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LIST of DRAWINGSA-1.1 COVERA-1.2 EXTERIOR ISOMETRICSA-1.3 NOTES & SYMBOLSA-2.1 SITE PLANA-2.2 DIMENSION LAYOUTA-2.3 FOUNDATION PLANA-3.1 CRAWL SPACE FRAMINGA-3.2 MAIN LEVEL DIMENSIONSA-3.3 MAIN LEVEL FRAMINGA-3.4 UPPER LEVEL DIMENSIONSA-3.5 UPPER LEVL FRAMINGA-4.1 ROOF LAYOUTA-4.2 ROOF FRAMINGA-5.1 ELEVATIONSA-5.2 ELEVATIONSA-5.3 ELEVATION DETAILSA-6.1 PROFILE SECTIONSA-6.2 PROFILE SECTIONSA-7.1 WALL SECTIONSA-7.2 WALL SECTIONSA-7.3 WALL SECTIONSI-1.1 MAIN LEVEL FINISHES & 3DI-2.1 UPPER LEVEL FINISHES & 3D
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ARC
HITE
CTU
REre
siden
tial
DATE &PHASE
PROJECT
SHEET No.
STEP
HEN
CLU
GG
ISH,
Arc
hite
ct,
3101
Chu
rchi
ll Rd
. , R
alei
gh, N
.C.
2760
7 P
HON
E/FA
X: 9
19-5
10-9
477
WEB
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net E
MA
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ARC
HITE
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siden
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DATE &PHASE
PROJECT
SHEET No.
STEP
HEN
CLU
GG
ISH,
Arc
hite
ct,
3101
Chu
rchi
ll Rd
. , R
alei
gh, N
.C.
2760
7 P
HON
E/FA
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19-5
10-9
477
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w.re
siden
tiala
rchi
tect
ure.
net E
MA
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COMPUTERPORT
COMDEV
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DRYER
SPECIAL
SL V
X-S
X-FL
X-PL
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DOWNDRAFTKIT FAN
KIT FAN
EX FAN
EX FANLIGHT
HOOD&VENTKIT FAN
OPENER/LIGHT
TH
R316 GUARDS
GENERAL CONSTRUCTION SYMBOLS
GENERAL FINISH MATERIAL SYMBOLS
-REQUIRED HANDRAILS- ON MIN 1 SIDE OF STAIRS OF 4 OR MORE RISERS-REQUIRED DIMENSIONS- HEIGHT BETWEEN 30" AND 38" MEASURED VERTICALLY-REQUIRED WIDTH-INTERIOR RAILING MIN 1 1/4" TO MAX 2 3/8"- EXTERIOR RAILINGMAX WIDTH 3 1/2"-WALL MOUNTED RAILING MUST BE MIN 1 1/2" CLEAR FROM WALL.
LT____LOUVER_TRIANGULAR (MATCH ROOF PITCH)
LAR____LOUVER_SEGMENTED ARCHLHC____LOUVER_HALF CIRCLE ARCH
LCR___LOUVER_CIRCULAR
TYPICAL WALL SYMBOLS
STRUCTURAL SYMBOLS
-REQUIRED GUARDS- ALL PORCHES, DECKS, BALCONIES, AND STAIRS MORE THAN 30"ABOVE ADJACENT GRADE-REQUIRED HEIGTH- MIN 36" HIGH-REQUIRED GUARDS- ALL STEPS WITH 30" OR MORE OF RISE MUST HAVE RAIL ANDGUARDS WITH 30" MIN HT.-GUARD OPENING RESTRICTIONS- 4" NET BETWEEN VERTICAL SPINDLES. ALL OTHEROPENINGS SHALL NOT PERMIT A 6" SHERE FROM PASSING THRU.
R317 SMOKE ALARMS
R312 LANDINGS-EGRESS DOOR LANDINGS - MUST BE MIN 3'-0" WIDE AND 3'-0" DEEPON EACH SIDE OF THE DOOR. SEE EXCEPTIONS IN 312.1
R313 RAMPS-MAXIMUM SLOPE- 1 UNIT IN 8 UNITS (12%)-HANDRAIL- REQUIRED ON 1 SIDE WHEN SLOPE EXCEEDS I UNIT IN 12 UNITS (8%)-LANDING-3'X3' TYPICAL AT TOP & BOTTOM OF RAMP
R314 STAIRWAYS
R307 TOILET, BATH & SHOWER SPACES
R308 GLAZING
R309 GARAGES & CARPORTS
R310 EMERGENCY ESCAPE & RESCUE OPENINGS
R311 EXITS
-MIN WIDTH- NET 36" ABOVE HANDRAIL UP TO REQUIRED HEADROOM HT.-MIN WIDTH BELOW HANDRAIL WITH 1 HANDRAIL IS 31.5" AND WITH 2 HAMDRAILS IS 27"HANDRAILS MAY PROJECT A MAX. OF 4.5 " OFF WALLS.-NON EGRESS STAIRS MAY BE MIN 26" WIDE.-MAX RISER HT IS 8.25"-MIN TREAD DEPTH IS 9" NET.-MIN HEADROOM IS 6'-8" MEASURED VERTICALLY-FOR WINDERS AND CIRCULAR STAIRS SEE SECTIONS R314.4, R314.5, AND R314.6.
R315 HANDRAILS
SMOKE DETECTOR (OPTIONAL HEAT & CM DETECTION NOT ON PLAN)
SPLIT WIRED DUPLEX
SINGLE POLE SWITCH
WATER PROOF SWITCH
4 WAY SWITCH3 WAY SWITCH2 POLE SWITCH
CODE APPROVED CLOSET LIGHT
CODE APPROVED SHOWER LIGHT
SWITCHES
SURFACE MOUNT HANGINGFAN OR FAN LIGHTSWITCH TYPE AS SELECTED
GROUND FAULT W/ WATERPROOF COVER
SPECIAL UTILITY OUTLETS
EXTERIOR LIGHTING
INTERIOR LIGHTING
TRACK LIGHT
SPECIAL EQUIPMENT OR APPLIANCECONFIRM ALL DIECT WIRING OR OPENING REQUIREMENTS
UNDER COUNTER LIGHT
THERMOSTAT(LOCATED BY HVAC CONTRACTOR)
SURFACE MOUNT LIGHT
RECESSED LIGHT(STANDARD)
WALL MOUNT LIGHT
FLUORESCENT
SURFACE MOUNT HANGING LIGHT
FLOOR OUTLET
QUADRAPLEX
GROUND FAULT
STANDARD OUTLETS
COMPUTER (LOCATION)
STANDARD DUPLEX
TELEVISION (LOCATION)
EXTERIOR DIGITAL PAD FOR GARAGE OPENER
DISHWASHER
TELEPHONE(LOCATION)
THIS SCOPE OF WORK SHOULD BE DEFINED WITH A LOW VOLTAGE WIRINGCONTRACTOR. OPTIONS INCLUDE SMOKE/HEAT/CARBON MONOXIDE DETECTION,SECURITY, INTERHOUSE COMMUNICATIONS, MEDIA, AND COMPUTER SYSTEMS.DRAWINGS REPRESENT LOGICAL LOCATIONS FOR DEVICES. OPENINGS AND WIRINGREQUIRED BY CONTRACTOR.
LOW VOLTAGE COMMUNICATION TYPE OPENINGS
PRIOR TO INSTALLATION.RESPONSIBLE FOR SYSTEM DESIGN AND SHALL APPRISE CONTRACTOR & OWNER OF SAME
*LAYOUT* PLAN LAYOUT IS A GENERAL SUGGESTION EXPECTED TO BE FINALLY REVISED BYOWNER AND OR CONTRACTOR.*SELECTIONS* ALL LIGHTING AND EQUIPMENT REQUIREMENTS TO BE OWNER AND ORCONTRACTOR SELECTED AND INSTALLED ACCORDINGLY.*MOUNTING HTS* USE INDUSTRY STANDARDS UNLESS OTHERWISE AGREED TO WITH OWNER.*CODE COMPLIANCE* ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PERMITS, FEES, ANDALL INSPECTIONS AND INSTALLATION PER NATIONAL ELECTRICAL CODE AND OR ALL LOCALREQUIREMENTS.*SERVICE, CIRCUIT DESIGN, PANEL & METER LOCATION(S)* ELECTRICAL CONTRACTOR IS
ELECTRICAL NOTES & SYMBOLS
ABBREVIATIONS
LAUNDRY NOTES & SYMBOLS
GL4**__FULL LITE GLASS UNIT ASSEMBLY. 4 PANEL(S) & HINGING OR SLIDING PER PLAN
ROUNDED TO NEAREST INCH. SIZES ARE APPLICABLE TO MOST WINDOW
4'-6
"
2T
4'-6
"4'
-0"
2C
4'-0
"
*WINDOW SIZES* ALL WINDOWS ARE NOTED ON FRAMING PLANS BY FRAME DIMENSIONS.
MANUFACTURERS AND CAN BE TRANSLATED TO GLASS OR SASH SIZE DESIGNATIONS.*WINDOW HEADS* SEE ELEVATIONS FOR CLARIFICATION OF WINDOW HEAD HEIGHTS.*MULLED UNITS* MULLED UNITS ARE INDICATED BY ABOVE INDICATED SYMBOL. SUPPLIERTO CHECK THAT MULLED UNITS ARE TRANSPORTABLE AND WILL SATISFY ALL WIND LOADAND DESIGN PRESSURE RATINGS REQUIRED. WINDOW WEIGHT AND INSTALLATION CONDITIONSTO BE VERIFIED WITH CONTRACTOR PRIOR TO ORDER. THE ARCHITECT SANCTIONS CHANGESAS REQUIRED TO MEET TRANSPORT/WIND/ AND INSTALLATION DEMANDS.
GL3**__FULL LITE GLASS UNIT ASSEMBLY. 3 PANEL(S) & HINGING OR SLIDING PER PLANGL2**__FULL LITE GLASS UNIT ASSEMBLY. 2 PANEL(S) & HINGING OR SLIDING PER PLAN
*MISC DOOR TYPE SYMBOLS*
GL1**__FULL LITE GLASS UNIT ASSEMBLY. 1 PANEL & HINGING PER PLAN
WINDOW NOTES
SYMBOL(2C__2 MULLED CASEMENTS)
SYMBOL(C__CASEMENT)
**PER MOST MANUFACTURERS THESE PATIO STYLE DOORS SHOW OVERALL FRAME SIZES ON PLANS
WINDOW FRAME HEIGHT
WINDOW FRAME HEIGHT
SYMBOL(2T__2 MULLED TRANSOMS)
FR___GLASS (FRENCH) DOOR UNIT
WINDOW FRAME WIDTH
WINDOW FRAME WIDTH
4'-0
"2'
-0"
C
FV____FOUNDATION VENT
*INTERIOR DOOR TYPE SYMBOLS*
PKP___POCKET PAIR DOOR UNIT
BFP___BY FOLD PAIR DOOR UNIT
BP___BY PASS DOOR UNITBP___BY PASS DOOR UNIT
PK___POCKET DOOR UNITFR___FRENCH GLASS HINGED PAIR DOOR UNIT
BF___BY FOLD DOOR UNIT
H____HINGED DOOR UNITHP___HINGED PAIR DOOR UNIT
FDA___EXTERIOR FRONT DOOR ASSEMBLY (ACTUAL DOOR ASSEMBLY TOSELECTED BY CATALOGUE WITH OWNER)
*EXTERIOR DOOR TYPE SYMBOLS*
HGL__HALF LITE GLASS UNIT ASSEMBLY. PANEL(S) & HINGING PER PLANXH___EXTERIOR (UTILITY) NSULATED STEEL OR FIBERGLASS UNIT
*DOOR SIZES* ALL DOORS ARE NOTED ON FRAMING PLANS BY INDUSTRY STANDARDNOMINAL DOOR SIZES.
DOORS/WINDOWS/OPENINGS
*DOOR LOCATIONS* CRITICAL DOOR LOCATIONS ARE DIMENSIONED ON PLAN. OTHER DOORSTO BE CENTERED BY FRAMING CONTRACTOR PER STANDARD PRACTICE.
DOOR NOTESNOMINAL DOOR HEIGHT
SYMBOL(H__INTERIOR HINGED)
NOMINAL DOOR WIDTH
H
2'-8
"6'
-8"
FPO____PREFAB FIREPLACE FRAME OPENING (CONFIRM WITH MODEL/MANUFACTURER)
LR
*WINDOW TYPE SYMBOLS*
SYMBOL(LR__LOUVER RECTANGULAR)
CCO____COLUMN CASED OPENING
RCO____RECTANGULAR CASED OPENINGACO____ARCHED CASED OPENING
MO____MASONRY OPENING (NOT ALWAYS SPECIFICALLY SHOWN)
*OPENING SIZES* WIDTH & HEIGTH DIMENSION ARE OVERALL FRAME SIZES UNLESS OTHERWISENOTED. LOUVERS MAY BE ADJUSTED WITHIN REASON TO STOCK SIZES. LOUVERS ARE NOT CALCULATED
OPENING HEIGHT2'-0
"4'
-0"
OPENING WIDTH
LOUVERS & VENTS
*WINDOW SPECIFICATIONS* UNLESS NOTED WINDOW MANUFACTURER AND ALL
HC___HALF CIRCLE ACCENT WINDOW_SEE ELEVATION FOR LEG HT IF APPLICABLEAR___SEGMENTED ARCH WINDOW-SEE ELEVATION FOR LEG HTTR__TRAPEZOIDAL ACCENT WINDOWPNT__PENTAGON ACCENT WINDOW
SPECIFICATIONS TO BE CONFIRMED WITH OWNER AND OR CONTRACTOR, INCLUDINGCONSTRUCTION, GLAZING, GRILLS, AND HARDWARE OPTIONS.*EGRESS UNITS* SUPPLIER TO CONFIRM THAT REQUIRED EGRESS UNITS ARE CODECOMPLIANT.*TEMPERED UNITS* SUPPLIER TO CONFIRM THAT ALL REQUIRED TEMPERED GLAZING ISINCLUDED IN WINDOW PACKAGE PER REQUIREMENTS OF CODE SECTION 308.*JAMB EXTENSIONS* SUPPLIER TO CHECK PLANS FOR ALL 2X6 EXTERIOR WALLSREQUIRING JAMB EXTENSIONS.
*OPENING SIZES* WIDTH & HEIGTH DIMENSION ARE FRAME OPENINGS UNLESS OTHERWISENOTED.
OPENING NOTES
CO SYMBOL(CO__CASED OPENING)
OPENING HEIGHT2'-0
"4'
-0"
OPENING WIDTH
RO____RECTANGULAR OPENING (NO CASING)
LR___LOUVER_RECTANGULAR
AO____ARCHED OPENING (NO CASING)
P____FIXED PICTURE UNITT____TRANSOM (FIXED)
C____CASEMENTA____AWNING
DH___DOUBLE HUNGCR___CIRCLE ACCENT WINDOWOV___OVAL ACCENT WINDOWOCT__OCTOGON ACCENT WINDOW
*DOOR STYLES & PRODUCT SELECTIONS* UNLESS SPECIFICALLY NOTED ALL DOORS TO BESELECTED BY OWNER AND OR CONTRACTOR.
CRA___CRAWL SPACE ACCESS DOOR UNITAA___ATTIC ACCESS DOOR UNIT
G____OVERHEAD OPENING STANDARD GARAGE DOOR
KITCHEN NOTES & SYMBOLS
BATHROOM NOTES & SYMBOLS
BUILT-IN & MILLWORK NOTES & SYMBOLS
BUILDING PLANNING SUMMARY-CODE REFERENCE- ALL WORK IN THIS PROJECT IS GOVERENED BY THE NORTH CAROLINA RESIDENTIALCODE AND THE 2002 INTERNATIONAL RESIDENTIAL CODE EFFECTIVE JANUARY 1, 2003.-CODE SUMMARY- THIS SUMMARY HIGHLIGHTS IMPORTANT AND COMMON PLANNING AND SAFETYCOMPLIANCE ISSUES. ITEMS IN QUESTION NEED TO BE REFERENCED DIRECTLY TO THE CODE ANDOR THE LOCAL CODE ENFORCEMENT OFFICER.-COMPLIANCE RESPONSIBILITY-ALL CONTRACTORS ARE RESPONSIBLE FOR ALL CODES GOVERNINGTHEIR WORK AS WELL AS ALL ATTENDING PERMITS, FEES, AND INSPECTIONS.
R305 CEILING HEIGHT
R303 LIGHT, VENTILATION & HEATING
BUILDING PLANNING SUMMARY
LOW VOLTAGE (LIGHTS) SWITCH (TRANSFORMERS AS REQ'D)
DIMMER SWITCHFAN SWITCH_LIGHT FAN/VARIABLE SPEED AS SELECTED
KEY SWITCH
LANDSCAPE FLOOD LIGHTING
SURFACE CEILING MOUNT
RECESSED CEILING OR SOFFIT MOUNT
LANDSCAPE POST LAMP
LANDSCAPE LOW VOLTAGE
WALL MOUNT
RECESSED LIGHT (SPECIAL AS SELECTED)
DISPOSAL
DRYER
WASHING MACHINE
OVEN
PIPED GAS LINE
KITCHEN EXHAUST FAN (LIGHT)
GARAGE DOOR OPERATOR/LIGHT
KITCHEN EXHAUST FAN VENTED VERTICALLY
KITCHEN EXHAUST ENTED TO FLOOR BELOW
BATH EXHAUST FAN
BATH EXHAUST FAN/LIGHT
RIGID INSULATION
SHEETROCK
LOAD BEARING SQUARE COLUMN
NON LOAD BEARING SQUARE COLUMN
FINISH OR TRIM WOOD
BRICK
STONE
CONCRETE BLOCK
CONCRETE
GRAVEL
POINT LOAD (ANY REQUIRED ACTION IS NOTED)
EARTH FILL
UNDISTURBED EARTH
BATT OR BLOWN INSULATION
METAL ROOFING_SEAM TYPE AS NOTEDMATERIAL & COLOR AS SELECTED
WALL APPLIED SHINGLE SIDING_WOOD, CEMENT OR VINYL AS NOTED
WALL APPLIED SIDING_BEVEL OR CLAPBOARD STYLEWOOD, CEMENTITIOUS OR VINYL AS NOTED
WALL APPLIED SIDING_VERTICAL BOARD & BATTENWOOD, CEMENTITIOUS OR VINYL AS NOTED
WALL APPLIED SIDING_VERTICAL STYLET&G WOOD, CHANNEL WOOD OR SHEET PRODUCT AS NOTED
BRICK ACCENT ROWLOCK, SOLDIER, JACK ARCHSIZE & GEOMETRY AS NOTED
BRICK_STANDARD RUNNING BONDBRICK SIZE AS SELECTED
STONE WALL VENEER_SIZE, THICKNESS, PATTERN AS SELECTED
STUCCO_PARGE ON BLOCK, HARDCOAT ON WOOD FRAMEOR EIFS AS NOTED. COLOR & TEXTURE AS SELECTED
BRICK FLOORING_SIZE & PATTERN AS SELECTED
UNIT CONCRETE PAVERS_SIZE & PATTERN AS SELECTED
STONE FLOORING_SIZE & PATTERN AS SELECTED
HARDWOOD FLOORING (NOT ALWAYS SHOWN)
TILE OR HARD SURFACE_ AS SELECTED
TILE OR HARD SURFACE_ AS SELECTED
TILE OR HARD SURFACE_ AS SELECTED
ROOF SHINGLES_ASPHALTIC OR WOOD AS NOTED
NON LOAD BEARING ROUND COLUMN
LOAD BEARING ROUND COLUMN
STANDARD SINGLE JOIST OR RAFTER
FLUSH WOOD BEAM AS SIZED
STANDARD DOUBLE JOIST OR HEADER
ALL WALLS DRAWN IN PLANS ARE DRAWN PER STRUCTURAL THICKNESSWITYHOUT ANY INTERIOR FINISHES OR SHEATHING
STEEL BEAM AS SIZED
POURED CONCRETE AND STONE VENEER
POURED CONCRETE AND BRICK VENEER
LOW, HALF, OR 2X4 PLATE ONLY FRAME WALL
CONCRETE BLOCK
POURED CONCRETE
DROP WOOD BEAM OR HEADER AS SIZED
INTERIOR FULL HT FRAME WALL
SOUND INSULATED INTERIOR FULL HT FRAME WALL
EXTERIOR 2X4 FRAME WALL
EXTERIOR 2X6 FRAME WALL
EXTERIOR 2X4 FRAME WALL WITH BRICK VENEER
EXTERIOR 2X4 FRAME WALL WITH STONE VENEER
CONCRETE BLOCK AND BRICK VENEER
CONCRETE BLOCK AND STONE VENEER
EXPOSED AND TRIMMED DROP BEAM
LOAD BEARING SQUARE COLUMN
-REQUIRED LOCATIONS-IN ALL SLEEPING ROOMS, IN THE IMMEDIATE VICINITY OUTSIDE ALLSLEEPING AREAS, AND ON EACH STORY WITHIN THE DWELLING EXCEPTING CRAWL AND ATTIC SPACES-ALL SMOKE ALARMS SHALL BE INTERCONNECTED, AND DIRECT WIRED WITH BATTERY BACKUP INALL NEW CONSTRUCTION.
-PRIMARY EXIT DOOR MUST BE HINGES TYPE WITH MIN 3'W AND 6'-8" HT- ALL INTERIOR EGRESS DOORS AND MIN 1 EXTERIOR EGRESS DOOR SHALL BE READILYOPENABLE FROM THE INSIDE WITHOUT KEY, EFFORT, OR SPECIAL KNOWLEDGE.-HALLWAYS SHALL BE A MINIMUM OF 3' WIDE
-WATER CLOSET CENTERLINES MUST BE A MIN 15" FROM ADJACENT WALL OR FIXTURE
SAFETY GLAZING IS REQUIRED IN THE FOLLOWING LOCATIONS & SITUATIONS-INGRESS & EGRESS DOOR ASSEMBLIES-SIDELIGHTS OR OTHER GLAZING ADJACENT TO A DOOR WITHIN 24" OD F THE LATCHSET SIDEOF THE DOOR AND LESS THAN 60" ABOVE THE FLOOR
-FIXED, SLIDING & HINGED PATIO DOORS-STORM DOORS-UNFRAMED SWINGING DOORS-ALL BATHROOM ENCLOSURE DOORS (SHOWER, WHIRLPOOL, HOT TUB, STEAM RM ETC)-ALL WINDOW GLAZING LOWER THAN 60" ABOVE DRAIN ANY STANDING OR WALKING SURFACE-INDIVIDUAL GLASS PANELS GREATER THAN 9 SF AND LESS THAN 18" ABVE THE FLOOR ANDWITH TOP EDGE MORE THAN 36" ABOVE THE FLOOR AND WITHIN 36" HORIZONTALLY OFWALKING SURFACES.-GLAZED RAILINGS-GLAZING IN STAIR LANDINGS AND WITHIN 60" HORIZONTALLY AT TOP & BOTTOM OF STAIRS WITHIN THE DIRECTION OF TRAVEL, AND WITHIN 60" VERTICALLY OF THE WALKING SURFACE.
-BASEMENTS WITH HABITABLE SPACE AND ALL SLEEPING ROOMS SHALL HAVE AT LEAST ONEEMERGENCY EXIT OR EXTERIOR DOOR OPENING FOR EMERGENCY ESCAPE. OPENINGS SILL HTSCANNOT EXCEED 44". MIN CLEAR OPENING AREA IS 4 SF WITHMIN HT OF 22" AND MIN WIDTHOF 20". MIN GLASS AREA AT GROUND LEVEL IS 5 SF, AND MIN GLASS AREA AT UPPER STORYIS 5.7 SF.
COMMUNICATION DEVICE(KNOCKER, CHIME, INTERCOM PACKAGE AS SELECTED)
AFF___ABOVE FINISH FLOORCL___CENTERLINEFFE___FINISH FLOOR ELEVATIONK____KIP (1 THOUSAND LBS)OC___ON CENTERLF___LINEAL FTPL___POINT LOADPLF___POUNDS PER LINEAL FTSI___SQUARE INCHSF___SQUARE FT
GENERAL MATERIALSBRK___BRICKCONC___CONCRETECONCBLK___CONCRETE BLOCKJST___JOISTCEIL JST__CEILING JOISTPCONC___POURED CONCRETEMAS___MASONRYRAF___RAFTER
CUSTOM LAV (S) & VANITYSIZE & CONFIGURATION AS DRAWN
FURNITURE GRADE VANITY CABINETWITH DROP IN SINK
RAILING (OVER THE POST TYPE)
CUSTOM DROP IN TUB CONSTRUCTIONSIZE & CONFIGURATION AS DRAWN-TUB AS SELECTED
STANDARD 30"W 4 BURNER DROP IN COOKTOP
STANDARD SIZE SHOWER BASES (MAJESTIC)36X36 42X42 36X6036X42 42X4836X48 32X60
PEDESTAL SINK
STANDARD SIZE CORNER SHOWER BASES (MAJESTIC)42X42 (21"LEG)48X48 (28"LEG)
WATER CLOSET
STANDARD SIZE TUB/ SHOWER30X60 SINGLE PIECE FIBERGLASS30X60 CAST IRON TUB WITH TILE WALL SURROUND
CUSTOM GRADE RANGE OR COOKTOP
STANDARD ONE PIECE GARDEN TUB36X60 CUTURED MARBLE42X60 CULTURED MARBLE42X73 CULTURED MARBLE
CUSTOM SHOWERSIZE & CONFIGURATION AS DRAWNSHOWER HEAD(S)& VALVE LOCATION(S)
BUILT IN BASE CABINETRY
STANDARD 30"W 4 BURNER RANGE
STANDARD SINGLE BOWL PREP OR BAR SINK
DISHWASHER24W X 34H
SPECIAL PREP OR BAR SINK
DOUBLE BOWL SINK
RAILING (POST TO POST TYPE)
OWNER PROVIDED FURNITURE
BUILT IN WALL CABINETRY
BUILT IN BASE CABINETRY
WALL MOUNT IRONING BD
HANG ROD
REFRIGERATORSIZE SELECTION AS DRAWN
STANDARD WASHER & DRYERSPACE ALLOWDED 5'W X 2'-6"D
UNDERCOUNTER TYPE WASHER & DRYERSPACE ALLOWDED 5'W X 2'-6"D
STACK STYLE WASHER & DRYERSPACE ALLOWED 2'-6"W X 2'-0"D
BUILT IN WALL CABINETRY
BUILT-IN TALL CABINETRY (INC WALL OVENS)
IN ROOF VENTILATION AND MAY THEREFORE BE FUNCTIONAL OR NOT.
-GARAGES REQUIRE SEPARATION FROM THE RESIDENCE AND ANY ATTIC SPACES WITH A MINOF 1/2" SHEETROCK APPLIED TO THE GARAGE SIDE-GARAGE TO HOUSE DOORS MUST BE SOLID WOOD, STEEL, OR HAVE A 20 MIN RATING.-GARAGE SLABS MUST BE PITCHED TOWARD DOOR AT MIN 1/8" PER FT SLOPE
ROOF ZONE 1ROOF ZONE 2ROOF ZONE 3WALL ZONE 4WALL ZONE 5
R301 UNIVERSAL DESIGN CRITERIA
TYPICAL FRAME FLOORS 15PSFFRAME FLOORS WITH HEAVY TILE OR STONE FLOORING 20 PSFROOF WITH ARCHITECTURAL ASPHALTIC SHINGLES OR METAL 10 PSFROOF WITH HEAVY DUTY COVERING (SEE ROOF PLAN)FRAME WALLS_EXTERIOR WITH SIDING 12 PSFFRAME WALLS _EXTERIOR WITH BRICK 50 PSFFRAME WALLS_INTERIOR 8PSF
DEAD LOADS USED IN STRUCTURAL CALCULATION UNLESS OTHERWISE NOTED
LIVE LOADS USED IN STRUCTURAL CALCULATION UNLESS OTHERWISE NOTEDEXTERIOR CANTILEVER BALCONIES 60 PSFDECKS 40 PSFPASSENGER VEHICLE GARAGES 50 PSFATTICS WITHOUT STORAGE (LOW SLOPE ROOF) 10PSFATTICS WITH STORAGE 20 PSFROOMS OTHER THAN SLEEPING ROOMS 40 PSFSLEEPING ROOMS 30 PSFSTAIRS 50 PSFGUARDRAILS & HANDRAILS 200# SINGLE POINT LOAD
DEFLECTION MAXIMUMSRAFTERS (HIGH SLOPE AND UNFINISHED) L/180RAFTERS (LOW SLOPE OR FINISHED) L/240FLOORS L360FLOORS WITH SPANS OVER 20' L/480STRUCTURAL MEMBERS L /240MASONRY SUPPORT L/600
WALLS-EXTERIOR WITH BRITTLE FINISHES H/240WALLS -EXTERIOR WITH FLEXIBLE FINISHES H/180INTERIOR PARTITIONS H/180
-ALL HABITABLE ROOMS REQUIRE GLAZING MIN OF 8% OF FLOOR AREA-BATHROOMS REQUIRE EITHER 3 SF OF GLAZING WITH MIN 1.5 SF OPERABLE ORMECHANICAL VENTILATION OF MIN 50 CFM
-MIN CEILING HT IS 7'-SLOPED CEILING SPACES MAY HAVE NO MORE THAN 50% OF THE TOTAL ARELESS THAN 7'
R301 PROJECT SPECIFIC DESIGN CRITERIA
ZONE DEFINITIONS FOR COMPONENTS & CLADDING-FIGURE R301.2(8)
2
3
3HIP
2
1
GABLE
1
1
111
WALL
333
333
2
22
2
2 2 222
2
2
2
22
2 55
54
COMPONENT & CLADDING LOADS (R301.2(2))
EXPOSURE ZONE DESIGN PRESSURE UPLIFT FORCE
5
STANDARD SINGLE LAV & VANITY22"D X 31"H or 36"H
STANDARD DBL LAV & VANITY22"D X 31"H or 36"H
TERMITE DESIGN CATAGORY (R301.2(6)) MODERATE TO HEAVY
DESIGN TEMPERATURE (R301.2(1)ICC 18degFSEISMIC CATAGORY (R301.2(2) B
WEATHERING DESIGN CATAGORY MODERATE
DECAY DESIGN CATAGORY((R301.2(7)) SLIGHT TO MODERATE
SNOW LOAD (R301.2(5) 20PSFFROST LINE DEPTH 12"
PROJECT: REITZ RESIDENCELOCATION: NEWPORT, NORTH CAROLINA
DESIGN WIND SPEED(3 SECOND GUST) (R 301.2(4)) 130 MPH
SOIL CATAGORIES(S)(R401.4.1)(ASSUMED) MED DENSE SANDPRESUMPTIVE SOIL BEARING 1500 PSF
MAXIMUM MEAN ROOF HT 26
WIND EXPOSURE CATAGORY(R301.2.1.4) C
EXPOSURE ADJUSTMENT COEFFICIENT(R301.2(2) 1.36
37.8 PSF37.8 PSF37.8 PSF41.3 PSF41.3 PSF
-41.3 PSF-48.4 PSF-48.4 PSF-44.8 PSF-55.3 PSF
DESIGN PRESSURE RATING FOR ALL EXTERIOR DOORS & WINDOWS(R301.2(4) DP45ALL UNITS MUST BEAR LABEL COMPLYING WITH AAMA/NWWDA 101/I.S.2
INSULATION REQUIREMENTS AS CALCULATED WITH RESCHECK VERS 1.36.LISTED VALUES RESULT IN ENERGY CALLS BEING 10.4% BETTER THAN
MIN CODE REQUIREMENT. (RESCHECK UNDER SEPARATE COVER)
REQ'D
R-30R-7NANAR-13MAX U=0.36MAX U=0.36MAX U=0.35MAX U=0.54MAX U=0.37R-30
COMPONENT
FRAME FLOORS OVER UNCONDITIONED SPACECRAWL SPACE WALLS
EXTERIOR LOWER LEVEL FRAME WALLSSLAB PERIMETER
ALL OTHER EXTERIOR WALLSWINDOW GLAZING
DOOR GLAZINGOPAQUE DOORS (INSULATED)
OPAQUE DOORS (WOOD)SKYLIGHTS
**FLAT & ANY CATHEDRAL CEILINGS
A-1.3
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DATE &PHASE
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SHEET No.
STEP
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CLU
GG
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Arc
hite
ct,
3101
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rchi
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. , R
alei
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2760
7 P
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LAN
2. 2
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004
PRE
CO
NST
RUC
TION
SET
3. 2
/26/
2004
PER
MIT
& C
ON
STRU
CTIO
N S
ET4. 5.
7'-0"
7'-0"
171'-11 1/2"
181'-4"
4,193.10 sq ft
404 WE
TLAND
S
CALL
ED SE
A TRA
CE O
N STR
EET S
IGNS
W
W
W
W
WWW
WW
W
W
W
W
WW
WW W
WW
W
W
W
W
7
12
8
9
10
11
INV. IN
= 1.5'
(18" R
CP)
MARS
H
3
4
5
6
3
2
4
4
78
9
GR
AVEL DR
IVE
59
12
87
67
6
8
RIPRA
P
5
9
6
10
10
11
D
D
D
D
D
D
D
D
E.I.P.
P.P.
C/L
"B"
"A" TO
"B": A
LONG
MEAN
HIGH
WAT
ER LIN
E
E.I.P.
SAME
AS CA
MA W
ETLA
ND LIN
E
MYRT
LE DR
IVE (4
0' R/W
)
B O G
U E S
O U N
D
P.P.
EDGE
RIP
RAP
EDGE
GRAV
EL DR
IVE
"A"
E
E
E
E
E
15
369.98'
S 0357'57"W375.14'
N 852
7'33"E
204.29
'
S 77
19'3
8"W
59.41
'
S 850
3'50"W
64.43
'
N 824
3'13"W27.
41'
324.83'
N 0358'00"E353.28'
N 6832'55"W
56.72'
FLOO
D ZO
NE B
FLO
OD
ZONE
A7
(EL.
8')
FLOO
D ZON
E A7 (
EL. 8
')
FLOO
D ZON
E V8 (
EL. 1
0')
FLOO
D ZO
NE C
FLO
OD
ZONE
B
REF.: M.B. 5, PG. 57
NSET BACK DATA-JURISDICTION OFCARTARET COUNTY 1-252-728-8497ZONED R-20FRONT-30'SIDES-10'REAR-30'
BUILDING LINE
BUILDING LINE
75' AEC LINE
30' CAMA LINE
TOTAL AREA TO 75' AEC LINE=15,584.96 SFPERMITED AREA TO BUILD ON=X.30=4675.49 SFAREA USED =775 SF
BUILD
ING LIN
E
BUILD
ING LIN
E
SITE PLANSCALE_1"=2O' A-2.1
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ARC
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siden
tial
DATE &PHASE
PROJECT
SHEET No.
STEP
HEN
CLU
GG
ISH,
Arc
hite
ct,
3101
Chu
rchi
ll Rd
. , R
alei
gh, N
.C.
2760
7 P
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X: 9
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, CA
RTA
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UNTY
1. 1
2/11
/200
4 SI
TE P
LAN
2. 2
/8/2
004
PRE
CO
NST
RUC
TION
SET
3. 2
/26/
2004
PER
MIT
& C
ON
STRU
CTIO
N S
ET4. 5.
36'-8"
17'-5
"8'
-11"
18'-6"
15'-9 3/8" (BY TRIG)
9'-6" 16'-3 1
/2"
8'-8"
15'-9 3/8" (BY TRIG)
27'-4"
37'-7"
3'-0"
11'-0 1
/2"
10'-6 1
/2"
16'-9 1
/2"
5'-9"
4'-6 1/2"
2 1/2"
12'-4"
7 1/2"
15'-2 1/4"(BY TRIG)
47'-8
1/2"
15'-2
1/4"
(BY
TRIG
)
15'-2
1/4"
(BT T
RIG)
17'-4
"
31'-4
"
17'-4
"
28'-11"
24'-4"
24'-4"
36'-8"
27'-4
"
27'-4"
53'-4"
15'-2 1/4"(BY
TRIG
)
59'-11"
22.5
30
22.5
30
120135
135
DOTTED LINE IS OUTSIDE OF FOUNDATION WALL,FLOOR DECK AND WALL FRAMING ABOVE
SOLID LINE IS 3" OFFSET TO LINE OF BOLT CENTERLINES
BAR BOLTS TO BONDBEAM AROUND PORCH
DIMENSION CONTROL &BAR/BOLT LAYOUT
A-2.2
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ARC
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CTU
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tial
DATE &PHASE
PROJECT
SHEET No.
STEP
HEN
CLU
GG
ISH,
Arc
hite
ct,
3101
Chu
rchi
ll Rd
. , R
alei
gh, N
.C.
2760
7 P
HON
E/FA
X: 9
19-5
10-9
477
WEB
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17 a
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UNTY
1. 1
2/11
/200
4 SI
TE P
LAN
2. 2
/8/2
004
PRE
CO
NST
RUC
TION
SET
3. 2
/26/
2004
PER
MIT
& C
ON
STRU
CTIO
N S
ET4. 5.
CRA
4'3'
MO6'
3'-4"
MO
6'3'-4
"
CRA
4'3'
MO
3'-4"
6'
5'-4"
5'-4
"
6'-8
"
3'-7"
1'-7
" VER
IFY
3'-4"1 1/2
"
5'-2 1/2"
3'-4
"
2"
9.5"
VER
IFY
1'-9 1/2"
1'-6
"7'
-4"
5'-2 1/2"
8'-8"
14'-6
"8'
-8"
16'-0"
5'-2 1/2"
15'-8"
5'-2 1
/2"
9'-5"
8'-2
"
11 '-3 1
/2"
14'-1
0 1/2"
11'-8"
1'-0
"
4' -9"
7'-8"
1' -2"
5'-4
"
2'-4
"
10'-1
"
11'-2"
4'-9"
18'-0" 2'-0"
3'-8"
24'-1
0"
6'-6"
7'-0"
11'-8"
7'-0"
11'-8
"
2'-0"
1'-4"
3'-4"
6'-6"
6'-7"
6'-7"
2'-0"
1 1/2"
7'-5"
18'-6" 5'-9"
12'-4"
7'-9 1/2"6'-
6"
10'-5"
2'-9
"
2'-9"
7'-6"
11'-0 1
/2"
11'-2"
7'-8"
3'-7"
5'-9
1/2
"5'
-9 1
/2"
9'-0"
7'-0"
11'-2"
8'-9 1/2"
11'-8"
8'-0"7'-0
"
11'-2
"
2'-4
"10
'-0"
2'-0
"
2'-0
"19
'-4"
2'-0"
3'-6
"
8'-3"8'-0"
1'-4
"
3' -5"
8'-0 1/2
"
7'-0"
8'-0 1/2"
16'-9 1
/2"
9'-8"
2"
2"
28'-0
"15'-8"
7'-8"
2'-0"
2'-0"
22'-4"
8'-0
1/2
"
14'-0
"
3'-7 1/2"
9"
3' -71/2"
7'-0"
16'-8"
3' -7 1/2"
8"
8'-0
1/2"
3'-8"
22'-4 1/2"
7'-4
"
10'-0
"
19'-4"
13'-1"
11'-4"
5'-0"
5'-0
"
1'-1"
6'-0"
8'-8"
2'-0"
26'-3"
23'-0"
30'-4"
3'-7
1/2"
3'-7 1/2
"
6'-0
1/2
"
7'-6 1/2"
3'-7 1/2"
18'-4"2'-8"
20'-0
"
5'-2"
3'-4"
3'-2
"5'
-0"
3'-4
"
8'-4"8'-0"
8'-0
"
2'-8
"
2'-0"
6'-6
"
2 1/2"
8'-1
1"
9'-6"
7 1/2"
1'-4"
18'-1
0"
14'-0
"
13'-6
"
15'-2
1/2
"
9.5"
VER
IFY
1'-7
" VER
IFY
4" BLOCK SUPPORT FORSTEEL ANGLE
SLAB & STEEL DECK(5")
10" STEEL BEAM
BLOCK WALL
2" VENEER
SET STRUCTURE FOR 4" DROP-RAMP UP CONCRETE POUR ONLY TOBREAKFAST BAY WALL
STEEL ANGLE
FIN FLOOR
2" FLAGSTONE
SLAB & STEEL DECK(5")
10" STEEL BEAM
DECK & FLAGSTONE ARE FLUSH
FIN FLOOR
2" FLAGSTONE
SCREEN PORCH NOM 2"BELOW FIN FL.PITCH CONC TO DRAIN
HOUSE WALL CONSTRUCTION
BLOCK WALL
4" BLOCK ANGLESUPPORT
4" BLOCK ANGLESUPPORT
8" PILASTER SUPPORTFOR STEEL BEAMS
4" BLOCK ANGLESUPPORT
HOUSE WALL CONSTRUCTION
OPEN DECK NOM 4"BELOW FIN FL
CONTINUOUS FOOTINGS
PIER TYPE 1
PIER TYPE 3
*THIS FOUNDATION SYSTEM IS SEALED AND DOES NOT REQUIRE VENTS. AIR CHANGESARE ACCOMPLISHED USING THE HVAC SYSTEM
PIER TYPE 3
STEEL DECK
PIER TYPE 1
PIER T
YPE 2
FOUNDATION LAYOUT*DIMENSIONS ARE TYPICALLY TO OUTSIDE FACE OF FOUNDATION WALLS*WALL THICKNESS MAY VARY AND ARE NOT USED FOR RUNNING DIMENSIONS*PIER LOCATIONS ARE DIMENSIONED TO CENTER POINT
LAYOUT
*TYPE 2 PIER FTG TO BE 40" X 40" X 10" DEEP WITH 4#4 BAR EACHWAY MIN 3" ABOVE BOTTOM OF FTG.
PIER TYPE 1
PIER T
YPE 1
PIER T
YPE 2
PIER TYPE 3
PIER TYPE 1
PIER T
YPE 2
PIER T
YPE 1
BIG PIER3'X6' FTG
PIER TYPE 1
PIER TYPE 1
PIER TYPE 3
VENTILATION
CONCRETE BLOCK FOUNDATION*10" CONCRETE BLOCK BELOW MASONRYVENEER LOCATIONS TO FINISH GRADE ELEVATION*8" CONCRETE BLOCK WITH NOMINAL 2" MASONRYVENEER.*8" CONCRETE BLOCK-NO VENEER*4" CONCRETE BLOCK WITH NOMINAL 2" MASONRYVENEER.
PIER TYPES
*TYPICAL FOOTING SATISFYING MAXIMUM LOADING CONDITION THIS PROJECT BASEDON 1500 PSF SOIL BEARING CAPACITY REQUIRES WIDTH OF 24" X MIN FOOTINGDEPTH OF 10" WITH 3-#4 REBAR CONTINUOUS
*TYPE 1 PIER FTG TO BE 32" X 32" X 10" DEEP WITH 3#4 BAR EACHWAY MIN 3" ABOVE BOTTOM OF FTG.
PIER TYPES FOOTINGS
*TYPE 3 PIER FTG TO BE 32" X 32" X 10" DEEP WITH 3#4 BAR EACHWAY MIN 3" ABOVE BOTTOM OF FTG.***TYPE 3 PIERS EXTEND TO BOT OF JOISTS
*TYPICAL PIER_ 16" X 16" CONCRETE BLOCK WITH TOP 8"EITHER FILLED SOLID OR SOLID BRICK OR BLOCK. MAX HTFOR HOLLOW PIERS IS 5'-4". IF FILLED SOLID PIERS MAX HTIS 13'-4". ***PIER TYPE 3 EXTENDS TO BOTTOM OF JOISTS.*HALF PIER 16" X 8" CONCRETE BLOCK WITH TOP 8" EITHER FILLEDSOLID OR SOLID BRICK OR BLOCK. ENGAGED HALF PIERS MAY BE ASHIGH AS WALL. FREESTANDING PIERS LIMITED TO MAX 2'-8" IN HEIGHT.
PIER T
YPE 3
PI ER TYPE 1
PIER T
YPE 3
PIER T
YPE 3
PIER T
YPE 1
(2) PIER TYPE 1
PIER TYPE 2PIE
R TYP
E 1
SEE WS 6
SEE WS 5
A-2.3
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ARC
HITE
CTU
REre
siden
tial
DATE &PHASE
PROJECT
SHEET No.
STEP
HEN
CLU
GG
ISH,
Arc
hite
ct,
3101
Chu
rchi
ll Rd
. , R
alei
gh, N
.C.
2760
7 P
HON
E/FA
X: 9
19-5
10-9
477
WEB
: ww
w.re
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tiala
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tect
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net E
MA
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resid
entia
larc
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REITZ
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17 a
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TRA
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& H
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NE
MO
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TO
WN
SHIP
, CA
RTA
RET
CO
UNTY
1. 1
2/11
/200
4 SI
TE P
LAN
2. 2
/8/2
004
PRE
CO
NST
RUC
TION
SET
3. 2
/26/
2004
PER
MIT
& C
ON
STRU
CTIO
N S
ET4. 5.
CRA
4'3'
MO6'
3'-4"
MO
6'3'-4
"
CRA
4'3'
MO
3'-4"
6'
1'-7
" VER
IFY
2"
9.5"
VER
IFY
5'-0" 5'-4"
5'-0"
4'-6 1/2"
5'-0
"5'
-0"
4'-8"
4'-8"
4'-8"
2'-4
"
9.5"
VER
IFY
1'-7
" VER
IFY
1 OF 4
3.5"
STEE
L POS
TS FR
OM
SOL ID
PIER
TO BO
TTOM
FLAN
GE.
(NO WO
OD)
6X6 BO
T PLA
TE AN
D 4X
6 TOP
PLAT
E
L5X3.5 STEEL ANGLEOR 4" BLK WALL FORSTEEL DECK SUPPORT
4" BLOCK SUPPORT FORSTEEL ANGLE
SLAB & STEEL DECK(5")
10" STEEL BEAM
BLOCK WALL
2" VENEER
SET STRUCTURE FOR 4" DROP-RAMP UP CONCRETE POUR ONLY TOBREAKFAST BAY WALL
STEEL ANGLE
FIN FLOOR
2" FLAGSTONE
SLAB & STEEL DECK(5")
10" STEEL BEAM
DECK & FLAGSTONE ARE FLUSH
FIN FLOOR
ANGLED BLOCK WALL TO EXTEND TOUNDERSIDE OF STEEL DECK
DECK & SLAB MUST EXTEND OVER FIREPLACEAREA TO SUPPORT ISOKERN FIREPLACE ABOVE
2" FLAGSTONE
SCREEN PORCH NOM 2"BELOW FIN FL.PITCH CONC TO DRAIN
HOUSE WALL CONSTRUCTION
BLOCK WALL
4" BLOCK ANGLESUPPORT
4" BLOCK ANGLESUPPORT
8" PILASTER SUPPORTFOR STEEL BEAMS
4" BLOCK ANGLESUPPORT
HOUSE WALL CONSTRUCTION
OPEN DECK NOM 4"BELOW FIN FL
STEEL DECK
*DROP GIRDER_2 LVL 'S AS NOTED
DROP
GIR
DER
2-11
.875
LVL
DBL
JST
PIER TYPE 1
W 10X17 DROP STEEL
PIER TYPE 3
DROP GIRDER
2-11.875 LVL
2X10
PT BO
LTED/F
LASH
ED LE
DGER
STEE
L DEC
KDR
OP GI
RDER
2-11.8
75 LV
L
DROP GIRDER
2-11.875 LVL
2X10 PT BOLTED/FLASHED LEDGER
*14" ENGINEERED JSTS @ 16" OC OR AS NOTED
2X10
PT BO
LTED/
FLAS
HED L
EDGE
R
PLATE & ANCHORS
*DOOR TO FOLLOW MINIMUM REQUIREMENTS PER CODE SECTION R408.3*DOOR AS SIZED AND LOCATED MAY BE FIELD ALTERED AS/IF REQUIRED PROVIDEDCODE MINIMUMS ARE MET
VENTILATION
CRAWL SPACE FRAMING
DROP
GIR
DER
2-11
.875
LVL
DROP
GIR
DER
2-11
.875
LVL
GIRDERS
PIER TYPE 3
*2-2X8 PT PLATES ANCHORED AT CENTERS SPECIFIED ON FOUNDATION PLAN
STEEL DECK
2X10 PT JOISTS @16
LOAD VERIFIED
HOLD FRAMING BACK FOR STONETO EXTEND UP & COVER BAND
OREXTEND JOISTS PAST STONE 1"
USE 1 LAYER PT PLY AS BAND WITH1 LAYER 5/8" PVC FINISH TRIM
PIER TYPE 1
STEE
L DE
CK
W 10X
1 7 DR
OP ST
EEL-T
YP
CRAWL SPACE ACCESS DOOR
PERIMETER WALL FRAMING IF REQUIRED
PIER T
YPE 2
FLOOR FRAMNG (FOR FLOOR ABOVE)
*TYPICAL EXTERIOR WALLS_ STUD GRADE 2X6'S @ 16" WITH SINGLE BOTTOM PLATE& DBL TOP PLATE
UNEXCAVATED
*THIS CRAWL SPACE TO BE SEALED AND CONDITIONED*UNLESS OTHERWISE SPECIFIED & INSTALLED BY AN INSULATION CONTRACTORTHE BELOW CONSTITUTES MIN REQUIREMENTS FOR THE SEALED CRAWL SPACE*BAND INSULATION_ R-19*FOUNDATION WALL INSULATION_RIGID R-7 INSTALLED INSIDE FROM TOP OF PLATE STO TOP OF FTG.*6 MIL POLYETHELENE(OPTIONAL REINFORCED) OVEN ENTIRE SURFACE AREA. USEPLASTIC STAKES OR GRAVEL TO HOLD POLY IN PLACE & TIGHT TO PERIMETER.
UNEXCAVATED
-4"
STRUCTURED SLAB ABOVE
DBL JST
-4"
PIER TYPE 1
PIER T
YPE 1
FRAMED DECK ABOVE
DBL JST
FLUSH JST 1-14" LVL
FLUSH JST 1-14" LVL
PIER T
YPE 2
2X10 PT BOLTED/FLASHED LEDGER2X1 0 PT JOISTS @16
PIER TYPE 3
PIER TYPE 1
PIER T
YPE 2
PIER T
YPE 1
2X10
PT
BOLT
ED/
FLAS
HED
LEDG
ER
BIG PIER3'X6' FTG
PIER TYPE 1
DROP GIRDER2-11.875 LVL
DROP GIRDER2-11.875 LVL
STRUCTURED SLAB ABOVE
DROP G
IRDER
2-11.87
5 LVL
PIER TYPE 1
DROP GIRDER
2-11.875 LVL
PIER TYPE 3
PIER T
YPE 3
-4"
UNEXCAVATED
FRAMED DECK ABOVEUNEXCAVATED
CANTI L
EVER
FLOO
R
W 10X17 DROP STEEL
GARAGE SLAB ABOVEUNEXCAVATED & FILLED
CRAWL SPACE
GARAGE SLAB ABOVE
UNEXCAVATED
UNEXCAVATED
UNEXCAVATED
FILL & PORCH SLAB ABOVE
PIER TYPE 1
PIER T
YPE 3
PIER T
YPE 3
PIER T
YPE 1
(2) PIER TYPE 1
PIER TYPE 2PIE
R TYP
E 1
-2"
-2"-2"
-2"
-2"
SEE WS 6
SEE WS 5
A-3.1
EthanRectangle
ARC
HITE
CTU
REre
siden
tial
DATE &PHASE
PROJECT
SHEET No.
STEP
HEN
CLU
GG
ISH,
Arc
hite
ct,
3101
Chu
rchi
ll Rd
. , R
alei
gh, N
.C.
2760
7 P
HON
E/FA
X: 9
19-5
10-9
477
WEB
: ww
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net E
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nfo@
resid
entia
larc
hite
ctur
e.ne
t
REITZ
RES
IDEN
CE
LOT
16&
17 a
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TRA
CE
& H
OLL
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NE
MO
REHE
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TO
WN
SHIP
, CA
RTA
RET
CO
UNTY
1. 1
2/11
/200
4 SI
TE P
LAN
2. 2
/8/2
004
PRE
CO
NST
RUC
TION
SET
3. 2
/26/
2004
PER
MIT
& C
ON
STRU
CTIO
N S
ET4. 5.
XH
2'-6"
6' -8"
G
18'
8'
H 8'2' -4
"
HGL2'-8"
6' -8"
2C
6'4'
T3'2'G
L1
6'-10"
3'
C
3'5'
H
3' 8'
2C
4' 6'
H
8'2'-4
"
2C
6'4'
2C4'6'
HP 8'3'
C
2'-6"
3'
C2'-6
"
3'
T
3' 2'
GL1
3'6'
-10"
C
5'3'
C
2'-6
"5'
-6"
T
2'-6
"2'
2T 2'4'-8" C
3'-6"4'-8"
2T 2'5'GL2 6'
-8"5'
RCO
2'-8
" 4'
FPO3'-
6"
3'-6"
C
5'-6"
2'-6"
T
2'
2'-6"
C
5'-6"2'-6"
T
2'2'-6" C
2'-6
"5'
-6"
T
2'-6
" 2'
C
3'5'
C
5'3'
C
5'-6"
2'-6"T
2'
2'-6"
C 5'-6"2
'-6"
T 2'2'-6
"
2C6'
6'
2T2'
6'
2T
5'2'
GL26'-10"
5'
SCR6'-8"
2'-8"
2C
4'6'
FPO 3'-6"3
'-6"
SCR
6'-8
"2'
-8"
ACO
2'-8
" 8'
HP
3'6'
-8"
RCO
3' 8'
T
2'2'
C
2'3'
2T
2'6'
2T
2'6'
GL2
6'6'
-10"
GL2
6'6'
-10"
H 8'2'-
4"
C
2'-6"4'
T
2'-6"2'
C
2'-6"4'
T
2'-6"2'
T
2'5'-6
"
fda
3'6'
-10"
C
2'-6"4'
T
2'-6"2'
2C
6' 6'
2T
6' 2'
ACO
8'2'-8
"
HP
4' 8'
HP
3'-4"6'-8"
RCO8'-8"
3'-6"
H
2'-4"8'
H
8'
2'-8"
H
2'-4"
8'
H
8'2' -4"
2C
5' 5'
2C
5' 5'
T
5' 2'
T
5' 2'
T
2'2'
C
2'3'
T
2'
3'
HGL3'
6'-10"
T2'
3'
C3'-6"
3'
C
2' -6"3'
G
8'
18'
2C5'
4'-6"
2T5'
2'
2T
5' 2'
2C
5' 5'
RCO
8'3'-4"
H2'-4
"8'
XH
3'6'
-8"
2DRW2'
-8" 4'
COOKTOP
CO
OK
TOP
12'-1
"
5'-10 1/2"
3'-1
"
2'-1"
4'-10"
3'-6
"
11'-2
1/2
"
3"
3'-4 1/2"6'
-0 1
/2"
6'-8
1/2
"
3'-4"11'-0"
6'-2"
2'-6
"
4'-5 1
/2"
7'-11"
1'-1
1/2
"
5'-3"
2'-4
"
2'-4"
3'-1"
5'-10"
3'-2
"
1'-2"
4'-4"
3'-4 1/2 "6'-1
"
6'-2"
4'-8 1
/2"
2'-4"
3'-1
1"
5'-11"
1'-1 1/2"
5'-10 1/2"
36'-8"
3'-10"
1'-2"
3' -0"
1'-5"
7'-8"
28'-11"
8'-8
"5'
-10"
3' -10"
14'-6
"
15'-8"
3'-8"
5'-0
"
8'-0"
9'-5"
5'-0
"
4'-4"
5'-0"
4'-6 1/2"6'-10 1/2"
2'-4
"
14'-8 "
6'-8" 4'-0"
3'-8"
4'-0"
7' -0"
11'-2 1/2"
6'-0"
22'-4 1/2"
13'-1"
22'-4"
22'-4
"
2' -0"
17'-4
"
7'-8" 8'-0"
59'-11"
4'-4"
1'-0"
10'-0
"
9'-4
"
1'-4
"
8'-0
"
8'-4"
5'-2"
8'-0"
18'-1
0"
14'-1
"
14'-1
0 1/2"
2' -61/2"
19'-4"
15'-2
1/2
"
3'-8" 5'-4" 3'-8"
6'-8
"
31'-4
" 2' -0"
12'-8"
2'-0"
4'-4" 7'-0"
20'-0
"
2'-8"
6'-6
"
3'-4"
3'-4
"
18'-4" 3'-4"
4' -4 "
4'-4"
4'-4"
2'-0"
27'-4"
24 '-4"
23'-0"
7'-0"53'-4"
19'-4
"2'-0"
2'-0
"
24'-4"
4'-4" 4'-4"
24'-1
0"
31'-4
"
24'-8
"
2'-0"5'-4"
5'-4
"2'-7" 2'-9"
16'-0"
1'-6
"
8'-3"
23'-11"
3'-6
"
1'-8
"1'
-8"
4'-8
"
47'-8
1/2"
2'-6"
5' -1"
5'-9 1/2
"
10'-2
"
12'-1
1/2
"
1'-2"
1'-10"
12'-0"
5'-9"
4' -10"4
'-6 1/2
"
10'-9"
1'-0
"
10'-10 1
/2"8'-6 1/2"
4'-9"
8' -91/2"
6' -81/2"
2' -5"
3'-3 1/2"4'-2"
1'-0
"
5 1/2"8'-4 1/2"
9"1'-1"
4'-6"3'-10 1/2"
5'-0
" 3'-2"
4' -7"
3'-2"12'-0"
2' -51/2"
4'-8 1/2"
9'-8"
6'-2"
4'-4
"
4'-10 1/2"
4'-8
1/2
"
2'-10"
11'-1
0 1/
2"
5'-4
"3'
-6"
2'-2"9'-4 1/2"
1'-1
"
2'-9 1/2"
2'-9
1/2
"
4'-3
1/2
"2'
-0"
5'-3"
3'-11 1/2"
7'-6 1/2"
9'-10
1/2"
20'-5
1/2"
5'-4
"
1'-8
1/2
"
36'-8"
9'-8"
3'-8"
5'-5
"
7'-4
1/2
"
3"
CENT
ER AL
L WIND
OWS
CENTER WINDOW
DIMEN
SIONS
SET A
T FOU
NDATI
ON
CENT
ER AL
L WIND
OWS
CENT
ER DO
OR
CENTER WINDOW
CENTER WINDOW
CENTER WINDOW
CENT
ER W
INDO
W
CENT
ER W
INDO
WCEN
TER DO
OR
*SEE NOTES & SYMBOLS SHEET FOR ALL DOOR AND WINDOW SYMBOLS*CHECK ELEVATIONS FOR ANY/ALL SPECIFIC HEAD AND SILL HEIGHTS*WIDTH (OVER) HEIGTH DIMENSIONS FOR EXTERIOR AND INTERIOR DOORS ARENOMINAL DOOR SIZES EXCEPT-*GL DOORS ARE "PATIO" TYPE GLASS EXTERIOR DOORS. WIDTH (OVER )HEIGHT AREFRAME SIZES AS PER MOST MANUFACTURERS SIZING PRACTICE.*WIDTH (OVER) HEIGHT SIZES FOR WINDOWS ARE NOMINAL FRAME SIZES.*ALL ROUGH OPENINGS TO BE CONFIRMED BY APPROPRIATE VENDORS*ALL REQUIRED TEMPERED GLASS IS TO BE INCLUDED AND IS THE RESPONSIBILITYOF THE DOOR/WINDOW VENDOR(S)
MAIN FLOOR DIMENSIONSDIMENSIONS
TYPICAL CEILING HT THIS FLOOR: 10'-1.5"
DOORS & WINDOWS
*SEE NOTES & SYMBOLS SHEET FOR ALL WALL SYMBOLS*ALL DIMENSIONS ARE TO FACE OF FRAMING*ALL DIMENSIONED WALLS ARE DRAWN PER ACTUAL 3 1/2" OR 5 1/2" WIDTH*EXTERIOR WALLS SHOW SIDING BUT ARE DIMENSIONED TO FACE OF FRAMING*DIMENSIONAL TOLERANCE IS 1/2"*DOORS NOT LOCATED BY CENTERLINE TO BE PLACED PER STANDARD PRACTICE
DIMEN
SIONS
FOR P
ORCH
CORN
ERS
SET AT
FOUN
DATIO
N
A-3.2
EthanRectangle
ARC
HITE
CTU
REre
siden
tial
DATE &PHASE
PROJECT
SHEET No.
STEP
HEN
CLU
GG
ISH,
Arc
hite
ct,
3101
Chu
rchi
ll Rd
. , R
alei
gh, N
.C.
2760
7 P
HON
E/FA
X: 9
19-5
10-9
477
WEB
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w.re
siden
tiala
rchi
tect
ure.
net E
MA
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resid
entia
larc
hite
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IDEN
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LOT
16&
17 a
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TRA
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& H
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NE
MO
REHE
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TO
WN
SHIP
, CA
RTA
RET
CO
UNTY
1. 1
2/11
/200
4 SI
TE P
LAN
2. 2
/8/2
004
PRE
CO
NST
RUC
TION
SET
3. 2
/26/
2004
PER
MIT
& C
ON
STRU
CTIO
N S
ET4. 5.
COOKTOPC
OO
KTO
P
13'-6
"
4 STUDS
2X10 LOW WALL30" HIGH
DROP FLOOR 1'-3"
RAISED CEIL IN BATH BELOWEL-11-6 AFF
4 STUDS
4 STUDS
4 STUDS
4 STUDS
DROP FLOOR 1'-3"
4 STUDS
3 CASED 2X6
3 CASED 2X6
RAISED CEIL IN MASTER SITTING BELOWEL-14'TO BOT JSTS
4 STUDS
4 STUDS
CANTILEVER JSTS
FALSE BEAM TO MATCHCASED DROP BEAMS
2X10 LOW WALL30" HIGH
2X10 LOW WALL30" HIGH
2X10 LOW WALL36"HIGH
1 OF 4
3.5"
STEE
L POS
TS FR
OM
SOL ID
PIER
TO BO
TTOM
FLAN
GE.
(NO WO
OD)
6X6 B
OT PL
ATE A
ND 4X
6 TOP
PLAT
E
DINING RM
HOME OFFICE
GARA
GE D
R HD
R 2-
20" L
VL
PARLOR
SCREENED PORCH
BEAR
ING WA
LL
DECK
DECK
TV
FAMILY RM
ENTRY PORCH
STEE
L BEA
M FLU
SH UP
_W12
X19
PANTRY
STEE
L BEA
M FLU
SH UP
_W12
X30
STOOP
GARAGE
LAUND
MASTER
FOYERBUTLER
M.CLOS
FP
PDR
PITCH
M.BATH
M.CLOS
MAIN FLOOR FRAMING
FLOOR FRAMNG (FOR FLOOR ABOVE)
FLUSH BEAM_2-14" LVL
2X12 PT JOISTS11 1/4" AT 2ND FL WALL9 1/4" AT PERIMETER
DBL RIPPED 2X12 'HIP'
3-(RIPPED) 2X122-1/4"X9.25" STEEL FLITCH
DROP
CASE
D PER
IMETE
R BEA
M
3-2X1
0
*POINT LOAD SYMBOLS ARE FOR TRACKING AND CALCULATING LOADING AND BEAMSIZING. NO ACTION IS REQUIRED EXCEPT AS NOTED.
POINT LOADS
*DROP OR FLUSH BEAM AS NOTED2 STUD BEARING EXCEPT AS NOTED*DROP CASED FALSE OR STRUCTURAL BEAM AS NOTED*STEEL BEAM AS NOTED
DROP BEAMS, FLUSH BEAMS, SPECIAL HEADERS
*STANDARD DROP HEADERS FOR DOORS & WINDOWS TO CONFORM TO TABLE 502.5(1)*OR_FOR ALL HEADERS IN BEARING WALLS UP TO 5' SPAN __2-2X10 #2 SPF1 JACK STUD REQUIRED*AND_ FOR ALL HEADERS IN BEARING WALLS FROM 5' TO 9' SPAN__2-1.75 X 9.5 LVL2 JACK STUDS REQUIRED*AND_ FOR SPANS OVER 9' SEE PLAN FOR MEMBER AND # JACK STUDS
STANDARD HEADERS (NOT SHOWN)
*14" ENGINEERED JOISTS @ 16" OC OR AS NOTED*DOT REPRESENTS FLUSH CONNECTIONJOIST HANGER OR LEDGER PER BUILDER
WALL FRAMING- 10' NOMINAL WALL HT*TYPICAL EXTERIOR WALLS_ STUD GRADE 2X4'S @ 16" WITH SINGLE BOTTOM PLATE& DBL TOP PLATE*TALL EXTERIOR WALLS_STUD GRADE 2X6'S @ 16" WITH SINGLE SOLE PLATE & DBLTOP PLATE. WALLS SHOULD BE NOTED. FRAMER MUST DEFER TO TABLE 602.3.1.*TYPICAL INTERIOR WALLS-STUD GRADE 2X4'S @ 16" WITH SINGLE BOTTOM PLATE &DBL TOP PLATE.
FLUSH BEAM_1-14" LVL
LIN
FLUSH BEAM_1-14" LVL
GARAGE DR HDR 2-20" LVLFL USH BEAM_1-14" LVL
FLUSH B
EAM_1-
14" LVL
FLUSH B
EAM_1-
14" LVL
BREAK
BATH/CHANGING
FLUSH BEAM_1-14" LVL
KITCHEN
PITCH
CASED DROP BEAM_2-11.875"LVL
CASED DROP BEAM_2-11.875"LVL
CASED DROP BEAM_2-11.875"LVL
CASED DROP BEAM_2-11.875"LVL
CASED DROP BEAM_2-11.875"LVL
FLUS
H BE
AM_2
-14"
LVL
FLUSH
BEAM_1
-14" LV
L
SIDE ENTRY
BEAM
FLUS
H UP_
2-14"L
VL
CASED DROP BEAM_2-11.875"LVL
2X12 PT JOISTS11 1/4" AT 2ND FL WALL
9 1/4" AT PERIMETER
2X12 PT JOISTS11 1/4" AT 2ND FL WALL
9 1/4" AT PERIMETER
DROP
CASE
D PER
IMETE
R BEA
M
3-2X1
0
COVERED PORCH
PITCH
BEAM
FLUS
H UP_
1-14"L
VL
DROP JSTS ABOVE GARAGE ONLY16"DEEP ENG JSTS
DBL RIPPED 2X12 'HIP'
DROP JS
TS ABOV
E GARAG
E ONLY
16"DEE
P ENG
JSTS
FLUSH BEAM_1-14" LVL
FLUSH BEAM_1-14" LVL
A-3.3
EthanRectangle
ARC
HITE
CTU
REre
siden
tial
DATE &PHASE
PROJECT
SHEET No.
STEP
HEN
CLU
GG
ISH,
Arc
hite
ct,
3101
Chu
rchi
ll Rd
. , R
alei
gh, N
.C.
2760
7 P
HON
E/FA
X: 9
19-5
10-9
477
WEB
: ww
w.re
siden
tiala
rchi
tect
ure.
net E
MA
IL: i
nfo@
resid
entia
larc
hite
ctur
e.ne
t
REITZ
RES
IDEN
CE
LOT
16&
17 a
t SEA
TRA
CE
& H
OLL
Y LA
NE
MO
REHE
AD
TO
WN
SHIP
, CA
RTA
RET
CO
UNTY
1. 1
2/11
/200
4 SI
TE P
LAN
2. 2
/8/2
004
PRE
CO
NST
RUC
TION
SET
3. 2
/26/
2004
PER
MIT
& C
ON
STRU
CTIO
N S
ET4. 5.
HP6'-8"
2'-8"
HP6'-8"
2'-8"
HP6'-8"
2'-8"
H3'7'
H 7'2'-
4"
GL15'-
4"
6'-10
"H
5' 7'
H
6'-8
"3'
GB
1'-8
" 3'
C
1'-8
" 3'
C3'
1'-8"C3'
1'-8"C
3'1'-8"
H7'
2'-4"
C5'
3'
H
2'-4"
7'
2C
4'
6'
T4'2'-6"
H7'
2'-4"
H
2'-4"
7'
HP
6'-8
"2'
-8"
2C
4' 6'
2T
4'2'
-6"
2C
6'4'
2T
2'-6"4'
2C4'6'
2T4'
2'-6"
C5'
3'
2C
6'4'
2T
2'-6"
4'
4C
2'-8
"10
'
HP
6'-8
"3'
-4"
C
2'-6"4'
H
7'2'-4"
AR
1'-8
"6'
2C
5'6'
H7'
2'-8"
H
2'
7'
H2'4'
H7'
2'-8"
HP
4'6'-8"
C3'
1'-8"
C3'
1'-8"C3'
1'-8"
C3'
1'-8"
ARC
3'-6
"12
'
H
2'-8"7'
C
3'1'-8"
GB
3'
1'-8"
HP
3'-4"6'-8"
2C5'5'
3C
7'-6"
4'-6"
3C
4'-6"
7'-6"
AR C
12'3'-6"
3C
7'-6"
4' -6"
3C 4'-6"
7' -6"
HP 6'-8"4' H
7'2'-8
"
H
2'-4"
7'
H
7'
2'
C
2'-6"4'
C
2'-6"4'
ARC
10'-4
"2'
-8"
2C5'
5'
2C5'
5'
AR2'-8"
10'-4"2T2'
5'
2T2'
5'
H3'
6'-8"
ARC5'
1'-8"
UCRE
F
12'-0
"6'
-8 1
/2"
1'-2"
5'-6"
12'-0"
3'-6"
3'-8"
6'-1
1 1/
2"
3'-8"
10 1
/2"
4'-0
"
1' -6 1/2"
4'-1 1/2"
4' -11/2"
1' -61/2"
12'-2"
8'-0"
2'-6"
2'-0"
4'-2"
4'-2"
6'-10
"
2'-6
"
5'-0"
8'-5 1
/2"
2'-0"
4'-0"
8'-0
"
6'-9 1/2"
7'-9"
3'-6
"
7'-5"
8'-0"
3'-8"
4'-10
"
5' -2 1/2"
24'-4"
17'-4
"
18'-4
"
1'-4
"
1'-3 1/2"
10'-0
"
27'-4
"
27'-4"
2'-2"
28'-11"
1'-0"
10"
8'-3"
2'-0"
2'-2"
8'-0" 15'-0"
1'-4
"
4'-0"
1'-6
"
12'-0
"
13'-0
1/2"
3'-4"
26'-2 1/2"
4'-4
1/2
"
8'-4"14'-6 1/2"
15'-1
1 1/2
"
16'-4
"
3'-0"
27 '-4"
10'-5"
3'-6"4'-0"5'-0"
3'-9"
11'-2 1/2"
13'-8
"
2'-5
"2'
-4"
53'-4"
12'-0"
6'-2
"12
'-5"
4'-5"
2'-1
"
3'-4
"
2'-2"
8'-8
1/2
"
6'-9 1
/2"
12'-1
1/2
"
7'-1
0"
6'-2 1/2"
2'-6"
26'-4"
24'-4"
8"
4'-1
1/2
"
24'-4"
5'-8
"
31'-4
"
1'-6
1/2
"22
'-10"
31'-4
"
12'-2"
13'-5
"
15'-2
"
5'-0"
3'-0 1
/2"
3'-3"
10' -8"
1'-2"
15'-8"
7'-8"
5'-4
"
5'-9
"7'
-8"
2'-7
"
16'-0"
4'-7
"
3'-10"
2'-1
1"
3'-3 1/2"
4'-0"
15'-3 1/2"
13'-5"
4'-2"6'-1
1"
2'-2"
4'-0"8
'-4"
6'-4"
8'-8
"
7'-5
1/2
"
7'-2 1
/2"
6'-8
1/2
"
2'-0
"
4'-0" 4'-6" 15'-6 1/2"
10" 10"
6'-8 1/2"
2'-8"
1'-3 1/2" 10 1/2"
2'-5"
7'-4"
4'-8"
4'-0"
9"
CENTER WINDOW
CENTER
WINDOW
CENTER
WINDOW
CENTER
WINDOW
TYPICAL (FULL) CEILING HT THIS FLOOR: 9'-1.5"
*SEE NOTES & SYMBOLS SHEET FOR ALL DOOR AND WINDOW SYMBOLS*CHECK ELEVATIONS FOR ANY/ALL SPECIFIC HEAD AND SILL HEIGHTS*WIDTH (OVER) HEIGTH DIMENSIONS FOR EXTERIOR AND INTERIOR DOORS ARENOMINAL DOOR SIZES EXCEPT-*GL DOORS ARE "PATIO" TYPE GLASS EXTERIOR DOORS. WIDTH (OVER )HEIGHT AREFRAME SIZES AS PER MOST MANUFACTURERS SIZING PRACTICE.*WIDTH (OVER) HEIGHT SIZES FOR WINDOWS ARE NOMINAL FRAME SIZES.*ALL ROUGH OPENINGS TO BE CONFIRMED BY APPROPRIATE VENDORS*ALL REQUIRED TEMPERED GLASS IS TO BE INCLUDED AND IS THE RESPONSIBILITYOF THE DOOR/WINDOW VENDOR(S)
DIMENSIONS
DOORS & WINDOWS
*SEE NOTES & SYMBOLS SHEET FOR ALL WALL SYMBOLS*ALL DIMENSIONS ARE TO FACE OF FRAMING*ALL DIMENSIONED WALLS ARE DRAWN PER ACTUAL 3 1/2" OR 5 1/2" WIDTH*EXTERIOR WALLS SHOW SIDING BUT ARE DIMENSIONED TO FACE OF FRAMING*DIMENSIONAL TOLERANCE IS 1/2"*DOORS NOT LOCATED BY CENTERLINE TO BE PLACED PER STANDARD PRACTICE
UPPER FLOOR DIMENSIONS
DN
DN
DN
DN
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/26/
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& C
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ET4. 5.
18'-8 1/2"
RAISED CEIL IN BATH BELOWEL-11-6 AFF
3 STUDS
RAISED CEIL COMON SPACEEL-14' TO BOT JSTS
3 STUDS
BRING FIELD DETERMINED KINGSUPPORTS TO THIS LOCATION
3 CASED 2X6
RAISED CEIL IN MASTER SITTING BELOWEL-14'TO BOT JSTS
UPPER FLOOR FRAMING
DBL JST
EXERCISE
* JOISTS @ 16" OC OR AS NOTED*DOT REPRESENTS FLUSH CONNECTIONJOIST HANGER OR LEDGER PER BUILDER
DROP FL
OOR HER
E
SLOPE
*POINT LOAD SYMBOLS ARE FOR TRACKING AND CALCULATING LOADING AND BEAMSIZING. NO ACTION IS REQUIRED EXCEPT AS NOTED.
POINT LOADS
*DROP OR FLUSH BEAM AS NOTED2 STUD BEARING EXCEPT AS NOTED*DROP CASED FALSE OR STRUCTURAL BEAM AS NOTED*STEEL BEAM AS NOTED
DROP BEAMS, FLUSH BEAMS, SPECIAL HEADERS
*STANDARD DROP HEADERS FOR DOORS & WINDOWS TO CONFORM TO TABLE 502.5(1)*OR_FOR ALL HEADERS IN BEARING WALLS UP TO 5' SPAN __2-2X10 #2 SPF1 JACK STUD REQUIRED*AND_ FOR ALL HEADERS IN BEARING WALLS FROM 5' TO 9' SPAN__2-1.75 X 9.5 LVL2 JACK STUDS REQUIRED*AND_ FOR SPANS OVER 9' SEE PLAN FOR MEMBER AND # JACK STUDS
STANDARD HEADERS (NOT SHOWN)
SLOPE
*TYPICAL EXTERIOR WALLS_ STUD GRADE 2X4'S @ 16" WITH SINGLE BOTTOM PLATE& DBL TOP PLATE*TALL EXTERIOR WALLS_STUD GRADE 2X6'S @ 16" WITH SINGLE SOLE PLATE & DBLTOP PLATE. WALLS SHOULD BE NOTED. FRAMER MUST DEFER TO TABLE 602.3.1.*TYPICAL INTERIOR WALLS-STUD GRADE 2X4'S @ 16" WITH SINGLE BOTTOM PLATE &DBL TOP PLATE.
SLOPE
SLOPE
BATH#2
SLOPE
TIES EACH RAFTER
SLOPE
BEAM
FLUS
H UP_
2-9.5"
LVL
SLOPE
CLOS
BEAM
FLUS
H UP_
2-9.5"
LVL
BARREL CEILINGCLOS
GUEST
OPEN
SLOP
E
BEDROOM#1
BEDROOM#2
BATH#1
BEAM
FLUS
H UP_
2-9.5"
LVL
CLOS
BEAM FLUSH UP_2-9.5"LVL
OBSERVATION
CLOS
CLOS
SLOPE
CLOS
SLOPE
OFFICE
ATTIC
SLOPE
SLOPE
SLOP
E
SLOP
E
BEAR
ING W
ALL
WALL FRAMING- 9' NOMINAL WALL HT
WALL
ABOV
E TO R
OOF
FLOOR FRAMNG (FOR ATTIC FLOOR ABOVE)
BEARING WALL
BEAR
ING WA
LL
COMMON SPACE
BEAM
FLUS
H UP_
2-9.5"
LVL
THEATRE
SLOPE
SLOPE
SLOPE
SLOPE
BEAM FLUSH UP_2-11.875"LVL
FLAT
BEAM FLUSH UP_2-11.875"LVL
A-3.5
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SHEET No.
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HEN
CLU
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Arc
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3101
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2760
7 P
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/26/
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& C
ON
STRU
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ET4. 5.
ARC
3'-6
"12
'
CHIM
NEY
6 in
12
RIDG
E VE
NT_2
7 LF
*HORIZONTAL ROOF AREA = 5520 SF*SOFFIT VENTING = 1325 SQ IN*REQUIRED SOFFIT VENT @ 9 SI PER LF = 147 LF*ROOF VENTING = 1325 SQ IN*REQUIRED RIDGE/ROOF VENT @ 12 SI PER LF= 110 LF*RIDGE VENT AVAILABLE = LF
5 in 12
RIDGE VENT_4 LF
ROOF VENTILATION
ROOF PITCH
RIDG
E VE
NT_1
0 LF
*ALL ASPHALTIC ROOF AREAS NOT OTHERWISE NOTEDARE 12 IN 12 PITCH
ROOF LAYOUT PLAN
RIDG
E VE
NT_1
2 LF
RIDGE VENT_16 LFRIDGE VENT_35 LF
RIDGE VENT_17 LF
RIDG
E VE
NT_1
2 LF
RIDGE
VENT
_22 L
F
CHIMNEY
5 in 12
RIDGE VENT_14 LF
5 in 12
RIDGE VENT_10 LF
6 in 12
6 in 12
6 in 12
6 in 12
6 in 12
5 in 12
A-4.1
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SHEET No.
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3101
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2760
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& C
ON
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ET4. 5.
ARC
3'-6
"12
'
17'-5"
17'-2
1/2
"14'-4
"
15'-4
"
19'-6 1/2"
12'-5"
19'-10"18'-2"
14'-9 1/2"
VALLEY TIES INTOTRIPLE RAFTER
TIE VALLEY TO RIDGEKING BELOW
BRAC
ES-RA
FTER T
O BEA
M
BRAC
ES-RA
FTER T
O WAL
L
KING BELOWASSYMETRICAL HIPS-KEEP OVERHANG EQUAL &ADJUST PITCH & PLATE HTTO KEEP FASCIA LEVEL
KING BELOW
DBL RAFTERS AT GABLE ENDWALL TO FUNCTION AS WINDOW HDR
DBL RAFTERS AT GABLE ENDWALL TO FUNCTION AS WINDOW HDR
DBL RAFTERS AT GABLE ENDWALL TO FUNCTION AS WINDOW HDR
DBL RAFTERS AT GABLE ENDWALL TO FUNCTION AS WINDOW HDR
DBL R
AFTE
RS AT
GABL
E END
WALL
TOFU
NCTIO
N AS W
INDOW
HDR
VALLE
Y BEA
M_2-9
.5" LV
L
ROOF FRAMING PLANGRAPHIC RAFTER LAYOUT IS SCHEMATIC AND INTENDED FORCONSTRUCTION CLARITY. IT IS NOT A RAFTER SPECIFICENGINEERING PLAN.FRAMING
BEAR
ING
WALL
BEL
OW
BEAR
ING WA
LL BE
LOW
BEAM
BELO
W
VALL
EY B
EAM_
1-9.
5 LV
L
*TYPICAL RAFTER_2X8 @ 16" OC (MAX SPAN=16'-3")*RIDGE MEMBER_2X12*HIP MEMBER_2X10*VALLEY BEAMS_20#LL+15#DL
1-2X10(MAX SPAN=10'-8")2-2X10(MAX SPAN=13-6"')1-1.75X9.5 LVL(MAX SPAN=14'-8")2-1.75X9.5LVL(MAX SPAN=17'-6")
2-1.75X11.875 LVL(MAX SPAN=20'-8")
KNEE WALL BELOW KNEEWALL BELOW
BEAM BELOWVAL LEY BEAM_2-2X10
BEAR
ING
WALL
BEL
OW
OVERFRAME AREAS*POSSIBLE OVERFRAME AREAS ARE SHOWN AT DISCRETION OF BUILDER/FRAMER.IF OVERFRAME NOT USED FOLLOW VALLEY SPAN LIMITS ABOVE.
*SEE CODE DETAIL FIGURE 703.7(a)-DBL RAFTER WITH STEEL ANGLE ON ROOF
MASONRY VENEER SUPPORT AT ROOFMAX HOR SPAN LIMITED BY LUMBER LENGTH
MAX STRUCTURAL SPAN PER CODE
24' LUMBER LENGTH
BEAR
ING WA
LL BE
LOW
VALLEY BEAM_2-2X10
VALL
EY B
EAM_
2-2X
10
VALLEY BEAM_1-2X10
VALL
EY B
EAM_
1-2X
10
A-4.2
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PROJECT
SHEET No.
STEP
HEN
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GG
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hite
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3101
Chu
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. , R
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2760
7 P
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/26/
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& C
ON
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ET4. 5.
9'-1
1/2
"10
'-1 1
/2"
UPPER ATTIC
UPPER FLOOR
MAIN FLOOR
12
12
FRONT ELEVATIONPROPOSED GRADE
EXISTING GRADE
ROOFING:
SITE ELEVATIONS
131211109876543
14
TYPE_400 LB ARCHITECTURAL STYLEWARRANTY_40 YRMANUFACTURER/MODEL_AS RECOMMENDED BY BUILDER ANDAS APPROVED
COLOR_AS SELECTED
TYPICAL MATERIALS AND NOTES
FLAGSTONE PORCHES & WALKWAYSTYPE_1" TO 1.5" AS AVAILABLEPATTERN_RANDOM FLAGSTONECOLOR_INSTALLATION_MUD INSTALLED ON CONCRETE PORCHSDRY INSTALLED ON FINES FOR EXTERIOR LANDSCAPE WALKS
STONE VENEER_FOUNDATION & CHIMNEY WALLS:
STONE VENEER_ SELECTED LANDSCAPE FEATURES
TYPE_APPLIED VENEER _2"" THICKPATTERN_RAVENWOOD FIELDSTONEPER LUCK STONE
TYPE_STACKING VENEER _MIN 4" THICKPATTERN_UNCOURSED FIELDSTONE TOMATCH RAVENWOOD ABOVE
SIDING:TYPE_RED CEDAR MACHINE CUT #2 GRADE SHINGLES-
18" FOR 5 1/5" EXPOSURE\INSTALLATION_PANELIZED OR INDIVIDUAL PER BUILDER
PREFERENCE. BUTT EDGE DESIGN CONDITIONFINISH/COLOR_FACTORY APPLIED SEMI TRANSPARENT
OR OPAQUE STAIN AS SELECTED
GUTTERSTYPE_ALUMINUM PREFINISH
EXTERIOR RAILINGSIPE & ALUM (OR COPPER) TUBE SPINDLESSEE WS5 FOR DETAIL
MANUFACTURER_CLOPAY COACHMAN SERIES STEEL CARRAIGE STYLE DESIGN (OR EQUAL)STYLE_SERIES 1 MODEL C13 WITH SQ 24 WINDOWSMOTOR_SIZED FOR DOOROPERATORS_GARAGE PUSH BUTTON, GARAGE KEYPAD, 2 REMOTE OPERATORS (EACH DOOR)
MANUFACTURER_PELLA CLAD DESIGNER SERIES & OR ARCHITECTS SERIES TO MEET SPECIFIED SIZESGLASS_INSULATED SOUTHERN LOW 'E' WITH LAMINATED OPTIONCLADDING_WHITEGRILLS_SIMULATED 1 1/8" GRILLS PER ELEVATIONSHARDWARE_WHITEACCESSORIES_ROLL DOWN SCREENS ON ALL OPERATORS
GARAGE DOOORS
TYPICAL EXTERIOR TRIMS
WINDOWS AND ALL GLASS PATIO/FRENCH DOORS
MATERIAL_ALL EXPOSED TRIM TO BE NON-ROT MATERIALRECOMMENDED SELECTION_PVC TRIMS AND SHEETGOODS BY AZEK (www.azek.com)FINISH_PAINT AS SELECTEDSOFFITS & CEILINGS_AZEK BEADBOARD WITH WHITE VINYL STRIP VENTILATION_ OR_ VENTED VINYL BEAD BOARD SOFFIT BY CERTAINTEED
10'-1
1/2
"9'
-1 1
/2"
12
12
GRILL
PROPOSED GRADELEFT ELEVATIONEXISTING GRADE
CRAWL SPACE
UPPER FLOOR
MAIN FLOOR
UPPER ATTIC
12
12
126
PROPOSED GRADEEXISTING GRADE
REAR LEFT ELEVATION
A-5.1
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DATE &PHASE
PROJECT
SHEET No.
STEP
HEN
CLU
GG
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Arc
hite
ct,
3101
Chu
rchi
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. , R
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gh, N
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2760
7 P
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RTA
RET
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UNTY
1. 1
2/11
/200
4 SI
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LAN
2. 2
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PRE
CO
NST
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TION
SET
3. 2
/26/
2004
PER
MIT
& C
ON
STRU
CTIO
N S
ET4. 5.
9'-1
1/2
"10
'-1 1
/2"
UPPER ATTIC
UPPER FLOOR
MAIN FLOOR
CRAWL SPACE
12
12
PROPOSED GRADEREAR ELEVATIONEXISTING GRADE
SITE ELEVATIONS
131211109876543
14
12
12
9'-1
1/2
"10
'-1 1
/2"
PROPOSED GRADEEXISTING GRADE
RIGHT ELEVATION
UPPER ATTIC
UPPER FLOOR
MAIN FLOOR
CRAWL SPACE
A-5.2
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DATE &PHASE
PROJECT
SHEET No.
STEP
HEN
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Arc
hite
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3101
Chu
rchi
ll Rd
. , R
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2760
7 P
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UNTY
1. 1
2/11
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4 SI
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LAN
2. 2
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3. 2
/26/
2004
PER
MIT
& C
ON
STRU
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N S
ET4. 5.
2'-4
1/2
"
5'-0
"3'
-8"
3'-6
"
2'-6
"1'
-0"
12'-0"
3'-1
0"
4'-6"
8'-8
"
2'-0
"8'
-10
1/2"
9'-1
1 1/
2"1'
-3"
TYPICAL BRACKETS
1 OF3 SIMILAR FRONT GABLE ENDS-SEE WS4 FOR TRIM NOTES
1X12
PVC TRIMMED 8"PROJECTEDBOX WINDOW
ONLY NON-STANDARD TRIMS ARE NOTEDE1 ELEVATION
GARAGE SLAB
MAIN FLOOR
UPPER ATTIC
DROP FLOOR
2'-0
"
10'-1
1"
4'-6
"
7'-4
"
2'-1
0"
8'-1
"
10'-1
1/2
"9'
-1 1
/2"
PROJECTED NON STRUCTURAL ARCH-SEE WS2
SEE WS2 FOR DIMENSIONS & TRIMS
5 I 12 PITCH THESE GARAGE SHEDS
STEEL CARRAIGE STYLE DOOR-CLOPAY COACHMAN COLLECTIONMODEL C13SQ24 WINDOW(DOOR DEPICTED IS NOT EXACT)
1X8 HEAD TRIM AT WALL
PVC PANEL AT WALL-4 1X5 BATTENSTO ALIGN WITH GARAGEDOOR DIVIDERS
E2 ELEVATION
MAIN FLOOR
UPPER ATTIC
UPPER FLOOR
ONLY NON-STANDARD TRIMS ARE NOTED
3'-6
"
2'-6
"
4'-0
"2'
-8"
6'-8
"
7'-0
"9'
-1 1
/2"
7" 1'-0
"
12'-0"
8'-6
"
2'-0
"6'
-10"10
'-1 1
/2"
5'-0
"
1'-8
"4" 1'-8
" 9"
FINAL FRONT DOORASSEMBLY TO BESELECTED
MANUFACTUREDTAPERED COLUMNSBY TURNKEY INDUSTRIES
1 OF 3 SIMILAR GABLE ENDS-SEE WS4 FOR TRIM NOTES
PROJECTED PVC HEAD TRIM
8"W PROJECTED WALL ENDS TOCREATE SHADOW DEPTH FORWINDOW
SET BARREL ROOF RADIUS TOBE JUST BELOW WALL/ROOFJUNCTURE
SEE WS2 FOR DETAILS &DIMENSIONS THISFRONT PORCH
MAIN FLOOR
PLATE HT
ONLY NON-STANDARD TRIMS ARE NOTEDE3 ELEVATION
UPPER FLOOR
3'-0
"
4'-0
"2'-0
"
8'-1
0"10
'-1 1
/2"
2'-8
"4'
-0"
6'-8
"8'-6
"
9'-1
1/2
"
FIELD DETERMINE CASINGWIDTH AND TRIM ATANGLE CONDITIONSFOR THIS 2 STORY BAY
WIDE CORNER ON FACE TOFILL FLAT WALL
PVC SHEET FLAT PANELS
STANDARD BARGE
UPPER ATTIC
E4 ELEVATION
PLATE
UPPER FLOOR
MAIN FLOOR
E5 ELEVATIONIDENTICAL TO E1
10'-1
1/2
"9'
-1 1
/2"
6'-8
1/2
"
8'-0
"
6'-6
"
2'-8
"
1'-8"
2'-0
"
4"
7'-3
1/2
"2'
-10"
17'-2
"15
'-1"
4'-0" 4'-0"
4'-8"1'-8"
SEE WS5 AND PS3
COPPER CAPPED**VAULTED SMOKE& RAIN CAP
E6 ELEVATION
UPPER ATTIC
MAIN FLOOR
GRILL
PLATE
ONLY NON-STANDARD TRIMS ARE NOTED
UPPER FLOOR
SCRE
EN P
ANEL
SCREEN PANEL
SCREEN PANEL
10'-1
1/2
"
8"
2'-0
"
2'-0
"
6'-1
0"
6'-6
"8'-0
"
9'-1
1/2
"
6'-1
0"
14'-8
"
2'-8
"
2'-0
"
9 1/
2"
SEE WS5AND PS3 FOR DIMENSIONS& DETAILS HERE
14"DIA ROUND POLYCASTSTRUCTURAL COLUMNS-LOAD REQ'MNT 2KIPS
SEE WS6 AND PS4 FOR DIMENSIONS& DETAILS HERE
2X4 ANGLES SUPPORT WALLS TOCARRY SKIRT ROOF OCCUR AT ANGLEDJUNCTURES. SEE WS 6
1 TIER 5/4X12 FRIEZE WRAP AROUND
1 TIER 5/4X12 FRIEZE WRAP AROUND
2 TIER FRIEZE/HEAD TRIM- SEE WS5
1 OF 3 SIMILAR REAR GABLE ENDS-SEE WS6 FOR TRIMS
3-2X6 STUD COL.
MAIN FLOOR
UPPER FLOOR
PLATEPLATE
ONLY NON-STANDARD TRIMS ARE NOTEDE7 ELEVATION
2-9.25" LVL HDR
6'-6
"
2'-8
"
4'-0" 4'-0"
17'-2
"
3'-1
1/2
"
3'-9
"
12'-3
"10
'-3"
2'-0
"
SEE WS5 AND PS3-SIMILAR & REVERSE HAND
COPPER CAPPED**VAULTED SMOKE& RAIN CAP
ONLY NON-STANDARD TRIMS ARE NOTEDE8 ELEVATION
PLATE
LANDINGLANDING
UPPER ATTIC
UPPER FLOOR
MAIN FLOOR
TEMP
8'-6
"
20'-0
"
11'-6
"
6'-0
"
9'-0
"
2'-6
"6'
-0"
6"
7'-6
" SEE WS7 AND PS6 FORDETAILS & DIMENSIONS
CORNER TRIM CONDITION TO BE FIELDRESOLVED SIMILAR TO FRONT OFFICEBAY AFTER WINDOWS ARE INSTALLEDAND CORNER SPACING IS EXACT
STRUCTURAL SHEATHING TOSPAN 2X8 TO 2X6 WALL CONDITIONALL WALLS
PVC SHEET SIDING
ONLY NON-STANDARD TRIMS ARE NOTEDE9 ELEVATION
UPPER ATTIC
MAIN FLOOR
2X6
WALL
2X8
WALL
5'-0
"2'-0
"
8'-1
0"
15'-3
"
2'-0
"8"
2'-8
"
9 1/
2"
1 TIER FRIEZE(SAME TOTAL HT)TO CARRY AROUND BAY AND BETWEENWINDOWS
2 TIER FRIEZE PER WS10
1 OF 3 SIMILAR REAR GABLE ENDS-SEE WS6 FOR TRIMS
3-2X6 STUD COL.
UPPER FLOOR
E10 ELEVATIONONLY NON-STANDARD TRIMS ARE NOTED
MAIN FLOOR
UPPER ATTIC
2-9.25" LVL HDR
13'-1
"
2'-0
"4'
-6"
8"
1'-0
"
7 1/
2"
8'-1
0" 1 TIER FRIEZE(SAME TOTAL HT)TO CARRY AROUND BAY AND BETWEENWINDOWS
1 OF 3 SIMILAR REAR GABLE ENDS-SEE WS6 FOR TRIMS
3-2X4 STUD COL.
2 TIER FRIEZE PER WS10
UPPER FLOOR
2X8 HDR
MAIN FLOOR
ONLY NON-STANDARD TRIMS ARE NOTEDE11 ELEVATION
TUB DECK
TEMP
ARC
3'-6
"12
'
ELleftELleft
ELrear
45
ELrear
45
E4
E4
E9 E9
E6E6
E10 E10
E1
E1
E7
E7
E3 E3
ELfront ELfront
ELright
ELright
E8 E8
E2
E2
E5E5
ELrear ELrear
E11
E11
ELEVATION KEY PLAN
A-5.3
EthanRectangle
ARC
HITE
CTU
REre
siden
tial
DATE &PHASE
PROJECT
SHEET No.
STEP
HEN
CLU
GG
ISH,
Arc
hite
ct,
3101
Chu
rchi
ll Rd
. , R
alei
gh, N
.C.
2760
7 P
HON
E/FA
X: 9
19-5
10-9
477
WEB
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1. 1
2/11
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4 SI
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LAN
2. 2
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004
PRE
CO
NST
RUC
TION
SET
3. 2
/26/
2004
PER
MIT
& C
ON
STRU
CTIO
N S
ET4. 5.
0"
8'-8
"
10'-4
1/2
"
-2'-8"GARAGE FLOOR ELEVATION MAY VARY
DROP BEAM
CANTILEVER ENG JSTS
FLUSH BEAM
GARAGE SLAB-PITCH TO
2'DEEP FALSE ACRCHOVER GARAGE DOORS
PROFILE SECTION PS1PROFILE SECTIONS ARE FOR VISUAL REFERENCEAND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTESON RESPECTIVE PLANS.
GARAGE
16" DEEP ENG JSTS(AT DROP FLOOR ABOVE GARAGE ONLY)
OFFICE
PROFILE SECTION PS1PROFILE SECTIONS ARE FOR VISUAL REFERENCEAND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTESON RESPECTIVE PLANS.
1'-3
"
1'-6
"
5'-0
" 10'-4
1/2
"
CONDITIONAL PER EXCAVATION
GARAGE FLOOR ELEVATION MAY VARY
DROP BEAM
CANTILEVER ENG JSTS
FLUSH BEAM
GARAGE SLAB-PITCH TO
2'DEEP FALSE ACRCHOVER GARAGE DOORS
PROFILE SECTIONS ARE FOR VISUAL REFERENCEAND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTESON RESPECTIVE PLANS.
PROFILE SECTION PS2ATTIC
16" DEEP ENG JSTS(AT DROP FLOOR ABOVE GARAGE ONLY)
2'-0" 8'-0
"
SUPPORT RAFTERS HERE
FLUSH STEEL BEAM
STONE UP TO DECKING
ATTIC
ATTIC
DECKBATH#3KITCHEN
CRAWL SPACE
PROFILE SECTIONS ARE FOR VISUAL REFERENCEAND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTESON RESPECTIVE PLANS.
PROFILE SECTION PS3THIS SECTION HAS A BROKEN VIEW LINE
SCREENED PORCH
BATH#2
14'-0
"
9'-1
1/2
"
8'-6
"
19'-11 1
/2"
FLUSH STEEL BEAM
HYDRO STOP
DROP GIRDER CANTILEVER JSTS
FLUSH UP BEAM
CUT RAFTER TAILS HORIZONTAL & BEARON FLAT 2X10
DROP STEEL BEAMS
PT PITCHED JOISTS-SEE FRAMING PLAN
DROP CASED PERIMETERPORCH BEAM
BABY RAIL
PARTIAL ROOF
SEE DETAIL SECTION
PARTIAL SOFFIT-SPACE FOR DRAINAGE
LOW WALL
FLUSH UP BEAM
OVERFRAME ROOFAREA
WALL
FLAT CEIL
BEARING WALL
SUPPORT BRACES TORELIEVE RAFTER SPAN(SEE ARROWS ON FRAMING PLAN)
BREAK KITCHEN
HOME OFFICE
CRAWL SPACE
G. BATH
PROFILE SECTIONS ARE FOR VISUAL REFERENCEAND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTESON RESPECTIVE PLANS.
PROFILE SECTION PS4
OPEN
BEDROOM#2 HALL
ATTIC
AR
3'-4"11'
ARC
2'-8
"11
'
PS7
PS7
PS4
PS4
PS1 PS1
PS5
PS5
PS8
PS8
PS6
PS6
PS3
PS3
PS2 PS2
PROFILE SECTIONKEY PLAN
A-6.1
EthanRectangle
ARC
HITE
CTU
REre
siden
tial
DATE &PHASE
PROJECT
SHEET No.
STEP
HEN
CLU
GG
ISH,
Arc
hite
ct,
3101
Chu
rchi
ll Rd
. , R
alei
gh, N
.C.
2760
7 P
HON
E/FA
X: 9
19-5
10-9
477
WEB
: ww
w.re
siden
tiala
rchi
tect
ure.
net E
MA
IL: i
nfo@
resid
entia
larc
hite
ctur
e.ne
t
REITZ
RES
IDEN
CE
LOT
16&
17 a
t SEA
TRA
CE
& H
OLL
Y LA
NE
MO
REHE
AD
TO
WN
SHIP
, CA
RTA
RET
CO
UNTY
1. 1
2/11
/200
4 SI
TE P
LAN
2. 2
/8/2
004
PRE
CO
NST
RUC
TION
SET
3. 2
/26/
2004
PER
MIT
& C
ON
STRU
CTIO
N S
ET4. 5.
2'-6
"
14'-0