THE CAVALIER RESIDENCES · the cavalier residences a0.02 a0.03 symbol key north arrow elevation callout section callout detail callout room label match line interior elevation callout
678 357-5057Norfolk, Virginia 235184500 Pretty Lake Ave.
It is the responsibility of the contractor to perform thefollowing before beginning any construction:
1. Contractor or builder must verify all dimensions priorto any construction.2. Contractor or builder must comply with all localbuilding codes and ordinances in the area where thisproject is to be constructed.3. Contractor or builder must verify the existing loadbearing capacity of the soil at the construction site. Loadbearing capacity of the soil at the construction site mustmeet the minimum acceptable bearing capacity asindicated in the construction documents.
BUILDING CODE SUMMARYPROPOSED USE:CONTACT PERSON:CODE ENFORCEMENT JURISDICTION:BUILDING DATANEW RESIDENTIAL CONSTRUCTIONBUILDING CODE:NUMBER OF STORIES:i CERTIFY THAT THE DESIGN PLANS AND SPECIFICATIONS FOR THIS CONSTRUCTION ARE IN COMPLIANCE WITH THE CRITERIA ESTABLISHED BY THE VIRGINIA RESIDENTIAL CODE 2012.
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RESIDENTIALJEREMY SOMMER 678-357-5057VIRGINIA RESIDENTIAL CODE 2012 2 STORIESI UNDERSTAND THAT ANY CHANGE IN DESIGN OR SPECIFICATIONS MUST BE SUBMITTED IN WRITING BY ME TO THE BUILDING DEPARTMENT.
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1. BUILDING WILL BE NOISE TESTED BEFORE BUILDING WILL BE NOISE TESTED BEFORE C.O. IS ISSUED. PER R328.2
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6/15/17 UPDATE PER CITY
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COMMENTS
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10/17/17 UPDATE PER CLIENT
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SOMMERDESIGNSTUDIOS
ARCHITCTURE ANDPLACE-MAKING
678 357-5057Norfolk, Virginia 235184500 Pretty Lake Ave.
It is the responsibility of the contractor to perform thefollowing before beginning any construction:
1. Contractor or builder must verify all dimensions priorto any construction.2. Contractor or builder must comply with all localbuilding codes and ordinances in the area where thisproject is to be constructed.3. Contractor or builder must verify the existing loadbearing capacity of the soil at the construction site. Loadbearing capacity of the soil at the construction site mustmeet the minimum acceptable bearing capacity asindicated in the construction documents.
VAR WIDTH PRIVATE UTILITY EASEMENT(IN. 20150708000642650)IN. 20150708000642650))
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S 13°50'23" E 65.00'
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31.50'
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7.00'
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18.94'
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4.62'
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(*)
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66.10'
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N 13°50'23" W
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66.10'
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A=1.95'
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A=6.06'
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1.79'
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9.00'
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C12
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C11
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N 76°09'37" E3.00'
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33.50'
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15A
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N 76°09'37" E
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30.21'
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45.06'
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N 13°50'23" W
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N 13°50'23" W
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23.19'
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7.86'
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N 76°09'37" E10.94'
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S 13°50'23" E
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CAVALIER BUNGALOW COURT
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04/25/16
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FOR CONSTRUCTION
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RELEASES:
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DRAWN BY:
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CHECKED BY:
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CAVALIER LOT 14 BUNGALOW
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VIRGINA BEACH, VA 23451
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A1.01
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SITE PLAN
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2015 by Sommer Design Studios, L.L.C.,
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OVER ALL SITE PLAN
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A
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1/16" = 1'-0"
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SCALE:
SOMMERDESIGNSTUDIOS
ARCHITCTURE ANDPLACE-MAKING
678 357-5057Norfolk, Virginia 235184500 Pretty Lake Ave.
It is the responsibility of the contractor to perform thefollowing before beginning any construction:
1. Contractor or builder must verify all dimensions priorto any construction.2. Contractor or builder must comply with all localbuilding codes and ordinances in the area where thisproject is to be constructed.3. Contractor or builder must verify the existing loadbearing capacity of the soil at the construction site. Loadbearing capacity of the soil at the construction site mustmeet the minimum acceptable bearing capacity asindicated in the construction documents.
NOTE: FINISH FLOOR HT TO BE MIN. 3'-0" ABOVE FINISH GRADE HIEGHT
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NOTE: VERIFY AND FOLLOW SECTION R602.10.1 OF THE 2012 VA IRC CONCERNING BRACED WALL PANELS, TYP.
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NOTE: PER SEC R329 OF VRC 2009 PLACE FIRE EXTINGUISHER WITH RATING OF 2-A:10-B:C IN KITCHEN ISLAND
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NOTE: ALL GLAZING TO MEET A MIN. U FACTOR OF U .35 PER 2012 CODE CH. 11 SEC. N1101.5
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NOTE:ALL EXTERIOR DOORS AND WINDOWS SHALL MEET OR EXCEED CURRENT CODE REQUIRED DP RATING, U-FACTOR AND SOLAR HEAT GAIN COEFFICIENTS, AND SHALL BE PROTECTED FROM WINDBURN DEBRIS WITH IMPACT GLAZING AS REQUIRED BY APPLICABLE CODES FOR THE PARTICULAR LOCATION OF THE PROJECT SITE. ALL WINDOWS AND EXTERIOR DOORS SHALL MEET THE SOUND ATTENUATION DESIGN CRITERIA FOR THE PROJECT SITE. GENERAL CONTRACTOR SHALL CONFIRM ALL WINDOW AND EXTERIOR DOORS SIZES AND CONFIGURATIONS WITH ARCHITECT AND OWNER PRIOR TO PLACING ORDER, AND SHALL COORDINATE SIZES WITH ACTUAL CONSTRUCTION CLEARANCES AND CODES
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(3) 2x10 DROPPED BEAM- SEE SECTIONS
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8x16 FOUNDATION VENT, TYP. SEE EXT. ELEVATIONS
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ACCESS TO CRAWL SPACE
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2x12'S @ 16" o.c., TYP. - SEE SECTIONS
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2x12'S @ 16" o.c., TYP. - SEE SECTIONS
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(2) 2x12 FOR CANTILEVER2x12 FOR CANTILEVER
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2x8 P.T. FLOOR JOISTS @ 16" o.c., TYP.
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1X2 CONT. CONCRETE FOOTING, TYP.
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BRICK VENEER OVER 8" CMU BLOCK WALL
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NOTE:DIMENSIONS TO FACE OF BLOCK - BRICK NOT INCLUDED
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NOTE:FOUNDATIONS MAY HAVE TO BE HAND DUG CONSULT WITH TOWN ARCHITECT AND ARBORIST
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(3) 2x10 DROPPED BEAM- SEE SECTIONS
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(3) 2x10 DROPPED BEAM- SEE SECTIONS
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2x12'S @ 16" o.c., TYP. - SEE SECTIONS
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(2) 2x12 FOR CANTILEVER2x12 FOR CANTILEVER
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(2) 2x12 FOR CANTILEVER2x12 FOR CANTILEVER
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(3) 2x10 PT. RIPPED TO 2x8 @ EA. COLUMN
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(3) 2x10 PT. RIPPED TO 2x8 @ EA. COLUMN
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2x8 P.T. FLOOR JOISTS @ 16" o.c., TYP.
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2x8 P.T. FLOOR JOISTS @ 16" o.c., TYP.
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12" PIER BLOCK, TYP.
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A1.02
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BUNK BED
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CUBBIES
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10/17/17 UPDATE PER CLIENT
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HEADER TO ALIGN W/ WINDOW HEADER
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NOTE PROVIDE SHOP DRAWINGS FOR CABINETRY TO ARCHITECT
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ATTIC ACCESS
SOMMERDESIGNSTUDIOS
ARCHITCTURE ANDPLACE-MAKING
678 357-5057Norfolk, Virginia 235184500 Pretty Lake Ave.
It is the responsibility of the contractor to perform thefollowing before beginning any construction:
1. Contractor or builder must verify all dimensions priorto any construction.2. Contractor or builder must comply with all localbuilding codes and ordinances in the area where thisproject is to be constructed.3. Contractor or builder must verify the existing loadbearing capacity of the soil at the construction site. Loadbearing capacity of the soil at the construction site mustmeet the minimum acceptable bearing capacity asindicated in the construction documents.
WINDOW CASING TO BE PADDED OUT PER CAVALIER STANDARDS
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A2.01
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10/17/17 UPDATE PER CLIENT
SOMMERDESIGNSTUDIOS
ARCHITCTURE ANDPLACE-MAKING
678 357-5057Norfolk, Virginia 235184500 Pretty Lake Ave.
It is the responsibility of the contractor to perform thefollowing before beginning any construction:
1. Contractor or builder must verify all dimensions priorto any construction.2. Contractor or builder must comply with all localbuilding codes and ordinances in the area where thisproject is to be constructed.3. Contractor or builder must verify the existing loadbearing capacity of the soil at the construction site. Loadbearing capacity of the soil at the construction site mustmeet the minimum acceptable bearing capacity asindicated in the construction documents.
1X4 CASING W/ " CAP 34" CAP ALIGN BOTTOM W/ TOP OF DOOR
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1X8 BASE BOARD
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CABINET TO ALIGN WITH TOP OF DOOR USE SAME CASING
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1X4 VERTICAL SHIP LAP WOOD
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1X4 CASING W CAP 34 CAP ALIGN W TOP OF DOOR
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1X10 HORIZONTAL SHIP LAP BOARDS
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INTERIOR WINDOW CASING W 2" BED MOULD & 1X CAP
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A3.01
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10/17/17 UPDATE PER CLIENT
SOMMERDESIGNSTUDIOS
ARCHITCTURE ANDPLACE-MAKING
678 357-5057Norfolk, Virginia 235184500 Pretty Lake Ave.
It is the responsibility of the contractor to perform thefollowing before beginning any construction:
1. Contractor or builder must verify all dimensions priorto any construction.2. Contractor or builder must comply with all localbuilding codes and ordinances in the area where thisproject is to be constructed.3. Contractor or builder must verify the existing loadbearing capacity of the soil at the construction site. Loadbearing capacity of the soil at the construction site mustmeet the minimum acceptable bearing capacity asindicated in the construction documents.
TRUE "X12 SKIRT BOARD54"X12 SKIRT BOARDW/ " QUARTER ROUND 34" QUARTER ROUND AND 1X CAP
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BRICK VENEER 8" CMU FOUNDATION WALL, TYP.
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FOUNDATION DRAIN, TYP.
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MIRITEC TRIM W/HARDI PANEL
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PILASTER
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1X P.T. TRIM W/ 3/4" QUARTER ROUND
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TRUE " X 6" P.T. TRIM 54" X 6" P.T. TRIM
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1X CEMENTIOUS SOFFIT FOR 1 HR FIRE RATING
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1X4 FASCIA
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5" CROWN MOULD
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SIMPSON H2.5A HURRICANE CLIP @ EACH RAFTER, TYP.
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CONTINUOUS RIGID DRIP FLASHING, TYP.
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TYPICAL ROOF CONSTRUCTION
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#30 FELT
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ICE & WATER SHIELDSTARTER STRIP
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TRUE " X 2 CAP W/" 54" X 2 CAP W/" 12" QUARTER ROUND
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TOP OF SUBFLOOR
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0'-0"
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TOP OF PLATE
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TOP OF FOOTING
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-4-5 3/4"
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BOT, OF FOOTING
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-5'-5 3/4"
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@ RAFTER
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TOP OF FDN. PLATE
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-1'-0"
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BRICK VENEER 8" CMU FOUNDATION WALL, TYP.
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FOUNDATION DRAIN, TYP.
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TRUE "X12 SKIRT BOARD54"X12 SKIRT BOARDW/ " QUARTER ROUND 34" QUARTER ROUND AND 1X CAP
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TYP. WALL ASSEMBLY:HARDIE CLAPBOARD SIDING W/4" EXPOSURE, ON WEATHER BARRIER, ON EXTERIOR GRADE PLYWOOD SHEATHING, ON 2X6 FRAMING @ 16" O.C., w/ WALL INSULATION PER LOCAL CODES, TYP.
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TOP OF PLATE
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2X10 P.T. TRIM
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2X P.T. TRIM
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1X12 CEMENTIOUS BOARD FOR 1 HR FIRE RATING
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1X6 FASCIA
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5" CROWNMOULD
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SIMPSON H2.5A HURRICANE CLIP @EACH RAFTER, TYP.
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CONTINUOUS RIGID DRIP FLASHING, TYP.
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TYPICAL ROOF CONSTRUCTION
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1 " BED MOULD 12" BED MOULD
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P.T. CAP
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SPRAY FOAM INSULATION NO VENTING REQ.
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NOTE:FIRST FLOOR FINISH FLOOR HEIGHT TO BE A MIN. 3'-0" ABOVE FINISH GRADE
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NOTE:ALL EXTERIOR WINDOW TRIM PER CAVALIER STANDARDS TRIM TO BE 2 LAYERS OF TRIM- 54 TRIM- COORDINATE w ARCHITECT IF DISCREPANCIES
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NOTE:R-VALUES FOR ALL INSULATION MIN TO BE AS FOLLOWS:CRAWL R19R19WALLS R19R19ATTIC/CEILING R38R38SOUND R11R11
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4
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12
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12
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A3.02
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(2) 2x12 BEAM2x12 BEAM
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2x12 FLOOR JOIST @ 16" o.c. CANTILEVERED
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6/15/17 UPDATE PER CITY
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COMMENTS
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SOMMERDESIGNSTUDIOS
ARCHITCTURE ANDPLACE-MAKING
678 357-5057Norfolk, Virginia 235184500 Pretty Lake Ave.
It is the responsibility of the contractor to perform thefollowing before beginning any construction:
1. Contractor or builder must verify all dimensions priorto any construction.2. Contractor or builder must comply with all localbuilding codes and ordinances in the area where thisproject is to be constructed.3. Contractor or builder must verify the existing loadbearing capacity of the soil at the construction site. Loadbearing capacity of the soil at the construction site mustmeet the minimum acceptable bearing capacity asindicated in the construction documents.
NOTE: ALL SMOKE DETECTORS TO BE INTERCONNECTED AND MAIN POWER FROM BUILDING WIRING W/ BATTERY BACKUP
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SMOKE DETECTOR
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CM
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CARBON MONOXIDE DETECTOR
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FE
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FIRE EXTINGUISHER
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FE
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SD
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CM
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LEGEND
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DUPLEX OUTLET
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TV
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SPLIT-WIRED OUTLET
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ART LIGHT OUTLET
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FLOOR OUTLET
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CABLE T.V. JACK
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220 V. OUTLET
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WEATHER-PROOF OUTLET
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GROUND FAULT CIRCUIT INTERUPTER
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CH
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PB
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SD
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TELEPHONE JACK
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DOOR CHIME
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RECESSED FIXTURE
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CEILING FIXTURE
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SMOKE DETECTOR
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PUSH BUTTON
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WALL FIXTURE
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FLOOR DATA LINE JACK
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DATA LINE JACK
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FLOOR TELEPHONE JACK
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UNDER-COUNTER FIXTURE
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THREE-WAY SWITCH
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DIMMER SWITCH
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AUTOMATIC DOOR SWITCH
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FOUR-WAY SWITCH
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CEILING FAN
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3
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4
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D
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DIM
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S
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S
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S
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S
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RECESSED DIRECTIONAL FIXTURE
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DECORATIVE STRIP FIXTURE
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RECESSED WATERPROOF FIXTURE
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JUNCTION BOX
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EXHAUST FAN W/ LIGHT
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FLUORESCENT FIXTURE
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EXHAUST FAN
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SWITCH
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J
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S
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WP
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GFCI
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DRAWINGS FOR FIXTURE TYPES AND LOCATIONS.
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HERE ARE PRESENT ON THE DRAWINGS, SEE
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NOTE: NOT ALL ELECTRICAL FIXTURES SHOWN
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ELECTRICAL NOTESPROVIDE A COMPLETE ELECTRICAL WIRING SYSTEM THAT MEETS ALL CURRENT CODES AND INCLUDES ALL EQUIPMENT, KITCHEN AND LAUNDRY APPLIANCES, HVAC EQUIPMENT.COORDINATE ELECTRICAL REQUIREMENTS WITH ALL SUBCONTRACTORS (I.E. HVAC, P.UMBING, COMMUNICATIONS) AND PROVIDE REQUIRED WIRING.USE COPPER WIRING ONLY FOR ALL CONDUCTORS, EXCEPTION: ALUMINUM CONDUCTORS MAY BE USED FOR #6 AND LARGER SIZES.PROVIDE ALL NECESSARY WIRING FOR LANDSCAPE LIGHTING INCLUDING DRIVEWAYS AND POST LANTERNS, AS REQUESTED BY OWNERALL LIGHT SWITCHES SHALL BE ON DIMMERS EXCEPT JAMB SWITCHES AND FLUORESCENT LIGHT SWITCHES.SMOKE ALARMS/CO2 DETECTORS SHALL BE HARDWIRED WITH BATTERY BACKUP, LOCATED CENTERED OVER DOORS. ALARMS SHALL BE INTERCONNECTED WITH EACH OTHER& INSTALLED PER IRC CODES R313ALL LOCATIONS OF ELECTRICAL OUTLETS, LIGHTS TV CABLE, TELEPHONES, THERMOSTATS, ETC. SHALL BE CONFIRMED BY THE OWNER PRIOR TO ROUGH-INPROVIDE POWER TO DOCK FOR BOAT LIFT, MIN 50 AMPS OR AS REQUIRED BY ACTUAL EQUIPMENT.OWNER’S CONSULTANT WILL PROVIDE + INSTALL SECURITY/AUDO/VIEO SYSTEM. GC SHALL COORDINATE ALL S CONSULTANT WILL PROVIDE + INSTALL SECURITY/AUDO/VIEO SYSTEM. GC SHALL COORDINATE ALL TRADES WITH THIS WORK.PROVIDE CRAWL SPACE LIGHTING AND OUTLETS AT ALL CRAWL ACCESS PANELS.
