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K-716VILLAGERBATHCAST IRON6'-3"4'-9"1'-6"7'-0"13'-0"12'-6"7'-0"21'-0"12'-0"1'-6"9'-0"1'-6"22'-0"30'-0"52'-0"65'-6"24'-8 1/2"21'-1 1/2"7'-8"7'-8 1/2"4'-3 1/2"9'-6"1'-6"7'-7"
2'-0"18'-0"2'-0"
25'-0"8'-5 1/2"
11'-0"41'-0"3'-6"7'-4 1/2"5'-6"3'-0"11'-8"2'-10 1/2"2'-6"8'-1 1/2"2'-1 1/2"2'-4"3'-2"9'-1 1/2"5'-6 1/2"12'-0"5'-2"15'-7"3'-5"4'-2 1/2"8'-5 1/2"6'-0"
15'-7"8'-4 1/2"8'-4 1/2"18'-4"
K-716VILLAGERBATHCAST IRON AA3.11A3.22A3.2C:\Users\Owner\Dropbox\Projects\2020 Projects\20-012 Bridlewood Plan 2\20-012 BRIDLEWOOD2 A1.0 BASEMENT.dwg5/2/2020 5:45:07 PMBASEMENT FLOOR PLANSCALE = 1/4" = 1'-0"FLOOR PLAN KEY NOTES1.WASHER W/ BUILT-IN WASHER HOOK-UP2.DRYER W/ EXHAUST VENT3.LAUNDRY SINK4.WATER HEATER5.PROVIDE OPTIONAL WATER SOFTENER & R.O. SYSTEM6.KITCHEN SINK W/DISPOSAL7.BASE KITCHEN CABINET8.UPPER KITCHEN CABINET9.DISHWASHER10.OVEN11.MICROWAVE ABOVE12.REFRIGERATOR13.DESK W/ WALL MOUNTED CABINETS14.ISLAND CABINETS15.PROVIDE (5) 16" DEEP PANTRY SHELVES16.OPTIONAL FIREPLACE17.SINGLE SHELF AND CLOSET ROD18.DOUBLE SHELF AND CLOSET RODS19.LOW GYP. BD. WALL20.16" HIGH SHOWER SEAT21.MEDICINE CABINET22.TEMPERED GLASS SHOWER DOOR & SURROUND23.HVAC UNIT24.36"X36" CONCRETE CONDENSER PAD25.6" CONCRETE STEPS26.HANDRAIL - SEE DETAIL 3/A5.127.GUARDRAIL - SEE DETAIL 2/A5.128.22"X30" ATTIC ACCESS29.MUDROOM SEAT W/ STORAGE30.MUDROOM LOCKERS ABOVE31.EXTEND FLUE TO CEILING32.PROVIDE WINDOW WELL PER IRC AS REQUIRED33.VANITY CABINET W/ MIRROR ABOVE34.GARDEN TUB35.18" SHELF36.PROVIDE (5) 14" DEEP LINEN SHELVES37.DROPPED CEILING38.ARCHWAY39.HVAC CONDENSER AND PAD40.CONCRETE STEPS - SEE STRUCTURALGRAPHIC LEGEND2 x 4 WALL2 x 6 WALL8" CONCRETE WALLGENERAL NOTES1.DIMENSIONS ARE FROM FACE OF STUD. WHERE WALL ISMARKED WITH A CENTERLINE, DIMENSIONS ARE FROMCENTERLINE.2.DO NOT SCALE DRAWINGS.3.REVIEW ALL STRUCTURAL DRAWINGS FOR FOUNDATIONAND FRAMING DETAILS.4.ALL DOORS AND WINDOWS NOT DIMENSIONED ARE EITHERCENTERED IN THE SPACE OR 4" FROM THE WALL5.CUTTING, NOTCHING AND BORING OF STUDS OR FLOORJOISTS SHALL BE IN ACCORDANCE WITH STRUCTURALDRAWINGS AND ALL BUILDING AND FIRE CODES2009 IRC CODE REQUIREMENTS1.TABLE R302.6 - DWELLING-GARAGE SEPARATION TO HAVE AMINIMUM OF 5/8" TYPE X GYPSUM BOARD2.SECTION R303.1 - HABITABLE ROOMS GLAZING TO BE NOTLESS THAT 8% OF FLOOR AREA.3.SECTION R310.1 - EMERGENCY ESCAPE AND RESCUEOPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN44"4.SECTION R310.1.1 - EMERGENCY ESCAPE AND RESCUEOPENINGS SHALL HAVE A NET CLEAR OPENING OF NOTLESS THAN 5.7 SQ. FT.5.SECTION R310.1.2 - THE MINIMUM NET CLEAR OPENINGHEIGHT SHALL BE 24"6.SECTION R310.1.3 - THE MINIMUM NET CLEAR OPENINGWIDTH SHALL BE 20"7.SECTION R310.2 - THE HORIZONTAL AREA OF THE WINDOWWELL SHALL NE NOT LESS THAN 9 SQ. FT. WITH AHORIZONTAL PROJECTION AND WITH OF NOT LESS THAN36".8.SECTION R310.2.1 - WINDOW WELLS WITH A VERTICALDEPTH GREATER THAN 44" SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER .5040 SL4040 SL4040 SL4040 SL 4040 SL31UP235 323232324FUTURE BATHFUTURE BATHUNIFINSHEDUNIFINSHED32SLOPE1/8" PER 12"SLOPE1/8" PER 12"DateRevisionNo:Sheet:Date:Scale:Drawn:Dwg. Name:Job #:Sheet Title:These drawings are the property of Mark SandbergArchitect and may not be reproduced or used for anypurpose without the Architects written consent.Seal:1882 Woodhaven DriveHenderson, Nevada 89074Phone 702.205.4627www.msarchitecture.comConstruction managementDesign PlanningMARK SANDBERGA PROJECT FOR:COUNTRY WEST CONST.150 STATE STREET,CLEARFIELD, UTAH 84015WILDFIRE ESTATESLOT #108WEST POINT, UTAHBRIDLEWOOD2 PLANTOA
TEUHATCEENSERCHI
T No. 12155/5/2020MARK S.SANDBERGS
FDILACT20-012BRIDLEWOOD2MSS5/5/201/4"=1'-0"BASEMENTFLOOR PLANA1.0SLOPE
1/8" PER 12"
K-716VILLAGERBATHCAST IRON
19'-8"21'-4 1/2"1'-6"1'-6"9'-6"
52'-0"1'-6"3'-10"3'-4"2'-10"2'-11 1/2"6'-11"3'-4"3'-4"13'-3 1/2"2'-10"3'-4"2'-10"10'-10 1/2"4'-3 1/2"11'-6"29'-10 1/2"8'-11 1/2"15'-2"65'-6"15'-0"15'-0"22'-0"30'-0"52'-0"6'-6"6'-6"6'-3"4'-9"1'-6"7'-0"13'-0"12'-6"7'-0"21'-0"12'-0"6'-6"8'-0"6'-6"1'-6"9'-0"1'-6"1'-6"2'-0"18'-1"1'-11"8'-4"2'-4 1/2"1'-10"3'-8"9'-1 1/2"7'-0"2'-5"3'-7"6'-5"5'-3 1/2"3'-5 1/2"12'-0"12'-11 1/2"3'-9"9'-5 1/2"6'-2"11"5'-1"15'-2"12'-0"10'-5"2'-8"3'-2"7 1/2"3'-8 1/2"1'-3 1/2"3'-5"7'-8 1/2"6'-0"2'-0"1'-6"
1'-11 1/2"9'-5"3'-0"3'-4 1/2"2'-1 1/2"2'-6"3'-0"2'-4 1/2"14'-9"
16'-3"3'-8 1/2"3'-2"2'-4 1/2"13'-6"AA3.11A3.22A3.2C:\Users\Owner\Dropbox\Projects\2020 Projects\20-012 Bridlewood Plan 2\20-012 BRIDLEWOOD2 A1.1 MAIN FLOOR.dwg5/2/2020 5:47:08 PMMAIN FLOOR PLANSCALE = 1/4" = 1'-0"FLOOR PLAN KEY NOTES1.WASHER W/ BUILT-IN WASHER HOOK-UP2.DRYER W/ EXHAUST VENT3.LAUNDRY SINK4.WATER HEATER5.PROVIDE OPTIONAL WATER SOFTENER & R.O. SYSTEM6.KITCHEN SINK W/DISPOSAL7.BASE KITCHEN CABINET8.UPPER KITCHEN CABINET9.DISHWASHER10.OVEN11.MICROWAVE ABOVE12.REFRIGERATOR13.DESK W/ WALL MOUNTED CABINETS14.ISLAND CABINETS15.PROVIDE (5) 16" DEEP PANTRY SHELVES16.OPTIONAL FIREPLACE17.SINGLE SHELF AND CLOSET ROD18.DOUBLE SHELF AND CLOSET RODS19.LOW GYP. BD. WALL20.16" HIGH SHOWER SEAT21.MEDICINE CABINET22.TEMPERED GLASS SHOWER DOOR & SURROUND23.HVAC UNIT24.36"X36" CONCRETE CONDENSER PAD25.6" CONCRETE STEPS26.HANDRAIL - SEE DETAIL 3/A5.127.GUARDRAIL - SEE DETAIL 2/A5.128.22"X30" ATTIC ACCESS29.MUDROOM SEAT W/ STORAGE30.MUDROOM LOCKERS ABOVE31.EXTEND FLUE TO CEILING32.PROVIDE WINDOW WELL PER IRC AS REQUIRED33.VANITY CABINET W/ MIRROR ABOVE34.GARDEN TUB35.18" SHELF36.PROVIDE (5) 14" DEEP LINEN SHELVES37.DROPPED CEILING38.ARCHWAY39.HVAC CONDENSER AND PAD40.CONCRETE STEPS - SEE STRUCTURALGRAPHIC LEGEND2 x 4 WALL2 x 6 WALL8" CONCRETE WALLGENERAL NOTES1.DIMENSIONS ARE FROM FACE OF STUD. WHERE WALL ISMARKED WITH A CENTERLINE, DIMENSIONS ARE FROMCENTERLINE.2.DO NOT SCALE DRAWINGS.3.REVIEW ALL STRUCTURAL DRAWINGS FOR FOUNDATIONAND FRAMING DETAILS.4.ALL DOORS AND WINDOWS NOT DIMENSIONED ARE EITHERCENTERED IN THE SPACE OR 4" FROM THE WALL5.CUTTING, NOTCHING AND BORING OF STUDS OR FLOORJOISTS SHALL BE IN ACCORDANCE WITH STRUCTURALDRAWINGS AND ALL BUILDING AND FIRE CODES2009 IRC CODE REQUIREMENTS1.TABLE R302.6 - DWELLING-GARAGE SEPARATION TO HAVE AMINIMUM OF 5/8" TYPE X GYPSUM BOARD2.SECTION R303.1 - HABITABLE ROOMS GLAZING TO BE NOTLESS THAT 8% OF FLOOR AREA.3.SECTION R310.1 - EMERGENCY ESCAPE AND RESCUEOPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN44"4.SECTION R310.1.1 - EMERGENCY ESCAPE AND RESCUEOPENINGS SHALL HAVE A NET CLEAR OPENING OF NOTLESS THAN 5.7 SQ. FT.5.SECTION R310.1.2 - THE MINIMUM NET CLEAR OPENINGHEIGHT SHALL BE 24"6.SECTION R310.1.3 - THE MINIMUM NET CLEAR OPENINGWIDTH SHALL BE 20"7.SECTION R310.2 - THE HORIZONTAL AREA OF THE WINDOWWELL SHALL NE NOT LESS THAN 9 SQ. FT. WITH AHORIZONTAL PROJECTION AND WITH OF NOT LESS THAN36".8.SECTION R310.2.1 - WINDOW WELLS WITH A VERTICALDEPTH GREATER THAN 44" SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER .3068178171430684050 SL4050 SL40X50 SL30X50 SL18X8 OVERHEAD9X8 OVERHEADDN11DBL. 266824682040 FXD. ABOVE(SEE ELEVATION)30X50 SL30682668266826684050 FXD4050 FXD4050 FXD4050 FXD4050 FXDDBL. 2668DBL. 26682030 SL24682468291210987331717206828172868782122331524682616683628684050 FXD1821306DWELLING-GARAGE SEPARATIONTO HAVE A MINIMUM OF 5/8" TYPE"X" GYPSUM BOARD. TAPE & FINISHDateRevisionNo:Sheet:Date:Scale:Drawn:Dwg. Name:Job #:Sheet Title:These drawings are the property of Mark SandbergArchitect and may not be reproduced or used for anypurpose without the Architects written consent.Seal:1882 Woodhaven DriveHenderson, Nevada 89074Phone 702.205.4627www.msarchitecture.comConstruction managementDesign PlanningMARK SANDBERGA PROJECT FOR:COUNTRY WEST CONST.150 STATE STREET,CLEARFIELD, UTAH 84015WILDFIRE ESTATESLOT #108WEST POINT, UTAHBRIDLEWOOD2 PLANTOA
TEUHATCEENSERCHI
T No. 12155/5/2020MARK S.SANDBERGS
FDILACT20-012BRIDLEWOOD2MSS5/5/201/4"=1'-0"MAIN FLOOR PLANA1.13 CAR GARAGEBEDROOM 2BEDROOM 3KITCHENDINNINGGREAT ROOMMSTR. BEDROOMMSTR. BATHLAUNDRYBATHENTRY3940404040
AA3.11A3.22A3.2C:\Users\Owner\Dropbox\Projects\2020 Projects\20-012 Bridlewood Plan 2\20-012 BRIDLEWOOD2 A1.3 ROOF PLAN.dwg5/1/2020 3:58:56 PMROOF PLANSCALE = 1/4" = 1'-0"DateRevisionNo:Sheet:Date:Scale:Drawn:Dwg. Name:Job #:Sheet Title:These drawings are the property of Mark SandbergArchitect and may not be reproduced or used for anypurpose without the Architects written consent.Seal:1882 Woodhaven DriveHenderson, Nevada 89074Phone 702.205.4627www.msarchitecture.comConstruction managementDesign PlanningMARK SANDBERGA PROJECT FOR:COUNTRY WEST CONST.150 STATE STREET,CLEARFIELD, UTAH 84015WILDFIRE ESTATESLOT #108WEST POINT, UTAHBRIDLEWOOD2 PLANTOA
TEUHATCEENSERCHI
T No. 12155/5/2020MARK S.SANDBERGS
FDILACT20-012BRIDLEWOOD2MSS5/5/201/4"=1'-0"ROOF PLANA1.3ROOF PLAN KEY NOTES1.ARCHITECTURAL ASPHALT SHINGLE ROOFGRAPHIC LEGENDROOF PITCHROOFING NOTESSLOPE6":12"GENERAL CONTRACTOR SHALL VERIFY THE NETFREE VENTILATION AREA OF THE VENTPRODUCT SELECTED AGAINST THOSE NOTEDON THESE DRAWINGS. THE REQUIREDVENTILATION SHALL BE MAINTAINED.1.PROVIDE INSULATION STOP SUCH THATINSULATION DOES NOT OBSTRUCT FREE AIRMOVEMENT AS REQUIRED BY THE BUILDINGOFFICIAL.2.ALL OVERLAP FRAMED ROOF AREAS SHALLHAVE OPENINGS BETWEEN THE ADJACENTATTICS IN THE ROOF SHEATHING (AS ALLOWEDBY THE STRUCTURAL ENGINEER) TO ALLOW AIRPASSAGE AND ATTIC VENTILATION BETWEENTHE TWO OR ISOLATED ATTIC SPACES SHALL BEVENTED INDEPENDENTLY TO IBCREQUIREMENTS.3.THE NET FREE VENTILATING AREA SHALL BE NOTLESS THAN 1/150 OF THE AREA OF THE SPACEVENTILATED. EXCEPTION: THE OPENING AREAMAY BE 1/300 OF THE AREA OF THE SPACEVENTILATED PROVIDED 50 PERCENT OF THEREQUIRED OPENING AREA IS PROVIDED BYVENTILATORS LOCATED IN THE UPPER PORTIONOF THE SPACE TO BE VENTILATED AT LEAST 3FEET ABOVE EAVE OR CORNICE VENTS WITH THEBALANCE BEING PROVIDED BY EAVE ORCORNICE VENTS.4.PROVIDE G.I. FLASHING AT ROOF VALLEYCONDITIONS.5.PROVIDE G.I. FLASHING AT ALL ROOF TO WALLINTERSECTIONS.6.PAINT ALL VENTS AND MISC. METALPENETRATIONS AND CAPS TO MATCH ROOF.7.TOTAL PROVIDED = 12.80 S.F.10.60 S.F.REQUIRED3,180 S.F.300=HIGH GABLE VENTS:VENT AREA = 2.83 S.F.(2) PROVIDED = 5.66 S.F.VENT AREA = 0.9 S.F.LOW VENTS:VENT AREA = 0.079/L.F.79 L.F. X 0.079 = 6.24 S.F.CONTINUOUS ALUMINUM SOFFIT VENT0.92 SQ.FT. NET FREE VENTILATIONAREA412 DORMER ROOF VENT0.92 SQ.FT. NET FREE VENTILATIONAREA - SEE DETAIL B3/A5.02ROOFVENTILATION CALCULATIONSSLOPE9":12"RIDGERIDGERIDGE
RIDGE
SLOPE
6":12"
SLOPE
6":12"
SLOPE6":12"SLOPE6":12"SLOPE9":12"GABLE VENT = 2.5S.F. VENTILATION (SEE ELEVATION)GABLE VENT = 2.5S.F. VENTILATION (SEE ELEVATION) ROOFVENTILATIONAREA = 3,180 S.F.SLOPE9":12"SLOPE9":12"RIDGESLOPE9":12"SLOPE9":12"VALLEYV
A
L
L
E
Y
VALLEY
HI
P
VALLEYHIPGABLE VENT = 0.9S.F. VENTILATION (SEE ELEVATION)
C:\Users\Owner\Dropbox\Projects\2020 Projects\20-012 Bridlewood Plan 2\20-012 BRIDLEWOOD2 A2.1 ELEVATIONS.dwg5/5/2020 12:13:32 PMREAR ELEVATIONSCALE = 1/4" = 1'-0"FRONT ELEVATIONSCALE = 1/4" = 1'-0"EL. = 109'-0"PLATE HT.EL. = 100'-0"MAIN FLOORA5.21A5.19A5.211A5.210EL. = 91'-0"MAIN FLOOREL. = 109'-0"PLATE HT.EL. = 100'-0"MAIN FLOOREL. = 91'-0"MAIN FLOOR1013879771112315416317413133731315141414ELEVATION KEY NOTES1.8" HARDIBOARD LAP SIDING2.2 1/2" HARDIBOARD TRIM3.3 1/2" HARDIBOARD TRIM4.5 1/2" HARDIBOARD TRIM5.7 1/4" HARDIBOARD TRIM6.9 1/4" HARDIBOARD TRIM7.11 1/4" HARDIBOARD TRIM8.HARDIBOARD PANEL9.BATTEN & BOARD SIDING - 2 1/2" TRIM AT 12" O.C. OVERHARDIBOARD PANEL10.10" KEY TRIM11.STONE VENEER12.STONE SILL13.ASPHALT SHINGLE ROOF14.6" ALUMINUM FACIA & SOFFIT15.FOUNDATION16.ALUMINUM VENT17.5 1/2" DECORATIVE BEAM18.VINYL SHUTTERS19.VINYL RAILING20.8x8 POST21.8x8 BEAM22.4x4 FRAME23.STANDING SEAM METAL ROOF24.STUCCO SYSTEM25.4" STUCCO TRIM26.6" STUCCO TRIM27.8" STUCCO TRIM28.10" STUCCO TRIM29.12" STUCCO TRIM30.18" PVC BRACKET31.PVC GABLE BRACKET32.OPTIONAL FIREPLACECOLOR LEGENDARCHITECTURAL GRADEASPHALT SHINGLESEE FINISH SCHEDULESHEET A0.00COLOR - SEE FINISH SCHEDULE SHEET A0.0GENERAL NOTES1.TYPICAL WINDOW HEADER HEIGHTS ARE 7'-0" ABOVEFINISH FLOOR.2.EXTEND ALL TRIM COLORS AROUND BUILDING ELEMENT TOINSIDE CORNERS.SPECIFICTIONROOF TILESIDING COLORCOLOR - SEE FINISH SCHEDULE SHEET A0.00TRIM COLORSTONE VENEERSHUTTERS/AWNINGSEXTERIOR DOORSW.I. RAILINGS & TRELLISCOLOR - SEE FINISH SCHEDULE SHEET A0.00COLOR - SEE FINISH SCHEDULESHEET A0.00COLOR - SEE FINISH SCHEDULESHEET A0.00COLOR - SEE FINISH SCHEDULESHEET A0.0042A5.19A5.21A5.17DateRevisionNo:Sheet:Date:Scale:Drawn:Dwg. Name:Job #:Sheet Title:These drawings are the property of Mark SandbergArchitect and may not be reproduced or used for anypurpose without the Architects written consent.Seal:1882 Woodhaven DriveHenderson, Nevada 89074Phone 702.205.4627www.msarchitecture.comConstruction managementDesign PlanningMARK SANDBERGA PROJECT FOR:COUNTRY WEST CONST.150 STATE STREET,CLEARFIELD, UTAH 84015WILDFIRE ESTATESLOT #108WEST POINT, UTAHBRIDLEWOOD2 PLANTOA
TEUHATCEENSERCHI
T No. 12155/5/2020MARK S.SANDBERGS
FDILACT20-012BRIDLEWOOD2MSS4/30/201/4"=1'-0"ELEVATONSA2.2
C:\Users\Owner\Dropbox\Projects\2020 Projects\20-012 Bridlewood Plan 2\20-012 BRIDLEWOOD2 A2.2 ELEVATIONS.dwg5/5/2020 12:14:26 PMREAR ELEVATIONSCALE = 1/4" = 1'-0"FRONT ELEVATIONSCALE = 1/4" = 1'-0"EL. = 109'-0"PLATE HT.EL. = 100'-0"MAIN FLOORA5.21A5.19EL. = 91'-0"MAIN FLOOREL. = 109'-0"PLATE HT.EL. = 100'-0"MAIN FLOOREL. = 91'-0"MAIN FLOOR1073711123151316144313373131514ELEVATION KEY NOTES1.8" HARDIBOARD LAP SIDING2.2 1/2" HARDIBOARD TRIM3.3 1/2" HARDIBOARD TRIM4.5 1/2" HARDIBOARD TRIM5.7 1/4" HARDIBOARD TRIM6.9 1/4" HARDIBOARD TRIM7.11 1/4" HARDIBOARD TRIM8.HARDIBOARD PANEL9.BATTEN & BOARD SIDING - 2 1/2" TRIM AT 12" O.C. OVERHARDIBOARD PANEL10.10" KEY TRIM11.STONE VENEER12.STONE SILL13.ASPHALT SHINGLE ROOF14.6" ALUMINUM FACIA & SOFFIT15.FOUNDATION16.ALUMINUM VENT17.5 1/2" DECORATIVE BEAM18.VINYL SHUTTERS19.VINYL RAILING20.8x8 POST21.8x8 BEAM22.4x4 FRAME23.STANDING SEAM METAL ROOF24.STUCCO SYSTEM25.4" STUCCO TRIM26.6" STUCCO TRIM27.8" STUCCO TRIM28.10" STUCCO TRIM29.12" STUCCO TRIM30.18" PVC BRACKET31.PVC GABLE BRACKET32.OPTIONAL FIREPLACECOLOR LEGENDARCHITECTURAL GRADEASPHALT SHINGLESEE FINISH SCHEDULESHEET A0.00COLOR - SEE FINISH SCHEDULE SHEET A0.0GENERAL NOTES1.TYPICAL WINDOW HEADER HEIGHTS ARE 7'-0" ABOVEFINISH FLOOR.2.EXTEND ALL TRIM COLORS AROUND BUILDING ELEMENT TOINSIDE CORNERS.SPECIFICTIONROOF TILESIDING COLORCOLOR - SEE FINISH SCHEDULE SHEET A0.00TRIM COLORSTONE VENEERSHUTTERS/AWNINGSEXTERIOR DOORSW.I. RAILINGS & TRELLISCOLOR - SEE FINISH SCHEDULE SHEET A0.00COLOR - SEE FINISH SCHEDULESHEET A0.00COLOR - SEE FINISH SCHEDULESHEET A0.00COLOR - SEE FINISH SCHEDULESHEET A0.00A5.19A5.21A5.171112A5.1716144DateRevisionNo:Sheet:Date:Scale:Drawn:Dwg. Name:Job #:Sheet Title:These drawings are the property of Mark SandbergArchitect and may not be reproduced or used for anypurpose without the Architects written consent.Seal:1882 Woodhaven DriveHenderson, Nevada 89074Phone 702.205.4627www.msarchitecture.comConstruction managementDesign PlanningMARK SANDBERGA PROJECT FOR:COUNTRY WEST CONST.150 STATE STREET,CLEARFIELD, UTAH 84015WILDFIRE ESTATESLOT #108WEST POINT, UTAHBRIDLEWOOD2 PLANTOA
TEUHATCEENSERCHI
T No. 12155/5/2020MARK S.SANDBERGS
FDILACT20-012BRIDLEWOOD2MSS4/30/201/4"=1'-0"ELEVATIONSA2.2
C:\Users\Owner\Dropbox\Projects\2020 Projects\20-012 Bridlewood Plan 2\20-012 BRIDLEWOOD2 A3.1 BUILDING SECTONS.dwg5/1/2020 3:22:59 PM BUILDING SECTION ASCALE = 1/4" = 1'-0"EL. = 100'-0"MAIN FLOOREL. = 109'-0"PLATE HT.EL. = 91'-0"BASEMENT FL.SECTION KEY NOTES1.CONCRETE FOOTING - REFER TO STRUCTURAL DRAWINGS2.CONCRETE SLAB - REFER TO STRUCTURAL DRAWINGS3.CONCRETE FOUNDATION - REFER TO STRUCTURALDRAWINGS4.FINISH GRADE MIN. 6" BELOW TOP OF FOUNDATION -MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING5.WOOD FLOOR JOIST - REFER TO STRUCTURAL DRAWINGS6.PRE-ENGINEERED ROOF TRUSS - REFER TO STRUCTURALDRAWINGS7.2X6 FRAMING @ 16" O.C.8.2X4 FRAMING @ 16" O.C.9.R-19 BATT INSULATION10.R-38 BATT INSULATION11.ALUMINUM SOFFIT & FACIA12.ARCHITECTURAL GRADE ASPHALT SHINGLES OVER (2)LAYERS ROOFING FELT13.2X OVERFRAMING - REFER TO STRUCTURAL DRAWINGS14.CONCRETE STEPS - MAX. 7 3/4" RISERS & MIN. 10" TREADSGENERAL NOTES1.TYPICAL WINDOW HEADER HEIGHTS ARE 7'-0" ABOVEFINISH FLOOR.2.MAINTAIN A MIN. 7'-0" CEILING IN ALL ROOMS.3.SEE IECC CODE ANALYSIS SHEET A0.0 FOR INSULATIONAND FENESTRATION REQUIREMENTSGARAGEUNFINISHEDBASEMENTMAIN FLOOR10635479271461879DateRevisionNo:Sheet:Date:Scale:Drawn:Dwg. Name:Job #:Sheet Title:These drawings are the property of Mark SandbergArchitect and may not be reproduced or used for anypurpose without the Architects written consent.Seal:1882 Woodhaven DriveHenderson, Nevada 89074Phone 702.205.4627www.msarchitecture.comConstruction managementDesign PlanningMARK SANDBERGA PROJECT FOR:COUNTRY WEST CONST.150 STATE STREET,CLEARFIELD, UTAH 84015WILDFIRE ESTATESLOT #108WEST POINT, UTAHBRIDLEWOOD2 PLANTOA
TEUHATCEENSERCHI
T No. 12155/5/2020MARK S.SANDBERGS
FDILACT20-012BRIDLEWOOD2MSS4/30/201/4"=1'-0"BUILDING SECTIONSA3.1
C:\Users\Owner\Dropbox\Projects\2020 Projects\20-012 Bridlewood Plan 2\20-012 BRIDLEWOOD2 A3.2 WALL & STAIR SECTIONS.dwg5/1/2020 3:23:41 PMWALL SECTION 1SCALE = 3/4" = 1'-0"STAIR SECTIONSCALE = 3/4" = 1'-0"CONCRETE SLAB ONGRADE - REFER TOSTRUCTURAL DRAWINGSCONCRETE FOOTING -REFER TO STRUCTURALDRAWINGSWINDOW FRAME ANDGLAZING AS SCHEDULEDFINISH GRADE MIN. 6"BELOW TOP OF FOUND. -MAINTAIN POSITIVE SLOPEAWAY FROM BUILDING5/8" GYPSUM BOARD OVER2X6 WOOD FRAMINGR-19 BATT INSULATION6'-0"CONTINUOUS VAPOR BARRIERHARDIBOARD SIDING OVER#15 ASPHALT FELT.PROVIDE SHEATHING PERSTRUCTURALA5.29TYPA5.21126WOOD ROOF TRUSS - REFER TOSTRUCTURAL DRAWINGS2'-0"ARCHITECTURAL GRADEASPHALT SHINGLES OVER (2)LAYERS ROOFING FELT OVEREXTERIOR SHEATHINGR-38 BATT INSULATION5/8" TYPE 'X' GYPSUM BOARD2'-0"A5.27TYPALUMINUM SOFFIT & FACIA.PROVIDE SOFFIT VENTS PERROOF PLANCONCRETE FOUNDATION -REFER TO STRUCTURALWALL SECTION 2SCALE = 3/4" = 1'-0"A5.210'-11 7/8"126CONCRETE SLAB ONGRADE - REFER TOSTRUCTURAL DRAWINGSCONCRETE FOOTING -REFER TO STRUCTURALDRAWINGSANCHOR BOLT - REFER TOSTRUCTURAL DRAWINGSWINDOW FRAME ANDGLAZING AS SCHEDULEDWOOD FLOOR JOIST -REFER TO STRUCTURALDRAWINGSWOOD ROOF TRUSS - REFER TOSTRUCTURAL DRAWINGSFINISH GRADE MIN. 6"BELOW FINISH FLOOR -MAINTAIN POSITIVE SLOPEAWAY FROM BUILDING5/8" GYPSUM BOARD OVER2X6 WOOD FRAMINGR-19 BATT INSULATION2'-0"2'-0"ARCHITECTURAL GRADEASPHALT SHINGLES OVER (2)LAYERS ROOFING FELT OVEREXTERIOR SHEATHINGR-38 BATT INSULATIONCONTINUOUS VAPOR BARRIER5/8" TYPE 'X' GYPSUM BOARDFLOOR FINISH ASSCHEDULED OVER 3/4"T&G SHEATNING - SCREW& GLUE TO JOISTSA5.29TYPHARDIBOARD SIDING OVER#15 ASPHALT FELT.PROVIDE SHEATHING PERSTRUCTURALASPHALT EMULSIONWATERPROOFING5'-0"8'-0"ALUMINUM SOFFIT & FACIA.PROVIDE SOFFIT VENTS PERROOF PLANA5.27(14) EQ. RISERS
@ +7 9/16" EA.A5.14A5.118'-10"3'-0"A5.16A5.12A5.1310'-10"(13) EQ. TREADS@ 10" EA.6'-8" MIN.DateRevisionNo:Sheet:Date:Scale:Drawn:Dwg. Name:Job #:Sheet Title:These drawings are the property of Mark SandbergArchitect and may not be reproduced or used for anypurpose without the Architects written consent.Seal:1882 Woodhaven DriveHenderson, Nevada 89074Phone 702.205.4627www.msarchitecture.comConstruction managementDesign PlanningMARK SANDBERGA PROJECT FOR:COUNTRY WEST CONST.150 STATE STREET,CLEARFIELD, UTAH 84015WILDFIRE ESTATESLOT #108WEST POINT, UTAHBRIDLEWOOD2 PLANTOA
TEUHATCEENSERCHI
T No. 12155/5/2020MARK S.SANDBERGS
FDILACT20-012SECTIONSMSS4/30/203/4"=1'-0"WALL & STAIRSECTIONSA3.2
C:\Users\Owner\Dropbox\Projects\2020 Projects\20-012 Bridlewood Plan 2\20-012 BRIDLEWOOD2 A5.1 DETAILS.dwg5/1/2020 3:24:17 PM
1234567892X FRAMINGGYPSUM BOARDPROVIDE SOLID BLOCKING AT HANDRAIL SUPPORTS IF NOT A STUDSMOOTH, SHAPED HARDWOOD HANDRAIL TO MEET CODE HANDGRIP REQUIREMENTS - FIRMLY SECURED TO WALL FRAMING AT 32"O.C. TO WITHSTAND APPLIED LOADS PER CODE REQUIREMENTS1 1/2" SPACER2" MAX, 1 1/4" MIN CROSS SECTIONAL AREA1 1/2" CLEAR3 1/2" MAX36" TO FINISH SURFACE
AT NOSINGNOTE:1. HANDRAIL HEIGHT, CONTINUITY AND SIZE SHALL BE IN COMPLIANCEWITH CURRENT IRC CODESDETAILSCALE: 1"=1'-0"FRM-DTL-STR-RAILGUARDRAIL DETAILSCALE: 1 1/2"=1'-0"FRM-DTL-STR-RAIL31 1/2" MAX. SQUARE STEEL TUBEHANDRAIL - PAINTED(RADIUS EDGES TO BE MIN. .01")1/2" STEEL VERTICAL BALUSTERAT 3 1/2" Ø - WELD TO TOP ANDBOTTOM RAILS - PAINTED1/2" STEEL BOTTOM RAIL - PAINTED32"FINISH FLOOR4"NOTE!ALL HANDRAILS AND GUARDSSHALL BE DESIGNED TO RESIST ALOAD OF 50 POUNDS PER LINEARFOOT AND A CONCENTRATEDLOAD OF 200 LBS. APPLIED IN ANYDIRECTION AT ANY POINT PERCURRENT IRC CODES.CONTRACTOR SHALL PROVIDESHOP DRAWINGS WITH LOADCALCULATIONS PRIOR TOMANUFACTURING THE WORKGYPSUM BOARD1X SKIRT BOARD1 1/8" PLYWOOD TREADS2X12 STRINGER OVER 2X SPACER2X FRAMING5/8" TYPE 'X' GYPSUM BOARD AT ALL WALLS ANDCEILING OF ENCLOSED USABLE SPACE BELOW STAIR3"DETAILSCALE: 1 1/2"=1'-0"FRM-DTL-SRT-SKIRT3/4"7 3/4"
MAX.10"MIN.2X12 NOTCHED STRINGER (3STRINGERS MINIMUM AT EACH RUN)5/8" PLYWOOD RISERSEXPANSION GAP FILLED WITH CAULKING(TYP)SECURE NOTCHED STRINGER TO SILL PLATEWITH FRAMING ANCHORS. SECURE PLATE TOSLAB WITH 1/4" EXPANSIVE ANCHORS. ALLWOOD IN DIRECT CONTACT WITH CONCRETETO BE PRESSURE TREATED OR PROVIDEIMPERVIOUS MEMBRANE SEPERATIONALLOWED BY CURRENT IRC CODE1 1/8" PLYWOOD TREADSFINISHED SURFACENOTES:1. SEE STRUCTURAL DRAWINGS FOR ALL FRAMING AND ATTACHMENTS.2. RISER HEIGHT AND TREAD DEPTH SHALL BE IN COMPLIANCE WITH CURRENT IRC CODES3. STAIR HEADROOM SHALL BE IN COMPLIANCE WITH CURRENT IRC CODES4. HANDRAILS SHALL BE PROVIDED IN ACCORDANCE TO WITH CURRENT IRC CODES5. WINDER TREADS SHALL HAVE A MIN. TREAD DEPTH OF 11" MEASURED AT A RIGHTANGLE TO THE TREAD'S LEADING EDGE AT A POINT 12" FROM THE SIDE WHERE THETREAD IS NARROWER AND A MIN. TREAD DEPTH OF 10"1/8"DETAILSCALE: 1 1/2"=1'-0"5/8" TYPE 'X' GYPSUM BOARD AT ALL WALLS ANDTWO LAYERS AT CEILINGS AND STRINGERS OFENCLOSED USABLE SPACE UNDER STAIR5/8" PLYWOOD RISERS2X12 NOTCHED STRINGERSEXPANSION GAP FILLED WITH CAULKING(TYP)1 1/8" PLYWOOD TREADSFINISHED SURFACE10"MIN.7 3/4"
MAX.3/4" TYP.1/8"NOTES:1. SEE STRUCTURAL DRAWINGS FOR ALL FRAMING AND ATTACHMENTS.2. RISER HEIGHT AND TREAD DEPTH SHALL BE IN COMPLIANCE WITH CURRENT IRC CODES3. STAIR HEADROOM SHALL BE IN COMPLIANCE WITH THE CURRENT IRC CODES4. HANDRAILS SHALL BE PROVIDED IN ACORDANCE WITH THE CURRENT IRC CODES5. WINDER TREADS SHALL HAVE A MIN. TREAD DEPTH OF 11" MEASURED AT A RIGHT ANGLETO THE TREAD'S LEADING EDGE AT A POINT 12" FROM THE SIDE WHERE THE TREAD ISNARROWER AND A MIN. TREAD DEPTH OF 10"DETAILSCALE: 1 1/2"=1'-0"FRM-DTL-STR-STRING2DETAILSCALE: 1 1/2"=1'-0"FRM-DTL-STR-STRING3MATCH HEIGHT OF BASEBOARD2X12 NOTCHED STRINGEREXPANSION GAP FILLED WITHCAULKING (TYP)5/8" TYPE 'X' GYPSUM BOARD AT ALL WALLS ANDTWO LAYERS AT CEILINGS AND STRINGERS OFENCLOSED USABLE SPACE UNDER STAIRS10"MIN.7 3/4"
MAX.3/4" TYP.2X STUD WALL - WHERE OCCURSBIRDS-MOUTH CUT AT STRINGERWHERE WALL OCCURSNOTES:1. SEE STRUCTURAL DRAWINGS FOR ALL FRAMING AND ATTACHMENTS.2. RISER HEIGHT AND TREAD DEPTH SHALL BE IN COMPLIANCE WITH CURRENT IRC CODES3. STAIR HEADROOM SHALL BE IN COMPLIANCE WITH CURRENT IRC CODES4. HANDRAILS SHALL BE PROVIDED IN ACCORDANCE WITH CURRENT IRC CODES5. WINDER TREADS SHALL HAVE A MIN. TREAD DEPTH OF 11" MEASURED AT A RIGHTANGLE TO THE TREAD'S LEADING EDGE AT A POINT 12" FROM THE SIDE WHERE THETREAD IS NARROWER AND A MIN. TREAD DEPTH OF 10"2X6 HARDIBOARD TRIM2X FRAMINGSEE ELVATIONSTRIM DETAILSCALE: 1 1/2"=1'-0"FIN-DTL-TRIM1CULTURED STONE - SEE MANUFACTURER'SINSTRUCTIONS FOR INSTALLATIONHARDIBOARD SIDINGHARDIBOARD TRIM (SIZES MAYDIFFER; SEE ELEVATIONS)2X FRAMING3 1/2"6 1/2"1"1"TRIM DETAILSCALE: 1 1/2"=1'-0"FIN-DTL-TRIM2HARDIBOARD SIDING1 1/2" X 3 1/2" HARDIBOARD TRIM INSTALLPER MFG. RECOMMENDATIONS2X FRAMING3 1/2"TRIM DETAILSCALE: 1 1/2"=1'-0"FIN-DTL-TRIM4HARDIBOARD SIDING INSTALL PERMFG. RECOMMENDATIONSDateRevisionNo:Sheet:Date:Scale:Drawn:Dwg. Name:Job #:Sheet Title:These drawings are the property of Mark SandbergArchitect and may not be reproduced or used for anypurpose without the Architects written consent.Seal:1882 Woodhaven DriveHenderson, Nevada 89074Phone 702.205.4627www.msarchitecture.comConstruction managementDesign PlanningMARK SANDBERGA PROJECT FOR:COUNTRY WEST CONST.150 STATE STREET,CLEARFIELD, UTAH 84015WILDFIRE ESTATESLOT #108WEST POINT, UTAHBRIDLEWOOD2 PLANTOA
TEUHATCEENSERCHI
T No. 12155/5/2020MARK S.SANDBERGS
FDILACT20-012DETAILSMSS4/30/20VARIESARCHITECTURALDETAILSA5.1
C:\Users\Owner\Dropbox\Projects\2020 Projects\20-012 Bridlewood Plan 2\20-012 BRIDLEWOOD2 A5.2 DETAILS.dwg5/1/2020 3:25:01 PM
HARDIBOARD SIDINGOVER BUILDING PAPERCORROSIONRESISTANTMETAL EDGEFLASHING W/DRIPROOF SHEATHING PERSTRUCTURAL12" STARTER FELT OVERROOF SHEATHINGARCHITECTURAL GRADEASPHALT SHINGLES OVERROOFING FELTNOTE:SECURE ROOF SHINGLESPER MANUF. INSTR. TYP.ALL DETAILSEAVE DETAILSCALE: 1 1/2"=1'-0"RF-DTL-EAVE510" HEEL HIGHT1'-6"ALUMINUM SOFFIT &FACIA. PROVIDESOFFIT VENTILATIONPER ROOF PLANHARDIBOARD SIDING OVERBUILDING PAPERGABLE END TRUSS OR BALLOONWALL (VERIFY W/ STRUC.)ALUMINUM SOFFIT & FACIA.PROVIDE SOFFIT VENTS PERROOF PLANCORROSION RESISTANTMETAL EDGE FLASHING W/DRIP. EXTEND FELT OVEREDGE MIN. 1"ARCHITECTURAL GRADE ASPHALTSHINGLES OVER (2) LAYERS ROOFINGFELT OVER EXTERIOR ROOF SHEATHINGRAKE DETAILSCALE: 1 1/2"=1'-0"RF-DTL-RAKE41'-6"1'-0" MIN.1'-4" MIN.1'-0" MIN.2'-0" MIN.ASPHALT SHINGLESROOF SHEATHINGHATCHING REPRESENTS 1LAYER ELASTOMERICMEMBRANE OVERBUILDING PAPER AT WALLCONTINUOUS BEHINDFACIAWALL PROTECTIONSCALE: 1 1/2"=1'-0"RF-DTL-TERMINATION3"MIN.NOTE:SECURE VALLEY FLASHING WITH CLIPS.NO PENETRATIONS INTO VALLEYFLASHING24" WIDE, PRE-PAINTED CORROSIONRESISTANT METAL VALLEY FLASHING WITHMINIMUM 1" 'V' CRIP, BLIND NAIL EACH SECTIONOF VALLEY ALONG UPPER END STAGGERNAILING 3"ROOFING FELT OVER VALLEYSTRIP FELT4" M
IN
.MINIMUM 36" WIDE LAYER OF ASPHALT-SATURATED UNDERLAYMENT CENTERED IN VALLEY, NAILS SHALL BE HELD BACK A MINIMUM OF 14" FROM THE VALLEYWHEN UNDERLAYMENT MUST BE LAPPED, THE TOP SHEET SHALL OVERLAP THE BOTTOM SHEET BY A MIN. OF 12". BLINDNAIL ACROSS THE TOP PORTION OF DOWN SLOPE SHEET & ADHERE THE LAP WITH A VERTICAL-GRADE ASPHALT ROOFCEMENTVALLEY FLASHINGSCALE: 1 1/2"=1'-0"RF-DTL-VLLY_FLSHASPHALT SHINGLESHARDIBOARD SIDING OVERBUILDING PAPER OVER FLASHING2X6 OR SOLID BLOCKINGCORROSION RESISTANT METALZ-BAR FLASHING OVER PANFLASHINGCONTINUOUS 1X CURBASPHALT SHINGLES OVER ROOFINGFELT OVER ROOF SHEATHINGCORROSION RESISTNATMETAL "L" BASE FLASHING3" MIN
LAP
2" MIN
LAP SLROOF FLASHINGSCALE: 3"=1'-0"RF-DTL-FLASH21'-11"OPENING2'-10 1/2"PRIMARY VENT (SCREENED)DORMER VENT AT ROOF TOP WITHOPENING IN ROOF SHEATHING90# FELT OVER ROOF SHEATHINGROOF SHINGLES OVER 90# FELTAPPLY MASTIC TO ALL PRIMARYVENT FLANGES - TOP, BOTTOM ANDSIDESVENT DETAILSCALE: 1 1/2"=1'-0"RF-DTL-VENTAIR FLOW234567INSTALL MOISTOP FLASHING ATSILL (MINIMUM 9" WIDE)INSTALL MOISTOP FLASHING ATBOTH JAMBS LAPPING OVER SILLFLASHING (MINIMM 9" WIDE)APPLY SEALANT TO BACK SIDE OFWINDOW NAILING FINISH AT HEAD,JAMBS AND SILLINSTALL WINDOW WITH NAILINGFINS OVER JAMBS AND SILLFLASHINGAPPLY SEALANT TO FRONT FACEOF THE WINDOW HEAD NAILINGFIN.INSTALL HEAD MOISTOP FLASHING(MINIMUM 9" WIDE) LAPPING OVERJAMB FLASHING AND NAILING FIN.(NAILING FINS ARE NOW FULLYSEALED TO MOISTOP FLASHING)23455367WINDOW FLASHINGSCALE: 1"=1'-0"WDW-DTL-FLASH2" MIN. LAPEACH CORNER2"2X FRAMING2X12 HARDIBOARD TRIM ( SEE ELEVATION FOR SIZE)SEAL FLASHING MATERIAL TO NAILING FINBUILDING PAPER OVER FLASHING MATERIAL OVERNAILING FINPROVIDE SEALANT PER ENERGY REQUIREMENTSGYPSUM BOARDWINDOW HEADSCALE: 3"=1'-0"WDW-DTL-HEAD2HARDIBOARD SIDING 2 1/2" X 3/4" HARDIBOARD TRIM2X FRAMING2X HARDIBOARD TRIM - (SEEELEVATION FOR SIZE)SEAL NAILING FIN OVER THEFLASHING MATERIALBUILDING PAPER OVER NAILING FIN OVER FLASHING MATERIALPROVIDE SEALANT PER ENERGYREQUIREMENTSGYPSUM BOARDPROVIDE SOLID BLOCKING THE FULLWIDTH OF FLASHING LAPWINDOW JAMBSCALE: 3"=1'-0"WDW-DTL-JAMBHARDIBOARD SIDINGNAILING FIN OVER FLASHING MATERIAL OVERBUILDING PAPER2 1/2" HARDIBOARD TRIM7 1/4" X 1 1/2" HARDIBOARD TRIM(SEE ELEVATIONS FOR SIZE)PROVIDE SOLID BLOCKING THE FULLWIDTH OF THE FLASHING LAP2X FRAMINGWINDOW SILLSCALE: 3"=1'-0"WDW-DTL-SILLHARDIBOARD SIDING OVERSHEATHING - SEE STRUCTURALPROVIDE SEALANT PER ENERGY REQIREMENTS12345678910112X FRAMING2X6 HARDIBOARD TRIM ( SEE ELEVATION FOR SIZE)SEAL FLASHING MATERIAL TO NAILING FINBUILDING PAPER OVER FLASHING MATERIAL OVERNAILING FINPROVIDE SEALANT PER ENERGY REQUIREMENTSGYPSUM BOARDWINDOW HEADSCALE: 3"=1'-0"WDW-DTL-HEAD2HARDIBOARD SIDINGDateRevisionNo:Sheet:Date:Scale:Drawn:Dwg. Name:Job #:Sheet Title:These drawings are the property of Mark SandbergArchitect and may not be reproduced or used for anypurpose without the Architects written consent.Seal:1882 Woodhaven DriveHenderson, Nevada 89074Phone 702.205.4627www.msarchitecture.comConstruction managementDesign PlanningMARK SANDBERGA PROJECT FOR:COUNTRY WEST CONST.150 STATE STREET,CLEARFIELD, UTAH 84015WILDFIRE ESTATESLOT #108WEST POINT, UTAHBRIDLEWOOD2 PLANTOA
TEUHATCEENSERCHI
T No. 12155/5/2020MARK S.SANDBERGS
FDILACT20-012DETAILSMSS4/30/20VARIESARCHITECTURALDETAILSA5.2
K-716VILLAGERBATHCAST IRON
K-716VILLAGERBATHCAST IRONC:\Users\Owner\Dropbox\Projects\2020 Projects\20-012 Bridlewood Plan 2\20-012 BRIDLEWOOD2 E1.0 BASEMENT.dwg5/2/2020 6:02:48 PMBASEMENT FLOOR ELECTRICAL PLANSCALE = 1/4" = 1'-0"UP2FUTURE BATHFUTURE BATHUNIFINSHEDUNIFINSHEDDateRevisionNo:Sheet:Date:Scale:Drawn:Dwg. Name:Job #:Sheet Title:These drawings are the property of Mark SandbergArchitect and may not be reproduced or used for anypurpose without the Architects written consent.Seal:1882 Woodhaven DriveHenderson, Nevada 89074Phone 702.205.4627www.msarchitecture.comConstruction managementDesign PlanningMARK SANDBERGA PROJECT FOR:COUNTRY WEST CONST.150 STATE STREET,CLEARFIELD, UTAH 84015WILDFIRE ESTATESLOT #108WEST POINT, UTAHBRIDLEWOOD2 PLANTOA
TEUHATCEENSERCHI
T No. 12155/5/2020MARK S.SANDBERGS
FDILACT20-012BRIDLEWOOD2MSS5/5/201/4"=1'-0"BASEMENT FLOORELECTRICAL PLANE1.0ELECTRICAL PLAN KEY NOTES1.PROVIDE PROPER SUPPORT & BOX FOR COMBO CEILINGFAN & LIGHT2.PROVIDE CONNECTION & DISCONNECT TO FAU3.BUZZER AND PUSHBUTTON4.FOR OPTIONAL FIRE PLACE5.PROVIDE CEILING MOUNTED OUTLET FOR GARAGE DOOROPENER6.HVAC CONDENSERGRAPHIC LEGENDGENERAL NOTES1.ALL LIGHT FIXTURES TO BE SPECIFIED BY OWNER,FURNISHED AND INSTALLED BY CONTRACTOR UNLESSNOTED OTHERWISE.2.ALL ATTIC ACCESSES SHALL BE PROVIDED WITH A SWITCH,LIGHT AND 120V GFI OUTLET AT OR NEAR THE FORCED AIRUNIT. LOCATE SWITCH NEAR ATTIC ACCESS PANEL.3.SWITCHES SHALL BE MOUNTED AT A MAXIMUM OF 48" ONCENTER ABOVE FINISHED FLOOR . GENERAL RECEPTACLES,TV AND TELE/COMPUTER OUTLETS SHALL BE MOUNTED AT AMINIMUM OF 18" ON CENTER ABOVE FINISHED FLOOR.INSTALL RECEPTACLE IN KITCHEN AND BATHROOMS 4" ONCENTER ABOVE COUNTER SPLASHBOARD HORIZONTALLYUNLESS NOTED OTHERWISE.4.ALL ELECTRICAL DEVICES EXPOSED TO WEATHER SHALL BEWEATHERPROOF.5.ALL FIXTURES, OUTLETS, EQUIPMENT AND APPLIANCES ARETO BE CONNECTED TO RESPECTIVE UNIT PANEL UNLESSNOTED OTHERWISE.6.MAXIMUM HEIGHT OF PANEL BREAKER TO BE AT A MAX OF48" AFF7.COORDINATE INSTALLATION OF HVAC CONTROLS WITHMECHANICAL. VERIFY ALL REQUIREMENTS WITH EQUIPMENTSUPPLIED.8.ALL CEILING LIGHT/FAN FIXTURES TO BE CENTERED IN ROOMUNLESS OTHERWISE NOTED.9.AT LEASE ONE RECEPTACLE OUTLET SHALL BE INSTALLEDAT EACH ISLAND COUNTER TOP.10.ALL FIXTURES INSTALLED IN DAMP LOCATIONS SHALL BEMARKED, SUITABLE FOR WET LOCATIONS OR SUITABLE FORDAMP LOCATIONSPENDANT FIXTUREVANITY FIXTURESCONCERECESSED DOWNLIGHT FIXTUREFLUORESCENT FIXTURE CEILING SURFACE MOUNTED FIXTUREWALL MOUNTED FIXTURESPOT OR FLOOD LIGHTSINGLE POLE SWITCH @ +48" UNLESS NOTED3-WAY SWITCH @ +48" UNLESS NOTED4-WAY SWITCH @ +48" UNLESS NOTED1/2 SWITCHED RECEPTACLE @ +18" UNLESS NOTEDDOUBLE DUPLEX RECEPTACLE @ +18" UNLESS NOTEDDUPLEX RECEPTACLE @ +18" UNLESS NOTEDDIMMER SWITCH - SIZE AS REQUIRED @ +48" UNLESS NOTEDGFI DOUBLE DUPLEX RECEPTACLE @ +18" UNLESS NOTEGFI DUPLEX RECEPTACLE DUPLEX RECEPTACLE - CEILING MOUNTEDFLUSH FLOOR (OR PEDESTAL) DUPLEX RECEPTACLEJUNCTION BOXPANELBOARDMOTOR OUTLETDISCONNECT SWITCHTELEVISION ANTENNA OUTLET @ +18" UNLESS NOTEDSMOKE DETECTORTELEPHONE OUTLET@ +18" UNLESS NOTEDDATA OUTLET @ +18" UNLESS NOTEDCOMBO TELEPHONE/DATA OUTLET @ +18" UNOTRACK LIGHT - NUMBER OF HEADS AS SHOWNTHERMOSTAT (BY MECHANICAL)CEILING FAN AND LIGHTCHIMEGFI DUPLEX RECEPTACLE - CEILING MOUNTED COVE LIGHTINGUNDECABINET LIGHTINGRECESSED FIXTURESWALL MOUNTED STAIRWELL FIXTURESTVJTSDCARBON MONOXIDE DETECTORCMDSDTCMD
K-716VILLAGERBATHCAST IRON
C:\Users\Owner\Dropbox\Projects\2020 Projects\20-012 Bridlewood Plan 2\20-012 BRIDLEWOOD2 E1.1 MAIN FLOOR.dwg5/2/2020 5:57:18 PMMAIN FLOOR ELECTRICAL PLANSCALE = 1/4" = 1'-0"DateRevisionNo:Sheet:Date:Scale:Drawn:Dwg. Name:Job #:Sheet Title:These drawings are the property of Mark SandbergArchitect and may not be reproduced or used for anypurpose without the Architects written consent.Seal:1882 Woodhaven DriveHenderson, Nevada 89074Phone 702.205.4627www.msarchitecture.comConstruction managementDesign PlanningMARK SANDBERGA PROJECT FOR:COUNTRY WEST CONST.150 STATE STREET,CLEARFIELD, UTAH 84015WILDFIRE ESTATESLOT #108WEST POINT, UTAHBRIDLEWOOD2 PLANTOA
TEUHATCEENSERCHI
T No. 12155/5/2020MARK S.SANDBERGS
FDILACT20-012BRIDLEWOOD2MSS5/5/201/4"=1'-0"MAIN FLOORELECTRICAL PLANE1.1ELECTRICAL PLAN KEY NOTES1.PROVIDE PROPER SUPPORT & BOX FOR COMBO CEILINGFAN & LIGHT2.PROVIDE CONNECTION & DISCONNECT TO FAU3.BUZZER AND PUSHBUTTON4.FOR OPTIONAL FIRE PLACE5.PROVIDE CEILING MOUNTED OUTLET FOR GARAGE DOOROPENER6.HVAC CONDENSERGRAPHIC LEGENDGENERAL NOTES1.ALL LIGHT FIXTURES TO BE SPECIFIED BY OWNER,FURNISHED AND INSTALLED BY CONTRACTOR UNLESSNOTED OTHERWISE.2.ALL ATTIC ACCESSES SHALL BE PROVIDED WITH A SWITCH,LIGHT AND 120V GFI OUTLET AT OR NEAR THE FORCED AIRUNIT. LOCATE SWITCH NEAR ATTIC ACCESS PANEL.3.SWITCHES SHALL BE MOUNTED AT A MAXIMUM OF 48" ONCENTER ABOVE FINISHED FLOOR . GENERAL RECEPTACLES,TV AND TELE/COMPUTER OUTLETS SHALL BE MOUNTED AT AMINIMUM OF 18" ON CENTER ABOVE FINISHED FLOOR.INSTALL RECEPTACLE IN KITCHEN AND BATHROOMS 4" ONCENTER ABOVE COUNTER SPLASHBOARD HORIZONTALLYUNLESS NOTED OTHERWISE.4.ALL ELECTRICAL DEVICES EXPOSED TO WEATHER SHALL BEWEATHERPROOF.5.ALL FIXTURES, OUTLETS, EQUIPMENT AND APPLIANCES ARETO BE CONNECTED TO RESPECTIVE UNIT PANEL UNLESSNOTED OTHERWISE.6.MAXIMUM HEIGHT OF PANEL BREAKER TO BE AT A MAX OF48" AFF7.COORDINATE INSTALLATION OF HVAC CONTROLS WITHMECHANICAL. VERIFY ALL REQUIREMENTS WITH EQUIPMENTSUPPLIED.8.ALL CEILING LIGHT/FAN FIXTURES TO BE CENTERED IN ROOMUNLESS OTHERWISE NOTED.9.AT LEASE ONE RECEPTACLE OUTLET SHALL BE INSTALLEDAT EACH ISLAND COUNTER TOP.10.ALL FIXTURES INSTALLED IN DAMP LOCATIONS SHALL BEMARKED, SUITABLE FOR WET LOCATIONS OR SUITABLE FORDAMP LOCATIONSPENDANT FIXTUREVANITY FIXTURESCONCERECESSED DOWNLIGHT FIXTUREFLUORESCENT FIXTURE CEILING SURFACE MOUNTED FIXTUREWALL MOUNTED FIXTURESPOT OR FLOOD LIGHTSINGLE POLE SWITCH @ +48" UNLESS NOTED3-WAY SWITCH @ +48" UNLESS NOTED4-WAY SWITCH @ +48" UNLESS NOTED1/2 SWITCHED RECEPTACLE @ +18" UNLESS NOTEDDOUBLE DUPLEX RECEPTACLE @ +18" UNLESS NOTEDDUPLEX RECEPTACLE @ +18" UNLESS NOTEDDIMMER SWITCH - SIZE AS REQUIRED @ +48" UNLESS NOTEDGFI DOUBLE DUPLEX RECEPTACLE @ +18" UNLESS NOTEGFI DUPLEX RECEPTACLE DUPLEX RECEPTACLE - CEILING MOUNTEDFLUSH FLOOR (OR PEDESTAL) DUPLEX RECEPTACLEJUNCTION BOXPANELBOARDMOTOR OUTLETDISCONNECT SWITCHTELEVISION ANTENNA OUTLET @ +18" UNLESS NOTEDSMOKE DETECTORTELEPHONE OUTLET@ +18" UNLESS NOTEDDATA OUTLET @ +18" UNLESS NOTEDCOMBO TELEPHONE/DATA OUTLET @ +18" UNOTRACK LIGHT - NUMBER OF HEADS AS SHOWNTHERMOSTAT (BY MECHANICAL)CEILING FAN AND LIGHTCHIMEGFI DUPLEX RECEPTACLE - CEILING MOUNTED COVE LIGHTINGUNDECABINET LIGHTINGRECESSED FIXTURESWALL MOUNTED STAIRWELL FIXTURESTVJTSDCARBON MONOXIDE DETECTORCMD2GD/DWWPRANGEM/W ABOVETVWPWPTVSDSDSDSD113WPWPWPWPWP3 CAR GARAGEBEDROOM 2BEDROOM 3KITCHENDININGGREAT ROOMMSTR. BEDROOMMSTR. BATHLAUNDRYBATHENTRYDRYERT556
S6
3
F-20F-18
F-20P1P1F-20
HD3
HD3
5
S6
TYP
1
S6
TYP
F-18
F-20F-20 P-24
F-20F-20
2
S6
TYP
F-20F-20
F-20
S6
1
TYP
HD3
HD3
HD3
HD3
HD3
HD3
HD2HD26
S6
P-24
F-18
S6
7
F-20
5
S6
TYP
1
S6
TYPP-24FOOTING AND FOUNDATION PLAN
SCALE: 1/8" = 1'-0"
SOIL BEARING PRESSURE
DEAD
SNOW
FLOOR LOADS
ROOF LOADS
1.00
DESIGN CRITERIA
SEISMIC
GOVERNING CODE
1.00
6.5
WIND SPEED BASIC, V
SURFACE ROUGHNESS
RISK CATEGORY II
DECK LOADS
DEAD
LIVE
DEAD
LIVE
10 PSF
60 PSF
DESIGN CATEGORY
IMPORTANCE FACTOR, Ie
RESPONSE COEFFICIENT, Rw
SITE COEFFICIENT, Fa
DESIGN SPECTRAL RESPONSE, S
DESIGN SPECTRAL RESPONSE, S
S
DS
2018 IBC
D
1.03
1.20
.83
105 MPH
C
15 PSF
25 PSF
10 PSF
40 PSF
1500 PSF
S1COUNTRY WESTGoverning Code:
2018 IBC
Date:R. Douglas Jones P.E.S.D.A., Inc. P.C.1705 N. Hill Field Rd.Layton, UT801-776-6510BRIDLEWOOD 4#212 Wild Fire EstatesWest Point, UT 8401504/14/21
P1P2A
S7
B
S7
S7
A
S7
B
18'-812"8'-312"15'-912"15'-7"15'-0"17'-11"FB2 FB1 FB1 FB1 FB1
MAIN FLOOR FRAMING PLAN
SCALE: 1/8" = 1'-0"
S2
2018 IBC
Date:COUNTRY WESTGoverning Code:R. Douglas Jones P.E.S.D.A., Inc. P.C.1705 N. Hill Field Rd.Layton, UT801-776-6510BRIDLEWOOD 4#212 Wild Fire EstatesWest Point, UT 8401504/14/21
GRADE
FLOOR BEAM SCHEDULE
MARK
FB1
BEAM SIZE
DEEPER, WIDER, OR BETTER GRADES OF LUMBER MAY BE
SUBSTITUTED. ACCEPTABLE SUBSTITUTIONS: LSL FOR DOUG FIR,
LVL FOR LSL, PSL FOR LVL. OTHER SUBSTITUTIONS MUST BE
APPROVED BY THE ENGINEER.
DEAD LOAD = 10 PSF LIVE LOAD = 40 PSF
FB2
(3) 2x10 DF#2 or BTR
UNLESS NOTED OTHERWISE ALL
FLOOR FRAMING MEMBERS ARE
11-7/8" TJI/210 @ 16" O.C.
(2) 1-3/4"x9-1/2"1.9E, 2600 Fb, LVL
1
3
44
44
1
1
1
1
3
3
1
1
3
1
1
1
1
1
1
1
1
1
MAIN SHEARWALL PLAN
SCALE: 1/8" = 1'-0"
S3
2018 IBC
Date:COUNTRY WESTGoverning Code:R. Douglas Jones P.E.S.D.A., Inc. P.C.1705 N. Hill Field Rd.Layton, UT801-776-6510BRIDLEWOOD 4#212 Wild Fire EstatesWest Point, UT 8401504/14/21
1
S8
TYP
2
S8
TYP
H
S7
1
S8P1P1RB4
RB2
RB2
RB5
RB4
RB3
RB4
P1P
1
P
1 P11
S8
1
S8P1 P1P
1P1
RB1
RB6
RB2
RB4RB4 RB4
TYP
RB4RB2RB2P1RB2RB4RB2GIRDERGIRDERGIRDER
RB2RB2
GIRDER
S7
E
ROOF FRAMING PLAN
SCALE: 1/8" = 1'-0"
GRADE
ROOF BEAM SCHEDULE
RB3
RB2
MARK
RB1
BEAM SIZE
DEEPER, WIDER, OR BETTER GRADES OF LUMBER MAY BE
SUBSTITUTED. ACCEPTABLE SUBSTITUTIONS: LSL FOR DOUG FIR,
LVL FOR LSL, PSL FOR LVL. OTHER SUBSTITUTIONS MUST BE
APPROVED BY THE ENGINEER.
DEAD LOAD = 15 PSF SNOW LOAD = 25 PSF
S4
2018 IBC
Date:COUNTRY WESTGoverning Code:R. Douglas Jones P.E.S.D.A., Inc. P.C.1705 N. Hill Field Rd.Layton, UT801-776-6510BRIDLEWOOD 4#212 Wild Fire EstatesWest Point, UT 8401504/14/21
RB4
(2) 1-3/4"x9-1/2"1.9E, 2600 Fb, LVLRB5
(2) 1-3/4"x11-7/8"1.9E, 2600 Fb, LVL
(2) 2x10 DF#2 or BTR
(2) 2x10 DF#2 or BTR
(2) 1-3/4"x11-7/8"1.9E, 2600 Fb, LVL
RB6 (3) 1-3/4"x11-7/8"1.9E, 2600 Fb, LVL
FLOOR SHEATHING NOTES
TRUSS NOTES
SHEARWALL NOTES
3
ROOF SHEATHING NOTES
1. SHEATHING SHALL BE 7/16", 24/16, APA RATED
SHEATHING. NAIL W/ 8d's @ 6" O.C. 3/8" FROM EDGE OF
PANEL AT ALL PANEL ENDS, SUPPORTED EDGES, SHEARWALL
TOPS, AND ALL BLOCKING. NAIL @ 12" O.C. ALONG
INTERMEDIATE FRAMING MEMBERS.
2. LAY SHEATHING WITH FACE GRAIN AT RIGHT ANGLES TO
FRAMING WITH STAGGERED END JOINTS.
113* 131*
T-NAIL SPACING
1 1/4"**
3 1/2"
2 1/2"
9 1/2"
5 1/2"
8 1/2"
6 1/2"
6 1/2"
TABLE OF EQUIVALENT FASTENERS
10"12"10"8 1/2"10"
10d @
8d @
* GAUGE
** PENETRATION
4"2"
6"
8"
10"
12"
3 1/2"
4 1/2"
5 12"
6 1/2"
10"
12"
8"
12"
4"
6"
6 1/2"
5 1/2"
8"
2 1/2"
4"
10"
3"2 1/2"
8"
9 1/2"
6 1/2"5 1/2"
8"
7"
4"5"4"
6"
4"
14 1/2"
10"
12"
8"6 1/2"
10"
8"
3 1/2"
5"
12"
8"
5"
12"
SPACING
COMMON NAIL
6d @
STAPLE SPACING
NAILS, STAPLES, & T-NAILS
(VALID FOR LATERAL LOADS ONLY)
4"
8"
6"
3 1/2"
6 1/2"
5"
1"**
16*
1"**
14*
9 1/2"
6"
8"
4"
7"
5"
1"**
15*
7"
8"
4"
12"
3 1/2"
8 1/2"
7"
10"
5"
14 1/2"
12"
10"
10"
4"
6"
1/2"**
7 1/2"
10"
5"
SHEAR WALL SCHEDULE
MARK
(20) 16d SINKERSHD1STHD10
HD2 STHD10RJ
HOLDOWN SCHEDULE
MARK SIMPSON FASTENERS
NAILING
22-10d
FLOOR TIE SCHEDULE
CS16FT1
MARK SIMPSON
STUD FRAMING
2x4's @ 12"O.C.
2x6's @ 12"O.C.
2x6's @ 16"O.C.
2x4's @ 16"O.C.
OPENING TO BE SPECIFIED BY ENGINEER.
WALLS TALLER THAN 16' AND/OR WALLS W/ LARGE
HEIGHT
10' TO 12'
14' TO 16'
12' TO 14'
0' TO 10'
STUD HEIGHTS
GRADE
DF OR HF STUD
DF OR HF STUD
DF OR HF STUD
DF OR HF STUD
No. Size Length Spacing
LENGTHWISE REINFORCING
FOOTING SCHEDULE
2CONT9"F-18 18"
F-24
F-30
F-20 CONT
CONT
CONT
24"
30"
20"
10"
10"
10"
2
3
2
MARK WIDTH LENGTH THICK
fc = 2500 PSI
No. Size Length Spacing
CROSSWISE REINFORCING
CONT 12" O.C.#4
12" O.C.
14" O.C.
18" O.C.
CONT
CONT
CONT
#4
#4
#4
fy = 60000 PSI
No. Size Length Spacing
LENGTHWISE REINFORCINGMARK WIDTH LENGTH THICK
24"
48"
42"
30"
36"
P-30
P-48
P-42
P-36
P-24
12"30"
48"
42"
36"
12"
12"
12"
24"10"
fc = 2500 PSI
18"
42"
36"
24"
30"
No. Size Length Spacing
CROSSWISE REINFORCING
#43
6
5
4
#4
#4
#4
2 #4
3EQ.
EQ.
EQ.
EQ.
6
5
4
EQ.2
PAD SCHEDULE
EQ.
EQ.
EQ.
EQ.
EQ.24"#4
42"
36"
30"
#4
#4
#4
18"#4
fy = 60000 PSI
(20) 16d SINKERS
HD3 STHD14 (24) 16d SINKERS
HD4 STHD14RJ (24) 16d SINKERS
GENERAL FRAMING NOTES
1. THE CONTRACTOR SHALL USE THE GRADES OF LUMBER
SPECIFIED IN THE BEAM SCHEDULES LISTED ON DRAWING.
DEEPER, WIDER, OR BETTER GRADES OF LUMBER MAY BE
SUBSTITUTED, ANY OTHER CHANGES MUST BE APPROVED BY
THE ENGINEEER.
2. (2) 2"x10" DF#2 OR BTR W/FILLER SHALL BE USED FOR ALL
LOAD-BEARING WINDOW AND DOOR HEADERS UNLESS
NOTED OTHERWISE ON DRAWING. TIMBERSTRAND LSL
HEADERS MAY BE SUBSTITUTED FOR THE (2) 2"x10" DF#2 OR
BTR.
3. (2) 1-3/4"x9-1/2" LVLs SHALL BE USED FOR ALL HEADERS
SUPPORTING A GIRDER TRUSS UNLESS NOTED OTHERWISE ON
DRAWING.
4. ALL MULTIPLE BEAMS AND HEADERS SHALL BE NAILED
USING 2 ROWS OF 16d NAILS @ 12" O.C.
5. ALL POINT LOADS SHALL BE SOLID BLOCKED TO THE
FOUNDATION.
6. USE DOUBLE TRIMMERS TO SUPPORT BEAMS AND
HEADERS GREATER THAN 6 FEET UNLESS NOTED OTHERWISE
ON DRAWING.
7. USE SIMPSON OR EQUIVALENT HARDWARE TO CONNECT
BEAMS 6' AND LONGER TO STUDS OR POSTS.
8. THE CONTRACTOR SHALL FOLLOW THE MINIMUM
FASTENING SCHEDULE LISTED IN IBC TABLE 2304.9.1.
9. ANY FASTENER IN CONTACT WITH PRESSURE TREATED
LUMBER SHALL BE GALVANIZED PER IRC 317.3.
10. ALL CONSTRUCTION SHALL BE IN ACCORDANCE TO THE
2018 INTERNATIONAL BUILDING CODE.
6"x6"P4
P2 4"x4"DF#1
DF#1
POST SCHEDULE
POST SIZEMARK GRADE CONNECTORS*
BEAM FOUNDATION
SIMPSON AC4/ACE4
SIMPSON AC6/ACE6
* BEAM CONNECTORS ARE FOR BOTH INTERIOR AND EXTERIOR APPLICATIONS. FOUNDATION
CONNECTORS ARE FOR EXTERIOR APPLICATIONS ONLY. ANY FASTENER, NAIL, BOLT, ETC., IN
CONTACT WITH PRESSURE TREATED LUMBER SHALL BE GALVANIZED PER IRC 317.3.
SIMPSON EPB44
SIMPSON EPB66
P1
P3
P5 4"x4"x1/4" HSS Fy=46 KSI
MULT STUD
4"x6"DF#1 SIMPSON AC4/ACE4 SIMPSON EPB46
N/A N/A
SEE DETAIL 8-S1 SEE DETAIL 8-S1
USP
STAD10
STAD10RJ
STAD14
STAD14RJ
RS150
USP
FOOTING & FOUNDATION
1. THE FOOTINGS HAVE BEEN DESIGNED TO THE SOIL BEARING
PRESSURE SPECIFIED IN THE DESIGN CRITERIA. IT IS THE
RESPONISBILITY OF THE HOME OWNER TO VERIFY THE
BEARING PRESSURE. ANY ANOMALOUS SOIL BEARING
CONDITION SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER BEFORE CONSTRUCTION.
2. ALL FOOTINGS ARE TO REST ON UNDISTURBED SOIL AND
SHALL BE A MINIMUM OF 30", OR LOCAL FROST DEPTH,
BELOW THE FINISHED GRADE.
3. THE CONTRACTOR SHALL ENSURE THAT THE FOOTINGS ARE
PROPERLY DRAINED AND THAT SOIL MOISTURE CONTENT
MEETS THE IRC REQUIREMENTS.
4. ANY ANOMALOUS SOIL CONDITION ENCOUNTERED DURING
EXCAVATION, SUCH AS SLIPPAGE, HIGH MOISTURE CONTENT,
IMPROPER DRAINAGE, ETC., SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER BEFORE PROCEEDING.
5. COMPACT BACKFILL AGAINST FOUNDATION WALL TO 85%
OF THE MODIFIED PROCTOR DRY DENSITY TO REDUCE
SETTLING OF FILL.
6. FOUNDATION ANCHOR BOLTS SHALL BE EMBEDDED IN AT
LEAST 7" OF CONCRETE AND PLACED WITHIN 12" OF SILL
PLATE END. IF MULTIPLE PLATES ARE USED, THE ANCHOR
BOLTS SHALL EXTEND THROUGH ALL PLATES. THERE SHALL BE
A MINIMUM OF 2 ANCHOR BOLTS PER WALL SECTION. SEE
CROSS SECTION FOR SIZE AND SPACING. 3"x3"x1/4" SQUARE
WASHERS SHALL BE USED BETWEEN ANCHOR BOLT AND
PLATE. IF WASHER IS SLOTTED, USE STANDARD WASHER
BETWEEN IT AND ANCHOR BOLT NUT.
7. GRADE 60 REBAR SHALL BE USED FOR BOTH VERTICAL AND
HORIZONTAL INSTALLATIONS.
8. HOLDOWNS SHALL BE EMBEDDED IN THE FOUNDATION PER
MANUFACTURERS REQUIREMENTS. THE CONTRACTOR SHALL
ENSURE THAT THE FASTENER HOOKS THE REBAR AND MEETS
THE MINIMUM EDGE DISTANCE.
9. ANY FASTENER IN CONTACT WITH PRESSURE TREATED
LUMBER SHALL BE GALVANIZED PER IRC 317.3.
24-10dHTS30CFT2MTW30C
SIMPSON USP
18-10d
14-10d
FOUNDATION SCHEDULEfc=3000 PSI
2 FT
9 FT
8 FT
4 FT
6 FT FLOOR OR
NONE
8"
#4 @ 24"
2-#4 BARS
MAX.
HEIGHT SUPPORT
TOP EDGE MIN.
THICKNESS
fy=60000 PSI
VERTICAL
STEEL
ROOF
DIAPHRAGM
9 FT
OVER ENGINEERING REQUIRED
#4 @ 16"
STEEL
HORIZONTAL
2-#4 BARS
4-#4 BARS
5-#4 BARS
6-#4 BARS
7-#4 BARS
STEEL AT
OPENINGS
TOP
1-#4 BAR
EACH SIDE
1. Based on 3000 psi concrete and 60.000 psi reinforcing steel.
2. To be placed in the center of the wall, and extended from the footing to within three inches of the top of the wall;
dowels of #4 bars to match vertical steel placement shall be provided in the footing, extending 24 inches into the
foundation wall.
3. One bar shall be located in the top four inches, one bar in the bottom four inches and the other bars equally spaced
between. Such bar placement satisfies the requirements of Section 1805.9. Corner reinforcing shall lap 24 inches.
4. Bars shall be placed within two inches of the openings and extend 24 inches beyond the edge of the opening; vertical
bars may terminate three inches from the top of the concrete.
5. Dowels of #4 bar @ 32" O.C. shall be provided in the footing, extending 18 inches into the foundation wall.
6. Diaphragm shall conform to the requirements of Section 2308.
7. Footing shall be a minimum of nine inches thick by 20 inches wide.
8. Soil backfill shall be soil classification types GW, GP, SW, or SP, per Table 1610.1. Soil shall not be submerged or saturated
in groundwater.
#4 @ 32"
NOTE 5
BOTTOM
1-#4 BAR
32
3 FT 6"3-#4 BARS#4 @ 32"
4
MAX LINTEL
LENGTH
MAX LINTEL
DEPTH
6'
FOOT OF
OPENING3'
2'
2" FOR EACH2'
WIDTH;
6" MIN.
1. ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 7 16" APA
RATED OSB SHEATHING AND NAILED W/8d @ 4" O.C. EDGE,
12" O.C. FIELD UNLESS NOTED OTHERWISE.
2. SHEATHING SHALL EXTEND CONTINUOUS FROM FLOOR
SILL PLATE TO TOP PLATE OF UPPER WALL AND BE NAILED PER
REQUIRED EDGE SPACING ALONG SILL PLATE.
3. NAILS SHALL BE PLACED NOT LESS THAN 1 2" FROM EDGE OF
PANEL AND DRIVEN SO THAT THEIR HEAD OR CROWN IS
FLUSH WITH THE SURFACE OF THE SHEATHING.
4. ALL HORIZONTAL EDGES SHALL BE BLOCKED WITH 2"
NOMINAL OR WIDER FRAMING. WHERE PANELS ARE APPLIED
ON BOTH FACES OF A WALL WITH NAIL SPACING LESS THAN 6"
O.C., PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
FRAMING MEMBERS OR FRAMING SHALL BE 3" NOMINAL OR
THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED.
5. A NAILING SCHEDULE REQUIRES THAT THE
FOUNDATION SILL PLATES AND ALL FRAMING MEMBERS
RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL
NOT BE LESS THAN A 3" NOMINAL MEMBER. NAILS SHALL BE
STAGGERED.
1. TYPICAL FLOOR SHEATHING SHALL BE 3 4" T&G WAFER
BOARD NAILED W/8d NAILS @ 6" O.C. ON ALL EDGES, AND @
12" O.C. ALONG INTERMEDIATE FRAMING MEMBERS.
2. SOLID BLOCK JOISTS AT POINT-LOAD BEARING LOCATIONS.
3. INSTALL FLOOR SHEATHING WITH FACE GRAIN AT RIGHT
ANGLES TO FRAMINIG WITH END JOINTS STAGGERED.
4. USE DOUBLE FLOOR JOISTS UNDER ALL LOAD BEARING
WALLS RUNNING PARALLEL WITH FLOOR JOISTS.
5. USE DOUBLE FLOOR JOISTS UNDER ALL INTERIOR
SHEARWALLS RUNNING PARALLEL WITH FLOOR JOISTS. NAIL
BOTTOM PLATE TO JOISTS W/16d NAILS @ 3" O.C.
6. USE DOUBLE JOISTS TO SOLID BLOCK UNDER ALL
SHEARWALLS RUNNING PERPENDICULAR TO FLOOR JOISTS.
NAIL BOTTOM PLATE TO BLOCKING W/16d NAILS @ 3" O.C.
1. ROOF TRUSSES SHALL BE DESIGNED TO MEET THE LOADS
SPECIFIED IN THE DESIGN CRITERIA. ALL TRIBUTARY, DRIFT,
UNBALANCED SNOW, MECHANICAL, ETC., LOADS SHALL BE
CONSIDERED IN THE DESIGN PER IRC REQUIREMENTS.
2. THE CONTRACTOR SHALL BLOCK BETWEEN THE TRUSSES
AND CONNECT EACH TRUSS TO WALL TOP PLATE WITH
SIMPSON H1 OR USP RT15 CONNECTORS.
3. ANY CHANGES TO THE TRUSS CONFIGURATION SHOWN ON
THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER PRIOR TO CONSTRUCTION.
4. ALL ENGINEERING TRUSS SUBMITTALS SHALL BE STAMPED
BY A ENGINEER LICENSED IN THE STATE OF UTAH.
S5
2018 IBC
Date:COUNTRY WESTGoverning Code:R. Douglas Jones P.E.S.D.A., Inc. P.C.1705 N. Hill Field Rd.Layton, UT801-776-6510BRIDLEWOOD 4#212 Wild Fire EstatesWest Point, UT 8401504/14/21
FOOTING STEP DETAIL
HOUSE FOUNDATION DETAIL
8
NOT TO SCALE
SUSPENDED PORCH DETAIL
5
NOT TO SCALE6HOLDOWN DETAIL
NOT TO SCALE
HOLDOWN DETAIL4NOT TO SCALE
3 NOT TO SCALE21
NOT TO SCALE
GARAGE FOUNDATION DETAIL INTERIOR FOOTING DETAIL
NOT TO SCALE
NOT TO SCALE
PIER DETAIL7 9 DECK CONNECTION DETAIL
NOT TO SCALE
FOOTING REBAR PER
FOOTING SCHEDULE
OVER 4" GRAVEL BASE
4" CONCRETE SLAB
#4 HORIZ. 4" FROM TOP
2x TRTD. SILL PLATE W/ 1/2"x10"
A.B. @ 32" O.C.
8" CONCRETE FOUNDATION
*DBL PLATES MAY BE
SUBSTITUTED FOR 3x AS LONG
AS A.B. EXTEND THRU BOTH
PLATES, AND PLATES ARE
GLUED AND NAILED W/16D @
3" O.C. ONLY BOTTOM PLATE
MUST BE TRTD.
#4 HORIZ. 4" FROM BOTTOM
GRADE 60 REBAR
3000 PSI CONCRETE
SHEARWALL DESIGNATION
REQUIRES 3x TRTD. PLATE*
W/5/8"x12" A.B. @ 24" O.C. OR 2x
TRTD. PLATE W/
5/8"x10" A.B. @ 16" O.C.
3
HORIZONTAL & VERTICAL REBAR PER
FOUNDATION SCHEDULE
ON FTG/FDN PLAN
SEE FTG SCHEDULE FOR SIZE AND
REINFORCEMENT REQS.
OVER 4" GRAVEL BASE
4" CONCRETE SLAB
FLOOR JOISTS PER PLAN
*DBL PLATES MAY BE
SUBSTITUTED FOR 3x
PROVIDED A.B. EXTEND THRU
BOTH PLATES, AND PLATES
ARE GLUED AND NAILED
W/16D @ 3" O.C. ONLY
BOTTOM PLATE MUST BE
TRTD.
3000 PSI CONCRETE
GRADE 60 REBAR
SHEARWALL DESIGNATION
REQUIRES 3x TRTD. PLATE*
W/5/8"x12" A.B. @ 24" O.C. OR 2x
TRTD. PLATE W/
5/8"x10" A.B. @ 16" O.C.
3
2x TRTD PLATE W/
1/2" A.B. @ 32" O.C.
#4 BAR 4" FROM TOP
#4 BAR 4" FROM BOTTOM
8" CONCRETE FOUNDATION
HORIZONTAL & VERTICAL REBAR PER
FOUNDATION SCHEDULE
ON FTG/FDN PLAN
D'3' MIN
1.5 X D'
FTG
DEPTH
(2) #5 DIAGONAL
IN FDN WALL30" MAXSEE FTG SCHEDULE FOR SIZE
POST PER SCHEDULE
12" DIA. SONOTUBE
#3 CIRCULAR TIES @ 6" O.C.
(4) #4 DOWELS
ON 8" DIA. CIRCLE
W/ (3) #3 TIES @ 3" O.C. TOP
AND REINFORCEMENT REQS.
SIMPSON CB?? POST BASE
OR EQUIV.
GRAVEL FILL
RECOMMENDED
NOT REQUIRED
4" CONCRETE SLAB
2x BEARING WALL
FOOTING SIZE AND
REBAR REQUIREMENT
PER FOOTING SCHEDULE
2x TRTD. SILL PLATE W/
POWDER ACTUATED
FASTENERS @ 32" O.C.
WHERE BRICK OCCURS
OTHERWISE MOVE FRAMING
FLUSH WITH EXTERIOR
FOUNDATION FACE.
FLOOR SHEATHING
(NAILING @ 6" O.C. MAX.,
JOIST W/ HOLDOWN)
DECK JOISTS PER SCHEDULE
FASTEN JOIST TO LEDGER
W/ SIMPSON ITT SERIES HANGAR
NAIL PER MANU. SPEC.
FASTEN 2X LEDGER TO RIM JOIST
W/ (1) 5/8"X4" LAG BOLT &
(4) 16D NAILS @ 16" O.C. LAG
BOLTS SHALL BE HOT-DIPPED
GALVANIZED OR STAINLESS STEEL.
(3) 8D BOX NAILS
CLINCHED @ 6" O.C.
I.E. 7 ROWS
4'x3/4" OSB
BOTH SIDES
1/8" MIN GAP
1" MAX
A
A
RIM JOIST
VIEW A
36" OF SIMPSON CS 16 STRAP. NAIL
W/ (26) 8D NAILS, 13 PER SIDE. INSTALL
IN NO LESS THAN 2 LOCATIONS. SUBSTITUTION OF
SIMILAR 1500 LB TENSION CONNECTION PERMISSIBLE.
FOUNDATION
# 4 REBAR
BOARD
FORM
NAIL TO
POST OR (2) 2X STUDS W/16d @ 24"
O.C. EACH SIDE FULL HEIGHT
FOUNDATION STRAP PER PLAN
SEE FOOTING/FOUNDATION PAGE
POST OR (2) 2X STUDS W/16d @ 24"
RIM JOIST OR BLOCKING
O.C. EACH SIDE FULL HEIGHT
FLOOR SHEATHING
ENSURE STRAP HOOKS REBAR
FOUNDATION
FOUNDATION STRAP PER PLAN
SEE FOOTING/FOUNDATION PAGE
#4 X 24" @ 18" O.C.
SHORED 4' O.C. FOR AT LEAST
THE SUSPENDED SLAB SHALL BE
4" SUSPENDED CONC. SLAB
SEE FTG SCHEDULE FOR SIZE
AND REINFORCEMENT REQS.
#4 VERTS @ 18" O.C.
#4 HORIZ @ 12" O.C.
#4 DOWELS @ 18" O.C.14 DAYS
24"
22 GAUGE STEELCO METAL DECKING
S6
2018 IBC
Date:COUNTRY WESTGoverning Code:R. Douglas Jones P.E.S.D.A., Inc. P.C.1705 N. Hill Field Rd.Layton, UT801-776-6510BRIDLEWOOD 4#212 Wild Fire EstatesWest Point, UT 8401504/14/21
FLOOR TO FLOOR TIE DETAIL
NOT TO SCALEFNOT TO SCALE
GABLE END DETAILE
G SHEARWALL OPENING DETAIL
NOT TO SCALE H NOT TO SCALE
OVERBUILD DETAIL
D NOT TO SCALE
CANTILEVER DETAIL
CNOT TO SCALEBWOOD I JOIST DETAIL
NOT TO SCALE
WOOD I JOIST DETAILA WOOD I JOIST DETAIL
NOT TO SCALE
SOLID BLOCKING DETAIL
NOT TO SCALEJ
SHEAR WALL NOTES FOR A.B. SPACING)
2 X CONTINUOUS SILL PLATES (SEE
1 3/4" BEARING REQUIRED
NAIL RIM JOIST TO PLATE
NAIL TO PLATE W/(3) 8d
NOTE: RETAINING TYPE FOUNDATION MUST BE USED
WHERE JOISTS DO NOT REST DIRECTLY ON TOP OF
FOUNDATION WALL AS ILLUSTRATED
CONCRETE FOUNDATION
ONE TOP AND ONE BOTTOM
W/(2) 8d BOX NAILS
NAIL RIM JOIST TO FLOOR JOIST
W/ 8d @ 6" O.C.
WOOD-I JOIST
(SEE SHEARWALL NOTES)
16d @ 8" O.C.
FLOOR SHEATHING
WOOD I-JOIST (SEE PLAN)
SHEATHING TO BLKG.
W 10d @ 4" O.C.
SOLID BLKG. @ 48" O.C.
OR DBL TOP PLATE
2 X STUDS @ 16" O.C. (TYPICAL)
SHEARWALL SHEATHING EXTENDS
CONTINUOUS TO TOP WALL PLATE
2 X CONTINUOUS SILL PLATE
RIMJOIST TOENAIL TO
PLATE W/8D @ 6" O.C.
FOUNDATION WALL SHOWN
FOUNDATION OR STUD WALL BEARING WALL
LAPS 4'-0" AND NAIL W/16d NAILS AT 4"
O.C. @ LAPS, 8" O.C. (TYPICAL)
NAIL OSB TO BLOCK W/8d @ 6" O.C.
ONE EACH SIDE
NAIL TO PLATE W/(2) 8d
2 X STUDS @ 16" O.C. (TYPICAL)
DOUBLE TOP PLATE, STAGGER ALL
WOOD I-JOIST
SOLID BLOCKING BETWEEN JOISTS
3 1/2" MIN. BEARING REQUIRED
NAIL BLOCK TO PLATE W/(3) 16d
ROOF TRUSS
CUT STRUT TO MATCH
ROOF SLOPE. BEAR ON
BRIDGE PLATE. NAIL
STRUT TO PLATE W/(4)
16d TOENAILS, 2 EACH SIDE.
2x PLATE W/(2) 16D
NAILS PER TRUSS
2x VERTICAL STRUT W/
2x BEARING STUD. NAIL
STRUT TO RIDGE OR RAFTER
SIDE W/ (2) 16D NAILS.
NAIL STRUT TO STUD W/
16D @ 12" O.C.
ROOF SHEATHING OVER
RIDGE BEAM OR RAFTER
STRUT SPACING
6'
10'
8'
4'
RIDGE
2"x4"
MEMBER SPACING
2"x6"
2"x8"
2"x10"
2"X4" STRUT ASSUMED.
RIDGE BEAM AND RAFTERS TO
BEAR ON TRUSS OR 2X PLATE.
DO NOT BEAR RIDGE OR RAFTERS DIRECTLY
ON SHEATHING.
WEB STIFFENER BY JOIST MANUFACTURER EACH SIDE OF JOIST
TO SUPPORT COLUMN LOAD (LENGTH = JOIST DEPTH + ?)
COLUMN LOADS CANNOT BE SUPPORTED BY WOOD I JOISTS
2 x 4 MIN BLOCKS BY CONTR. EA. SIDE OF JOIST
BLOCKING PANEL BY JOIST MANUFACTURER
2
2
3
1
1
1
2
3 3
1
2
3
(3) 8D BOX NAILS
CLINCHED
4'x3/4" OSB
BOTH SIDES
1/8" MIN GAP
1" MAX
8d NAILS @ 4" O.C.
4'x3/4" OSB SHEATHING
BOTH SIDES (BEARING WALL ONLY)
SOLID BLOCKING
I-JOIST OR RIM-JOIST
10d NAILS @ 4"
O.C. STAGGERED
3/4" OSB
4"
4"
2 x BEARING OR
NON BEARING WALL
7/16" OSB
RIMJOIST
REQUIRED ONLY FOR
FOR BEARING WALLS
LENGTH
PROVIDE MINIMUM
IN EACH END.
EQUAL NUMBER OF
SPECIFIED NAILS
END DISTANCE 8
7"END
LENGT
H
SPANCLEAR
LENGTH
END
CUTUSE EVERY OTHER NAIL HOLE IN A
ROW TO PROVIDE THE CODE
REQUIRED MINIMUM
CENTER-TO-CENTER NAIL SPACING
(4) 16 D NAILS
DIAGONAL BRACE TO BLOCK
2X BLOCKING - 2 BAYS
FASTEN ROOF SHEATHING
TO BLOCKING W/8d NAILS @ 6" O.C.
WOOD TRUSSES PER PLAN
2X4 DIAGONAL BRACE @ 6' O.C.
APPLY CONSTRUCTION ADHESIVE
TO KICKER BLOCK INTERFACE
2X4 FULL-LENGTH DRYWALL
BLOCKING. FASTEN TO DBL
TOP PLATE W/16d NAILS @ 6" O.C.
SIMPSON A-35 OR EQUIV.
DIAGONAL BRACE TO
DRYWALL BLOCKING
6 NAILS TOTAL, 3 PER SIDE.
SHEATHING
NAIL PER PLAN
DBL TOP PLATE
STUD WALL PER PLAN
1" SHEATHING GAP
IS PERMISSIBLE
8d NAILS PER EDGE
NAILING REQ.
OSB SHEATHING
CUT AROUND SHEARWALL
OPENING. BLOCK
HORIZONTAL EDGES
32" OF SIMPSON CS16
CENTER ON KING STUD
(4 PLACES)
7/16" OSB SHEATHING
ONE SIDE SHOWN
FOR CLARITY
SHEATHING EDGE
W/ SOLID BLOCKING
SHEAR WALL
OPENING(S)
FOUNDATION
HOLDOWN
PER PLAN
(NOT ALWAYS REQ.)
16" MIN. OF 2"x SOLID
BLOCKING EACH CORNER
FLAT BLOCKING AGAINST
WALL ACCEPTABLE
HD3 FLOOR-TO-
FLOOR TIE REQUIRED.
2 STORY STUCTURES
ONLY. PER PLAN
F
-
S7
2018 IBC
Date:COUNTRY WESTGoverning Code:R. Douglas Jones P.E.S.D.A., Inc. P.C.1705 N. Hill Field Rd.Layton, UT801-776-6510BRIDLEWOOD 4#212 Wild Fire EstatesWest Point, UT 8401504/14/21
FASTEN TOP PLATE TO HEADER WITH TWO
ROWS OF 16D SINKER NAILS AT 3" ON CENTER TYP.
1000 LB STRAP OPPOSITE SHEATHING
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR
GALVANIZED BOX NAILS IN 3" GRID PATTERN AS SHOWN AND
3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP.
MIN. WIDTH = 16" FOR ONE STORY STRUCTURES
MIN. WIDTH = 24" FOR USE IN THE FIRST OF TWO
STORY STRUCTURES
MIN. 2x4 FRAMING
3/8" MIN. THICKNESS WOOD
STRUCTURAL PANEL SHEATHING
SIMPSON STHD14 OR SIM. (EMBEDDED INTO
CONCRETE AND NAILED INTO FRAMING)
(2) 5 8"X12" ANCHOR BOLTS
6" CONCRETE EMBEDMENT
TYPICAL PORTAL
FRAME
CONSTRUCTION
FOR A PANEL SPLICE
(IF NEEDED), PANEL
EDGES SHALL BE
BLOCKED AND OCCUR
WITHIN 24" OF MID-
HEIGHT. ONE ROW OF
TYP. SHEATHING-TO-
FRAMING NAILING IS
REQUIRED.
IF 2x4 BLOCKING IS
USED, THE 2x4 MUST
BE NAILED TOGETHER
WITH 3 16D SINKERS
EXTENT OF HEADER
DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
MIN. 3"x11.25" NET HEADER
(1) FULL-WIDTH TRTD PLATE W/
(2) 2X BLOCKS GLUED AND NAILED10' MAX2X4 STUD WALL @ 16" O.C.
(3) 16d NAILS TRUSS
TO EACH STUD
TOP AND BOTTOM CHORDS
ROOF TRUSSES
FULLY-SHEATHED SECOND-STORY WALL
2X10 BLOCKING
BOTTOM FLUSH WITH
DBL TOP PLATE
2" GAP BETWEEN SHTG
PERMISSIBLE
ROOF SHTG NOT SHOWN.
SEE ROOF SHTG NOTES FOR
SIZE & NAILING.
ENERGY-HEEL TRUSS
SIMPSON H1 OR EQUIVALENT
EACH TRUSS TO DBL TOP PLATE
DBL TOP PLATE
2X4 STUD WALL @ 16" O.C.
FULLY-SHEATHED
SECOND-STORY WALL
SIMPSON A-35
EACH TRUSS TO BLOCK
2X BLOCK
NAIL TO STUDS
W/ (3) 16d NAILS
SIMPSON LU24 HANGER
BOTTOM CHORD TO RIMJOIST
TRUSSES @ 24" O.C.
ROOF SHEATHING
NAIL TO FRAME PER
SHEATHING EDGE NAIL
REQUIREMENT
TRUSSES @ 24" O.C.
FASTEN 7 16" OSB
SHEATHING
AROUND FRAME
PERIMETER
W/8D @ 6" O.C.
2X4 WOOD
FRAME BY
TRUSS
MANUFACTURER
SIMPSON A-35 @ 24" O.C.
FRAME TO TOP PLATE
S8
2018 IBC
Date:S.D.A., Inc. P.C.1705 N. Hill Field Rd.Layton, UT801-776-6510COUNTRY WESTGoverning Code:R. Douglas Jones P.E.S.D.A., Inc. P.C.1705 N. Hill Field Rd.Layton, UT801-776-6510BRIDLEWOOD 4#212 Wild Fire EstatesWest Point, UT 84015TRUSS CONNECTION DETAIL3NO SCALE
GARAGE OPENING DETAIL1NO SCALE
TRUSS CONNECTION DETAIL2NO SCALE
TRUSS CONNECTION DETAIL4NO SCALE
TRUSS BLOCKING DETAIL5NO SCALE
04/14/21