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ARCHITECTURE residential DATE & PHASE PROJECT SHEET No. STEPHEN CLUGGISH, Architect, 3101 Churchill Rd. , Raleigh, N.C. 27607 PHONE/FAX: 919-510-9477 WEB: www.residentialarchitecture.net EMAIL: [email protected] REITZ RESIDENCE LOT 16&17 at SEA TRACE & HOLLY LANE MOREHEAD TOWNSHIP, CARTARET COUNTY 1. 12/11/2004 SITE PLAN 2. 2/8/2004 PRE CONSTRUCTION SET 3. 2/26/2004 PERMIT & CONSTRUCTION SET 4. 5. A-1.1 LIST of DRAWINGS A-1.1 COVER A-1.2 EXTERIOR ISOMETRICS A-1.3 NOTES & SYMBOLS A-2.1 SITE PLAN A-2.2 DIMENSION LAYOUT A-2.3 FOUNDATION PLAN A-3.1 CRAWL SPACE FRAMING A-3.2 MAIN LEVEL DIMENSIONS A-3.3 MAIN LEVEL FRAMING A-3.4 UPPER LEVEL DIMENSIONS A-3.5 UPPER LEVL FRAMING A-4.1 ROOF LAYOUT A-4.2 ROOF FRAMING A-5.1 ELEVATIONS A-5.2 ELEVATIONS A-5.3 ELEVATION DETAILS A-6.1 PROFILE SECTIONS A-6.2 PROFILE SECTIONS A-7.1 WALL SECTIONS A-7.2 WALL SECTIONS A-7.3 WALL SECTIONS I-1.1 MAIN LEVEL FINISHES & 3D I-2.1 UPPER LEVEL FINISHES & 3D

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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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    R

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    S

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    COMDEV

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    X-R

    T

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    FSSD

    S

    WASHER

    DRYER

    SPECIAL

    SL V

    X-S

    X-FL

    X-PL

    X-W

    OVEN

    GAS

    DIGPAD

    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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    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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    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

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    CRA

    4'3'

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    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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    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

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    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

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    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

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    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

    A-3.4

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    2004

    PER

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    & C

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    STRU

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    N S

    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

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    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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    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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    2004

    PER

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    STRU

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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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    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

    EthanRectangle

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    1/2

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    '-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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    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

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    "

    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

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    "

    14'-0