This document contains architectural plans for the Reitz Residence to be constructed on lots 16 and 17 in Morehead Township, Carteret County, North Carolina. It includes drawings for the site plan, foundation plan, framing plans, roof plans, elevations, sections, and finish plans. Notes provide details on construction materials and methods, required dimensions, and compliance with building codes.
3. ARCHITECTUREresidential
DATE &
PHASE
PROJECT
SHEET No.
STEPHENCLUGGISH,Architect,
3101ChurchillRd.,Raleigh,N.C.27607PHONE/FAX:919-510-9477
WEB:www.residentialarchitecture.netEMAIL:info@residentialarchitecture.net
REITZRESIDENCE
LOT16&17atSEATRACE&HOLLYLANE
MOREHEADTOWNSHIP,CARTARETCOUNTY
1.12/11/2004SITEPLAN
2.2/8/2004PRECONSTRUCTIONSET
3.2/26/2004PERMIT&CONSTRUCTIONSET
4.
5.
S4
S3
S
S
TEL
SWP
SK
X-LA
GF
WP
R
r
W
SH
CL
DW
FL
S
S
SD
COMPUTER
PORT
COM
DEV
TV
DISP
RANGE
X-R
T
UC
FS
SD
S
WASHER
DRYER
SPECIAL
SL V
X-S
X-FL
X-PL
X-W
OVEN
GAS
DIG
PAD
DOWNDRAFT
KIT FAN
KIT FAN
EX FAN
EX FAN
LIGHT
HOOD&VENT
KIT 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 RAILING
MAX 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 ARCH
LHC____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 AND
GUARDS WITH 30" MIN HT.
-GUARD OPENING RESTRICTIONS- 4" NET BETWEEN VERTICAL SPINDLES. ALL OTHER
OPENINGS 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" DEEP
ON 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 SWITCH
3 WAY SWITCH
2 POLE SWITCH
CODE APPROVED CLOSET LIGHT
CODE APPROVED SHOWER LIGHT
SWITCHES
SURFACE MOUNT HANGING
FAN OR FAN LIGHT
SWITCH TYPE AS SELECTED
GROUND FAULT W/ WATERPROOF COVER
SPECIAL UTILITY OUTLETS
EXTERIOR LIGHTING
INTERIOR LIGHTING
TRACK LIGHT
SPECIAL EQUIPMENT OR APPLIANCE
CONFIRM 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 WIRING
CONTRACTOR. OPTIONS INCLUDE SMOKE/HEAT/CARBON MONOXIDE DETECTION,
SECURITY, INTERHOUSE COMMUNICATIONS, MEDIA, AND COMPUTER SYSTEMS.
DRAWINGS REPRESENT LOGICAL LOCATIONS FOR DEVICES. OPENINGS AND WIRING
REQUIRED 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 BY
OWNER AND OR CONTRACTOR.
*SELECTIONS* ALL LIGHTING AND EQUIPMENT REQUIREMENTS TO BE OWNER AND OR
CONTRACTOR SELECTED AND INSTALLED ACCORDINGLY.
*MOUNTING HTS* USE INDUSTRY STANDARDS UNLESS OTHERWISE AGREED TO WITH OWNER.
*CODE COMPLIANCE* ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PERMITS, FEES, AND
ALL INSPECTIONS AND INSTALLATION PER NATIONAL ELECTRICAL CODE AND OR ALL LOCAL
REQUIREMENTS.
*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. SUPPLIER
TO CHECK THAT MULLED UNITS ARE TRANSPORTABLE AND WILL SATISFY ALL WIND LOAD
AND DESIGN PRESSURE RATINGS REQUIRED. WINDOW WEIGHT AND INSTALLATION CONDITIONS
TO BE VERIFIED WITH CONTRACTOR PRIOR TO ORDER. THE ARCHITECT SANCTIONS CHANGES
AS REQUIRED TO MEET TRANSPORT/WIND/ AND INSTALLATION DEMANDS.
GL3**__FULL LITE GLASS UNIT ASSEMBLY. 3 PANEL(S) & HINGING OR SLIDING PER PLAN
GL2**__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 UNIT
BP___BY PASS DOOR UNIT
PK___POCKET DOOR UNIT
FR___FRENCH GLASS HINGED PAIR DOOR UNIT
BF___BY FOLD DOOR UNIT
H____HINGED DOOR UNIT
HP___HINGED PAIR DOOR UNIT
FDA___EXTERIOR FRONT DOOR ASSEMBLY (ACTUAL DOOR ASSEMBLY TO
SELECTED BY CATALOGUE WITH OWNER)
*EXTERIOR DOOR TYPE SYMBOLS*
HGL__HALF LITE GLASS UNIT ASSEMBLY. PANEL(S) & HINGING PER PLAN
XH___EXTERIOR (UTILITY) NSULATED STEEL OR FIBERGLASS UNIT
*DOOR SIZES* ALL DOORS ARE NOTED ON FRAMING PLANS BY INDUSTRY STANDARD
NOMINAL DOOR SIZES.
DOORS/WINDOWS/OPENINGS
*DOOR LOCATIONS* CRITICAL DOOR LOCATIONS ARE DIMENSIONED ON PLAN. OTHER DOORS
TO BE CENTERED BY FRAMING CONTRACTOR PER STANDARD PRACTICE.
DOOR NOTES
NOMINAL 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 OPENING
ACO____ARCHED CASED OPENING
MO____MASONRY OPENING (NOT ALWAYS SPECIFICALLY SHOWN)
*OPENING SIZES* WIDTH & HEIGTH DIMENSION ARE OVERALL FRAME SIZES UNLESS OTHERWISE
NOTED. LOUVERS MAY BE ADJUSTED WITHIN REASON TO STOCK SIZES. LOUVERS ARE NOT CALCULATED
OPENING HEIGHT
2'-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 APPLICABLE
AR___SEGMENTED ARCH WINDOW-SEE ELEVATION FOR LEG HT
TR__TRAPEZOIDAL ACCENT WINDOW
PNT__PENTAGON ACCENT WINDOW
SPECIFICATIONS TO BE CONFIRMED WITH OWNER AND OR CONTRACTOR, INCLUDING
CONSTRUCTION, GLAZING, GRILLS, AND HARDWARE OPTIONS.
*EGRESS UNITS* SUPPLIER TO CONFIRM THAT REQUIRED EGRESS UNITS ARE CODE
COMPLIANT.
*TEMPERED UNITS* SUPPLIER TO CONFIRM THAT ALL REQUIRED TEMPERED GLAZING IS
INCLUDED IN WINDOW PACKAGE PER REQUIREMENTS OF CODE SECTION 308.
*JAMB EXTENSIONS* SUPPLIER TO CHECK PLANS FOR ALL 2X6 EXTERIOR WALLS
REQUIRING JAMB EXTENSIONS.
*OPENING SIZES* WIDTH & HEIGTH DIMENSION ARE FRAME OPENINGS UNLESS OTHERWISE
NOTED.
OPENING NOTES
CO SYMBOL(CO__CASED OPENING)
OPENING HEIGHT
2'-0"
4'-0"
OPENING WIDTH
RO____RECTANGULAR OPENING (NO CASING)
LR___LOUVER_RECTANGULAR
AO____ARCHED OPENING (NO CASING)
P____FIXED PICTURE UNIT
T____TRANSOM (FIXED)
C____CASEMENT
A____AWNING
DH___DOUBLE HUNG
CR___CIRCLE ACCENT WINDOW
OV___OVAL ACCENT WINDOW
OCT__OCTOGON ACCENT WINDOW
*DOOR STYLES & PRODUCT SELECTIONS* UNLESS SPECIFICALLY NOTED ALL DOORS TO BE
SELECTED BY OWNER AND OR CONTRACTOR.
CRA___CRAWL SPACE ACCESS DOOR UNIT
AA___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 RESIDENTIAL
CODE AND THE 2002 INTERNATIONAL RESIDENTIAL CODE EFFECTIVE JANUARY 1, 2003.
-CODE SUMMARY- THIS SUMMARY HIGHLIGHTS IMPORTANT AND COMMON PLANNING AND SAFETY
COMPLIANCE ISSUES. ITEMS IN QUESTION NEED TO BE REFERENCED DIRECTLY TO THE CODE AND
OR THE LOCAL CODE ENFORCEMENT OFFICER.
-COMPLIANCE RESPONSIBILITY-ALL CONTRACTORS ARE RESPONSIBLE FOR ALL CODES GOVERNING
THEIR 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 SWITCH
FAN 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 NOTED
MATERIAL & COLOR AS SELECTED
WALL APPLIED SHINGLE SIDING_
WOOD, CEMENT OR VINYL AS NOTED
WALL APPLIED SIDING_BEVEL OR CLAPBOARD STYLE
WOOD, CEMENTITIOUS OR VINYL AS NOTED
WALL APPLIED SIDING_VERTICAL BOARD & BATTEN
WOOD, CEMENTITIOUS OR VINYL AS NOTED
WALL APPLIED SIDING_VERTICAL STYLE
T&G WOOD, CHANNEL WOOD OR SHEET PRODUCT AS NOTED
BRICK ACCENT ROWLOCK, SOLDIER, JACK ARCH
SIZE & GEOMETRY AS NOTED
BRICK_STANDARD RUNNING BOND
BRICK SIZE AS SELECTED
STONE WALL VENEER_
SIZE, THICKNESS, PATTERN AS SELECTED
STUCCO_PARGE ON BLOCK, HARDCOAT ON WOOD FRAME
OR 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 THICKNESS
WITYHOUT 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 ALL
SLEEPING 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 IN
ALL 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 READILY
OPENABLE 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 SIDE
OF 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 AND
WITH TOP EDGE MORE THAN 36" ABOVE THE FLOOR AND WITHIN 36" HORIZONTALLY OF
WALKING SURFACES.
-GLAZED RAILINGS
-GLAZING IN STAIR LANDINGS AND WITHIN 60" HORIZONTALLY AT TOP & BOTTOM OF STAIRS WITH
IN THE DIRECTION OF TRAVEL, AND WITHIN 60" VERTICALLY OF THE WALKING SURFACE.
-BASEMENTS WITH HABITABLE SPACE AND ALL SLEEPING ROOMS SHALL HAVE AT LEAST ONE
EMERGENCY EXIT OR EXTERIOR DOOR OPENING FOR EMERGENCY ESCAPE. OPENINGS SILL HTS
CANNOT EXCEED 44". MIN CLEAR OPENING AREA IS 4 SF WITHMIN HT OF 22" AND MIN WIDTH
OF 20". MIN GLASS AREA AT GROUND LEVEL IS 5 SF, AND MIN GLASS AREA AT UPPER STORY
IS 5.7 SF.
COMMUNICATION DEVICE
(KNOCKER, CHIME, INTERCOM PACKAGE AS SELECTED)
AFF___ABOVE FINISH FLOOR
CL___CENTERLINE
FFE___FINISH FLOOR ELEVATION
K____KIP (1 THOUSAND LBS)
OC___ON CENTER
LF___LINEAL FT
PL___POINT LOAD
PLF___POUNDS PER LINEAL FT
SI___SQUARE INCH
SF___SQUARE FT
GENERAL MATERIALS
BRK___BRICK
CONC___CONCRETE
CONCBLK___CONCRETE BLOCK
JST___JOIST
CEIL JST__CEILING JOIST
PCONC___POURED CONCRETE
MAS___MASONRY
RAF___RAFTER
CUSTOM LAV (S) & VANITY
SIZE & CONFIGURATION AS DRAWN
FURNITURE GRADE VANITY CABINET
WITH DROP IN SINK
RAILING (OVER THE POST TYPE)
CUSTOM DROP IN TUB CONSTRUCTION
SIZE & CONFIGURATION AS DRAWN-
TUB AS SELECTED
STANDARD 30"W 4 BURNER DROP IN COOKTOP
STANDARD SIZE SHOWER BASES (MAJESTIC)
36X36 42X42 36X60
36X42 42X48
36X48 32X60
PEDESTAL SINK
STANDARD SIZE CORNER SHOWER BASES (MAJESTIC)
42X42 (21"LEG)
48X48 (28"LEG)
WATER CLOSET
STANDARD SIZE TUB/ SHOWER
30X60 SINGLE PIECE FIBERGLASS
30X60 CAST IRON TUB WITH TILE WALL SURROUND
CUSTOM GRADE RANGE OR COOKTOP
STANDARD ONE PIECE GARDEN TUB
36X60 CUTURED MARBLE
42X60 CULTURED MARBLE
42X73 CULTURED MARBLE
CUSTOM SHOWER
SIZE & CONFIGURATION AS DRAWN
SHOWER HEAD(S)& VALVE LOCATION(S)
BUILT IN BASE CABINETRY
STANDARD 30"W 4 BURNER RANGE
STANDARD SINGLE BOWL PREP OR BAR SINK
DISHWASHER
24W 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
REFRIGERATOR
SIZE SELECTION AS DRAWN
STANDARD WASHER & DRYER
SPACE ALLOWDED 5'W X 2'-6"D
UNDERCOUNTER TYPE WASHER & DRYER
SPACE ALLOWDED 5'W X 2'-6"D
STACK STYLE WASHER & DRYER
SPACE 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 MIN
OF 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 1
ROOF ZONE 2
ROOF ZONE 3
WALL ZONE 4
WALL ZONE 5
R301 UNIVERSAL DESIGN CRITERIA
TYPICAL FRAME FLOORS 15PSF
FRAME FLOORS WITH HEAVY TILE OR STONE FLOORING 20 PSF
ROOF WITH ARCHITECTURAL ASPHALTIC SHINGLES OR METAL 10 PSF
ROOF WITH HEAVY DUTY COVERING (SEE ROOF PLAN)
FRAME WALLS_EXTERIOR WITH SIDING 12 PSF
FRAME WALLS _EXTERIOR WITH BRICK 50 PSF
FRAME WALLS_INTERIOR 8PSF
DEAD LOADS USED IN STRUCTURAL CALCULATION UNLESS OTHERWISE NOTED
LIVE LOADS USED IN STRUCTURAL CALCULATION UNLESS OTHERWISE NOTED
EXTERIOR CANTILEVER BALCONIES 60 PSF
DECKS 40 PSF
PASSENGER VEHICLE GARAGES 50 PSF
ATTICS WITHOUT STORAGE (LOW SLOPE ROOF) 10PSF
ATTICS WITH STORAGE 20 PSF
ROOMS OTHER THAN SLEEPING ROOMS 40 PSF
SLEEPING ROOMS 30 PSF
STAIRS 50 PSF
GUARDRAILS & HANDRAILS 200# SINGLE POINT LOAD
DEFLECTIONMAXIMUMS
RAFTERS (HIGH SLOPE AND UNFINISHED) L/180
RAFTERS (LOW SLOPE OR FINISHED) L/240
FLOORS L360
FLOORS WITH SPANS OVER 20' L/480
STRUCTURAL MEMBERS L /240
MASONRY SUPPORT L/600
WALLS-EXTERIOR WITH BRITTLE FINISHES H/240
WALLS -EXTERIOR WITH FLEXIBLE FINISHES H/180
INTERIOR 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 OR
MECHANICAL VENTILATION OF MIN 50 CFM
-MIN CEILING HT IS 7'
-SLOPED CEILING SPACES MAY HAVE NO MORE THAN 50% OF THE TOTAL ARE
LESS THAN 7'
R301 PROJECT SPECIFIC DESIGN CRITERIA
ZONE DEFINITIONS FOR COMPONENTS & CLADDING-FIGURE R301.2(8)
2
3
3
HIP
2
1
GABLE
1
1
111
WALL
333
333
2
22
2
2 2 222
2
2
2
22
2 55
5
4
COMPONENT & CLADDING LOADS (R301.2(2))
EXPOSURE ZONE DESIGN PRESSURE UPLIFT FORCE
5
STANDARD SINGLE LAV & VANITY
22"D X 31"H or 36"H
STANDARD DBL LAV & VANITY
22"D X 31"H or 36"H
TERMITE DESIGN CATAGORY (R301.2(6)) MODERATE TO HEAVY
DESIGN TEMPERATURE (R301.2(1)ICC 18degF
SEISMIC CATAGORY (R301.2(2) B
WEATHERING DESIGN CATAGORY MODERATE
DECAY DESIGN CATAGORY((R301.2(7)) SLIGHT TO MODERATE
SNOW LOAD (R301.2(5) 20PSF
FROST LINE DEPTH 12"
PROJECT: REITZ RESIDENCE
LOCATION: NEWPORT, NORTH CAROLINA
DESIGN WIND SPEED(3 SECOND GUST) (R 301.2(4)) 130 MPH
SOIL CATAGORIES(S)(R401.4.1)(ASSUMED) MED DENSE SAND
PRESUMPTIVE 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 PSF
37.8 PSF
37.8 PSF
41.3 PSF
41.3 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) DP45
ALL 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-30
R-7
NA
NA
R-13
MAX U=0.36
MAX U=0.36
MAX U=0.35
MAX U=0.54
MAX U=0.37
R-30
COMPONENT
FRAME FLOORS OVER UNCONDITIONED SPACE
CRAWL SPACE WALLS
EXTERIOR LOWER LEVEL FRAME WALLS
SLAB PERIMETER
ALL OTHER EXTERIOR WALLS
WINDOW GLAZING
DOOR GLAZING
OPAQUE DOORS (INSULATED)
OPAQUE DOORS (WOOD)
SKYLIGHTS
**FLAT & ANY CATHEDRAL CEILINGS
A-1.3
6. ARCHITECTUREresidential
DATE &
PHASE
PROJECT
SHEET No.
STEPHENCLUGGISH,Architect,
3101ChurchillRd.,Raleigh,N.C.27607PHONE/FAX:919-510-9477
WEB:www.residentialarchitecture.netEMAIL:info@residentialarchitecture.net
REITZRESIDENCE
LOT16&17atSEATRACE&HOLLYLANE
MOREHEADTOWNSHIP,CARTARETCOUNTY
1.12/11/2004SITEPLAN
2.2/8/2004PRECONSTRUCTIONSET
3.2/26/2004PERMIT&CONSTRUCTIONSET
4.
5.
CRA
4'
3'
MO
6'
3'-4"
MO
6'
3'-4"
CRA
4'
3'
MO
3'-4"
6'
5'-4"
5'-4"
6'-8"
3'-7"
1'-7"VERIFY
3'-4"
11/2"
5'-2 1/2"
3'-4"
2"
9.5"VERIFY
1'-9 1/2"
1'-6"
7'-4"
5'-2 1/2"
8'-8"
14'-6"
8'-8"
16'-0"
5'-21/2"
15'-8"
5'-21/2"
9'-5"
8'-2"
11'-3 1/2"
14'-10
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'-10"
6'-6"
7'-0"
11'-8"
7'-0"
11'-8"
2'-0"
1'-4"
3'-4"
6'-6"
6'-7"
6'-7"
2'-0"
11/2"
7'-5"
18'-6"
5'-9"
12'-4"
7'-91/2"
6'-6"
10'-5"
2'-9"
2'-9"
7'-6"
11'-0 1/2"
11'-2"
7'-8"
3'-7"
5'-91/2"5'-91/2"
9'-0"
7'-0"
11'-2"
8'-91/2"
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'-01/2"
14'-0"
3'-71/2"
9"
3'-71/2"
7'-0"
16'-8"
3'-7 1/2"
8"
8'-01/2"
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'-71/2"
3'-7 1/2"
6'-01/2"
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"
21/2"
8'-11"
9'-6"
7 1/2"
1'-4"
18'-10"
14'-0"
13'-6"
15'-21/2"
9.5"VERIFY
1'-7"VERIFY
4" BLOCK SUPPORT FOR
STEEL ANGLE
SLAB & STEEL DECK(5")
10" STEEL BEAM
BLOCK WALL
2" VENEER
SET STRUCTURE FOR 4" DROP-
RAMP UP CONCRETE POUR ONLY TO
BREAKFAST 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 ANGLE
SUPPORT
4" BLOCK ANGLE
SUPPORT
8" PILASTER SUPPORT
FOR STEEL BEAMS
4" BLOCK ANGLE
SUPPORT
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 CHANGES
ARE ACCOMPLISHED USING THE HVAC SYSTEM
PIER TYPE 3
STEELDECK
PIER TYPE 1
PIERTYPE2
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 EACH
WAY MIN 3" ABOVE BOTTOM OF FTG.
PIERTYPE1
PIERTYPE1
PIERTYPE2
PIER TYPE 3
PIERTYPE1
PIER
TYPE2
PIERTYPE1
BIG PIER
3'X6' FTG
PIER TYPE 1
PIERTYPE1
PIER TYPE 3
VENTILATION
CONCRETE BLOCK FOUNDATION
*10" CONCRETE BLOCK BELOW MASONRY
VENEER LOCATIONS TO FINISH GRADE ELEVATION
*8" CONCRETE BLOCK WITH NOMINAL 2" MASONRY
VENEER.
*8" CONCRETE BLOCK-NO VENEER
*4" CONCRETE BLOCK WITH NOMINAL 2" MASONRY
VENEER.
PIER TYPES
*TYPICAL FOOTING SATISFYING MAXIMUM LOADING CONDITION THIS PROJECT BASED
ON 1500 PSF SOIL BEARING CAPACITY REQUIRES WIDTH OF 24" X MIN FOOTING
DEPTH OF 10" WITH 3-#4 REBAR CONTINUOUS
*TYPE 1 PIER FTG TO BE 32" X 32" X 10" DEEP WITH 3#4 BAR EACH
WAY 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 EACH
WAY 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 HT
FOR HOLLOW PIERS IS 5'-4". IF FILLED SOLID PIERS MAX HT
IS 13'-4". ***PIER TYPE 3 EXTENDS TO BOTTOM OF JOISTS.
*HALF PIER 16" X 8" CONCRETE BLOCK WITH TOP 8" EITHER FILLED
SOLID OR SOLID BRICK OR BLOCK. ENGAGED HALF PIERS MAY BE AS
HIGH AS WALL. FREESTANDING PIERS LIMITED TO MAX 2'-8" IN HEIGHT.
PIER
TYPE3
PIERTYPE1
PIER
TYPE3
PIER
TYPE3
PIERTYPE1
(2) PIER TYPE 1
PIER TYPE 2
PIER
TYPE1
SEE WS 6
SEE WS 5
A-2.3
7. ARCHITECTUREresidential
DATE &
PHASE
PROJECT
SHEET No.
STEPHENCLUGGISH,Architect,
3101ChurchillRd.,Raleigh,N.C.27607PHONE/FAX:919-510-9477
WEB:www.residentialarchitecture.netEMAIL:info@residentialarchitecture.net
REITZRESIDENCE
LOT16&17atSEATRACE&HOLLYLANE
MOREHEADTOWNSHIP,CARTARETCOUNTY
1.12/11/2004SITEPLAN
2.2/8/2004PRECONSTRUCTIONSET
3.2/26/2004PERMIT&CONSTRUCTIONSET
4.
5.
CRA
4'
3'
MO
6'
3'-4"
MO
6'
3'-4"
CRA
4'
3'
MO
3'-4"
6'
1'-7"VERIFY
2"
9.5"VERIFY
5'-0"
5'-4"
5'-0"
4'-6
1/2"
5'-0"5'-0"
4'-8"
4'-8"
4'-8"
2'-4"
9.5"VERIFY
1'-7"VERIFY
1
OF4
3.5"STEELPOSTSFROM
SOLID
PIERTO
BOTTOM
FLANGE.
(NO
WOOD)
6X6BOTPLATEAND
4X6
TOP
PLATE
L5X3.5 STEEL ANGLE
OR 4" BLK WALL FOR
STEEL DECK SUPPORT
4" BLOCK SUPPORT FOR
STEEL ANGLE
SLAB & STEEL DECK(5")
10" STEEL BEAM
BLOCK WALL
2" VENEER
SET STRUCTURE FOR 4" DROP-
RAMP UP CONCRETE POUR ONLY TO
BREAKFAST 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 TO
UNDERSIDE OF STEEL DECK
DECK & SLAB MUST EXTEND OVER FIREPLACE
AREA 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 ANGLE
SUPPORT
4" BLOCK ANGLE
SUPPORT
8" PILASTER SUPPORT
FOR STEEL BEAMS
4" BLOCK ANGLE
SUPPORT
HOUSE WALL CONSTRUCTION
OPEN DECK NOM 4"
BELOW FIN FL
STEELDECK
*DROP GIRDER_2 LVL 'S AS NOTED
DROPGIRDER
2-11.875LVL
DBLJST
PIER TYPE 1
W 10X17 DROP STEEL
PIER TYPE 3
DROPGIRDER
2-11.875LVL
2X10
PT
BOLTED/FLASHED
LEDGER
STEELDECK
DROPGIRDER
2-11.875LVL
DROPGIRDER
2-11.875LVL
2X10 PT BOLTED/FLASHED LEDGER
*14" ENGINEERED JSTS @ 16" OC OR AS NOTED
2X10
PT
BOLTED/
FLASHEDLEDGER
PLATE & ANCHORS
*DOOR TO FOLLOW MINIMUM REQUIREMENTS PER CODE SECTION R408.3
*DOOR AS SIZED AND LOCATED MAY BE FIELD ALTERED AS/IF REQUIRED PROVIDED
CODE MINIMUMS ARE MET
VENTILATION
CRAWL SPACE FRAMING
DROPGIRDER
2-11.875LVL
DROPGIRDER
2-11.875LVL
GIRDERS
PIER TYPE 3
*2-2X8 PT PLATES ANCHORED AT CENTERS SPECIFIED ON FOUNDATION PLAN
STEELDECK
2X10
PTJOISTS@
16
LOAD VERIFIED
HOLD FRAMING BACK FOR STONE
TO EXTEND UP & COVER BAND
OR
EXTEND JOISTS PAST STONE 1"
USE 1 LAYER PT PLY AS BAND WITH
1 LAYER 5/8" PVC FINISH TRIM
PIER TYPE 1
STEELDECK
W
10X17DROPSTEEL-TYP
CRAWL SPACE ACCESS DOOR
PERIMETER WALL FRAMING IF REQUIRED
PIER
TYPE2
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 CONTRACTOR
THE 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 S
TO TOP OF FTG.
*6 MIL POLYETHELENE(OPTIONAL REINFORCED) OVEN ENTIRE SURFACE AREA. USE
PLASTIC STAKES OR GRAVEL TO HOLD POLY IN PLACE & TIGHT TO PERIMETER.
UNEXCAVATED
-4"
STRUCTURED SLAB ABOVE
DBL JST
-4"
PIERTYPE1
PIER
TYPE1
FRAMED DECK ABOVE
DBL JST
FLUSH
JST1-14"LVL
FLUSH
JST1-14"LVL
PIER
TYPE2
2X10 PT BOLTED/
FLASHED LEDGER
2X10PT
JOISTS
@
16
PIER TYPE 3
PIERTYPE1
PIERTYPE2
PIERTYPE1
2X10PTBOLTED/
FLASHEDLEDGER
BIG PIER
3'X6' FTG
PIER TYPE 1
DROP GIRDER
2-11.875 LVL
DROP GIRDER
2-11.875 LVL
STRUCTURED SLAB ABOVE
DROP GIRDER
2-11.875 LVL
PIERTYPE1
DROPGIRDER
2-11.875LVL
PIER TYPE 3
PIER
TYPE3
-4"
UNEXCAVATED
FRAMED DECK ABOVE
UNEXCAVATED
CANTILEVER
FLOOR
W
10X17
DROP
STEEL
GARAGE SLAB ABOVE
UNEXCAVATED & FILLED
CRAWL SPACE
GARAGE SLAB ABOVE
UNEXCAVATED
UNEXCAVATED
UNEXCAVATED
FILL & PORCH SLAB ABOVE
PIERTYPE1
PIER
TYPE3
PIER
TYPE3
PIER
TYPE1
(2) PIER TYPE 1
PIER TYPE 2
PIER
TYPE1
-2"
-2"-2"
-2"
-2"
SEE WS 6
SEE WS 5
A-3.1
9. ARCHITECTUREresidential
DATE &
PHASE
PROJECT
SHEET No.
STEPHENCLUGGISH,Architect,
3101ChurchillRd.,Raleigh,N.C.27607PHONE/FAX:919-510-9477
WEB:www.residentialarchitecture.netEMAIL:info@residentialarchitecture.net
REITZRESIDENCE
LOT16&17atSEATRACE&HOLLYLANE
MOREHEADTOWNSHIP,CARTARETCOUNTY
1.12/11/2004SITEPLAN
2.2/8/2004PRECONSTRUCTIONSET
3.2/26/2004PERMIT&CONSTRUCTIONSET
4.
5.
C
O
O
KTO
P
COOKTOP
13'-6"
4 STUDS
2X10 LOW WALL
30" HIGH
DROP FLOOR 1'-3"
RAISED CEIL IN BATH BELOW
EL-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 BELOW
EL-14'TO BOT JSTS
4 STUDS
4 STUDS
CANTILEVER JSTS
FALSE BEAM TO MATCH
CASED DROP BEAMS
2X10 LOW WALL
30" HIGH
2X10 LOW WALL
30" HIGH
2X10 LOW WALL
36"HIGH
1
OF4
3.5"STEELPOSTSFROM
SOLID
PIER
TO
BOTTOM
FLANGE.
(NO
WOOD)
6X6BOTPLATEAND
4X6
TOP
PLATE
DINING RM
HOME OFFICE
GARAGEDRHDR2-20"LVL
PARLOR
SCREENED PORCH
BEARINGWALL
DECK
DECK
TV
FAMILY RM
ENTRY PORCH
STEEL BEAM
FLUSH
UP_W12X19
PANTRY
STEEL BEAM
FLUSH
UP_W12X30
STOOP
GARAGE
LAUND
MASTER
FOYER
BUTLER
M.CLOS
FP
PDR
PITCH
M.BATH
M.CLOS
MAIN FLOOR FRAMING
FLOOR FRAMNG (FOR FLOOR ABOVE)
FLUSHBEAM_2-14"LVL
2X12 PT JOISTS
11 1/4" AT 2ND FL WALL
9 1/4" AT PERIMETER
DBL RIPPED 2X12 'HIP'
3-(RIPPED) 2X12
2-1/4"X9.25" STEEL FLITCH
DROPCASED
PERIMETERBEAM
3-2X10
*POINT LOAD SYMBOLS ARE FOR TRACKING AND CALCULATING LOADING AND BEAM
SIZING. NO ACTION IS REQUIRED EXCEPT AS NOTED.
POINT LOADS
*DROP OR FLUSH BEAM AS NOTED
2 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 SPF
1 JACK STUD REQUIRED
*AND_ FOR ALL HEADERS IN BEARING WALLS FROM 5' TO 9' SPAN__2-1.75 X 9.5 LVL
2 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 CONNECTION
JOIST 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 & DBL
TOP 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
GARAGEDRHDR2-20"LVL
FLUSHBEAM_1-14"LVL
FLUSH BEAM_1-14" LVL
FLUSH BEAM_1-14" LVL
BREAK
BATH/
CHANGING
FLUSH BEAM_1-14" LVL
KITCHEN
PITCH
CASEDDROPBEAM_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
FLUSHBEAM_2-14"LVL
FLUSH BEAM_1-14" LVL
SIDE ENTRY
BEAM
FLUSH
UP_2-14"LVL
CASED DROP BEAM_2-11.875"LVL
2X12 PT JOISTS
11 1/4" AT 2ND FL WALL
9 1/4" AT PERIMETER
2X12 PT JOISTS
11 1/4" AT 2ND FL WALL
9 1/4" AT PERIMETER
DROPCASED
PERIMETERBEAM
3-2X10
COVERED PORCH
PITCH
BEAM
FLUSH
UP_1-14"LVL
DROP JSTS ABOVE GARAGE ONLY
16"DEEP ENG JSTS
DBL RIPPED 2X12 'HIP'
DROP JSTS ABOVE GARAGE ONLY
16"DEEP ENG JSTS
FLUSH BEAM_1-14" LVL
FLUSH
BEAM_1-14"LVL
A-3.3
11. ARCHITECTUREresidential
DATE &
PHASE
PROJECT
SHEET No.
STEPHENCLUGGISH,Architect,
3101ChurchillRd.,Raleigh,N.C.27607PHONE/FAX:919-510-9477
WEB:www.residentialarchitecture.netEMAIL:info@residentialarchitecture.net
REITZRESIDENCE
LOT16&17atSEATRACE&HOLLYLANE
MOREHEADTOWNSHIP,CARTARETCOUNTY
1.12/11/2004SITEPLAN
2.2/8/2004PRECONSTRUCTIONSET
3.2/26/2004PERMIT&CONSTRUCTIONSET
4.
5.
18'-81/2"
RAISED CEIL IN BATH BELOW
EL-11-6 AFF
3 STUDS
RAISED CEIL COMON SPACE
EL-14' TO BOT JSTS
3 STUDS
BRING FIELD DETERMINED KING
SUPPORTS TO THIS LOCATION
3 CASED 2X6
RAISED CEIL IN MASTER SITTING BELOW
EL-14'TO BOT JSTS
UPPER FLOOR FRAMING
DBL JST
EXERCISE
* JOISTS @ 16" OC OR AS NOTED
*DOT REPRESENTS FLUSH CONNECTION
JOIST HANGER OR LEDGER PER BUILDER
DROP FLOOR HERE
SLOPE
*POINT LOAD SYMBOLS ARE FOR TRACKING AND CALCULATING LOADING AND BEAM
SIZING. NO ACTION IS REQUIRED EXCEPT AS NOTED.
POINT LOADS
*DROP OR FLUSH BEAM AS NOTED
2 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 SPF
1 JACK STUD REQUIRED
*AND_ FOR ALL HEADERS IN BEARING WALLS FROM 5' TO 9' SPAN__2-1.75 X 9.5 LVL
2 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 & DBL
TOP 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
FLUSH
UP_2-9.5"LVL
SLOPE
CLOS
BEAM
FLUSH
UP_2-9.5"LVL BARREL CEILINGCLOS
GUEST
OPEN
SLOPE
BEDROOM#1
BEDROOM#2
BATH#1
BEAM
FLUSH
UP_2-9.5"LVL
CLOS
BEAM FLUSH UP_2-9.5"LVL
OBSERVATION
CLOS
CLOS
SLOPE
CLOS
SLOPE
OFFICE
ATTIC
SLOPE
SLOPE
SLOPE
SLOPE
BEARING
WALL
WALL FRAMING- 9' NOMINAL WALL HT
WALL ABOVE TO
ROOF
FLOOR FRAMNG (FOR ATTIC FLOOR ABOVE)
BEARING WALL
BEARING WALL
COMMON SPACE
BEAM
FLUSH
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
13. ARCHITECTUREresidential
DATE &
PHASE
PROJECT
SHEET No.
STEPHENCLUGGISH,Architect,
3101ChurchillRd.,Raleigh,N.C.27607PHONE/FAX:919-510-9477
WEB:www.residentialarchitecture.netEMAIL:info@residentialarchitecture.net
REITZRESIDENCE
LOT16&17atSEATRACE&HOLLYLANE
MOREHEADTOWNSHIP,CARTARETCOUNTY
1.12/11/2004SITEPLAN
2.2/8/2004PRECONSTRUCTIONSET
3.2/26/2004PERMIT&CONSTRUCTIONSET
4.
5.
ARC
3'-6"
12'
17'-5"
17'-21/2"
14'-4"
15'-4"
19'-6 1/2"
12'-5"
19'-10"
18'-2"
14'-91/2"
VALLEY TIES INTO
TRIPLE RAFTER
TIE VALLEY TO RIDGE
KING BELOW
BRACES-RAFTER
TO
BEAM
BRACES-RAFTER
TO
WALL
KING BELOWASSYMETRICAL HIPS-
KEEP OVERHANG EQUAL &
ADJUST PITCH & PLATE HT
TO KEEP FASCIA LEVEL
KING BELOW
DBL RAFTERS AT GABLE END
WALL TO FUNCTION AS WINDOW HDR
DBL RAFTERS AT GABLE END
WALL TO FUNCTION AS WINDOW HDR
DBL RAFTERS AT GABLE END
WALL TO FUNCTION AS WINDOW HDR
DBL RAFTERS AT GABLE END
WALL TO FUNCTION AS WINDOW HDR
DBLRAFTERSATGABLEEND
WALL
TO
FUNCTION
ASWINDOW
HDR
VALLEYBEAM_2-9.5"LVL
ROOF FRAMING PLAN
GRAPHIC RAFTER LAYOUT IS SCHEMATIC AND INTENDED FOR
CONSTRUCTION CLARITY. IT IS NOT A RAFTER SPECIFIC
ENGINEERING PLAN.
FRAMING
BEARINGWALLBELOWBEARINGWALLBELOW
BEAM
BELOW
VALLEYBEAM_1-9.5LVL
*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
KNEEWALLBELOW
BEAM BELOW
VALLEYBEAM_2-2X10
BEARINGWALLBELOW
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 ROOF
MAX HOR SPAN LIMITED BY LUMBER LENGTH
MAX STRUCTURAL SPAN PER CODE
24' LUMBER LENGTH
BEARINGWALLBELOW
VALLEY BEAM_2-2X10
VALLEYBEAM_2-2X10
VALLEY BEAM_1-2X10
VALLEYBEAM_1-2X10
A-4.2
14. ARCHITECTUREresidential
DATE &
PHASE
PROJECT
SHEET No.
STEPHENCLUGGISH,Architect,
3101ChurchillRd.,Raleigh,N.C.27607PHONE/FAX:919-510-9477
WEB:www.residentialarchitecture.netEMAIL:info@residentialarchitecture.net
REITZRESIDENCE
LOT16&17atSEATRACE&HOLLYLANE
MOREHEADTOWNSHIP,CARTARETCOUNTY
1.12/11/2004SITEPLAN
2.2/8/2004PRECONSTRUCTIONSET
3.2/26/2004PERMIT&CONSTRUCTIONSET
4.
5.
9'-11/2"10'-11/2"
UPPER ATTIC
UPPER FLOOR
MAIN FLOOR
12
12
FRONT ELEVATION
PROPOSED GRADE
EXISTING GRADE
ROOFING:
SITE ELEVATIONS
13
12
11
10
9
8
7
6
5
4
3
14
TYPE_400 LB ARCHITECTURAL STYLE
WARRANTY_40 YR
MANUFACTURER/MODEL_AS RECOMMENDED BY BUILDER AND
AS APPROVED
COLOR_AS SELECTED
TYPICAL MATERIALS AND NOTES
FLAGSTONE PORCHES & WALKWAYS
TYPE_1" TO 1.5" AS AVAILABLE
PATTERN_RANDOM FLAGSTONE
COLOR_
INSTALLATION_MUD INSTALLED ON CONCRETE PORCHS
DRY INSTALLED ON FINES FOR EXTERIOR LANDSCAPE WALKS
STONE VENEER_FOUNDATION & CHIMNEY WALLS:
STONE VENEER_ SELECTED LANDSCAPE FEATURES
TYPE_APPLIED VENEER _2"" THICK
PATTERN_RAVENWOOD FIELDSTONE
PER LUCK STONE
TYPE_STACKING VENEER _MIN 4" THICK
PATTERN_UNCOURSED FIELDSTONE TO
MATCH 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 CONDITION
FINISH/COLOR_FACTORY APPLIED SEMI TRANSPARENT
OR OPAQUE STAIN AS SELECTED
GUTTERS
TYPE_ALUMINUM PREFINISH
EXTERIOR RAILINGS
IPE & ALUM (OR COPPER) TUBE SPINDLES
SEE WS5 FOR DETAIL
MANUFACTURER_CLOPAY COACHMAN SERIES STEEL CARRAIGE STYLE DESIGN (OR EQUAL)
STYLE_SERIES 1 MODEL C13 WITH SQ 24 WINDOWS
MOTOR_SIZED FOR DOOR
OPERATORS_GARAGE PUSH BUTTON, GARAGE KEYPAD, 2 REMOTE OPERATORS (EACH DOOR)
MANUFACTURER_PELLA CLAD DESIGNER SERIES & OR ARCHITECTS SERIES TO MEET SPECIFIED SIZES
GLASS_INSULATED SOUTHERN LOW 'E' WITH LAMINATED OPTION
CLADDING_WHITE
GRILLS_SIMULATED 1 1/8" GRILLS PER ELEVATIONS
HARDWARE_WHITE
ACCESSORIES_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 MATERIAL
RECOMMENDED SELECTION_PVC TRIMS AND SHEETGOODS BY AZEK (www.azek.com)
FINISH_PAINT AS SELECTED
SOFFITS & CEILINGS_AZEK BEADBOARD WITH WHITE VINYL STRIP VENTILATION
_ OR_ VENTED VINYL BEAD BOARD SOFFIT BY CERTAINTEED
10'-11/2"9'-11/2"
12
12
GRILL
PROPOSED GRADE
LEFT ELEVATION
EXISTING GRADE
CRAWL SPACE
UPPER FLOOR
MAIN FLOOR
UPPER ATTIC
12
12
12
6
PROPOSED GRADE
EXISTING GRADE
REAR LEFT ELEVATION
A-5.1
16. ARCHITECTUREresidential
DATE &
PHASE
PROJECT
SHEET No.
STEPHENCLUGGISH,Architect,
3101ChurchillRd.,Raleigh,N.C.27607PHONE/FAX:919-510-9477
WEB:www.residentialarchitecture.netEMAIL:info@residentialarchitecture.net
REITZRESIDENCE
LOT16&17atSEATRACE&HOLLYLANE
MOREHEADTOWNSHIP,CARTARETCOUNTY
1.12/11/2004SITEPLAN
2.2/8/2004PRECONSTRUCTIONSET
3.2/26/2004PERMIT&CONSTRUCTIONSET
4.
5.
2'-41/2"
5'-0"3'-8"
3'-6"
2'-6"
1'-0"
12'-0"
3'-10"
4'-6"
8'-8"
2'-0"8'-101/2"9'-111/2"
1'-3"
TYPICAL BRACKETS
1 OF3 SIMILAR FRONT GABLE ENDS-
SEE WS4 FOR TRIM NOTES
1X12
PVC TRIMMED 8"
PROJECTED
BOX WINDOW
ONLY NON-STANDARD TRIMS ARE NOTED
E1 ELEVATION
GARAGE SLAB
MAIN FLOOR
UPPER ATTIC
DROP FLOOR
2'-0"
10'-11"
4'-6"
7'-4"
2'-10"
8'-1"
10'-11/2"9'-11/2"
PROJECTED NON STRUCTURAL ARCH-
SEE WS2
SEE WS2 FOR DIMENSIONS & TRIMS
5 I 12 PITCH THESE GARAGE SHEDS
STEEL CARRAIGE STYLE DOOR-
CLOPAY COACHMAN COLLECTION
MODEL C13
SQ24 WINDOW
(DOOR DEPICTED IS NOT EXACT)
1X8 HEAD TRIM AT WALL
PVC PANEL AT WALL-4 1X5 BATTENS
TO ALIGN WITH GARAGE
DOOR 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'-11/2"
7"
1'-0"
12'-0"
8'-6"
2'-0"6'-10"
10'-11/2"
5'-0"
1'-8"4"
1'-8"
9"
FINAL FRONT DOOR
ASSEMBLY TO BE
SELECTED
MANUFACTURED
TAPERED COLUMNS
BY TURNKEY INDUSTRIES
1 OF 3 SIMILAR GABLE ENDS-
SEE WS4 FOR TRIM NOTES
PROJECTED PVC HEAD TRIM
8"W PROJECTED WALL ENDS TO
CREATE SHADOW DEPTH FOR
WINDOW
SET BARREL ROOF RADIUS TO
BE JUST BELOW WALL/ROOF
JUNCTURE
SEE WS2 FOR DETAILS &
DIMENSIONS THIS
FRONT PORCH
MAIN FLOOR
PLATE HT
ONLY NON-STANDARD TRIMS ARE NOTED
E3 ELEVATION
UPPER FLOOR
3'-0"
4'-0"
2'-0"
8'-10"
10'-11/2"
2'-8"4'-0"
6'-8"
8'-6"
9'-11/2"
FIELD DETERMINE CASING
WIDTH AND TRIM AT
ANGLE CONDITIONS
FOR THIS 2 STORY BAY
WIDE CORNER ON FACE TO
FILL FLAT WALL
PVC SHEET FLAT PANELS
STANDARD BARGE
UPPER ATTIC
E4 ELEVATION
PLATE
UPPER FLOOR
MAIN FLOOR
E5 ELEVATION
IDENTICAL TO E1
10'-11/2"9'-11/2"
6'-81/2"
8'-0"
6'-6"
2'-8"
1'-8"
2'-0"
4"
7'-31/2"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
SCREENPANEL
SCREEN PANEL
SCREEN PANEL
10'-11/2"
8"
2'-0"
2'-0"
6'-10"
6'-6"
8'-0"
9'-11/2"
6'-10"
14'-8"
2'-8"
2'-0"
91/2"
SEE WS5AND PS3 FOR DIMENSIONS
& DETAILS HERE
14"DIA ROUND POLYCAST
STRUCTURAL COLUMNS-
LOAD REQ'MNT 2KIPS
SEE WS6 AND PS4 FOR DIMENSIONS
& DETAILS HERE
2X4 ANGLES SUPPORT WALLS TO
CARRY SKIRT ROOF OCCUR AT ANGLED
JUNCTURES. 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
PLATE
PLATE
ONLY NON-STANDARD TRIMS ARE NOTED
E7 ELEVATION
2-9.25" LVL HDR
6'-6"
2'-8"
4'-0" 4'-0"
17'-2"
3'-11/2"
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 NOTED
E8 ELEVATION
PLATE
LANDING
LANDING
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 FOR
DETAILS & DIMENSIONS
CORNER TRIM CONDITION TO BE FIELD
RESOLVED SIMILAR TO FRONT OFFICE
BAY AFTER WINDOWS ARE INSTALLED
AND CORNER SPACING IS EXACT
STRUCTURAL SHEATHING TO
SPAN 2X8 TO 2X6 WALL CONDITION
ALL WALLS
PVC SHEET SIDING
ONLY NON-STANDARD TRIMS ARE NOTED
E9 ELEVATION
UPPER ATTIC
MAIN FLOOR
2X6WALL2X8WALL
5'-0"
2'-0"
8'-10"
15'-3"
2'-0"
8"
2'-8"
91/2"
1 TIER FRIEZE(SAME TOTAL HT)
TO CARRY AROUND BAY AND BETWEEN
WINDOWS
2 TIER FRIEZE PER WS10
1 OF 3 SIMILAR REAR GABLE ENDS-
SEE WS6 FOR TRIMS
3-2X6 STUD COL.
UPPER FLOOR
E10 ELEVATION
ONLY NON-STANDARD TRIMS ARE NOTED
MAIN FLOOR
UPPER ATTIC
2-9.25" LVL HDR
13'-1"
2'-0"
4'-6"
8"
1'-0"
71/2"
8'-10"
1 TIER FRIEZE(SAME TOTAL HT)
TO CARRY AROUND BAY AND BETWEEN
WINDOWS
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 NOTED
E11 ELEVATION
TUB DECK
TEMP
ARC
3'-6"
12'
ELleftELleft
ELrear45
ELrear45
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
17. ARCHITECTUREresidential
DATE &
PHASE
PROJECT
SHEET No.
STEPHENCLUGGISH,Architect,
3101ChurchillRd.,Raleigh,N.C.27607PHONE/FAX:919-510-9477
WEB:www.residentialarchitecture.netEMAIL:info@residentialarchitecture.net
REITZRESIDENCE
LOT16&17atSEATRACE&HOLLYLANE
MOREHEADTOWNSHIP,CARTARETCOUNTY
1.12/11/2004SITEPLAN
2.2/8/2004PRECONSTRUCTIONSET
3.2/26/2004PERMIT&CONSTRUCTIONSET
4.
5.
0"
8'-8"
10'-41/2"
-2'-8"
GARAGE FLOOR ELEVATION MAY VARY
DROP BEAM
CANTILEVER ENG JSTS
FLUSH BEAM
GARAGE SLAB-PITCH TO
2'DEEP FALSE ACRCH
OVER GARAGE DOORS
PROFILE SECTION PS1
PROFILE SECTIONS ARE FOR VISUAL REFERENCE
AND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTES
ON RESPECTIVE PLANS.
GARAGE
16" DEEP ENG JSTS
(AT DROP FLOOR ABOVE GARAGE ONLY)
OFFICE
PROFILE SECTION PS1
PROFILE SECTIONS ARE FOR VISUAL REFERENCE
AND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTES
ON RESPECTIVE PLANS.
1'-3"
1'-6"
5'-0"
10'-41/2"
CONDITIONAL PER EXCAVATION
GARAGE FLOOR ELEVATION MAY VARY
DROP BEAM
CANTILEVER ENG JSTS
FLUSH BEAM
GARAGE SLAB-PITCH TO
2'DEEP FALSE ACRCH
OVER GARAGE DOORS
PROFILE SECTIONS ARE FOR VISUAL REFERENCE
AND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTES
ON RESPECTIVE PLANS.
PROFILE SECTION PS2
ATTIC
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
DECK
BATH#3KITCHEN
CRAWL SPACE
PROFILE SECTIONS ARE FOR VISUAL REFERENCE
AND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTES
ON RESPECTIVE PLANS.
PROFILE SECTION PS3
THIS SECTION HAS A BROKEN VIEW LINE
SCREENED PORCH
BATH#2
14'-0"
9'-11/2"
8'-6"
19'-11 1/2"
FLUSH STEEL BEAM
HYDRO STOP
DROP GIRDER CANTILEVER JSTS
FLUSH UP BEAM
CUT RAFTER TAILS HORIZONTAL & BEAR
ON FLAT 2X10
DROP STEEL BEAMS
PT PITCHED JOISTS-SEE FRAMING PLAN
DROP CASED PERIMETER
PORCH BEAM
BABY RAIL
PARTIAL ROOF
SEE DETAIL SECTION
PARTIAL SOFFIT-
SPACE FOR DRAINAGE
LOW WALL
FLUSH UP BEAM
OVERFRAME ROOF
AREA
WALL
FLAT CEIL
BEARING WALL
SUPPORT BRACES TO
RELIEVE RAFTER SPAN
(SEE ARROWS ON FRAMING PLAN)
BREAK
KITCHEN
HOME OFFICE
CRAWL SPACE
G. BATH
PROFILE SECTIONS ARE FOR VISUAL REFERENCE
AND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTES
ON RESPECTIVE PLANS.
PROFILE SECTION PS4
OPEN
BEDROOM#2 HALL
ATTIC
AR
3'-4"11'
ARC
2'-8"
11'
PS7
PS7
PS4
PS4
PS1 PS1
PS5PS5
PS8
PS8
PS6PS6
PS3
PS3
PS2 PS2
PROFILE SECTION
KEY PLAN
A-6.1
18. ARCHITECTUREresidential
DATE &
PHASE
PROJECT
SHEET No.
STEPHENCLUGGISH,Architect,
3101ChurchillRd.,Raleigh,N.C.27607PHONE/FAX:919-510-9477
WEB:www.residentialarchitecture.netEMAIL:info@residentialarchitecture.net
REITZRESIDENCE
LOT16&17atSEATRACE&HOLLYLANE
MOREHEADTOWNSHIP,CARTARETCOUNTY
1.12/11/2004SITEPLAN
2.2/8/2004PRECONSTRUCTIONSET
3.2/26/2004PERMIT&CONSTRUCTIONSET
4.
5.
2'-6"
14'-0"
FLUSH UP BEAM
TIES
DROP BEAM
DROP GIRDER
DROP STEEL
ARCH WINDOW OVER ENTRY
SKYLIGHTS
2X6 WALL
DINING
BALCONY
DECK
COVERED
ENTRY
PROFILE SECTIONS ARE FOR VISUAL REFERENCE
AND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTES
ON RESPECTIVE PLANS.
PROFILE SECTION PS5
ATTIC
CRAWL SPACE
GUEST BEDRM
PARLOR/STAIR
CASED DROP BEAM
FLUSH UP BEAM
FLUSH UP BEAM
20'-0"
8'-6"
1'-4"
5'-0"
ARCH WINDOW OVER ENTRY
FLUSH BEAM UP
FLUSH BEAM UP
DROP BEAMS
DBL JSTS
CANTILEVER JSTS ABOVE
FLUSH BEAM UP
2X6 FRAME WALLS
2X8 FRAME WALLS
ATTIC
CRAWL SPACE
PARLOR/STAIR
PROFILE SECTIONS ARE FOR VISUAL REFERENCE
AND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTES
ON RESPECTIVE PLANS.
PROFILE SECTION PS6
MEDIA RM
DINING CASED DROP BEAM
10'-11/2"
11'-6"
CASED DROP PORCH BEAM
RAISED CEIL OVER TUB
CRAWL SPACE
M.CLOS
M. BATH
PROFILE SECTIONS ARE FOR VISUAL REFERENCE
AND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTES
ON RESPECTIVE PLANS.
PROFILE SECTION PS7
EXERCISE
0"
-2'
10'-41/2"
8'-8"
2'DEEP FALSE ACRCH
OVER GARAGE DOORS
FLUSH BEAM
CANTILEVER ENG JSTS
DROP BEAM
GARAGE FLOOR ELEVATION
MAY VARY
GARAGE SLAB-
PITCH TO DOOR
2X6 FRAME WALLS IN GARAGE
PROFILE SECTIONS ARE FOR VISUAL REFERENCE
AND HEIGTH RELATIONSHIPS. FIND SPECIFIC NOTES
ON RESPECTIVE PLANS.
PROFILE SECTION PS8
GARAGE
ATTIC
16" DEEP ENG JSTS
(AT DROP FLOOR ABOVE GARAGE ONLY)
AR
3'-4"11'
ARC
2'-8"
11'
PS7
PS7
PS4
PS4
PS1 PS1
PS5PS5
PS8
PS8
PS6PS6
PS3
PS3
PS2 PS2
PROFILE SECTION
KEY PLAN
A-6.2
19. ARCHITECTUREresidential
DATE &
PHASE
PROJECT
SHEET No.
STEPHENCLUGGISH,Architect,
3101ChurchillRd.,Raleigh,N.C.27607PHONE/FAX:919-510-9477
WEB:www.residentialarchitecture.netEMAIL:info@residentialarchitecture.net
REITZRESIDENCE
LOT16&17atSEATRACE&HOLLYLANE
MOREHEADTOWNSHIP,CARTARETCOUNTY
1.12/11/2004SITEPLAN
2.2/8/2004PRECONSTRUCTIONSET
3.2/26/2004PERMIT&CONSTRUCTIONSET
4.
5.
8'-10"
VERIFYINFIELD
6 1/2"6 1/2"
4'-6"
8'-8"
10'-4.5"
7'-4"
7 1/2"
1'-2"
7"
10'-11/2"
1'-31/2"
1'-4"
5'-0"
8'H OVERHEAD STEEL DOOR
TYPE 2_ 3'-4" X 3'-4" X 10"D CONC
2-11.875 LVL DROP GIRDER BEYOND
5/8 PVC SHEET CUT TO ARCH GEOMETRY
1" ARCH SHEET CUT TRIM
5/8"PVC SHEET ARCH
1X6
1X6
1X6
1X6
5/8"PVC SHEET
LVL HEADERS
2X6 FRAME WALL
CANTILEVER FLOOR JOISTS
16" X 16" CONC BLOCK PIER
UNDISTURBED AND WITH MIN 2000 PSF BEARING
14" ENGINEERED JOISTS
OPTIONAL TREATED BEARING PLATE
OR STEEL SHIMS PER BUILDER PRACTICE
ALL PIERS TOP 8" TO BE SOLID OR FILLED
TYPE 3_2'-8"X2'-8" X 10" D CONC
ALL PIERS TOP 8" TO BE SOLID OR FILLED
UNDISTURBED AND WITH MIN 2000 PSF BEARING
14" ENGINEERED JOISTS
OPTIONAL TREATED BEARING PLATE
OR STEEL SHIMS PER BUILDER PRACTICE
ALL PIERS TOP 8" TO BE SOLID OR FILLED
16" X 16" CONC BLOCK PIER
UNDISTURBED AND WITH MIN 2000 PSF BEARING
2-11.875 LVL DROP GIRDER
TYPE 1_2'-8"X2'-8" X 10" D CONC
TYPE 2_ 3'-4" X 3'-4" X 10"D CONC
14" ENGINEERED JOISTS
5 IN 12 PITCH THESE 2 GARAGE SHEDS
SINGLE TIER FRIEZE THESE GARAGE SHED
DORMERS ONLY
RIP FOR FRIEZE & HEAD TRIM AS REQ'D
TYP DROP PORCH BEAM-4 LOCATIONS
*2-2X8 PLATES
*2-TIER TRIM INSIDE &OUTSIDE
*3-2X10 PACKED OUT TO 7.5"
*PACK OUT TECHNIQUE PER BUILDER
CENTERLINE OF COL & BEAM
FROM FOUNDATION CONTROL
OUTLINE
TAPERED STRUCTURAL COLUMN.
SUGGESTED VENDOR IS TURNKEY INDUSTRIES
888.782.3908 www.turnkeymillwork.com
6X6 PT STRUCTURAL POST WITHIN
PVC SHELL HOUSING
ANCHOR BASE PLATE CONNECTING 6X6
TO FOUNDATION AS SELECTED WITH
CONTRACTOR
FILL
FLASHING
24"X24" CONC BLOCK PIER
OFFICE/EXERCISE
SIMILAR
TYP BEAM DETAILSFAMILY RM &
KITCHEN
FLUSH
BEAM
GARAGE
SEE PS6 FOR UPPER
FLOOR/ROOF CONSTRUCTION
THIS SECTION
CRAWL SPACE
MAIN FLOOR
UPPER FLOOR
WS2 @ FRONT PORCH
FRONT PORCH
WS1 @ GARAGE DOOR
FLUSH
BEAM UP
FLUSH
STEEL
BEAM
PARTITION
SUPPORT
DROP
DRESSED
BEAM
FINAL TRIM PACK OUT
TO BE DETERMINED
DROP
FALSE
BEAM
DINING RM
TYPE 3 PIER DETAILTYPE 1 PIER DETAIL TYPE 2 PIER DETAIL
CRAWL SPACE
4" GARAGE SLAB
CEDAR SHINGLES
5/4X6 HEAD TRIM
MIN WALL THICKNESS-
4" STONE/4" BLOCK/4" STONE
(STONE MAY BE WIDER)
OVERHANG DETAILS REMAINS
CONSISTENT
5/4X5
8" BLOCK
FRIEZE DETAILS REMAINS CONSISTENT
3.5" DIA STEEL POST WITH 6X6 BEARING PLATE
DIRECT ON PIER
FRIEZE DETAILS REMAINS CONSISTENT
DROP BEAM DETAILS
REMAINS CONSISTENT
OVERHANG DETAILS REMAINS
CONSISTENT
PVC DRIP
WS3
WS4
WS2
WS1
WS1_SIMILAR
WS6WS5
WS7
WS4
WALL SECTION KEY PLAN
A-7.1
DRAWINGS HAVE BEEN REDUCED TO FIT SHEET
DO NOT SCALE
20. ARCHITECTUREresidential
DATE &
PHASE
PROJECT
SHEET No.
STEPHENCLUGGISH,Architect,
3101ChurchillRd.,Raleigh,N.C.27607PHONE/FAX:919-510-9477
WEB:www.residentialarchitecture.netEMAIL:info@residentialarchitecture.net
REITZRESIDENCE
LOT16&17atSEATRACE&HOLLYLANE
MOREHEADTOWNSHIP,CARTARETCOUNTY
1.12/11/2004SITEPLAN
2.2/8/2004PRECONSTRUCTIONSET
3.2/26/2004PERMIT&CONSTRUCTIONSET
4.
5.
7 1/2"
5 1/2"
5'-0"
1'-31/2"
1'-3"
8'-8"
8'-10"
7 1/2"
1'-0"
8'-10"1'-31/2"
1'-0"
6'-10"2'-0"
2'-0"7'-0"
4"10"
5'-0"3'-8"
1'-6"
1'-6 1/2"
9'-11/2"
2'-41/2"
8"
1'-0"
6'-10"
8'-0"
9'-11/2"
2'-0"
3'-0"
STONE VENEER-LAY WITH
BLOCK WALL
PVC TRIMS
16" ENGINEERED JSTS @16"
CENTERLINE OF BEAM & SCREEN FRAMING
CENTERLINE OFFSET
ALUM FRAME REMOVEABLE
SCREEN PANEL
2-2X6
3-PT-2X6 PLATE
PVC TRIMS
PROVIDE FLOOR DRAIN IN
SCREEN PORCH WITH PVC PIPE
TO DAYLIGHT.
CONSIDER PLASTIC RESIDENTIAL
YARD DRAIN
1-2x6
IPE BEVELED CAP
HORIZONTAL OPEN
2X3 SOPPORT AT 54" +/- OC
ANCHORED TO DECK STRUCTURE
5/4X3
1/2" ALUM OR COPPER
TUBE IN ALTERNATING
PATTERN
BLIND FASTENERS FOR TUBE AND FOR IPE DECKING AVAILABLE
AT BANNER ELK TRADING (www.bannerelktrading.com)
3-#4 BAR
1/2" BAR BOLT 2' FROM CORNERS
& 6' OC OR PER TABLE 4401.1.1
1/2" BAR BOLT 2' FROM CORNERS
& 6' OC OR PER TABLE 4401.1.1
2-2X8 PT PLATE
1/2" ANCHOR BOLTS AT 18" OC
8d NAILS STAGGERED AT 3" OC
FOR UPLIFT CONTINUITY
BOND BEAM WITH 1-#5 BAR
3-#4 BAR
2-2X8 PT PLATE
8d NAILS STAGGERED AT 3" OC
FOR UPLIFT CONTINUITY
3-#4 BAR
1X8
2-16" LVL FLUSH BEAM
PREFINISHED WHITE SOFFIT
FLAGSTONE
END JST IS HEADER OVER WINDOW BOXES
1X5
STEEL DECK & CONCRETE
5/4X6 FRIEZE & WINDOW HEAD TRIM-RIP AS REQ'D FOR
CONTINUOUS ALIGNMENT
L 5X3.5 ANGLE (WHERE REQ'D
SEE PLAN)
DROP STEEL BEAM
HALF PIER
8" BLOCK
ANCHORS & TRATED PLATE
2X8 PT RIM JST
4" BLOCK WALL SUPPORT
FOR STEEL ANGLE
2X6 PT NAILER/LEVELER CAP
ANCHOR RAIL SUPPORTS
DOWN HERE
DECK TRIM
DECKING
GARAGE
1 OF 4 SIMILAR
GABLE END DETAILS
WOOD STEPS DO NOT
SHOW THIS SECTION
SCREENED PORCH
OPEN DECK
ATTIC
CRAWL SPACE
LAUNDRY
CRAWL SPACE
MAIN FLOOR
UPPER FLOOR
ALTERNATE ANCHORAGE
W/BOND BEAM
WS4 @ CARPORT END WALL WS5 @ SCREENED PORCH
CRAWL SPACE
MAIN FLOOR
ALTERNATE ANCHORAGE
W/THRU BAR BOLT
WS3 @ MUD ROOM (TYPICAL 1 STORY)
& TYPICAL FOUNDATION ANCHORAGE DETAIL
BATH #2
5/4X5
(SILL & JAMB CASING TYP)
DROP BEAM DETAIL
REMAINS CONSISTENT
12" BLOCK
8" BLOCK
4" CARPORT SLAB
5/8 X4 BENT SHADOW LINE DRIP
5/8 X8 CURVED CASING (SHEET CUT)
INSULATION IS OWNER OPTION
5/4X5
CEDAR SHINGLES
PVD DRIP
5/4X6 HEAD TRIM
FRIEZE DETAILS REMAINS CONSISTENT
CUSTOM ARC WINDOW
1X8
5/4X5
5/8" SHEET PVC
SHEATHING
2X8 FRAMING
5/8X4
5/8X8
BRACKET-3 LAYERS 5/4 THK
SHINGLES
DBL RAFTER
2X6 LADDER
RAFTER TIES
SHINGLES
PVC DRIP
1X12
1X8
1X5
WHITE SOFFIT
5/4X8
5/8X3 (RIPPED)
5/4X12
2 TIER FRIEZE-2X4 FURRING TO BREAK PLANE
PVC DRIP
1X12
CEDAR SHINGLES
5/4X6 HEAD TRIM
PVC DRIP
FRIEZE DETAILS REMAINS CONSISTENT
5/4X6 HEAD TRIM
5/4X5
(SILL & JAMB CASING TYP)
CASEMENT WINDOW
WS3
WS4
WS2
WS1
WS1_SIMILAR
WS6WS5
WS7
WS4
WALL SECTION KEY PLAN
DRAWINGS HAVE BEEN REDUCED TO FIT SHEET
DO NOT SCALE
A-7.2
21. ARCHITECTUREresidential
DATE &
PHASE
PROJECT
SHEET No.
STEPHENCLUGGISH,Architect,
3101ChurchillRd.,Raleigh,N.C.27607PHONE/FAX:919-510-9477
WEB:www.residentialarchitecture.netEMAIL:info@residentialarchitecture.net
REITZRESIDENCE
LOT16&17atSEATRACE&HOLLYLANE
MOREHEADTOWNSHIP,CARTARETCOUNTY
1.12/11/2004SITEPLAN
2.2/8/2004PRECONSTRUCTIONSET
3.2/26/2004PERMIT&CONSTRUCTIONSET
4.
5.
2'-0"6'-10"
8'-6"
1'-6"6'-0"
7'-6"
1'-8"
10'-11/2"
8'-10"1'-31/2"
1'-0"
2'-31/2"
8'-6"
6'-10"
9'-11/2"
1'-4"
7 1/2"
8'-10"
2'-0"
1'-0"
20'-0"
7"
2'-2"
9'-4"PLATEHTABOVEPATIODOOR
10"
5'-6"
1'-2"
3'-0"
9'-2"
12'-8"
1'-10"
9'-11/2"
6'-10"
1'-31/2"
7"
4 1/2"
11"
2'-0"
1'-0"
2'-0"6'-0"
6"
2-2X12 PT HEADER-FLUSH AT BOTTOM
5/4X12 FRIEZE
EXTENSION
ALIGNED TRIM UNDER PORCH
UPPER KNEE WALL
PATIO DOOR
FLAGSTONE
OPTIONAL FALSE CEILING PLANE
TO BE FIELD DETERMINED & SIZED
STEEL DECK & CONCRETE
5/4X12
CENTERLINE OF COL & BEAM
FROM FOUNDATION CONTROL
OUTLINE
POLYCAST STRUCTURAL COL
FLOOR STRUCTURE BAND
HYDRO STOP DECK SURFACE AND FLASHING
1X5 BASE TRIM OVER HYDRO STOP FLASHING
PVC DRIP
SHINGLES
TREATED PLYWOOD
TAPER CUT PT JOISTS-TO 9.25"
DROP STEEL BEAM
ANCHOR BASE PLATE CONNECTING 6X6
TO FOUNDATION AS SELECTED WITH
CONTRACTOR
OPTIONAL 4" BLOCK SUPPORT WALL FOR FOR STEEL ANGLE
L 5X3.5 ANGLE (WHERE REQ'D
SEE PLAN) BOLTED TO BAND OR
CONC/DECK/ANGLE
REQUIRES ANCHORAGE TO BOND BEAM
*METHOD TO BE APPROVED
NON SPECIFIC SECTION WITH TYPICAL CONSTRUCTION NOTESWS7 @ LIVING RM OPEN 2 STORY
LOW WALL PLATE
BREAKFAST
NOTE ALL SIMILAR CONDITIONS-
ACTUAL GLAZING HT IS 1'-6+"
ABOVE FLOOR AND DOES NOT
REQUIRE TEMPERING-
CONFIRM WITH LOCAL CEO
**WATER MANAGEMENT TO BE VERIFIED
WITH CONTRACTOR PRIOR TO CONSTRUCTION
MAIN FLOOR
SEE FDN PLAN FOR FDN WALL HTS-
DO NOT SCALE THIS DRAWING
UPPER FLOOR
CRAWL SPACE
SMALL OPEN CEILING AREA
WS6 @ COVERED PORCH
PLAN (AT EACH ANGLE)
SUPPORT WALL
CRAWL SPACE
BEDROOM
EAVE AT
PATIO DOOR
COVERED PORCH- SET STRUCTURE FOR 4" BELOW FIN FL
PITCH CONCRETE FROM PERIMETER UP TO BREAK WALL
MAIN FLOOR ASSEMBLY:
*3/4" ADVANTEK FLOOR SHEATHING
*R-19 MIN FLOOR INSULATION
*14" ENG JOISTS @ 16" OC-SEE PLAN
*14" ENG BAND
FOUNDATION BELOW GRADE:
*10" BLOCK FROM FTG TO GRADE(OR SEE FDN PLAN FOR
OTHER BLOCK DIMENSION REQUIREMENTS
FOUNDATION ABOVE GRADE:
*2X10 TREATED WALL PLATE
*1/2" DIA ANCHOR BOLTS EMBEDDED 7" MIN IN MASONRY @6' OC
*8" CONCRETE BLOCK TYPICAL- SEE FDN PLAN FOR EXCEPTIONS
*2" STONE VENEER TO BE INSTALLED WITH FOUNDATION BEFORE
FLOOR DECK INSTALLATION
5/8 CURVED CASING (SHEET CUT)
5/8X3 BENT SHADOW LINE DRIP
CONC FOOTING:
*10"DEEP X MIN 24" WIDE 2500 PSI CONTINUOUS CONCRETE FTG
*3#4 REBAR CONTINUOUS MIN 3" ABOVE BOTTOM OF POUR
*BOTTOM OF FTG ON UNDISTURBED EARTH OR ENGINEERED FILL
*MIN 12"BELOW GRADE
CRAWL SPACE FLOOR:
*SEE FOUNDATION PLAN FOR ANY UTILITY SLAB
*SEE FOUNDATION PLAN FOR VENTILATION & VAPOR BARRIER
REQUIREMENTS
WATER MANAGEMENT ASSEMBLY:
*FINISH GRADE AWAY FROM HOUSE WALL AT 5% FOR MIN 6'
**DAMPROOFING ON FOUNDATION WALL
**LANDSCAPE FABRIC BETWEEN GRAVEL AND DIRT FILL
**GRAVEL WITH MIN 6" COVER OVER DRAIN TILE
**CONTINUOUS DRAIN TILE
**MIN 2" GRAVEL BED BELOW DRAIN TILE
HEADER & WINDOW ASSEMBLY:
*2-2X10 TYP STRUCTURAL HEADERS MOUNTED UP- SEE
PLANS FOR EXCEPTIONS
*WINDOW HEAD HEIGHT NOTED ON ELEVATIONS
*WINDOW UNIT TYPE AND SIZE PER PLANS & ELEVATIONS
LOWER FLOOR WALL ASSEMBLY:
*EXTERIOR SIDING PER ELEVATIONS
*TYVEK OR SIMILAR AIR BARRIER
*1/2" EXPOSURE 1 STRUCTURAL SHEATHING
*R-13 MIN INSULATION
*2X4 FRAMING @ 16"OC. SEE PLAN FOR 2X6 WALL EXCEPTIONS
*VAPOR RETARDER PER LOCAL CODE REQUIREMENT
*1/2" SHEETROCK
1X8
2X8 FRAME WALL
ATTIC FLOOR ASSEMBLY
*SUBFLOOR STRUCTURAL SHEATHING WHERE WALKING ACCESS
IS AVAILABLE
*R-30 MIN INSULATION
*2X8 CEILING JOISTS @ 16" OC- 6 12D TO EACH RAFTER
DROP BEAM DETAIL
REMAINS CONSISTENT
PITCHED CONC SLAB
UPPER FLOOR WALL ASSEMBLY:
*TYVEK OR SIMILAR AIR BARRIER
*1/2" EXPOSURE 1 STRUCTURAL SHEATHING
*R-13 MIN INSULATION
*2X4 FRAMING @ 16"OC
*VAPOR RETARDER PER LOCAL REQUIREMENT
*1/2" SHEETROCK
2-2X10 BOX
HDR
PREFINISHED WHITE SOFFIT
UPPER FLOOR ASSEMBLY:
*3/4" ADVANTEK FLOOR SHEATHING
*OPTIONAL SOUND INSULATION
*14" ENGINEERED FLOOR JOISTS @ 16" OC-SEE PLAN
*OSB PERIMETER BAND
1/2" SHEETROCK CEILING
1X5
2 TIER FRIEZE-2X4 FURRING TO BREAK PLANE
HEADER & WINDOW ASSEMBLY:
*2-2X10 TYP STRUCTURAL HEADERS MOUNTED UP- SEE
PLANS FOR EXCEPTIONS
*WINDOW HEAD HEIGHT NOTED ON ELEVATIONS
*WINDOW UNIT TYPE AND SIZE PER PLANS & ELEVATIONS
FASCIA MAINTAINS ELEVATION
2X8 PT RAFTER
ROOF & ROOF OVERHANG ASSEMBLY:
*30 YR ARCHITECTURAL ASPHALTIC SHINGLES
*15# ROOFING FELT
*1/2" EXPOSURE 1 STRUCTURAL SHEATHING
*2X8 #2 SPF RAFTERS @ 16" OC-HURRICANE CLIPS TYPICAL
*2X6 SUBFASCIA
*1X8 FINISH FASCIA
*CONTINUOUS ALUM GUTTER OR 1X4 DRIP TRIM PER CONDITION
*WHITE PREFINISHED SOFFIT WITH CONTINUOUS VENTILATION SYSTEM
*2X FRAMING AS REQ'D FOR SOFFIT SUPPORT
2-2X6 PT 'BEAM'
CONTINUOUS INTERIOR SILL
(HARDWOOD W/APRON)
STONE VENEER
FLAGSTONE
FRIEZE DETAILS REMAINS CONSISTENT
2-2X10 PT 'BEAM
HYDRO STOP 'FLASHING'
CONTINUOUSLY OPEN
1X10 FACE
1X6 CAP
PT WOOD BABY RAIL
2X4 PT ANGLES WALL & BEAM SUPPORT
FOR 2-2X10 & 2-2X6 'BEAMS'
TREATED PLYWOOD WITH HYDRO STOP
FLASHING UP ALL 4 SIDES
PVC SHEET 'SIDING' DOWN OVER
HYDRO STOP FLASHING5/4X6 HEAD TRIM
FLUSH BEAM
CEIL JSTS/INSULATION
DBL RAFTER
2X6 LADDER
CUSTOM ARC WINDOW
NO PLYWOOD SEAM
AT WALL JUNCTURE
CEDAR SHINGLES
PVD DRIP
5/4X6 HEAD TRIM 2X6 FRAME WALL
5/4X6 FRIEZE & WINDOW HEAD TRIM-RIP AS REQ'D FOR
CONTINUOUS ALIGNMENT
5/8" SHEET PVC
2X8 FRAMING
1X8
5/4X5
SHEATHING
5/8X4
5/8X8
5/4X10
BRACKET-3 LAYERS 5/4 THK
RAFTER TIES
LVL FLUSH BEAM
HURRICANE CLIPS
*SIMPSON H2.5 EA RAFTER
FLOOR SHEATHING INSTALLATION:
*MIN NAILING REQUIREMENTS 8d NAILS @6" OC
ALL EDGES & INTERMEDIATE MEMBERS
WALL SHEATHING INSTALLATION:
*8d NAILS AT 6" OC AT PANEL EDGES & 12" OC AT
INTERMEDIATE MEMBERS
*ALL PANEL EDGES REQUIRE BLOCKING
*EXTEND SHEATHING 12" BEYOND CONSTRUCTION JOINTS
LAP AT CEIL JST & RAFTER
*6-12d FACE NAILS SPACED
FTG MIN 10"D X 24"W
*2-#5 BAR CONTINUOUS OR
*3-#4 BAR CONTINUOUS
SEE ANCHORAGE ALTERNATES FROM
FOOTING TO FLOOR DECK S
SECTION WS3
UPLIFT CONNECTION:
*2-2X8 PT PLATES
*NAIL SHEATHING WITH 8d STAGGERED AT 3" OC
WALL SHEATHING INSTALLATION:
*8d NAILS AT 6" OC AT PANEL EDGES & 12" OC AT
INTERMEDIATE MEMBERS
*ALL PANEL EDGES REQUIRE BLOCKING
*EXTEND SHEATHING 12" BEYOND CONSTRUCTION JOINTS
WS3
WS4
WS2
WS1
WS1_SIMILAR
WS6WS5
WS7
WS4
WALL SECTION KEY PLAN
A-7.3
DRAWINGS HAVE BEEN REDUCED TO FIT SHEET
DO NOT SCALE
