABRICATED MANTELS PROVIDED BY DEALERS WHOLESALE TRIM DETAIL - ELEVATION ©02Note: See selections to clarify mantel design TRIM DETAIL - SECTION LAST REVISION:DATE OF DETAIL:DRAWN BY:SHEET NO. Jan 13, 2023 - 2:54pmFP3.2SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSINDIANAPOLISTRADITIONAL CRAFTSMAN FIREPLACE SURROUND - 2 TIER39" FIREBOXSEE SELECTION DOCUMENTATION FOR FINAL CLARIFICATION OF MANTEL STYLE - DESIGN CENTER DOES OFFER PRE-FABRICATED MANTELS PROVIDED BY DEALERS WHOLESALE 08/23/13BLC TRIM DETAIL - ELEVATION ©03 Note: See selections to clarify mantel design TRIM DETAIL - SECTION LAST REVISION:DATE OF DETAIL:DRAWN BY:SHEET NO. Jan 13, 2023 - 2:54pmFP3.3SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSINDIANAPOLISTRADITIONAL CRAFTSMAN FIREPLACE SURROUND - 3 TIER39" FIREBOXSEE SELECTION DOCUMENTATION FOR FINAL CLARIFICATION OF MANTEL STYLE - DESIGN CENTER DOES OFFER PRE-FABRICATED MANTELS PROVIDED BY DEALERS WHOLESALE 08/23/13BLC ©SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSINDIANAPOLISTRIM DETAIL - ELEVATION TRIM DETAIL - SECTION LAST REVISION:DATE OF DETAIL:DRAWN BY:SHEET NO. Jan 13, 2023 - 2:55pmFP3.402/09/18AKSSEE SELECTION DOCUMENTATION FOR FINAL CLARIFICATION OF MANTEL STYLE - DESIGN CENTER DOES OFFER PRE-FABRICATED MANTELS PROVIDED BY DEALERS WHOLESALE 04Note: See selections to clarify mantel design ©SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSINDIANAPOLIS05Note: See selections to clarify mantel design LAST REVISION:DATE OF DETAIL:DRAWN BY:SHEET NO. Jan 13, 2023 - 2:56pmFP3.502/09/18AKS ©SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSINDIANAPOLISNote: See selections for mantel design & tile/stone surround where applicable TRIM DETAIL - ELEVATION TRIM DETAIL - SECTION (MATERIAL TO WRAP CORNERS AND RETURN TO WALL) TRIM DETAIL - PLAN TRIM DETAIL - PLAN [BUMPED] TRIM DETAIL - PLAN [DIAGONAL] MANTEL DETAIL 06 LAST REVISION:DATE OF DETAIL:DRAWN BY:SHEET NO. Jan 13, 2023 - 2:58pmFP3.602/09/18AKSWHEN APPLICABLE - PLACE CONDUIT AT 6'-0" A.F.F. SEE SELECTION DOCUMENTATION FOR FIREBOX SELECTION ©SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSINDIANAPOLISNote: See selections to clarify mantel design TRIM DETAIL - SECTION TRIM DETAIL - ELEVATION MANTEL DETAIL SEE SELECTIONS FOR TOTAL HEIGHT OF STONE FIREPLACE - VARIES PER PLAN TRIM DETAIL - PLAN [FLUSH]TRIM DETAIL - PLAN [BUMPED] TRIM DETAIL - PLAN [DIAGONAL] WHEN APPLICABLE - PLACE CONDUIT AT 7'-0" A.F.F.LAST REVISION:DATE OF DETAIL:DRAWN BY:SHEET NO. Jan 13, 2023 - 2:58pmFP3.702/09/18AKS07 ©SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSINDIANAPOLISTRIM DETAIL - SECTION TRIM DETAIL - ELEVATION SEE SELECTIONS FOR TOTAL HEIGHT OF STONE FIREPLACE - VARIES PER PLAN TRIM DETAIL - PLAN [FLUSH]TRIM DETAIL - PLAN [BUMPED] MANTEL DETAIL TRIM DETAIL - PLAN [DIAGONAL] WHEN APPLICABLE - PLACE CONDUIT AT 7'-0" A.F.F. Note: See selections to clarify mantel design 08 LAST REVISION:DATE OF DETAIL:DRAWN BY:SHEET NO. Jan 13, 2023 - 2:59pmFP3.802/09/18AKS ©SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSINDIANAPOLISTRIM DETAIL - SECTIONTRIM DETAIL - ELEVATION LAST REVISION:DATE OF DETAIL:DRAWN BY:SHEET NO. Jan 13, 2023 - 2:59pmFP3.902/09/18AKSNote: See selections to clarify mantel design 09 SEE SELECTION DOCUMENTATION FOR FINAL CLARIFICATION OF MANTEL STYLE - DESIGN CENTER DOES OFFER PRE-FABRICATED MANTELS PROVIDED BY DEALERS WHOLESALE TRIM DETAIL - ELEVATION TRIM DETAIL - SECTION ©LAST REVISION:DATE OF DETAIL:DRAWN BY:08/23/13BLCSHEET NO. Jan 13, 2023 - 2:59pm10Note: See selections to clarify mantel design FP3.10SEE SELECTION DOCUMENTATION FOR FINAL CLARIFICATION OF MANTEL STYLE - DESIGN CENTER DOES OFFER PRE-FABRICATED MANTELS PROVIDED BY DEALERS WHOLESALE SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSINDIANAPOLIS SCALE: 1/2" = 1'-0" TRIM DETAIL - ELEVATION SCALE: 1/2" = 1'-0" TRIM DETAIL - SECTION 5/4x12 4-1/4" CROWN MOULDING 2x4 41 4"7" 111 4" DRYWALL 1x8512"© 2018, The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any form orby any means, including photocopying, without the express written permission of The Drees Company. TheDrees Company will vigorously prosecute any unauthorized use of this material.LAST REVISION:DATE OF DETAIL:DRAWN BY:08/23/13BLCSHEET NO. Apr 04, 2023 - 12:06pm11Note: See selections to clarify mantel designSCALE: 1/2" = 1'-0" TRIM DETAIL - PLAN [FLUSH] SCALE: 1/2" = 1'-0" TRIM DETAIL - PLAN [DIAGONAL]3'-3" ROUGH OPENINGOUTLINE OF MANTEL ABOVE 6" TILE/GRANITE SURROUND 1x6 WRAP W/ TOP EDGE CUT AT 45° ANGLE (RETURN TO 1x10 BACKER) 1x10 1x8OUTLINE OF MANTEL ABOVE 1x2 ON EDGE 6" TILE/GRANITE SURROUND 1x6 WRAP W/ TOP EDGE CUT AT 45° ANGLE (RETURN TO 1x10 BACKER) SCALE: 1/2" = 1'-0" 3'-3" ROUGH OPENING TRIM DETAIL - PLAN [BUMPED]1'-8"3'-3" ROUGH OPENING 1'-3"1'-3" 5'-9" OUT TO OUT FRAME (VARIES BY PLAN) 6"91 4"6"91 4" 6" TILE/GRANITE SURROUND 1x6 WRAP W/ TOP EDGE CUT AT 45° ANGLE (RETURN TO 1x10 BACKER)OUTLINE OF MANTEL ABOVE 61 2"91 4"61 2"91 4" 1x10 1x8 1x2 ON EDGE 1x10 1x8 1x2 ON EDGE SCALE: 1" = 1'-0" MANTEL DETAIL FP3.11SEE SELECTION DOCUMENTATION FOR FINAL CLARIFICATION OF MANTEL STYLE - DESIGN CENTER DOES OFFER PRE-FABRICATED MANTELS PROVIDED BY DEALERS WHOLESALE SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSINDIANAPOLIS91 4"61 4"3'-3"91 4"61 4"3'-3" 5'-10" 3'-3" FIREBOX 6'-5" 1x10 5/4x12 1" 1x8 1x8 6" SURROUND 1x6 WRAP W/ TOP EDGE CUT AT 45° ANGLE (RETURN TO 1x10 BACKER) MANTEL RETURNS TO WALL SCALE: 1/2" = 1'-0" TRIM DETAIL - ELEVATION 71 4"4'-5"4-1/4" CROWN MOULDING HALF ROUND MOULDING 1x2 PAD OUT 1x2 1x2 ON EDGE 1x2 ON EDGE SCALE: 1/2" = 1'-0" TRIM DETAIL - SECTION714"512"2'-11"(R.O. FOR HEATILATOR FIREBOX)2'-10"614"3'-414"4'-5"1x6 WRAP W/ TOP EDGE CUT AT 45° ANGLE (RETURN TO 1x10 BACKER) 1x10 1x8 HALF ROUND MOULDING EKENA MILLWORK BRACKET #COR03X04X06CP 1x2 ON EDGE DRYWALL 6-0"A.F.F.OPT. COMPONENT CONDUIT/OUTLET (CENTERED ON FIREPLACE)SEE MANTEL DETAIL3'-0"8'-0" 5/4x6 5-1/4" CROWN MOULDING 1'-0"VARIES1'-0" 1x4 DRYWALL 1x4 1x4 1x4 DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL 512"5/4x6 5/4x2 5-1/4" CROWN MOULDING 1x4 1x4 1x4 DRYWALL 1x4 BEYOND 1x4 BEYOND HEIGHT DETERMINED PER PLAN3'-0" VARIES PER PLAN 1'-0"7'-6" A.F.F.OPTIONAL HEARTH (12" DEPTH) EQ.5'-0" OPTIONAL HEARTH EQ. ELEVATION - GAS FIREPLACE 2'-478" (VIEWING AREA)VARIES PER PLAN ELEVATION - WOODBURNING FIREPLACE 2'-93 8" (VIEWING AREA)EQ.EQ.3'-612" ROUGH OPENING958"TO. R.O.1'-0"7'-6" A.F.F.EQ.5'-0" OPTIONAL HEARTH EQ.1'-878" (VIEWING AREA)3'-0" (VIEWING AREA)EQ.EQ.3'-334" ROUGH OPENING438"TO.R.O.OPTIONAL HEARTH 5'- 0 " 1'-0" 1'-0"©SCALE: AS NOTEDOUTDOOR LIVING FIREPLACE06/05/15AKSINDIANAPOLISA LIMESTONE MANTEL 1" BRICK or STRUCTURAL STONE5'-3" +/-STUD WALL 1'-0" 9" 1" 1" 9" SECTION THROUGH MANTEL SUPPORT5'-3" +/-EQ.6'-6"EQ. EQ.EQ. A 6"6"111 4"111 4" LIMESTONE MANTEL 5'-3" +/-EQ.6'-6"EQ. EQ.EQ. A 6"6"10"10" LIMESTONE MANTEL BRICK CORBEL PER DETAIL. ACCENT COLOR. BRICK CORBEL PER DETAIL. ACCENT BRICK. OPTIONAL HEARTH (12" DEPTH) BRICK ROWLOCK SURROUND (PULLED 3/4"). ACCENT COLOR. BRICK ROWLOCK SURROUND (PULLED 3/4"). ACCENT COLOR.LAST REVISION:DATE OF DETAIL:DRAWN BY:SHEET NO. Jan 13, 2023 - 2:59pmFP3.12 ©SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSINDIANAPOLISNotes: TRIM DETAIL - PLAN [FLUSH]TRIM DETAIL - PLAN [BUMPED]LAST REVISION:DATE OF DETAIL:DRAWN BY:SHEET NO. Mar 24, 2023 - 5:26pmFP3.1301/12/2023BLC13 TRIM DETAIL - PLAN [DIAGONAL] TRIM DETAIL - SECTIONTRIM DETAIL - ELEVATION MANTEL DETAIL Note: See selections to clarify mantel design Note: Picture is missing required tile/granite surround ©SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSINDIANAPOLISNotes: TRIM DETAIL - PLAN [FLUSH]TRIM DETAIL - PLAN [BUMPED]LAST REVISION:DATE OF DETAIL:DRAWN BY:SHEET NO. Mar 24, 2023 - 5:26pmFP3.1401/12/2023BLCTRIM DETAIL - PLAN [DIAGONAL] TRIM DETAIL - SECTIONTRIM DETAIL - ELEVATION MANTEL DETAIL 15Note: See selections to clarify mantel design ©SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSINDIANAPOLISNotes: TRIM DETAIL - PLAN [FLUSH]TRIM DETAIL - PLAN [BUMPED]LAST REVISION:DATE OF DETAIL:DRAWN BY:SHEET NO. Mar 24, 2023 - 5:19pmFP3.1503/24/2023BLCTRIM DETAIL - PLAN [DIAGONAL] MANTEL DETAIL TRIM DETAIL - SECTIONTRIM DETAIL - ELEVATION 16Note: See selections to clarify mantel design ©SCALE: AS NOTEDINTERIOR FIREPLACE DETAILSINDIANAPOLISNotes: TRIM DETAIL - PLAN [FLUSH]TRIM DETAIL - PLAN [BUMPED]LAST REVISION:DATE OF DETAIL:DRAWN BY:SHEET NO. Mar 24, 2023 - 5:20pmFP3.1603/24/2023BLCTRIM DETAIL - PLAN [DIAGONAL] TRIM DETAIL - SECTIONTRIM DETAIL - ELEVATION MANTEL DETAIL S-1A Sheet No. PLAN VIEW SCALE: 1/4" = 1'-0" 11'-4" MAX.11'-4" MAX. TYPICAL FOUNDATION WALL 2x4 CONT. KEYWAY 5" CONCRETE SLAB THROUGHOUT 12'-8" MAX.12'-8" MAX.1'-4"36"x36"x12" PLAIN CONCRETE FOOTING ON VIRGIN SOIL W/ (2) #4 REBAR DOWELS INTO PIER 16" DIA. CONCRETE SONOTUBE W/ (2) #4 REBAR FROM FOOTING SECTION THRU SLAB SCALE: 1/4" = 1'-0" 11'-4" MAX.11'-4" MAX. 2x4 CONT. KEYWAY 5"16"16"3" CLEAR(4) #4 REBARS CONTINUOUS SECTION THRU GRADE BEAM SCALE: 1/4" = 1'-0" FOUNDATION WALL PLAIN CONC. FOOTING - SEE PLAN #4 REBARS @ 16" O.C. (4) #4 REBARS CONTINUOUS 12'-8" MAX.12'-8" MAX. 36"x36"x12" PLAIN CONCRETE FOOTING ON VIRGIN SOIL W/ (2) #4 REBAR DOWELS INTO PIER KEYWAY DETAIL SCALE: 1/2" = 1'-0" CONTINUOUS FOOTING PLAIN CONC. FOOTING - SEE PLAN REINFORCING DETAILS 2-CAR FRONT OR SIDE ENTRY GARAGE 2" CLEAR(MIN.)112"PUSH SLAB REBARS TIGHT TO WALL 8"212"11 2"5"2" CLEAR(MIN.)#4 REBARS @ 16" O.C.112"2"MIN.(ALL EDGES) 16" DIA. CONCRETE SONOTUBE GENERAL NOTES 1. THIS DETAIL TO BE USED ONLY WHEN OVERDIG EXCEEDS 2'-0"- FILL OVERDIG AREAS WITH GRAVEL IF LESS THAN 2'-0". 2. CONCRETE STRENGTH AT SLAB: 3500 PSI 3. ALL REBAR SHALL BE F = 60 KSI STEELy ALTERNATE GARAGE SLAB 1. FILL OVERDIG COMPLETELY w/ SELF-COMPACTING GRAVEL FILL. 2. CONCRETE STRENGTH AT SLAB: 3500 PSI 3. SLAB REBAR OR GRADE BEAM NOT REQUIRED. 4. INSTALL SLAB KEYWAY PER DETAIL 3 THIS SHEET. ALLStd. By: Copyright ã 2023 The Drees Company, All rights reserved. These plans are protected by Copyright. No part of these plans may be reproduced in any form or by any means, including photocopying, without the written permission from the Copyright owner. ARC 5/22/09Std. Date: Chk. By: Date of Last Rev:01/20/23 mprh Sheet Description: \\ftm-win-fs1\data\architecture\autocad 2004\symbols\details\general\mulhern and kulp engineering\garageslabdwgs.dwg 03.01.2019 SCALE: AS NOTED FOUNDATION WALL COMMON WITH BASEMENT EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) #4 REBARS @ 16" O.C. FOR FULL WIDTH AND DEPTH OF SLAB AND EXTEND INTO KEYWAY 16" DEEPx16" WIDE GRADE BEAM (4) #4 REBARS @ BOTTOM (CONT.) AND (3) #4 REBAR @ TOP (CONT.) PROVIDE (3) #4 CONT. BARS IN GRADE BEAM @ ELEVATION OF SLAB REINFORCEMENT 1'-4"PROVIDE (3) #4 CONT. BARS IN GRADE BEAM @ ELEVATION OF SLAB REINFORCEMENT EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) ALLStd. By: S-1B ARC 5/22/09Std. Date: Chk. By: Sheet No. Date of Last Rev: SCALE: AS NOTEDSheet Description: REINFORCING DETAILS 3-CAR FRONT OR SIDE ENTRY GARAGE11'-4" MAX.11'-4" MAX.TYPICAL FOUNDATION WALLCONTINUOUS FOOTING 2x4 CONT. KEYWAY 5" CONCRETE SLAB THROUGHOUT 12'-8" MAX.12'-8" MAX.1'-4"36"x36"x12" PLAIN CONCRETE FOOTING ON VIRGIN SOIL W/ (2) #4 REBAR DOWELS INTO PIER 16" DIA. CONCRETE SONOTUBE W/ (2) #4 REBAR FROM FOOTING #4 REBARS @ 16" O.C. 12'-8" MAX. 12'-8" MAX.12'-8" MAX. 16" DIA. CONC. SONOTUBE 12'-8" MAX.2" CLEAR(MIN.)1'-4"(4) #4 REBARS CONTINUOUS \\ftm-win-fs1\data\architecture\autocad 2004\symbols\details\general\mulhern and kulp engineering\garageslabdwgs.dwg 03.01.2019 SECTION THRU SLAB SCALE: 1/4" = 1'-0" 11'-4" MAX.11'-4" MAX. 2x4 CONT. KEYWAY 5"16"16"3" CLEAR(4) #4 REBARS CONTINUOUS 2" CLEAR(MIN.)112"#4 REBARS @ 16" O.C. PROVIDE (3) #4 CONT. BARS IN GRADE BEAM @ ELEVATION OF SLAB REINFORCEMENT #4 REBARS @ 16" O.C. FOR FULL WIDTH AND DEPTH OF SLAB AND EXTEND INTO KEYWAY PLAN VIEW SCALE: 1/4" = 1'-0" 16" DEEPx16" WIDE GRADE BEAM (4) #4 REBARS @ BOTTOM (CONT.) AND (3) #4 REBAR @ TOP (CONT.) KEYWAY DETAIL SCALE: 1/2" = 1'-0" PUSH SLAB REBARS TIGHT TO WALL 8"212"11 2"5"112"2"MIN.(ALL EDGES) SECTION THRU GRADE BEAM SCALE: 1/4" = 1'-0" 36"x36"x12" PLAIN CONCRETE FOOTING ON VIRGIN SOIL W/ (2) #4 REBAR DOWELS INTO PIER FOUNDATION WALL PLAIN CONC. FOOTING - SEE PLAN PLAIN CONC. FOOTING - SEE PLAN FOUNDATION WALL COMMON WITH BASEMENT PROVIDE (3) #4 CONT. BARS IN GRADE BEAM @ ELEVATION OF SLAB REINFORCEMENT GENERAL NOTES 1. THIS DETAIL TO BE USED ONLY WHEN OVERDIG EXCEEDS 2'-0"- FILL OVERDIG AREAS WITH GRAVEL IF LESS THAN 2'-0". 2. CONCRETE STRENGTH AT SLAB: 3500 PSI 3. ALL REBAR SHALL BE F = 60 KSI STEELy ALTERNATE GARAGE SLAB 1. FILL OVERDIG COMPLETELY w/ SELF-COMPACTING GRAVEL FILL. 2. CONCRETE STRENGTH AT SLAB: 3500 PSI 3. SLAB REBAR OR GRADE BEAM NOT REQUIRED. 4. INSTALL SLAB KEYWAY PER DETAIL 3 THIS SHEET. Copyright ã 2023 The Drees Company, All rights reserved. These plans are protected by Copyright. No part of these plans may be reproduced in any form or by any means, including photocopying, without the written permission from the Copyright owner.01/20/23 mprh EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT)EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) S-1B Sheet No.Sheet Description: REINFORCING DETAILS 3-CAR FRONT OR SIDE ENTRY GARAGE TYPICAL FOUNDATION WALLCONTINUOUS FOOTING 2x4 CONT. KEYWAY 11'-4" MAX.11'-4" MAX. 5" CONCRETE SLAB THROUGHOUT 12'-8" MAX.12'-8" MAX.1'-4" 36"x36"x12" PLAIN CONCRETE FOOTING ON VIRGIN SOIL W/ (2) #4 REBAR DOWELS INTO PIER 16" DIA. CONCRETE SONOTUBE W/ (2) #4 REBAR FROM FOOTING12'-8" MAX.12'-8" MAX.1'-4" 11'-4" MAX. \\ftm-win-fs1\data\architecture\autocad 2004\symbols\details\general\mulhern and kulp engineering\garageslabdwgs.dwg 03.01.2019 ALTERNATE ALLStd. By: ARC 5/22/09Std. Date: Chk. By: Date of Last Rev: SCALE: AS NOTED KEYWAY DETAIL SCALE: 1/2" = 1'-0" PUSH SLAB REBARS TIGHT TO WALL 8"212"11 2"5"112"2"MIN.(ALL EDGES) GENERAL NOTES 1. THIS DETAIL TO BE USED ONLY WHEN OVERDIG EXCEEDS 2'-0"- FILL OVERDIG AREAS WITH GRAVEL IF LESS THAN 2'-0". 2. CONCRETE STRENGTH AT SLAB: 3500 PSI 3. ALL REBAR SHALL BE F = 60 KSI STEELy ALTERNATE GARAGE SLAB 1. FILL OVERDIG COMPLETELY w/ SELF-COMPACTING GRAVEL FILL. 2. CONCRETE STRENGTH AT SLAB: 3500 PSI 3. SLAB REBAR OR GRADE BEAM NOT REQUIRED. 4. INSTALL SLAB KEYWAY PER DETAIL 3 THIS SHEET. SECTION THRU GRADE BEAM SCALE: 1/4" = 1'-0" #4 REBARS @ 16" O.C. (4) #4 REBARS CONTINUOUS 12'-8" MAX.12'-8" MAX. 36"x36"x12" PLAIN CONCRETE FOOTING ON VIRGIN SOIL W/ (2) #4 REBAR DOWELS INTO PIER PLAIN CONC. FOOTING - SEE PLAN2" CLEAR(MIN.)16" DIA. CONCRETE SONOTUBE FOUNDATION WALL COMMON WITH BASEMENT1'-4"PROVIDE (3) #4 CONT. BARS IN GRADE BEAM @ ELEVATION OF SLAB REINFORCEMENT FOUNDATION WALL PLAIN CONC. FOOTING - SEE PLAN 11'-4" MAX. 2x4 CONT. KEYWAY 5"16"16"3" CLEAR(4) #4 REBARS CONTINUOUS PROVIDE (3) #4 CONT. BARS IN GRADE BEAM @ ELEVATION OF SLAB REINFORCEMENT 11'-4" MAX.112"#4 REBARS @ 16" O.C. 11'-4" MAX.16"16"3" CLEARSECTION THRU SLAB SCALE: 1/4" = 1'-0" #4 REBARS @ 16" O.C. FOR FULL WIDTH AND DEPTH OF SLAB AND EXTEND INTO KEYWAY 16" DEEPx16" WIDE GRADE BEAM (4) #4 REBARS @ BOTTOM (CONT.) AND (3) #4 REBAR @ TOP (CONT.) PLAN VIEW SCALE: 1/4" = 1'-0" Copyright ã 2023 The Drees Company, All rights reserved. These plans are protected by Copyright. No part of these plans may be reproduced in any form or by any means, including photocopying, without the written permission from the Copyright owner.01/20/23 mprh EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) S-1C Sheet No. REINFORCING DETAILS TANDEM GARAGE 11'-4" MAX.11'-4" MAX. TYPICAL FOUNDATION WALL 2x4 CONT. KEYWAY 5" CONCRETE SLAB THROUGHOUT #4 REBARS @ 16" O.C. FOR FULL WIDTH AND DEPTH OF SLAB AND EXTEND INTO KEYWAY 36"x36"x12" PLAIN CONCRETE FOOTING ON VIRGIN SOIL W/ (2) #4 REBAR DOWELS INTO PIER 16" DIA. CONCRETE SONOTUBE W/ (2) #4 REBAR FROM FOOTING CONTINUOUS FOOTING 12'-8" MAX.12'-8" MAX.12'-8" MAX.11'-4" MAX.11'-4" MAX. #4 REBARS @ 16" O.C. 12'-8" MAX.12'-8" MAX. 16" DIA. CONCRETE SONOTUBE 1'-4" 1'-4"1'-4" PLAIN CONC. FOOTING - SEE PLAN FOUNDATION WALL COMMON WITH BASEMENT 2" CLEAR(MIN.)1'-4"FOUNDATION WALL PLAIN CONC. FOOTING - SEE PLAN GENERAL NOTES 1. THIS DETAIL TO BE USED ONLY WHEN OVERDIG EXCEEDS 2'-0"- FILL OVERDIG AREAS WITH GRAVEL IF LESS THAN 2'-0". 2. CONCRETE STRENGTH AT SLAB: 3500 PSI 3. ALL REBAR SHALL BE F = 60 KSI STEELy ALTERNATE GARAGE SLAB 1. FILL OVERDIG COMPLETELY w/ SELF-COMPACTING GRAVEL FILL. 2. CONCRETE STRENGTH AT SLAB: 3500 PSI 3. SLAB REBAR OR GRADE BEAM NOT REQUIRED. 4. INSTALL SLAB KEYWAY PER DETAIL 3 THIS SHEET. ALLStd. By: ARC 5/22/09Std. Date: Chk. By: Date of Last Rev:\\ftm-win-fs1\data\architecture\autocad 2004\symbols\details\general\mulhern and kulp engineering\garageslabdwgs.dwg 03.01.2019 Sheet Description: 16" DEEPx16" WIDE GRADE BEAM (4) #4 REBARS @ BOTTOM (CONT.) AND (3) #4 REBAR @ TOP (CONT.) KEYWAY DETAIL SCALE: 1/2" = 1'-0" PUSH SLAB REBARS TIGHT TO WALL 8"212"11 2"5"112"2"MIN.(ALL EDGES) SECTION THRU SLAB SCALE: 1/4" = 1'-0" 11'-4" MAX.11'-4" MAX. 2x4 CONT. KEYWAY 5"16"16"3" CLEAR(4) #4 REBARS CONTINUOUS 2" CLEAR(MIN.)112"#4 REBARS @ 16" O.C. PROVIDE (3) #4 CONT. BARS IN GRADE BEAM @ ELEVATION OF SLAB REINFORCEMENT (4) #4 REBARS CONTINUOUS 36"x36"x12" PLAIN CONCRETE FOOTING ON VIRGIN SOIL W/ (2) #4 REBAR DOWELS INTO PIER SECTION THRU GRADE BEAM SCALE: 1/4" = 1'-0" PLAN VIEW SCALE: 1/4" = 1'-0" PROVIDE (3) #4 CONT. BARS IN GRADE BEAM @ ELEVATION OF SLAB REINFORCEMENT 5" CONCRETE SLAB THROUGHOUT #4 REBARS @ 16" O.C. FOR FULL WIDTH AND DEPTH OF SLAB AND EXTEND INTO KEYWAY 16" DEEPx16" WIDE GRADE BEAM (4) #4 REBARS @ BOTTOM (CONT.) AND (3) #4 REBAR @ TOP (CONT.) Copyright ã 2023 The Drees Company, All rights reserved. These plans are protected by Copyright. No part of these plans may be reproduced in any form or by any means, including photocopying, without the written permission from the Copyright owner.01/20/23 mprh EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) S-1D Sheet No.Sheet Description: REINFORCING DETAILS 1-CAR FRONT ENTRY GARAGE TYPICAL FOUNDATION WALLCONTINUOUS FOOTING 5" CONCRETE SLAB THROUGHOUT 12'-4" MAX. PLAIN CONC. FOOTING - SEE PLAN FOUNDATION WALL COMMON WITH BASEMENT 1'-4"11'-4" MAX.11'-4" MAX.1'-4"12'-4" MAX. 2x4 CONT. KEYWAY ALLStd. By: ARC 5/22/09Std. Date: Chk. By: Date of Last Rev:\\ftm-win-fs1\data\architecture\autocad 2004\symbols\details\general\mulhern and kulp engineering\garageslabdwgs.dwg 03.01.2019 KEYWAY DETAIL SCALE: 1/2" = 1'-0" PUSH SLAB REBARS TIGHT TO WALL 8"212"11 2"5"112"2"MIN.(ALL EDGES) GENERAL NOTES 1. THIS DETAIL TO BE USED ONLY WHEN OVERDIG EXCEEDS 2'-0"- FILL OVERDIG AREAS WITH GRAVEL IF LESS THAN 2'-0". 2. CONCRETE STRENGTH AT SLAB: 3500 PSI 3. ALL REBAR SHALL BE F = 60 KSI STEELy ALTERNATE GARAGE SLAB 1. FILL OVERDIG COMPLETELY w/ SELF-COMPACTING GRAVEL FILL. 2. CONCRETE STRENGTH AT SLAB: 3500 PSI 3. SLAB REBAR OR GRADE BEAM NOT REQUIRED. 4. INSTALL SLAB KEYWAY PER DETAIL 3 THIS SHEET. SECTION THRU SLAB SCALE: 1/4" = 1'-0" 11'-4" MAX.11'-4" MAX. 2x4 CONT. KEYWAY 5"16"16"3" CLEAR(4) #4 REBARS CONTINUOUS 2" CLEAR(MIN.)112"#4 REBARS @ 16" O.C. PROVIDE (3) #4 CONT. BARS IN GRADE BEAM @ ELEVATION OF SLAB REINFORCEMENT SECTION THRU GRADE BEAM SCALE: 1/4" = 1'-0" (4) #4 REBARS CONTINUOUS FOUNDATION WALL PLAIN CONC. FOOTING - SEE PLAN #4 REBARS @ 16" O.C.2" CLEAR(MIN.)#4 REBARS @ 16" O.C. FOR FULL WIDTH AND DEPTH OF SLAB AND EXTEND INTO KEYWAY 16" DEEPx16" WIDE GRADE BEAM (4) #4 REBARS @ BOTTOM (CONT.) AND (3) #4 REBAR @ TOP (CONT.) PLAN VIEW SCALE: 1/4" = 1'-0" Copyright ã 2023 The Drees Company, All rights reserved. These plans are protected by Copyright. No part of these plans may be reproduced in any form or by any means, including photocopying, without the written permission from the Copyright owner.01/20/23 mprh EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) EPOXY-SET (4) #4 BARS @ BOTTOM OF GRADE BEAM INTO FOUNDATION WALL W/ DEWALT AC100+ GOLD OR APPROVED EQUIVALENT THAT MEETS ASTM E488/ACI355.4 (MIN. 4" EMBEDMENT) The Drees Company 211 Grandview Drive Fort Mitchell, Kentucky 41017 PH:(859) 578-4200 ã TRIM DETAIL OPTIONS PANEL MOULD TRADITIONAL 32” & 4’ NOTE : PLACE OUTLETS HORIZONTAL 7 ½” ABOVE SUBFLOOR NOTE : MINIMUM BOX WIDTH 30” –SPACE EQUIDISTANCE IN ROOM BASEBOARD PER SELECTIONS 3” CHAIR RAIL NOTE : ALL TRIM DETAIL DEFAULTS TO INTERIOR TRIM PAINT COLOR UNLESS SPECIFIED OTHERWISE NOTE : ALL TRIM DETAIL DEFAULTS TO INTERIOR TRIM PAINT COLOR UNLESS SPECIFIED OTHERWISE PANEL MOULD TRADITIONAL 5’ NOTE : PLACE OUTLETS HORIZONTAL 7 ½” ABOVE SUBFLOOR NOTE: MINIMUM BOX WIDTH 30” –SPACE EQUIDISTANCE IN ROOM 4” SPACING 5” SPACING BOX HEIGHT VARIES BASED ON OVERALL HEIGHT –SEE OPTION DESCRIPTION Photo Is For Style Reference Only – Use Dimensions Provided Below TRIM DETAIL OPTIONS PANEL MOULD ARTS AND CRAFTS 32”, 4’ & 5’ HEIGHT NOTE : PLACE OUTLETS HORIZONTAL 3” ABOVE SUBFLOOR NOTE : MINIMUM BOX WIDTH 30” –SPACE EQUIDISTANCE IN ROOM OVERALL HEIGHT – EITHER 32”, 4’ OR 5’ –SEE OPTION DESCRIPTION 1X4 1X6 NOTE : ALL TRIM DETAIL DEFAULTS TO INTERIOR TRIM PAINT COLOR UNLESS SPECIFIED OTHERWISE NOTE : ALL TRIM DETAIL DEFAULTS TO INTERIOR TRIM PAINT COLOR UNLESS SPECIFIED OTHERWISE BEADBOARD WAINSCOTTING 3’, 4’ & 5’ HEIGHT NOTE : PLACE OUTLETS AT STANDARD HEIGHT OVERALL HEIGHT – EITHER 3’, 4’ OR 5’– SEE OPTION DESCRIPTION BASEBOARD PER SELECTIONS 3” CHAIR RAIL 1X2 WITH ROUTE