180705 McLeod and Park CD 24x36 - GMT Home Designs...N1102.4 (R402.4) - AIR LEAKAGE (Mandatory) The building thermal envelope shall be constructed to limit air leakage in accordance

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A1 TITLE PAGEA2 GENERAL NOTESA3 EXISTING PLOT PLANA4 PROPOSED FOUNDATION PLANA5 PROPOSED FIRST FLOOR PLANA6 PROPOSED SECOND FLOOR PLANA7 PROPOSED FINISH PLANS AND SCHEDULEA8 PROPOSED INTERIOR ELEVATIONSA9 PROPOSED INTERIOR ELEVATIONSA10 PROPOSED INTERIOR ELEVATIONSA11 PROPOSED ROOF PLANA12 PROPOSED FRONT ELEVATIONSA13 PROPOSED LEFT AND REAR GARAGE ELEVATIONSA14 PROPOSED REAR AND RIGHT ELEVATIONSA15 PROPOSED WINDOW AND DOOR SCHEDULEA16 PROPOSED BUILDING SECTIONSA17 PROPOSED BUILDING SECTIONSA18 PROPOSED BUILDING SECTIONSA19 PROPOSED BUILDING SECTIONSA20 PROPOSED BUILDING DETAILSA21 PROPOSED FIRST FLOOR FRAMINGA22 PROPOSED SECOND FLOOR FRAMINGA23 PROPOSED SECOND FLOOR CEILING FRAMINGA24 PROPOSED ROOF FRAMINGE1 PROPOSED ELECTRICAL PLANS

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NEW CONSTRUCTION: 1-1/2 STORY APPROXIMATELY 2700SQFT, 2 BEDROOMS, 2 BATHROOMS.

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THE RENDERINGS ARE FOR VISUALIZATION PURPOSES ONLY - MAY DIFFER SLIGHTLY FROM ACTUAL

PROPOSED FRONT RENDERING

PROPOSED REAR RENDERING

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R502.2.2 Blocking and subflooring.Blocking for fastening panel edges or fixtures shall be a minimum of utilitygrade lumber. Subflooring shall be a minimum of utility grade lumber, No. 4common grade boards or wood structural panels as specified in SectionR503.2. Fireblocking shall be of any grade lumber. R502.8 Cutting, Drilling and notching.Structural floor members shall not be cut, bored or notched in excess of thelimitations specified in this section. See Figure R502.8.

R502.12 Draftstopping required.Draftstopping shall be provided in accordance with Section R302.12.

R502.13 Fireblocking required.Fireblocking shall be provided in accordance with Section R302.11.

SECTION R503 - FLOOR SHEATHING R503.1 Lumber sheathing.Maximum allowable spans for lumber used as floor sheathing shall conformto Tables R503.1, R503.2.1.1(1) and R503.2.1.1(2).

SECTION R506 - CONCRETE FLOORS (ON GROUND) R506.1 General.Concrete slab-on-ground floors shall be designed and constructed inaccordance with the provisions of this section or ACI 332. Floors shall be aminimum 31/2 inches (89 mm) thick (for expansive soils, see SectionR403.1.8). The specified compressive strength of concrete shall be as setforth in Section R402.2.

R506.1.1 Control Joints. Slabs shall be constructed with control joints havinga depth of at least one quarter of the slab thickness but not less than oneinch (25 mm). Joints shall be spaced at intervals not greater than 30 feet(9,144 mm) in each direction. Control joints shall be placed at locationswhere the slab width or length changes. See Exception per code

R506.2 Site preparation.The area within the foundation walls shall have all vegetation, top soil andforeign material removed.

R506.2.1 Fill.Fill material shall be free of vegetation and foreign material. The fill shall becompacted to ensure uniform support of the slab, and exceptwhere approved, the fill depths shall not exceed 24 inches (610 mm) forclean sand or gravel and 8 inches (203 mm) for earth. R506.2.2 Base.A 4-inch-thick (102 mm) base course consisting of clean graded sand,gravel, crushed stone, crushed concrete or crushed blast-furnace slagpassing a 2-inch (51 mm) sieve shall be placed on the prepared sub-gradewhere the slab is below grade.Exception: A base course is not required where the concrete slab is installedon well-drained or sand-gravel mixture soils classified as Group I accordingto the United Soil Classification System in accordance with Table R405.1. R506.2.3 Vapor retarder.A 6 mil (0.006 inch; 152 µm) polyethylene or approved vapor retarder withjoints lapped not less than 6 inches (152 mm) shall be placed between theconcrete floor slab and the base course or the prepared subgrade where nobase course exists.

SECTION R609 - EXTERIOR WINDOWS AND DOORS R609.1 General.This section prescribes performance and construction requirements forexterior windows and doors installed in walls. Windows and doors shall beinstalled and flashed in accordance with the fenestration manufacturer’swritten instructions. Window and door openings shall be flashed inaccordance with Section R703.4. Written installation instructions shall beprovided by the fenestration manufacturer for each window or door.

SECTION R807 - ATTIC ACCESS

R807.1 Attic access applies Buildings with combustible ceiling or roof construction shall havean attic access opening to attic areas that have a vertical height of 30 inches(762 mm) or greater over an area of not less than 30 square feet (2.8 m2).The vertical height shall be measured from the top of the ceiling framingmembers to the underside of the roof framing members.The rough-framed opening shall be not less than 22 inches by 30 inches(559 mm by 762 mm) and shall be located in a hallway or other readilyaccessible location. Where located in a wall, the opening shall be not lessthan 22 inches wide by 30 inches high (559 mm wide by 762 mm high).Where the access is located in a ceiling, minimum unobstructed headroomin the attic space shall be 30 inches (762 mm) at some point above theaccess measured vertically from the bottom of ceiling framing members.See Section M1305.1.3 for access requirements wheremechanical equipment is located in attics.

SECTION R302 - FIRE-RESISTANT CONSTRUCTION R302.1 Exterior walls.Construction, projections, openings and penetrations of exterior walls ofdwellings and accessory buildings shall comply with Table R302.1(1).

SECTION R303 - LIGHT, VENTILATION AND HEATING R303.1 Habitable rooms.Habitable rooms shall have an aggregate glazing area of not less than 8percent of the floor area of such rooms. Natural ventilation shall bethrough windows, skylights, doors, louvers or other approved openings to theoutdoor air. Such openings shall be provided with ready access or shallotherwise be readily controllable by the building occupants. The openablearea to the outdoors shall be not less than 4 percent of the floor area beingventilated.

R303.3 Bathrooms.Mechanical ventilation in accordance with section M1507 is required for allbathrooms with a shower or bathtub and rooms with a toilet.

R303.6 Stairway illumination.Air exhaust and intake openings that terminate outdoors shall be protectedwith corrosion-resistant screens, louvers or grilles having an opening size ofnot less than 1/4 inch (6 mm) and a maximum opening size of 1/2 inch (13mm), in any dimension. Openings shall be protected against local weatherconditions. Outdoor air exhaust and intake openings shall meet theprovisions for exterior wall opening protectives in accordance with this code.

R304.3 Minimum dimensions.Habitable rooms shall not be less than 7 feet (2134 mm) in any horizontaldimension.

R305.1 Minimum height.Habitable space and hallways shall have a ceiling height of not less thanseven feet (2,134 mm). Bathrooms, toilet rooms, laundry rooms andhabitable space in basements shall have a ceiling height of not less than sixfeet, eight inches (2,032 mm).

SECTION R307 - TOILET, BATH AND SHOWER SPACES R307.1 Space required.Fixtures shall be spaced in accordance with Figure R307.1, and inaccordance with the requirements of Section P2705.1.

SECTION R310 - EMERGENCY ESCAPE AND RESCUE OPENINGS

R310.1 Basements, habitable attics and every sleeping room shall have notless than one operable emergency escape and rescue opening.Where basements contain one or more sleeping rooms, an emergencyescape and rescue opening shall be required in each sleeping room.Emergency escape and rescue openings shall open directly into a public way,or to a yard or court that opens to a public way.

R310.1.1 Minimum opening area.Emergency escape and rescue openings shall be operational from the insideof the room without the use of keys, tools or special knowledge. Windowopening control devices complying with ASTM F 2090 shall be permitted foruse on windows serving as a required emergency escape and rescueopening.

R310.2.1 Minimum Opening Area. Emergency and escape rescue openingsshall have a net clear opening of not less than 5.7 ft2 (0.530 m2 ). The netclear opening dimensions required by this section shall be obtained by thenormal operation of the emergency escape and rescue opening from theinside. The net clear height opening shall be not less than 24 inches (610mm) and the net clear width shall be not less than 20 inches (508 mm).

R311.1 Means of Egress. Dwelling units shall be provided with a primary andsecondary means of egress in accordance with this section. Each means ofegress shall provide a continuous and unobstructed path of vertical andhorizontal egress travel from all portions of the dwelling to the egress doors.The primary means of egress shall not require travel through a garage butthe secondary means of egress may. The required egress doors shall opendirectly into a public way or to a yard or court that opens to a public way. NOTES: 1. In multi-level dwellings, including but not limited to townhouses, split-level

and raised ranch style layouts, the two separate egress doors may belocated on different levels.

2. Where site topography prevents direct access at two remote locations tograde from the normal level of entry, the two separate egress doors maybe located on different levels.

R311.2 Egress Door. A primary and secondary egress door shall be providedfor each dwelling unit and shall be as remote as possible from each other.The primary egress door shall be side-hinged, and shall provide a clear widthof not less than 32 inches (813 mm) where measured between the face ofthe door and the stop, with the door open 90° (1.57 rad). The secondaryegress door shall be side-hinged or sliding, and shall provide a clear width ofnot less than 28 inches (711 mm) where measured between the face of thedoor and the stop, with the door open 90° (1.57 rad). The clear height of side-hinged door openings shall be not less than 78 inches (1,981 mm) in heightmeasured from the top of the threshold to the bottom of the stop. Sliding doorclear width may be slightly less than 28 inches (711 mm) to conform toindustry fabrication standards. Other doors shall not be required to complywith these minimum dimensions. Egress doors shall be capable of beingreadily opened from inside the dwelling without the use of a key or specialknowledge or effort.

N1102.4 (R402.4) - AIR LEAKAGE (Mandatory)

The building thermal envelope shall be constructed to limit air leakage inaccordance with the requirements of Sections N1102.4.1 through N1102.4.5.

N1102.4.1 (R402.4.1) Building thermal envelope.The building thermal envelope shall comply with SectionsN1102.4.1.1 and N1102.4.1.2. The sealing methods between dissimilarmaterials shall allow for differential expansion and contraction.

N1102.4.1.1 Installation The components of the building thermal envelope as listed in TableN1102.4.1.1 shall be installed in accordance with the manufacturer’sinstructions and the criteria listed in Table N1102.4.1.1, as applicable to themethod of construction. Where required by the building official,an approved third party shall inspect all components and verify compliance.

N1102.4.3 (R402.4.3) Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate ofno more than 0.3 cfm per square foot (1.5 L/s/m2), and swinging doors nomore than 0.5 cfm per square foot (2.6 L/s/m2), when tested according toNFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer.

N1102.4.5 (R402.4.5) Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealedto limit air leakage between conditioned and unconditioned spaces. Allrecessed luminaires shall be IC-rated and labeled as having an air leakagerate not more than 2.0 cfm (0.944 L/s) when tested in accordance with ASTME 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shallbe sealed with a gasket or caulk between the housing and the interior wall orceiling covering.

SECTION N1103 (R403) - SYSTEMS N1103.1 Controls (Mandatory). At least one thermostat shall be installed for each separate heating andcooling system. N1103.1.1 Programmable thermostat. The thermostat controlling the primary heating or cooling system of thedwelling unit shall be capable of controlling the heating and cooling system ona daily schedule to maintain different temperature set points at different timesof the day. This thermostat shall include the capability to set back ortemporarily operate the system to maintain zone temperatures down to 55°F(13°C) or up to 85°F (29°C). The thermostat shall initially be programmed bythe manufacturer with a heating temperature set point no higher than 70°F(21°C) and a cooling temperature set point no lower than 78°F (26°C).

N1103.1.2 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric-resistance heat shall have controlsthat, except during defrost, prevent supplemental heat operation when theheat pump compressor can meet the heating load.

N1103.3 (R403.3) Ducts.Ducts and air handlers shall be in accordance with SectionsN1103.3.1 through N1103.3.5.

N1103.3.1 (R403.3.1) Insulation (Prescriptive).Supply and return ducts in attics shall be insulated to a minimum of R-8 where3 inches (76.2 mm) in diameter and greater and R-6 where less than 3 inches(76.2 mm) in diameter. Supply and return ducts in other portions of thebuilding shall be insulated to a minimum of R-6 where 3 inches (76.2 mm) indiameter or greater and R-4.2 where less than 3 inches (76.2 mm) indiameter.Exception: Ducts or portions thereof located completely inside the buildingthermal envelope. N1103.2.2 (R403.3.2) Sealing (Mandatory). Ducts, air handlers, filter boxes and building cavities used as ducts shall besealed. Joints and seams shall comply with either the InternationalMechanical Code or Section M1601.4.1 of this code, as applicable. N1103.3.5 (R403.3.5) Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. N1103.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (40°C) orbelow 55°F (13°C) shall be insulated to a minimum of R-3. N1103.5(R403.5) Service hot water systems.Energy conservation measures for service hot water systems shall be inaccordance with Sections N1103.5.1 through N1103.5.4.

N1103.6 (R403.6) Mechanical ventilation (Mandatory). Each dwelling unit of a residential building shall be provided with continuouslyoperating exhaust, supply or balanced mechanical ventilation that has beensite verified to meet a minimum airflow per: 1. Energy Star Homes’ Version3.1; 2. ASHRAE 62.2-2013; or 3. the following formula for one- and two-familydwellings and townhouses of three or less stories above grade plane: see MAcode for formulas and additions N1103.7 (R403.7) Equipment sizing and efficiency rating (Mandatory). Heating and cooling equipment shall be sized in accordance with ACCAManual S based on building loads calculated in accordance with ACCAManual J or other approved heating and cooling calculation methodologies.New or replacement heating and cooling equipment shall have an efficiencyrating equal to or greater than the minimum required by federal law for thegeographic location where the equipment is installed.

GENERAL NOTES/CODE REQUIREMENTS PER THE IRC 2015AND THE MSBC AMENDMENTS 2015 AND IECC 2015

SECTION R401 - GENERAL R401.1 Application.The provisions of this chapter shall control the design and construction of thefoundation and foundation spaces for buildings. In addition to the provisionsof this chapter, the design and construction of foundations in flood hazardareas as established by Table R301.2(1) shall meet the provisions of SectionR322. Wood foundations shall be designed and installed in accordance withAWC PWF.Exception: The provisions of this chapter shall be permitted to be used forwood foundations only in the following situations:

1 In buildings that have no more than two floors and a roof.2 Where interior basement and foundation walls are constructed at

intervals not exceeding 50 feet (15 240 mm).

R401.3 Drainage.Surface drainage shall be diverted to a storm sewer conveyance or otherapproved point of collection that does not create a hazard. Lots shall begraded to drain surface water away from foundation walls. The grade shall falla minimum of six inches (152 mm) within the first ten feet (3,048 mm).Temporary and finished grading shall not direct nor create flooding ordamage to adjacent property during or after completion of construction.

R404.1 Concrete and masonry foundation walls. Concrete foundation walls shall be selected and constructed in accordancewith the provisions of Section R404.1.3. Masonry foundation walls shall beselected and constructed in accordance with the provisions of SectionR404.1.2.

R405.1 Concrete or masonry foundations.Drains shall be provided around concrete or masonry foundations that retainearth and enclose habitable or usable spaces located below grade. Drainagetiles, gravel or crushed stone drains, perforated pipe orother approved systems or materials shall be installed at or below the area tobe protected and shall discharge by gravity or mechanical means intoan approved drainage system. Gravel or crushed stone drains shall extendnot less than 1 foot (305 mm) beyond the outside edge of the footing and 6inches (152 mm) above the top of the footing and be covered withan approved filter membrane material. The top of open joints of drain tilesshall be protected with strips of building paper. Except where otherwiserecommended by the drain manufacturer, perforated drains shall besurrounded with an approved filter membrane or the filter membrane shallcover the washed gravel or crushed rock covering the drain. Drainage tiles orperforated pipe shall be placed on a minimum of 2 inches (51 mm) of washedgravel or crushed rock not less than one sieve size larger than the tile jointopening or perforation and covered with not less than 6 inches (152 mm) ofthe same material.

R406.1 Concrete and masonry foundation dampproofing.Except where required by Section R406.2 to be waterproofed, foundationwalls that retain earth and enclose interior spaces and floorsbelow grade shall be dampproofed from the higher of (a) the top of thefooting or (b) 6 inches (152 mm) below the top of the basement floor, to thefinished grade. Masonry walls shall have not less than 3/8 inch (9.5 mm)portland cement parging applied to the exterior of the wall. The parging shallbe dampproofed in accordance with one of the following:

1. Bituminous coating.2. Three pounds per square yard (1.63 kg/m2) of acrylic modified cement.3. One-eighth-inch (3.2 mm) coat of surface-bonding cement complying

with ASTM C 887.4. Any material permitted for waterproofing in Section R406.2.5. Other approved methods or materials

SECTION R502 - WOOD FLOOR FRAMING R502.1 GeneralWood and wood-based products used for load-supporting purposes shallconform to the applicable provisions of this section. R502.1.1 Sawn LumberSawn lumber shall be identified by a grade mark of an accredited lumbergrading or inspection agency and have design values certified byan accreditation body that complies with DOC PS 20. In lieu of a grade mark,a certificate of inspection issued by a lumber grading or inspection agencymeeting the requirements of this section shall be accepted. R502.1.1.1 Preservative-treated lumber.Preservative treated dimension lumber shall also be identified as requiredby Section R317.2.

R502.1.1.2 End-jointed lumber.Approved end-jointed lumber identified by a grade mark conformingto Section R502.1.1 shall be permitted to be used interchangeably with solid-sawn members of the same species and grade. End-jointed lumber used inan assembly required elsewhere in this code to have a fire-resistance ratingshall have the designation “Heat Resistant Adhesive” or “HRA” included in itsgrade mark.

R502.1.2 Prefabricated wood I-joists.Structural capacities and design provisions for prefabricated wood I-joistsshall be established and monitored in accordance with ASTM D5055.

R502.1.3 Structural glued laminated timbers.Glued laminated timbers shall be manufactured and identified as requiredin ANSI/AITC A190.1 and ASTM D 3737.

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CRAWL SPACEEL (-) 3'- 3 1/2" (10.2')T.O. SLAB @ CRAWL SPACE

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18" CORRUGATED PLASTIC PIPECONCRETE PIERS, 8" MINIMUM

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INSPECTION - TYPICAL

EL (-) 4'- 11 1/4"T.O. FOOTING

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STEP FOUNDATION

STEP FOUNDATION

EL (-) 4'- 7 1/4"T.O. FOOTING

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24" X 24" X 12"COLUMN PADS W/ #5HORIZONTAL BARS

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ACCESS PANEL SIZE ANDLOCATION TBD IN FIELD.MINIMUM OPENING SIZEIS 18" X 24".

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GRADING CONDITIONS. ADDITIONALSTEPPED FOOTING AND STEPPED

FOUNDATION WALLS MAY BE REQUIREDTO ADHERE TO CODE ON FROST WALLS.

NOTE: FINAL DEPTH OF FOOTINGS ANDEXCAVATIONS TBD BASED ON SITE

GRADING CONDITIONS. ADDITIONALSTEPPED FOOTING AND STEPPED

FOUNDATION WALLS MAY BE REQUIREDTO ADHERE TO CODE ON FROST WALLS.

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PROPOSED WALL SCHEDULE

10" FOUNDATION WALL

2X6 EXTERIOR WALL - 5" CEDAR SHINGLES

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DIMENSIONS:- ALL EXTERIOR DIMENSIONS ARE TAKEN FROM OUTSIDE OFSTUD TO OUTSIDE OF STUD- ALL INTERIOR DIMENSIONS ARE TAKEN FROM STUD TOSTUD UNLESS OTHERWISE NOTED

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REV. DATE:

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NOTES: FOUNDATION

SITE WORK:- EXCAVATE AND BACKFILL FOR NEW CONCRETE PIERS. ROUGHGRADE UPON COMPLETION

CONCRETE:-EXCAVATE FOR PIER FOUNDATION TO A DEPTH OF 48" BELOWGRADE TO SUPPORT THE SCREEN PORCH. ATTACH 18"CORRUGATED PLASTIC PIPE CONCRETE PIERS, 8" MINIMUM ABOVEFINISHED GRADE. BACKFILL PIER FORMS WITH EXCAVATEDMATERIAL AFTER INSPECTION - TYPICAL- 24" X 24" X 12" COLUMN PADS W/ #5 HORIZONTAL BARS.- 24” X 12” CONTINUOUS KEYED FOOTINGS WITH TWO #5 REBARS- FROST WALLS: 10” WALLS WITH TWO #5 REBARS AT TOP ANDBOTTOM AND ANCHOR BOLTS SIZED AND SPACED AS PER R406.1.6WITH 3" WASHERS.- CONCRETE FLOOR SLAB TO BE 4" OF #3000 CONCRETE POUREDSTIFF WITH FIBER MESH, 6 MIL POLYETHYLENE VAPOR BARRIER,METAL CONTROL JOINTS OR SCORED JOINTS TO A MAXIMUM OFTWENTY FEET ON CENTER EACH WAY, ASPHALT IMPREGNATEDEXPANSION STRIP TO ISOLATE SLAB FROM WALLS. 4" GRAVEL FILLCOMPACTED UNDER.- GARAGE FLOOR SLAB TO BE 4" OF #3500 CONCRETE POUREDSTIFF WITH FIBER MESH, 6 MIL POLYETHYLENE VAPOR BARRIER,METAL CONTROL JOINTS OR SCORED JOINTS TO A MAXIMUM OFTWENTY FEET ON CENTER EACH WAY, ASPHALT IMPREGNATEDEXPANSION STRIP TO ISOLATE SLAB FROM WALLS. 4" GRAVEL FILLCOMPACTED UNDER.

VENTILATION:- USE (9) FLOOD SMART VENTS 1540-510 OR EQUAL. USE ONE VENTPER 200 SQFT OF FOUNDATION SPACE.

R403.1.6 FOUNDATION ANCHORAGE.SILL PLATES AND WALLS SUPPORTED DIRECTLY ON CONTINUOUSFOUNDATIONS SHALL BE ANCHORED TO THE FOUNDATION INACCORDANCE WITH THIS SECTION. WOOD SOLE PLATES AT ALL EXTERIOR WALLS ON MONOLITHICSLABS, WOOD SOLE PLATES OF BRACED WALL PANELS AT BUILDINGINTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATESSHALL BE ANCHORED TO THE FOUNDATION WITH A307 OR OTHERAPPLICABLE STEEL ANCHOR BOLTS, INSTALLED IN ACCORDANCEWITH THE MANUFACTURER'S PRINTED INSTRUCTIONS, SPACED AMAXIMUM OF 6 FEET (1829 MM) ON CENTER. BOLTS SHALL BE ATLEAST 1/2 INCH (12.7 MM) IN DIAMETER AND SHALL EXTEND AMINIMUM OF 7 INCHES (178 MM) INTO CONCRETE OR GROUTEDCELLS OF CONCRETE MASONRY UNITS. A NUT AND WASHER SHALLBE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE AMINIMUM OF TWO BOLTS PER PLATE SECTION WITH ONE BOLTLOCATED NOT MORE THAN 12 INCHES (305 MM) OR LESS THANSEVEN BOLT DIAMETERS FROM EACH END OF THE PLATE SECTION.INTERIOR BEARING WALL SOLE PLATES ON MONOLITHIC SLABFOUNDATION THAT ARE NOT PART OF A BRACED WALL PANEL SHALLBE POSITIVELY ANCHORED WITH APPROVED FASTENERS. SILLPLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAYAND TERMITES WHERE REQUIRED BY SECTIONS R317 AND R318.COLD-FORMED STEEL FRAMING SYSTEMS SHALL BE FASTENED TOWOOD SILL PLATES OR ANCHORED DIRECTLY TO THE FOUNDATIONAS REQUIRED IN SECTION R505.3.1 OR R603.3.1.

R408.1 VENTILATIONTHE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOORJOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACEOCCUPIED BY A BASEMENT ) SHALL HAVE VENTILATION OPENINGSTHROUGH FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUMNET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 M2) OFUNDER-FLOOR SPACE AREA, UNLESS THE GROUND SURFACE ISCOVERED BY A CLASS 1 VAPOR RETARDER MATERIAL. WHEN ACLASS 1 VAPOR RETARDER MATERIAL IS USED, THE MINIMUM NETAREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1SQUARE FOOT (0.0929 M2) FOR EACH 1,500 SQUARE FEET (140 M2)OF UNDER-FLOOR SPACE AREA. ONE SUCH VENTILATING OPENINGSHALL BE WITHIN 3 FEET (914 MM) OF EACH CORNER OF THEBUILDING.

INSULATION:- EXTERIOR ENVELOPE INSULATION TO CODE.

BASEMENT PLUMBING:- PROVIDE NEW WATER PIPING, DRAINS AND VENTS AS REQUIRED.

FINISH GRADE:ALL GRADING SHOWN ON ELEVATIONS SHALL BY NO MEANS BEASSUMED AS THE ACTUAL GRADING CONDITIONS AROUND THEBUILDING. VERIFY WITH SITE ENGINEER THE TOP OF FOUNDATIONAND EXACT LOCATIONS ADHERING TO THE FALMOUTH SETBACKS.

CO

NTR

AC

TOR

SAMPLE PLAN

AA5AA5

PROPOSED FIRST FLOOR PLANSCALE: 3/16" = 1'-0"

SB

3621

32

1DB541820

SB

30

B27

B27

21

B36

153

0B

3615

30

B27

21R

B36

SB36 JDB8000AWSB24

B18

LB

18R

B18

L

B24R B24R B24R

FHB24L FHB2412L FHB2412L

B27

B48

SB

3621

32S

B36

2132

3DB

1521

32

SB272134 B2721343DB182134

SB

3621

32

1DB541820

SB

30

B27

B27

21

B36

153

0B

3615

30

B27

21R

B36

SB36 JDB8000AWSB24

B18

LB

18R

B18

L

B24R B24R B24R


B27

B48

SB

3621

32S

B36

2132

3DB

1521

32

SB272134 B2721343DB182134OTC302484

U36

151

08U

3615

108

U272490U362490U362490

U2424106R

U29

104

8

W3

66W

183

0RW

363

324

W3

676

W3

676

W2

7722

1W

272

521

W2

7722

1W

272

521

W1

822R

W1

830L

W1

822L

W302224

D13D13

W01W01W01W01W01W01

D04D04

W01W01W01W01

W01W01

W01W01

W01W01 W01W01

W06W06W06W06

W04W04 W04W04 D08D08 W04W04 W04W04

D09D09D05D05D05D05

W03W03 W02W02

W06W06

W06W06

W07W07

D12D12

2540

PT

D13D13

D01D01D02D02

D06D06

D03D03

D05D05 D05D05

D07D07

3068

W05W05

W05W05

W05W05

W05W05

2668

W06W06

W01W01W01W01W01W01

D10D10

W01W01W01W01

D05D05

D06D06

DN

UP

UP

UP

UP

UP

D11D11

BA13

AA13

BA12

CO/SD

SD

HD

CO/SD

HD

5 1/2"2'-5 1/2"5 1/2"

2'-5 1/2"5 1/2"

3'

5 1/2"2'-5 1/2"

5 1/2"2'-5 1/2"

5 1/2"1'-2 3/4"2'-5 3/4"1'-6" 2'-1 7/8"5'-4 3/4"2'-1 7/8" 2'-5 3/4"11'-9"2'-5 3/4"

5 1/2" 2'-5 3/4"4 1/2"

2'-5 3/4" 5 1/2"3'-10 7/8" 2'-5 3/4"4 1/2"

2'-5 3/4"4 1/2"

2'-5 3/4" 3'-10 7/8" 1'-5" 2'-5 3/4"4 1/2"

2'-5 3/4" 1'-3"5 1/2" 2'-5 3/4"4 1/2"

2'-5 3/4"4 1/2"

2'-5 3/4" 5 1/2"

2'-8 1/2"2'-8 1/2"

11" 2'-5 3/4" 2'-5 3/4" 3'-6" 2'-5 3/4" 3'-2 3/4"

3'-5 1/2" 5'-10 1/2" 9'-2 1/2" 3'-5 3/8" 9'-1 1/4" 3'-5 3/8" 8' 16' 8' 3'-10 1/2" 6'-3" 3'-10 1/2"

80'-6 1/2"

1'-11" 4'-2" 9"

1'-2"

2'-2

"2'

-5 3

/4"

6'-8

1/2

"2'

-5 3

/4"

1'-8

1/2

"

15'-6

1/2

"8'

-5 1

/2"

6'24

'4'

6'4'

4'

6'

5 1/

2"2'

-7"

5 1/

2"2'

-7"

5 1/

2"2'

-7"

5 1/

2"2'

-7"

5 1/

2"12

'-7 1

/2"

10"

6'10

"

2'

4'4'

10"

4'-4"2'-5 3/4"

4 1/2"2'-5 3/4"

4'-4"

14'8'16'-8 1/2"7'-3 1/2"9'-8 1/2"6'-3 1/2"15'-7"5'-2 1/2"1'-9"

84'-6 1/2"

4'-7 1/2"

3'-2"

4'-9"

3'-0 1/2"

7'-5"

3'

12'-6 1/2"

13'-5 1/2"

26'

1'-9 1/2"2'-5 3/4"

6'-0 1/2"

2'-5 3/4"6'-0 1/4"

2'-5 3/4"5'-3"

3'-5 1/2"

26'-6 1/2"

30'

2'-4 1/2"8'-6"

2'-4 1/2"1'-10 3/4"8'-6"

2'-4 1/4"

13'-3"

12'-9"

26'

8'-11"5'-7"3'-7"

6'-1

"8'

-1"

4'-11" 6'-8"

2'

2'-8

1/2

"

5'-10"

6'-1

0"11

'-8"

8'-1

"3'

-9"

3'-5

"5'

-1"

3'-5

"

1'-4"

6'-1

"

3'-8

1/2

"4'

-8"

6'-1

1/2

"

6'-9 1/2"6'8'-2"

3'-5

"4'

16'-5" 8'-2" 13'-1"

7'-8

1/2

"15

'-1"

6'-10"

1'-0 1/2"

3'-5

1/2

"

6" 9 1/2"2'-10 1/2"

1'-5

1/2

"2'-11"

7 1/2" 1'-0 1/4"

8" 2'-11"

4' 8' 1'-1"

4'5'

-6"

9'1'-9"

4'-5"

3'-9

"3'

-10"

16'-8

"

3'-8

"

4'-5 1/2" 4'-5"

bar finished width: 6'-1 3/4"

3'-6 1/2"

4'

9'-8 1/2"

1986 SQ FT

LAUNDRYBATHOFFICE

MASTER BATH

MASTER BDRMMUDROOM

PORCH

HALL

SCREEN PORCH

STORAGE

9' CEIL.

KITCHEN

LIVING AREA

GARAGE

SHWR

EL 0'- 0" (13.5')T.O. SUBFLOOR @ 1ST FLOOR

EL (-) 1'- 6" (12.0')T.O. SLAB @ GARAGE

CLOSET SHOWERLIVING

CLOSET

FOYER

UTILITY

PORCH

PASNECOY LN

STORAGE

8' CEIL.

8' CEIL.

9' CEIL.

9' CEIL.

9' CEIL.

9' CEIL.

8' CEIL.

8' CEIL.

CATHEDRAL CEIL.

R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O.

R.O

.R

.O.

R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.

R.O

.R

.O.

R.O

.R

.O.R.O.

R.O

.

R.O

.

R.O

.

R.O.

R.O.

101

107

102

103

104106

105

113

114

114a

117 116 115

118

119

108

109

110

110a 112

111

THE CABINETRY LAYOUT,STYLE, APPLIANCES, ETC. ISSUGGESTED ONLY AND MAYNOT ACCURATELY REFLECT

THE FINAL DESIGN LAYOUT. ITIS THE RESPONSIBILITY OF

THE OWNER TO COORDINATEFINAL LAYOUT AND

INSTALLATION WITH KITCHENDESIGNER AND BUILDER.

EL (-) 0'- 7" (12.9')T.O. BLUESTONE @ PORCH


15R @ 7 3/8"14T @ 9"

EL (-) 0'- 7" (12.9')T.O. DECKING @ SCREEN PORCH

ALIGN COFFEREDCEILING WITH WALL

54X22.5ATTIC ACCESS

LOCATION TBD IN FIELD

AA14A

A14

AA12A

A12

BA14B

A14

AA16A

A16

BA16B

A16

CA17

CA17

DA17D

A17E

A18E

A18F

A18F

A18G

A19G

A19

HA19

HA19

T

E E E

E E E

E E

E

E

E

E

EE

REAR PATIO

GA20G

A20

GA20G

A20

HA20H

A20

JA20

JA20

JA20

JA20

HA20H

A20

HA20H

A20

HA20H

A20

HA20H

A20

CA18C

A18

CA18

CA18

LOCATION OF ACCONDENSERS

TBD ON SITE

DEPTH OF SHOWER TBD IN FIELD

FIREPLACE ROUGH FRAMINGAND BUILT-IN CABINETS TBDIN FIELD. HOMEOWNER TO

DECIDE ON STYLE ANDMODEL OF FIREPLACE AND

COMMUNICATE WITH BUILDERTHE SPECS SO SPACES CAN

BE ACCOMMODATED PERMANUFACTURER'S

RECOMMENDATIONS.

DINING


10" FOUNDATION WALL



2X4 INTERIOR WALL

2X6 INTERIOR WALL

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9

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REV. DATE:

A5

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NOTES: FIRST FLOOR

MASONRY:- 2" STONE VENEER ON FRONT AND REAR PORCH ANDCOLUMN BASES.


SIDEWALL:- WHITE CEDAR SHINGLES STAINED WITH 5" NOMINALEXPOSURE TO THE WEATHER OVER TYVEK OR EQUAL.UNDERLAY WITH WHITE ALUMINUM DRIP CAPS ON WINDOWAND DOOR HEAD CASINGS.- WHITE AZEK PANEL ON STAIR TOWER AND BOXED WINDOWSTHROUGHOUT.- VERTICAL WHITE BOARD AND BATTEN ON MAIN ENTRY.- REFER TO THE PROPOSED WALL SCHEDULE AND ELEVATIONSFOR LOCATION OF SIDING.

PLUMBING:- PROVIDE NEW WATER PIPING, DRAINS AND VENTS ASREQUIRED.

APPLIANCES:- FURNISHED BY OWNER AND INSTALLED BY BUILDER.

NOTES: FRAMING, SHEATHING, NAILING

FIRST FLOOR:SILL – PRESSURE TREATED 2X6 WITH CONTINUOUS SILL SEALBOX – 2X10 CONTINUOUS BOX JOISTJOISTS – AJS 20 9-1/2" I-JOISTS @ 16" O.C.FLOOR SHEATHING – ¾” ADVANTECH T&G OSB GLUED ANDNAILEDEXTERIOR WALLS – 2X6 STUDS 16” ON CENTER WITH ½” OSBWINDSTORM EXTERIOR SHEATHING APPLIED VERTICALLY, RIMTO RIM.INTERIOR WALLS – 2X4 STUDS 16” ON CENTERPORCH POSTS – PRESSURE TREATED PSL 6X6 POSTSPRESSURE TREATED 2X8 FRAMING FOR SCREEN PORCH WITHAZEK DECKING. EXPOSED EDGES OF DECKS AND STEP RISERSWILL BE WRAPPED WITH AZEK.

CEILING:CEILING JOISTS – 2X8 CEILING JOISTS 16" ON CENTER.

FASTENERS:WALL AND ROOF SHEATHING - 2 1/2" X .131 DIA. NAILS WITH 3"SPACING ON EDGES AND 6" SPACING IN FIELDFRAMING - 3 1/4" X .131 DIA. NAILS

ALL STRUCTURAL NOTES VERIFIED AND APPROVED BYSTRUCTURAL RESPONSE ENGINEERING - SEE ATTACHEDSPECS AND CALC'S.

STRUCTURAL STEEL:FABRICATE, DETAIL ERECT, IDENTIFY AND PAINT STRUCTURALSTEEL ACCORDING TO AISC SPECIFICATIONS: EXCEPTCONTRACTOR SHALL USE THE ARCHITECTURAL DRAWINGS INCONJUNCTION WITH THE STRUCTURAL DRAWINGS FORDIMENSIONS AND STRUCTURAL STEEL NOT SHOWN ON THESTRUCTURAL DOCUMENTS.

R602.3 DESIGN AND CONSTRUCTION.EXTERIOR WALLS OF WOOD-FRAME CONSTRUCTION SHALL BEDESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THEPROVISIONS OF THIS CHAPTER AND FIGURES R602.3(1) ANDR602.3.(2) OR IN ACCORDANCE WITH AF&PA'S NDS.COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED INACCORDANCE WITH TABLES R602.3(1) THROUGH R602.3(4).STRUCTURAL WALL SHEATHING SHALL BE FASTENED DIRECTLYTO STRUCTURAL FRAMING MEMBERS. EXTERIOR WALLCOVERINGS SHALL BE CAPABLE OF RESISTING THE WINDPRESSURES LISTED IN TABLE R301.2(2) ADJUSTED FOR HEIGHTAND EXPOSURE USING TABLE R301.2(3). WOOD STRUCTURALPANEL SHEATHING USED FOR EXTERIOR WALLS SHALLCONFORM TO THE REQUIREMENTS OF TABLE R602.3(3).

STUDS SHALL BE CONTINUOUS FROM SUPPORT AT THE SOLEPLATE TO A SUPPORT AT THE TOP PLATE TO RESIST LOADSPERPENDICULAR TO THE WALL. THE SUPPORT SHALL BE AFOUNDATION OR FLOOR, CEILING OR ROOF DIAPHRAGM ORSHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTEDENGINEERING PRACTICE. EXCEPTION: JACK STUDS, TRIMMER STUDS AND CRIPPLESTUDS AT OPENINGS IN WALLS THAT COMPLY WITH TABLESR502.5(1) AND R502.5(2).

SAMPLE PLAN

AA6AA6

PROPOSED SECOND FLOOR PLANSCALE: 3/16" = 1'-0"

DN

DN

3DB152132SB362132 SB362132

4DB1121820

3DB122132 3DB1221323DB152132SB362132 SB362132

4DB1121820

3DB122132 3DB122132

U20

205

6

U20

205

6

W20306L W20306L

W08W08W08W08

W11W11

W12W12

D18D18

D17D17

D16D16

D15D15

W12W12

D14D14

D18D18

W10W10 W10W10 5 : 1

2

10 :

12W11W11

W09W09 W09W09 W09W09

UP

8 : 12

BA13

AA13

BA12

CO/SDSD

7'-6

1/2

"4'

4'10

'-10"

5'-6

1/2

"

5'-10" 9'-6 1/2" 3'-6"

5'-10" 8'-9 1/2"

4'8'

-10"

5'-1

0"

3'-6

1/2

"9'

-8"

6'-1

0"

1'-8 1/2" 9'-5" 1'-8 1/2"

7'-6

1/2

"14

'-7"

10'-4

1/2

"

2'4'

-6 1

/2"

12'

6'-6

1/2

"

1'

5'-10" 13'-2"

5'-11 1/8" 2'-1 3/4" 5'-11 1/8"

2'-11 1/2" 15'-7" 20'-2 1/2" 5'-1 1/2" 13'-4" 1'-4" 8' 14'

80'-6 1/2"

4'-9

1/2

"2'

-10"

7'-9

"6'

12'-7

1/2

"

4'4'

6'24

'4'

34'

10'

8'

5'-11 1/8"2'-1 3/4"5'-11 1/8"

14'8'1'-4"14'-4"8'-4"9'-8 1/2"6'-3 1/2"15'-7"7'-1"

84'-8"

12'-6 1/2"

13'-5 1/2"

26'

3'4'-6 3/8"

19'-5 5/8"

3'

30'

11'-9 1/8"

2'-5 3/4"

11'-9 1/8"

13'-5 1/2"

12'-6 1/2"

26'

3'-9" 2'-8 3/4"4 1/2"

2'-8 3/4" 3'-9"

19'-5 1/2"

3'-0 7/8" 2'-5 3/4"

4 1/2"

2'-5 3/4"

4 1/2"

2'-5 3/4" 3'-0 7/8"1'-11 1/4" 2'-8 3/4"

4 1/2"

2'-8 3/4" 1'-11 1/4"

11'-9 1/8"

2'-5 3/4"

11'-9 1/8"

5'-6

1/2

"

3'-6

1/2

"3'

-6 1

/2"

658 SQ FT

MASTER BDRM

W.I. CLOSET

MASTER BATH

ATTIC

EL 9'- 10 1/4"T.O. SUBFLOOR @ 2ND FLOOR

ATTIC

ATTIC

ATTIC

SHOWER

HALL

SCREEN PORCH BELOW

UNFINISHED STORAGE

ATTIC

5'-6" KNEEWALL

TUB AREA

ATTIC

201

202

205

203

204

206

R.O. R.O. R.O.

R.O.R.O.R.O.R.O.R.O.R.O.

R.O.

R.O.

207

EL 8'- 8"T.O. SUBFLOOR @ ATTIC


EL 8'- 10 1/4"T.O. SUBFLOOR @ STORAGE

FLASHING SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTUREFROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS,

THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONSWITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF

PLANE - TYPICAL AT ALL ROOF TO WALL INTERSECTIONS. (R903.2)




METAL STANDING SEAM ROOFING. DRIPEDGE WILL BE 8" WHITE ALUMINUM

WITH STARTER SHINGLES ON EAVES.

CERTAINTEED INDEPENDENCE COTTAGE REDSHINGLES. DRIP EDGE WILL BE 8" WHITEALUMINUM WITH STARTER SHINGLES ON EAVES.

LIVING AREA

SLO

PE

D

SLO

PE

D

SLO

PE

D

SLO

PE

D

SLO

PE

D

AA14A

A14

AA12A

A12

BA14B

A14

AA16A

A16

BA16

BA16

CA17

CA17

DA17D

A17E

A18E

A18F

A18F

A18G

A19G

A19

HA19

HA19

E E ETT

HA20H

A20

JA20

JA20

HA20H

A20

HA20H

A20


10" FOUNDATION WALL



2X4 INTERIOR WALL

2X6 INTERIOR WALL

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NOTES: SECOND FLOOR


SIDEWALL:- WHITE CEDAR SHINGLES STAINED WITH 5" NOMINALEXPOSURE TO THE WEATHER OVER TYVEK OR EQUAL.UNDERLAY WITH WHITE ALUMINUM DRIP CAPS ONWINDOW AND DOOR HEAD CASINGS.- WHITE AZEK PANEL ON STAIR TOWER AND BOXEDWINDOWS THROUGHOUT.- VERTICAL WHITE BOARD AND BATTEN ON MAINENTRY.- REFER TO THE PROPOSED WALL SCHEDULE ANDELEVATIONS FOR LOCATION OF SIDING.


ROOFING:- CERTAINTEED INDEPENDENCE COTTAGE REDSHINGLES OVER 1/2" ZIP SYSTEM ROOF SHEATHING.DRIP EDGE WILL BE 8" WHITE ALUMINUM WITHSTARTER SHINGLES ON EAVES. CONTINUOUS RIDGEVENT WITH MATCHING RIDGE CAP.- METAL STANDING SEAM ROOFING OVER 1/2" ZIPSYSTEM ROOF SHEATHING. DRIP EDGE WILL BE 8"WHITE ALUMINUM WITH STARTER SHINGLES ONEAVES. METAL ROOF OVER 1ST FLOOR MASTER BOXWINDOW, REAR GARAGE ENTRANCE, 2ND FLOORDORMERS, AND TOWER.

GUTTERS:- 6" OGEE CONTINUOUS PVC GUTTERS.


SECOND FLOOR:SILL – PRESSURE TREATED 2X6 WITH CONTINUOUS SILL SEAL.JOISTS – AJS 20 9-1/2" I-JOISTS @ 16" O.CFLOOR SHEATHING – ¾” ADVANTECH T&G OSB GLUED ANDNAILED.EXTERIOR WALLS – 2X6 STUDS 16” ON CENTER WITH ½” OSBWINDSTORM EXTERIOR SHEATHING APPLIED VERTICALLY, RIMTO RIM.INTERIOR WALLS – 2X4 STUDS 16” ON CENTER

CEILING:CEILING JOISTS – 2X8 CEILING JOISTS 16" ON CENTER.CEILING JOISTS – 2X10 CEILING JOISTS @ 12" ON CENTEROVER 2ND FLOOR MASTER BEDROOM.

ROOF:RIDGE – REFER TO ROOF FRAMING PLANSRAFTERS – 2X10 RAFTERS 16” ON CENTERSHEATHING – 1/2 ZIP SYSTEM SHEATHING NAILED






SAMPLE PLAN

AA7AA7

PROPOSED FIRST FLOOR FINISH PLANSCALE: 1/8" = 1'-0"

BA7BA7

PROPOSED SECOND FLOOR FINISH PLANSCALE: 1/8" = 1'-0"

SB

3621

32

1DB541820

SB

30

B27

B27

21

B36

153

0B

361

530

B27

21

RB

36

SB36 JDB8000AWSB24

B18

LB

18R

B18

R

B24 B24R B24L


B27

B48

SB

3621

32S

B36

2132

3DB

152

132

SB272134 B2721343DB182134

SB

3621

32

1DB541820

SB

30

B27

B27

21

B36

153

0B

361

530

B27

21

RB

36

SB36 JDB8000AWSB24

B18

LB

18R

B18

R

B24 B24R B24L


B27

B48

SB

3621

32S

B36

2132

3DB

152

132

SB272134 B2721343DB182134OTC302484

U36

1510

8U

3615

108

U272490U362490U362490

U2424106R

U29

1048

W36

6W

183

0RW

363

324

W36

76

W36

76

W27

722

1W

272

521

W27

722

1W

272

521

W18

22R

W18

30L

W18

22L

W302224

UP

UP

UP

LAUNDRYPWDR RM

OFFICE

MASTER BATH

MASTER BDRMMUDROOM

PORCH

HALL

SCREEN PORCH

STORAGE

KITCHEN

GARAGE

SHWREL 0'- 0"T.O. SUBFLOOR @ 1ST FLOOR

EL (-) 1'- 6"T.O. SLAB @ GARAGE

CLOSET SHOWERLIVING

CLOSET

FOYER

UTILITY

PORCH

PASNECOY LN

STORAGE

101

107

102

103

104106

105

113

114

114a

117

116115118

119

108

109

110

110a 112

111

EL (-) 0'- 7"T.O. BLUESTONE @ PORCH

EL (-) 0'- 7"T.O. BLUESTONE @ PORCH

A8A8A

A8A8B

A8A8

C

A8A8

F

A8A8

D

A8A8 EA8A8G

A9A9 I

A9A9 K

A9A9J

A10A10M

A9A9

L

A10A10 N

A9A9

H

DINING

DN

DN

DN

3DB152132SB362132 SB362132

4DB1121820

3DB122132 3DB1221323DB152132SB362132 SB362132

4DB1121820

3DB122132 3DB122132

U20

2056

U20

2056

W20306L W20306L

UPMASTER BDRM

W.I. CLOSET

MASTER BATH

ATTIC


ATTIC

ATTIC

ATTIC

SHOWER

HALL

SCREEN PORCH BELOW

UNFINISHED STORAGE

ATTIC

5'-6" KNEEWALL

TUB AREA

ATTIC

201

202

205

203

204

206

207




A10A10

O

A10A10

P

A10A10 Q

FIRST FLOOR FINISH SCHEDULEROOM NAME AREA, INTERIOR (SQ FT) CEILING FINISH HEIGHT WALL MATERIAL FLOOR FINISH CEILING FINISHPORCH 47 N/A WHITE CEDAR SHINGLES BLUESTONE WHITE BEADBOARD

FOYER 94 106" BEN MOORE - MISTY AIR,CHAMFER WHITE 01 WIDE PLANK HDWD WHITE BEADBOARD

DINING 216 106" BEN MOORE - MISTY AIR WIDE PLANK HDWD WHITE BEADBOARD

KITCHEN 309 106" BEN MOORE - MISTY AIR,CHAMFER WHITE 01 WIDE PLANK HDWD WHITE BEADBOARD

PORCH 66 113 3/4" WHITE CEDAR SHINGLES BLUESTONE WHITE BEADBOARDLIVING 264 106" BEN MOORE - MISTY AIR WIDE PLANK HDWD WHITE PAINTOFFICE 128 106" BEN MOORE - MISTY AIR WIDE PLANK HDWD WHITE PAINTHALL 50 94" BEN MOORE - MISTY AIR WIDE PLANK HDWD WHITE PAINTUTILITY 18 94 1/4" BEN MOORE - MISTY AIR TILE WHITE PAINTMASTER BDRM 214 94" BEN MOORE - SOFT FERN WIDE PLANK HDWD WHITE PAINTCLOSET 29 94" BEN MOORE - MISTY AIR WIDE PLANK HDWD WHITE PAINTMASTER BATH 72 94 1/4" BEN MOORE - MISTY AIR TILE WHITE PAINTSHOWER 23 94 1/4" SUBWAY TILE PEBBLE TILE SUBWAY TILESCREEN PORCH 180 N/A WHITE CEDAR SHINGLES AZEK DECKING TONGUE AND GROOVE MEDIUMMUDROOM 147 94 1/4" BEN MOORE - MISTY AIR TILE WHITE PAINTCLOSET 13 94 1/4" BEN MOORE - MISTY AIR TILE WHITE PAINTLAUNDRY 53 94 1/4" BEN MOORE - MISTY AIR TILE WHITE PAINTPWDR RM 33 94 1/4" BEN MOORE - MISTY AIR TILE WHITE PAINTSTORAGE 26 94 1/4" BEN MOORE - MISTY AIR TILE WHITE PAINTGARAGE 565 115 5/8", 125 7/8" DRYWALL CONCRETE WHITE PAINTSTORAGE 33 115 5/8" DRYWALL CONCRETE WHITE PAINT

SECOND FLOOR FINISH SCHEDULEROOM NAME AREA, INTERIOR (SQ FT) CEILING FINISH HEIGHT WALL MATERIAL FLOOR FINISH CEILING FINISHHALL 41 94" BEN MOORE - MISTY AIR WIDE PLANK HDWD WHITE PAINTW.I. CLOSET 140 94" BEN MOORE - MISTY AIR WIDE PLANK HDWD WHITE PAINTMASTER BATH 93 94 1/4" BEN MOORE - MISTY AIR TILE WHITE PAINTTUB AREA 31 94 1/4" BEIGE TILE PEBBLE TILE BEIGE TILESHOWER 23 94 1/4" SUBWAY TILE PEBBLE TILE SUBWAY TILEMASTER BDRM 373 94" BEN MOORE - PALLADIAN BLUE WIDE PLANK HDWD CARAMEL HDWDUNFINISHED STORAGE 523 N/A DRYWALL SUBFLOOR OPEN TO RAFTER

ROOM NUMBER101102103104105106107108109110

111112113

114a115116117118119

110a

114

ROOM NUMBER201202203204205206207

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NOTES: INTERIOR FINISHESTILE:FIRST FLOORTILE IN UTILITY ROOM, MASTER BATHROOM FLOOR,MASTER SHOWER THROUGHOUT, POWDER ROOMFLOOR AND LAUNDRY ROOM FLOOR.

SECOND FLOORTILE IN MASTER BATHROOM FLOOR, TUB AREATHROUGHOUT, AND MASTER SHOWER THROUGHOUT.

WOOD FLOORING:5” HARDWOOD FLOORING INSTALLED, SANDED, ANDFINISHED WITH THREE COATS OF POLYURETHANETHROUGHOUT FIRST AND SECOND FLOOR WHERETILE ISN'T USED.

BLUEBOARD & PLASTER:½” BLUEBOARD ON WALLS AND CEILING WITH SMOOTHSKIM COAT OF PLASTER.

DUROK:½” FIBER REINFORCED CEMENTITIOUS TILE BACKERBOARD ON MASTER BATHROOM SHOWER FLOOR ANDWALLS, MASTER BATHROOM TUB WALLS, ANDCOMMON BATHROOM TUB WALLS.

BUILT-INS:FIRST FLOORDINING ROOM, LIVING ROOM, LAUNDRY, ANDMUDROOM

SECOND FLOORMASTER BEDROOM

INTERIOR PAINTING:- TO BE TWO COATS OF FINISH ON PRE-PRIMEDWOOD AND ONE COAT PRIMER AND TWO COATS OFFINISH ON UNPRIMED WOOD. PRIMER AND TWOCOATS OF FINISH ON PLASTER WALLS AND CEILINGS.- WALL PAINT PER FINISH SCHEDULE- ALL TRIM AND WOODWORK THROUGHOUT TO BECHANTILLY LACE

FINISH HARDWARE:ONE LOCKSET WITH DEADBOLTS, INTERIOR DOORHARDWARE

TOILET AND BATH ACCESSORIES: ALL TOILET AND BATH ACCESSORIES SELECTED BYOWNER

CO

NTR

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INTERIOR FINISH: - INTERIOR DOORS TO BE 4-PANEL SOLID COREMASONITE - INTERIOR TRIM TO BE 4-1/4” CASINGS, 6-1/4" LINTEL,AND 7-1/4” BASE FROM WINDSORONE CRAFTSMANCOLLECTION- COFFER CEILING TO BE DOUBLE 2X6 BLOCKING WITHPOPLAR SQUARE-STOCK WRAP AND 3-1/8” CROWNMOLDING IN LIVING ROOM.- 3-1/8 CROWN MOLDING FROM WINDSORONE CRAFTSMANCOLLECTION IN FOYER, DINING ROOM, KITCHEN, ANDOFFICE.

KITCHEN CABINETS:SELECTED BY OWNER OR KITCHEN DESIGNER

KITCHEN COUNTERTOPS:SELECTED BY OWNER

VANITY:SELECTED BY OWNER

VANITY TOP:SELECTED BY OWNER

CABINETRY HARDWARE:KNOBS AND PULLS FOR VANITY , SELECTED BY OWNER

PROPOSED TRIM, CASINGS, AND MOULDINGSNOT TO SCALESAMPLE PLAN

CA8CA8

KITCHEN ISLAND ELEVATIONSSCALE:1/2" = 1'-0"

BA8BA8

KITCHEN ELEVATIONSSCALE:1/2" = 1'-0"

W277221W277221

W272521W272521

B27 B27

W277221

W272521W272521

B27B2721 B27

W277221 W277221

W272521

B27

W277221

W272521

B2721B27

W277221

2'-3" 4'-6" 2'-3" 4'-7" 3'-7 3/4" 1'-10"

9' 10'-0 3/4"

3'3'

-8 3

/4"

2'-1

1/4

"

8'-1

0"

W277221W277221

W272521W272521

B27 B27

W277221

W272521W272521

B27B2721 B27

W277221 W277221

W272521

B27

W277221

W272521

B2721B27

W277221

W1830L

W363324W1822RW1822L

B18L

W1830L

W1822L

B18L

W366

W1830RW1830L

W1822RW1822L

RB36

W366

B18L B18R

W1830RW1830L

W1822RW1822L

RB36B18L B18R

W1830R

W1822R

B18R

W1830R

W1822R

B18R

3'1 1/2"

1'-6" 4'-6"

9'-3" 4'-6 1/4"

1 1/2"3'-1 1/2" 1'-6" 1'-6" 3'

8"3'-8 1/2"

1 3/4"

13'-9 1/4"

6'-1

"2'

-3"

6"

8'-1

0"

3'1'

-6"

2'-1

1/4

"1'

-8 3

/4"

6"

W1830L

W363324W1822RW1822L

B18L

W1830L

W1822L

B18L

W366

W1830RW1830L

W1822RW1822L

RB36

W366

B18L B18R

W1830RW1830L

W1822RW1822L

RB36B18L B18R

W1830R

W1822R

B18R

W1830R

W1822R

B18R

OTC302484

W302224

OTC302484

B24

OTC302484

B24

U2424106RU2424106R

SB36 JDB8000AWSB24

U2424106R

SB36 JDB8000AWSB24

U2424106RU2424106RU2424106R

SB272134 B2721343DB182134

2'-6" 2' 5' 2'

7'-1 3/4" 9' 6'-1 3/4"

3'5'

-4"

6"

8'-1

0"

2'-1

0"5'

-6"

6"

2'-3" 1'-6" 2'-3"

OTC302484

W302224

OTC302484

B24

OTC302484

B24

U2424106RU2424106R

SB36 JDB8000AWSB24

U2424106R

SB36 JDB8000AWSB24

U2424106RU2424106RU2424106R

SB272134 B2721343DB182134

B24B24RB24L

2' 2' 2' 2'

1'-1"6'

3'B24B24RB24L B48B48 3'B48B48

FHB24L FHB2412L FHB2412LFHB24L FHB2412L FHB2412L

2' 4' 2'1'-1"

6'1'-1"

3' FHB24L FHB2412L FHB2412LFHB24L FHB2412L FHB2412L

1' 1' 2'

2'

3'

AA8AA8

DINING ROOM ELEVATIONSCALE:1/2" = 1'-0"

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SHEET:

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INTE

RIO

R E

LEV

ATI

ON

S

ELEVA

ELEVA

ELEVB

ELEVB

ELEVC

ELEVC

ELEVD

ELEVD

ELEVE

ELEVE

ELEVF

ELEVF

ELEVG

ELEVG

THIS CABINETRY LAYOUT, STYLE,APPLIANCES, ETC. IS SUGGESTED ONLY ANDMAY NOT ACCURATELY REFLECT THE FINALDESIGN LAYOUT. IT IS THE RESPONSIBILITY

OF THE OWNER TO COORDINATE FINALLAYOUT AND INSTALLATION WITH KITCHEN

DESIGNER AND BUILDER.

CO

NTR

AC

TOR

SAMPLE PLAN

W3676W3676

B361530

W3676 W3676W3676

B361530

W3676W3676W3676

B361530

W3676

3'-1"1"

6'-1" 3'-1"1"

3'-2" 6'-1" 3'-2"

2'-6

"5'

-10"

6"

8'-1

0"

FIREPLACE TBDBY OWNER

W3676W3676

B361530

W3676 W3676W3676

B361530

W3676W3676W3676

B361530

W3676

SB362132SB362132 SB362132SB362132 3DB152132 SB362132SB362132 3DB152132 SB362132SB362132

3'-2 1/4" 1'-3" 3'2 1/4"

7'-7 1/2"

2'-8

"5'

-2 1

/4"

7'-1

0 1/

4"

SB362132SB362132 SB362132SB362132 3DB152132 SB362132SB362132 3DB152132 SB362132SB362132

U3615108U3615108U3615108U3615108 U3615108U3615108 U3615108U3615108 U3615108U3615108 U3615108U3615108U3615108

3'

2' 6'

8'-1

0"U3615108U3615108U3615108U3615108 U3615108U3615108 U3615108U3615108 U3615108U3615108 U3615108U3615108U3615108

1DB541820

U362490U362490U362490 U272490U362490U362490 U272490U362490U362490 U272490U362490U362490

3' 3' 2'-3"

4'-10" 7'-4" 8'-3"

1'-8

"2'

-10

1/2"

2'-1

0 1/

4"5

1/2"

7'-6

"4

1/4"

7'-1

0 1/

4"

4'-8" 2"

1DB541820

U362490U362490U362490 U272490U362490U362490 U272490U362490U362490 U272490U362490U362490

4' 5'-10"

9'-8 1/2" 5'-10"STUDSTUDSTUD

STUDSTUDSTUD

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ELEVI

ELEVJ

ELEVJ

ELEVK

ELEVK

ELEVL

ELEVL

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FIREPLACE ROUGH FRAMING ANDBUILT-IN CABINETS TBD IN FIELD.

HOMEOWNER TO DECIDE ONSTYLE AND MODEL OF FIREPLACE

AND COMMUNICATE WITHBUILDER THE SPECS SO SPACES

CAN BE ACCOMMODATED PERMANUFACTURER'S

RECOMMENDATIONS.

ELEVH

ELEVH

AA9AA9

STAIR WALL ELEVATIONSCALE:1/2" = 1'-0"

EA9EA9

MUDROOM ELEVATIONSCALE:1/2" = 1'-0"

DA9DA9

MASTER BATH ELEVATIONSCALE:1/2" = 1'-0"

CA9CA9

OFFICE ELEVATIONSCALE:1/2" = 1'-0"

BA9BA9

LIVING RM ELEVATIONSCALE:1/2" = 1'-0"SAMPLE PLAN

W20306L

SB3621323DB122132

W20306L

SB3621323DB122132

W20306LW20306L

3DB152132 SB362132SB362132 3DB122132

W20306LW20306L

3DB152132 SB362132SB362132 3DB1221323DB1221323DB122132

1'-1 1/4"3' 1'-3" 4'

1 1/4"

3'-9 1/2" 9'-5 1/2" 6'-1 1/2"

2'-8

"1'

-4"

2'-6

"1'

-4 1

/4"

7'-1

0 1/

4"

W20306L

SB3621323DB122132

W20306L

SB3621323DB122132

W20306LW20306L

3DB152132 SB362132SB362132 3DB122132

W20306LW20306L

3DB152132 SB362132SB362132 3DB1221323DB1221323DB122132

4DB11218204DB11218204DB1121820

9'-4"

2' 9'-4" 2'

1'-8

"6

1/4"

5'-1

3/4

"6"

7'-1

0"

4DB11218204DB11218204DB1121820

1'-6" 6" 4'-5 1/2"

2' 4'-5 1/2"

1'-8

"7

1/4"

4'-8

"4

3/4"

6"

7'-1

0"

AA10A

A10MASTER BATH ELEVATION

SCALE:1/2" = 1'-0"B

A10B

A10MASTER BED BENCH ELEVATION

SCALE:1/2" = 1'-0"

SB30SB30SB30SB30 B18RSB30 B18R

2' 2'-6" 1'-6"

6'

3'4'

-10

1/4"

7'-1

0 1/

4"

SB30SB30SB30SB30 B18RSB30 B18R SB362132SB362132SB362132SB362132

3' 1'-6" 1'-6"

6'

2'-8

1/2

"5'

-2 1

/4"

7'-1

0 1/

4"

SB362132SB362132SB362132SB362132

FA10F

A10POWDER RM ELEVATION

SCALE:1/2" = 1'-0"E

A10E

A10LAUNDRY ELEVATION

SCALE:1/2" = 1'-0"

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ELEVO

ELEVO

ELEVP

ELEVP

ELEVQ

ELEVQ

ELEVN

ELEVN

ELEVM

ELEVM

SAMPLE PLAN

10 :

12

10 : 12

10 : 12

10 : 12

10 : 1210 : 12

10 :

12

5 : 1

2

5 : 1

2

10 : 12

5 : 1

2

W16W16 W15W15 W16W16

W14W14

W13W13

W14W14

W14W14

W13W13

W14W14

W16W16W15W15W16W16

8 : 1

28

: 12

10 :

12

BA13

AA13

BA12

10 :

12

1'-2 3/8" 7'-3 3/4" 1'-2 3/8"

9'-8 1/2"

11 5

/8"

5'-9

3/4

"11

5/8

"

7'-9

"

1'-2 3/8"7'-3 3/4"1'-2 3/8"

9'-8 1/2"

11 5

/8"

5'-9

3/4

"11

5/8

"

7'-9

"

EL 20'-2"T.O. SUBFLOOR @ TOP LANDING

6" OGEE CONTINUOUS PVC GUTTERS







METAL STANDING SEAM ROOFING. DRIPEDGE WILL BE 8" WHITE ALUMINUMWITH STARTER SHINGLES ON EAVES.



R.O.

R.O.

R.O

.

R.O

.

AA14A

A14

AA12A

A12

BA14B

A14

AA16A

A16

BA16

BA16

CA17C

A17D

A17D

A17E

A18E

A18F

A18F

A18G

A19G

A19

HA19H

A19

8 : 1

2

8 : 12 8 : 12

8 : 1

2


PROPOSED TOWER ROOF PLANSCALE: 3/16" = 1'-0"

BA11B

A11

PROPOSED ROOF PLANSCALE: 3/16" = 1'-0"

AA11A

A11

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REV. DATE:

A11

CO

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NOTES: ROOF


SIDEWALL:- WHITE CEDAR SHINGLES STAINED WITH 5" NOMINALEXPOSURE TO THE WEATHER OVER TYVEK OR EQUAL.UNDERLAY WITH WHITE ALUMINUM DRIP CAPS ONWINDOW AND DOOR HEAD CASINGS.- WHITE AZEK PANEL ON STAIR TOWER AND BOXEDWINDOWS THROUGHOUT.- VERTICAL WHITE BOARD AND BATTEN ON MAINENTRY.- REFER TO THE PROPOSED WALL SCHEDULE ANDELEVATIONS FOR LOCATION OF SIDING.


ROOFING:- CERTAINTEED INDEPENDENCE COTTAGE REDSHINGLES OVER 1/2" ZIP SYSTEM ROOF SHEATHING.DRIP EDGE WILL BE 8" WHITE ALUMINUM WITHSTARTER SHINGLES ON EAVES. CONTINUOUS RIDGEVENT WITH MATCHING RIDGE CAP.- METAL STANDING SEAM ROOFING OVER 1/2" ZIPSYSTEM ROOF SHEATHING. DRIP EDGE WILL BE 8"WHITE ALUMINUM WITH STARTER SHINGLES ONEAVES. METAL ROOF OVER 1ST FLOOR MASTER BOXWINDOW, REAR GARAGE ENTRANCE, 2ND FLOORDORMERS, AND TOWER.











SAMPLE PLAN

W06W06W06W06

W01W01

W08W08W08W08

W16W16W15W15W16W16

W01W01W01W01W01W01 W01W01W01W01D01D01D02D02W01W01W01W01W01W01 W01W01W01W01

W08W08W08W08

W11W11

D01D01D02D02

Mean Grade Average (10.4')-3'-1 1/4"

T.O. Bluestone - Porch-0'-7"

2'-6

1/4

"

T.O. Subfloor - 1st Floor (13.5')0'-0"7"

T.O. Window RO - 1st Floor7'-0 3/4"

7'-0

3/4

"

T.O. Subfloor - Attic8'-8"

1'-7

1/4

"

T.O. Subfloor - 2nd Floor9'-10 1/4"

1'-2

1/4

"

T.O. Window RO - Attic12'-4 1/4"

2'-6

"

T.O. Ridge - Master Suite15'-7"

3'-2

3/4

"

T.O. Window RO - 2nd Floor16'-11"

1'-4

"

T.O. Ridge - Main (37.4')23'-11"

7'-0

"

T.O. Window RO - Tower27'-0"

3'-1

"

Highest Ridge (45.14')31'-7 3/4"

4'-7

3/4

"

1210

IA20

IA20

HA20H

A20

JA20

JA20

128

MA20M

A20

OA20O

A20

NA20N

A20

W06W06W06W06

W01W01

W08W08W08W08

W16W16W15W15W16W16

W01W01W01W01W01W01 W01W01W01W01D01D01D02D02W01W01W01W01W01W01 W01W01W01W01

W08W08W08W08

W11W11

D01D01D02D02

W12W12

D13D13

W06W06W06W06

D13D13

W12W12

VENT

D13D13D13D13

Mean Average Grade (10.4')-3'-1 1/4"

T.O. Slab - Garage (12.0')-1'-6"

1'-7

1/4

"

T.O. Subfloor - 1st Floor (13.5')0'-0"

1'-6

"

T.O. Subfloor - Attic Storage8'-10 1/4"

8'-1

0 1/

4"

T.O. Window RO - Attic Storage15'-11"

7'-0

3/4

"

T.O. Ridge - Garage (34.08')20'-7"

4'-8

"

1210

IA20

IA20

HA20H

A20

OA20O

A20

W12W12

D13D13

W06W06W06W06

D13D13

W12W12

VENT

D13D13D13D13

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REV. DATE:

A12

NOTES: EXTERIOR ELEVATIONS

ROOFING:- CERTAINTEED INDEPENDENCE COTTAGE REDSHINGLES OVER 1/2" ZIP SYSTEM ROOF SHEATHING.DRIP EDGE WILL BE 8" WHITE ALUMINUM WITH STARTERSHINGLES ON EAVES. CONTINUOUS RIDGE VENT WITHMATCHING RIDGE CAP.- METAL STANDING SEAM ROOFING OVER 1/2" ZIPSYSTEM ROOF SHEATHING. DRIP EDGE WILL BE 8" WHITEALUMINUM WITH STARTER SHINGLES ON EAVES. METALROOF OVER 1ST FLOOR MASTER BOX WINDOW, REARGARAGE ENTRANCE, 2ND FLOOR DORMERS, ANDTOWER.



SIDEWALL:- WHITE CEDAR SHINGLES STAINED WITH 5" NOMINALEXPOSURE TO THE WEATHER OVER TYVEK OR EQUAL.UNDERLAY WITH WHITE ALUMINUM DRIP CAPS ONWINDOW AND DOOR HEAD CASINGS.- WHITE AZEK PANEL ON STAIR TOWER AND BOXEDWINDOWS THROUGHOUT.- VERTICAL WHITE BOARD AND BATTEN ON MAIN ENTRY.- REFER TO THE PROPOSED WALL SCHEDULE ANDELEVATIONS FOR LOCATION OF SIDING.

WINDOWS: PELLA PROLINE SERIES WINDOWS WITH PUTTYALUMINUM-CLADDING EXTERIOR, PRE-FINISHED WHITEINTERIOR, 7/8 SDL WITH SPACER, LOW-E GLASS ANDSTANDARD SCREENS.

TRIM:EXTERIOR TRIM WILL BE AZEK AS FOLLOWS:- RAKES: 1X6/1X4- FASCIA ASSEMBLY: 1X6 FASCIA, 1X5 FRIEZE- KICKS: 1X12 KICKS UNDER DOORS- CASINGS: 1X4 RABETTED CASINGS ON WINDOWS ANDDOORS, 1X5 LINTEL ON WINDOWS AND DOORS, 1X6CASINGS ON GARAGE DOOR- SILL: 8/4 HISTORIC STYLE EXTERIOR SILLS

CUPOLA:PVC CUPOLA OVER GARAGE ROOF FROM CAPE CODCUPOLA OR EQUAL. STYLE TBD BY OWNER.

FLASHING: FLASHING SHALL BE INSTALLED IN A MANNER THATPREVENTS MOISTURE FROM ENTERING THE WALL ANDROOF THROUGH JOINTS IN COPINGS, THROUGHMOISTURE PERMEABLE MATERIALS AND ATINTERSECTIONS WITH PARAPET WALLS AND OTHERPENETRATIONS THROUGH THE ROOF PLANE - TYPICALAT ALL ROOF TO WALL INTERSECTIONS. (R903.2)

FINISH GRADE:ALL GRADING SHOWN ON ELEVATIONS SHALL BY NOMEANS BE ASSUMED AS THE ACTUAL GRADINGCONDITIONS AROUND THE BUILDING. VERIFY WITH SITEENGINEER THE TOP OF FOUNDATION AND EXACTLOCATION ON SITE ADHERING TO THE FALMOUTHSETBACKS.

BA12B

A12PROPOSED FRONT ELEVATION - GARAGE

SCALE: 1/4" = 1'-0"

AA12A

A12PROPOSED FRONT ELEVATION

SCALE: 1/4" = 1'-0"

CO

NTR

AC

TOR

SAMPLE PLAN

W14W14W13W13W14W14

W06W06W06W06W07W07


T.O. Slab - Garage-1'-6"

1'-7

1/4

"


1'-6

"

T.O. Window RO - Garage5'-6 3/4"

5'-6

3/4

"

T.O. Subfloor - Attic Storage8'-8"

3'-1

1/4

"


1'-2

1/4

"


5'-8

3/4

"

T.O. Ridge - Garage20'-7"

5'-0

"

T.O. Ridge - Main (37.4')23'-11"

3'-4

"

Highest Ridge (45.14')31'-7 3/4"

7'-8

3/4

"

IA20

IA20

HA20H

A20

NA20N

A20

W14W14W13W13W14W14

W06W06W06W06W07W07

W12W12

W04W04W04W04

D12D12

W05W05W05W05W05W05W05W05

W06W06

W12W12

VENT

W04W04W04W04

D12D12

W05W05W05W05W05W05W05W05


T.O. Slab - Garage-1'-6"

1'-7

1/4

"


1'-6

"


7'-0

3/4

"


1'-9

1/2

"


7'-0

3/4

"

T.O. Ridge - Garage (34.08')20'-7"

4'-8

"

1210

IA20

IA20

HA20H

A20

OA20O

A20

W12W12

W04W04W04W04

D12D12

W05W05W05W05W05W05W05W05

W06W06

W12W12

VENT

W04W04W04W04

D12D12

W05W05W05W05W05W05W05W05

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SHEET:

REV. DATE:

A13

PR

OP

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LEF

T A

ND

RE

AR

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TIO

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AA13A

A13PROPOSED LEFT ELEVATION - GARAGE

SCALE: 1/4" = 1'-0"

BA13B

A13PROPOSED REAR ELEVATION - GARAGE

SCALE: 1/4" = 1'-0"

CO

NTR

AC

TOR











SAMPLE PLAN

W14W14W13W13W14W14

W01W01W01W01

ACCESS PANEL

VENTVENT



2'-6

1/4

"


7"


7'-0

3/4

"


1'-7

1/4

"


1'-2

1/4

"


5'-8

3/4

"

T.O. Ridge - Main (37.4')23'-11"

8'-4

"


3'-1

"

Highest Ridge (45.14')31'-7 3/4"

4'-7

3/4

"

HA20H

A20

IA20

IA20

1210

125

128

NA20N

A20

OA20O

A20

W14W14W13W13W14W14

W01W01W01W01

ACCESS PANEL

VENTVENT

W10W10W10W10

W09W09W09W09W09W09

W16W16W15W15W16W16

D04D04W01W01W01W01

W03W03W02W02

W11W11

W10W10W10W10

W09W09W09W09W09W09

VENT

D04D04 W04W04W04W04D08D08W04W04W04W04

W06W06

VENT

W04W04W04W04D08D08W04W04W04W04



2'-6

1/4

"

T.O. Subfloor - 1st Floor (13.5')0'-0" 7"


7'-0

3/4

"


1'-7

1/4

"


1'-2

1/4

"


2'-6

"


3'-2

3/4

"


1'-4

"T.O. Ridge - Main (37.4')

23'-11"7'

-0"


3'-1

"

Highest Ridge (45.14')31'-7 3/4"

4'-7

3/4

"

HA20H

A20

IA20

IA20

JA20

JA20

1210

128

OA20O

A20N

A20N

A20

MA20M

A20

W10W10W10W10

W09W09W09W09W09W09

W16W16W15W15W16W16

D04D04W01W01W01W01

W03W03W02W02

W11W11

W10W10W10W10

W09W09W09W09W09W09

VENT

D04D04 W04W04W04W04D08D08W04W04W04W04

W06W06

VENT

W04W04W04W04D08D08W04W04W04W04

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SHEET:

REV. DATE:

A14

AA14A

A14PROPOSED REAR ELEVATION

SCALE: 1/4" = 1'-0"

BA14B

A14PROPOSED RIGHT ELEVATION

SCALE: 1/4" = 1'-0"

CO

NTR

AC

TOR











SAMPLE PLAN

WINDOW SCHEDULE3D EXTERIOR ELEVATION NUMBER LABEL FLOOR QTY R/O WIDTH HEIGHT DESCRIPTION MANUFACTURER COMMENTS EGRESS TEMPERED

W01 2957 1 14 29 3/4"X57 3/4" 29 " 57 " DOUBLE HUNG PELLA PROLINE DINING | OFFICE | HALL | MASTERBEDROOM | MASTER BATH YES

W02 3247 1 1 32 3/4"X47 3/4" 32 " 47 " SINGLE CASEMENT-HL PELLA PROLINE KITCHEN

W03 3247 1 1 32 3/4"X47 3/4" 32 " 47 " SINGLE CASEMENT-HR PELLA PROLINE KITCHEN

W04 2568 1 4 29 1/2"X91" 29 1/2 " 91 " SCREENS TBD SCREEN PORCH

W05 2768 1 4 31"X91" 31 " 91 " SCREENS TBD SCREEN PORCH

W06 2929 1 5 29 3/4"X29 3/4" 29 " 29 " SINGLE AWNING PELLA PROLINE MUDROOM | LAUNDRY | BATH |GARAGE

W07 2929 1 1 29 3/4"X29 3/4" 29 " 29 " SINGLE AWNING PELLA PROLINE GARAGE YES

W08 3232 2 2 32 3/4"X32 3/4" 32 " 32 " SINGLE AWNING PELLA PROLINE MASTER BEDROOM | MASTERBATHROOM

W09 2957 2 3 29 3/4"X57 3/4" 29 " 57 " DOUBLE HUNG PELLA PROLINE MASTER BEDROOM YES

W10 3232 2 2 32 3/4"X32 3/4" 32 " 32 " SINGLE AWNING PELLA PROLINE MASTER BATHROOM YES

W11 2525 2 2 25 3/4"X25 3/4" 25 " 25 " FIXED GLASS PELLA PROLINE ATTIC

W12 2929 2 2 29 3/4"X29 3/4" 29 " 29 " SINGLE AWNING PELLA PROLINE GARAGE ATTIC

W13 2329 3 2 23 3/4"X29 3/4" 23 " 29 " SINGLE AWNING PELLA PROLINE STAIR TOWER

W14 2329 3 4 23 3/4"X29 3/4" 23 " 29 " FIXED GLASS PELLA PROLINE STAIR TOWER

DOOR SCHEDULE3D EXTERIOR ELEVATION NUMBER LABEL FLOOR QTY WIDTH HEIGHT DESCRIPTION MANUFACTURER COMMENTS

D01 3070 1 1 36 " 84 " EXT. HINGED - TBD BY OWNER ROGUE VALLEY OR EQUAL FRONT ENTRY

D02 1070 1 1 12 " 84 " SIDELIGHT ROGUE VALLEY OR EQUAL FRONT ENTRY

D03 5068 1 1 60 " 80 " DOUBLE POCKET-GLASS PANEL TBD OFFICE

D04 14181 1 1 140 1/8 " 80 1/8 " 4 PANEL (OXXO) SLIDING DOOR PELLA ARCHITECT | DESIGNER LIVING ROOM

D05 2668 1 5 30 " 80 " HINGED-TS5000 TRUSTILE OR EQUAL UTILITY | MASTER BEDROOM | BATH| STORAGE| GARAGE STORAGE

D06 2668 1 2 30 " 80 " POCKET-TS5000 TRUSTILE OR EQUAL MASTER BATH | MASTER CLOSET

D07 3068 1 1 36 " 80 " EXT. HINGED-DOOR E08 ROGUE VALLEY OR EQUAL SCREEN PORCH

D08 3077 1 1 36 " 91 " SCREEN DOOR TBD SCREEN PORCH

D09 3068 1 1 36 " 80 " POCKET-TS5000 TRUSTILE OR EQUAL LAUNDRY

D10 5068 1 1 60 " 80 " DOUBLE HINGED-TS5000 TRUSTILE OR EQUAL MUDROOM

DOOR SCHEDULE3D EXTERIOR ELEVATION NUMBER LABEL FLOOR QTY WIDTH HEIGHT DESCRIPTION MANUFACTURER COMMENTS

D11 3068 1 1 36 " 80 " EXT. HINGED FIBERGLASS TS5000 TRUSTILE OR EQUAL MUDROOM

D12 3068 1 1 36 " 80 " EXT. HINGED - TBD BY OWNER ROGUE VALLEY OR EQUAL GARAGE REAR

D13 8070 1 2 96 " 84 " GARAGE-C12-SQ24 CLOPAY OR EQUAL GARAGE

D14 5068 2 1 60 " 80 " DOUBLE POCKET-TS5000 TRUSTILE OR EQUAL MASTER BEDROOM

D15 2668 2 1 30 " 80 " HINGED-TS5000 TRUSTILE OR EQUAL MASTER BATH

D16 2668 2 1 30 " 80 " POCKET-TS5000 TRUSTILE OR EQUAL MASTER CLOSET

D17 2850 2 1 32 " 60 " EXT. HINGED-SLAB TBD ATTIC

D18 2036 2 2 24 " 42 " EXT. HINGED-SLAB TBD ATTIC

WINDOW SCHEDULE3D EXTERIOR ELEVATION NUMBER LABEL FLOOR QTY R/O WIDTH HEIGHT DESCRIPTION MANUFACTURER COMMENTS EGRESS TEMPERED

W15 2929 3 2 29 3/4"X29 3/4" 29 " 29 " SINGLE AWNING PELLA PROLINE STAIR TOWER

W16 2929 3 4 29 3/4"X29 3/4" 29 " 29 " FIXED GLASS PELLA PROLINE STAIR TOWER

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SHEET:

REV. DATE:

A15

DISCLAIMER

ALL REASONABLE EFFORT HAS BEEN MADE TO ENSURE THE ACCURACY OF THIS WINDOW AND DOORSCHEDULE. GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR SIZES, COUNT, TEMPERING,AND LOCATIONS WITH PROVIDER PRIOR TO ORDERING WINDOWS AND DOORS.

NOTES: WINDOWS

PELLA PROLINE SERIES WINDOWS WITH PUTTY ALUMINUM-CLADDING EXTERIOR, PRE-FINISHED WHITEINTERIOR, 7/8 SDL WITH SPACER, LOW-E GLASS AND STANDARD SCREENS.

NOTES: DOORS

PELLA ARCHITECT SERIES DOORS WITH PUTTY ALUMINUM-CLADDING EXTERIOR, PRE-FINISHED WHITEINTERIOR, 7/8 SDL WITH SPACER, LOW-E GLASS AND STANDARD SCREENS FOR APPLICABLE DOORS.

CO

NTR

AC

TOR

SAMPLE PLAN

BA16B

A16 SCALE: 1/4" = 1'-0"PROPOSED SECTION B

AA16A

A16 SCALE: 1/4" = 1'-0"PROPOSED SECTION A

9'-4

5/8

" F

.F.H

.

9'-6

"

GARAGE118

STORAGE119

UNFINISHED STORAGE207

WHITE CEDAR SHINGLES W/ 5" NOMINALEXPOSURE TO THE WEATHER OVER TYVEK OREQUAL, UNDERLAY WITH 1/2" OSB WINDSTORM ON2X6 EXTERIOR WALL WITH INSULATION PER CODE

AJS 20 9 1/2" I-JOIST @ 16" O.C.W/ INSULATION PER CODE

2X10 ROOF RAFTERS @ 16" O.C.W/ INSULATION PER CODE

4" #3500 GARAGE SLAB REINFORCED WITHFIBER MESH, 6 MIL POLYETHYLENE VAPORBARRIER, 4" GRAVEL FILL COMPACTED UNDER

10" REINFORCED CONCRETEFOUNDATION WALL. SEESTRUCT. FOR DETAILS.

CERTAINTEED INDEPENDENCECOTTAGE RED SHINGLES OVER 1/2ZIP SYSTEM ROOF SHEATHING.

[2B-7]: W10X54 STEEL BEAM FLUSH FRAMED

BA20B

A20

OA20O

A20

IA20

IA20

DA20D

A20

B.O. Footing-5'-11 1/4"

T.O. Slab - Garage (12.0')-1'-6"

4'-5

1/4

"


1'-6

"


8'-1

0 1/

4"


7'-0

3/4

"

T.O. Ridge - Garage (34.08')20'-7"

4'-8

"

B.O. Footing-5'-11 1/4"

T.O. Slab - Garage (12.0')-1'-6"

4'-5

1/4

"


1'-6

"

T.O. Window RO - Garage5'-6 3/4"

5'-6

3/4

"


3'-3

1/2

"

T.O. Ridge - Garage (34.08')20'-7"

11'-8

3/4

"

GARAGE118

UNFINISHED STORAGE207

1210

NA20N

A20

IA20

IA20

BA20B

A20D

A20D

A20




4" #3500 GARAGE SLAB REINFORCED WITHFIBER MESH, 6 MIL POLYETHYLENE VAPORBARRIER, 4" GRAVEL FILL COMPACTED UNDER




(2) 2X12 RIDGE BOARD

2X10 COLLAR TIE

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SHEET:

REV. DATE:

A16

CO

NTR

AC

TOR











SAMPLE PLAN

BA17B

A17PROPOSED SECTION D

SCALE: 1/4" = 1'-0"

AA17A

A17PROPOSED SECTION C

SCALE: 1/4" = 1'-0"

7'-1

0" F

.F.H

.

8'

T.O. Slab - Crawl Space (10.2')-3'-3 1/2"

T.O. Decking - Screen Porch-0'-7"

2'-8

1/2

"

T.O. Subfloor - 1st Floor (13.5')0'-0" 7"


7'-0

3/4

"


1'-7

1/4

"

T.O. Wall - Screen Porch9'-0"

4"

T.O. Ridge (34.91')21'-5"

12'-5

"

2'-5

1/2

"

BATHMUDROOMSCREEN PORCH CL113 114114a 116

ATTIC

EXCAVATE FOR PIER FOUNDATIONTO A DEPTH OF 48" BELOW GRADE

TO SUPPORT THE SCREENPORCH. ATTACH 18" CORRUGATED

PLASTIC PIPE CONCRETE PIERS,8" MINIMUM ABOVE FINISHED

GRADE. BACKFILL PIER FORMSWITH EXCAVATED MATERIAL

AFTER INSPECTION - TYPICAL

[1B-4]: (4) 2X12 SYP PT BEAMATTACHED TO PIER WITH

SIMPSON TIE ABU66RZ OR EQUAL

2X8 PT JOISTS @ 16" O.C.ATTACHED TO BEAM WITH SIMPSON

HURRICANE TIE H2.5 OR EQUAL

(3) 2X10 HEADER BEAM

FAUX BEAMS AT CATHEDRAL CEILING

2X10 ROOF RAFTERS @ 16"O.C. FOR CATHEDRAL CEILING

1210

CRAWL SPACE

CA20C

A20

NA20N

A20

IA20

IA20

PROVIDE PT LEDGER (SAME DEPTHAS JOISTS) BOLTED TO THE SIDE OF

THE HOUSE WITH LEDGERLOK @ 16"O.C. STAGGERED. HANG JOISTS WITHSIMPSON HANGERS LUS26 OR EQUAL

FA20

FA20

1210

EA20

EA20


2X8 CEILING JOISTS @ 16" O.C.


4" #3000 CRAWL SPACE SLAB REINFORCEDWITH FIBER MESH, 6 MIL POLYETHYLENE VAPORBARRIER, 4" GRAVEL FILL COMPACTED UNDER




2X10 COLLAR TIE




3'-3

1/2

"


7'-0

3/4

"

T.O. Window RO - Kitchen Window7'-3 3/4"

3"


2'-6

1/2

"


7'-0

3/4

"

T.O. Wall - 2nd Floor17'-10 1/4"

11 1

/4"


9'-1

3/4

"

Highest Ridge (45.14')31'-7 3/4"

4'-7

3/4

"

2'-5

1/2

"9'

8'-1

0" F

.F.H

.

8'-6

1/8

"

7'-1

0 1/

4" F

.F.H

.

1210

125

128

1210

CRAWL SPACE

KITCHEN103104

W.I. CLOSET

MASTERBATHTUB AREA

202

203204

[1B-1]: (3) 1-3/4 X 9-1/2 LVL

[2B-2]: (3) 1-3/4 X 9-1/2LVL FLUSH FRAMED

[2B-9]: (3) 1-3/4 X 9-1/2 LVL HEADER

CA20C

A20

NA20N

A20

MA20M

A20

DA20D

A20









WHITE AZEK PANELING OVER TYVEKOR EQUAL, UNDERLAY WITH 1/2" OSBWINDSTORM ON 2X6 EXTERIOR WALL

AJS 20 9 1/2" I-JOIST @ 16" O.C.


DINING

[CB-1]: (3) 1-3/4 X 9-1/4 LVL FLUSH FRAMED

(2) 1-3/4 X 9-1/2 LVL BEAM FLUSH FRAMED2X10 ROOF RAFTERS @ 16" O.C.W/ INSULATION PER CODE

CERTAINTEED INDEPENDENCECOTTAGE RED SHINGLES OVER 1/2

ZIP SYSTEM ROOF SHEATHING.


STANDING SEAM METAL ROOFING OVER1/2 ZIP SYSTEM ROOF SHEATHING.

STANDING SEAM METAL ROOFING OVER1/2 ZIP SYSTEM ROOF SHEATHING.


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SAMPLE PLAN

AA18A

A18PROPOSED SECTION E

SCALE: 1/4" = 1'-0"

PROPOSED SECTION FBA18B

A18 SCALE: 1/4" = 1'-0"

2'-5

1/2

"9'

8'-1

0" F

.F.H

.

8'

7'-1

0" F

.F.H

.



2'-8

1/2

"


7"


9'-1

0 1/

4"T.O. Wall - 2nd Floor

17'-10 1/4"

8'-0

"

T.O. Ridge - Main (37.41')23'-11"

6'-0

3/4

"12

10

CRAWL SPACE

KITCHEN102104

W.I. CLOSETMASTERBATH 202

203

[1B-1]: (3) 1-3/4 X 9-1/2 LVL

HALL201


101C

A20C

A20

KA20K

A20

DA20D

A20

FOYER 8" WHITE BOARD AND BATTEN SIDINGOVER TYVEK OR EQUAL, UNDERLAY WITH1/2" OSB WINDSTORM ON 2X6 EXTERIORWALL WITH INSULATION PER CODE








WHITE BEADBOARD FOR FRONTPORCH AND EYEBROW CEILING

AJS 20 9 1/2" I-JOIST @ 16" O.C.

2X10 COLLAR TIE

PORCH



2'-8

1/2

"


7"


7'-0

3/4

"


2'-9

1/2

"


7'-0

3/4

"

T.O. Wall - 2nd Floor17'-10 1/4"

11 1

/4"

T.O. Ridge - Main (37.41')23'-11"

6'-0

3/4

"

2'-5

1/2

"9'

8'-1

0" F

.F.H

.

8'

7'-1

0" F

.F.H

.

9'-0

3/4

"

1210

125

125

CRAWL SPACE

LIVING107106

[1B-1]: (3) 1-3/4 X 9-1/2 LVL

MASTER BDRM206

101

105

1210

[2B-3]: (3) 1-3/4 X 11-1/4 LVL HEADER

[2B-10]: (3) 2X12 BEAM FRAMED UNDER

KA20K

A20

JA20

JA20

GA20G

A20

DA20D

A20



2X10 ROOF RAFTERS @ 16" O.C.



STANDING SEAM METALROOFING OVER 1/2 ZIPSYSTEM ROOF SHEATHING.



WHITE BEADBOARD FOR FRONT PORCH ANDEYEBROW CEILING. MATCH FINISHEDCEILING HEIGHT WITH SOFFIT.

AJS 20 9 1/2" I-JOIST @ 16" O.C.

2X10 COLLAR TIE



OFFICEPORCH

PORCH



CERTAINTEED INDEPENDENCECOTTAGE RED SHINGLES OVER 1/2

ZIP SYSTEM ROOF SHEATHING.

AZEK TAPERED COLUMN WITH 15" BASEAND TOP TO MATCH FINISHED BEAM WIDTH

STONE VENEER BASE 18" X 18"X 33" WITH 2" BLUESTONE CAP

COFFERED CEILING ON LIVING ROOM

T.O. Slab - Crawl Space-3'-3 1/2"


2'-8

1/2

"

T.O. Subfloor - 1st Floor0'-0"

7"

T.O. Beam - Porch9'-0"

9'-0

"


10 1

/4"

2'-9

"

1'-3"2"

EA20E

A20

AZEK TAPERED COLUMN WITH15" BASE AND TOP TO MATCH

FINISHED BEAM WIDTH

15" X 15" CONCRETE BASEW/ 2" STONE VENEER

21" X 21" X 2" BLUESTONE CAP1" OVERHANG THROUGHOUT

5.25 X 5.25 PT PSL POSTATTACHED WITH SIMPSON POST

BASE TIE PB66 OR EQUAL

[2B-10]: 2X12 BEAM FRAMED UNDER

PROPOSED COLUMN DETAILCA18C

A18 SCALE: 1/2" = 1'-0"

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SAMPLE PLAN

AA19A

A19PROPOSED SECTION G

SCALE: 1/4" = 1'-0"

PROPOSED SECTION HBA19B

A19 SCALE: 1/4" = 1'-0"



3'-3

1/2

"


7'-0

3/4

"


1'-7

1/4

"


3'-8

1/4

"

T.O. Ridge - Master Suite (29.08')15'-7"

3'-2

3/4

"

2'-5

1/2

"8'

7'-1

0" F

.F.H

.

CRAWL SPACE

MASTER BATH110111

ATTIC

[1B-1]: (3) 1-3/4 X 9-1/2 LVL

CA20C

A20

IA20

IA20

OA20O

A20

DA20D

A20

MASTER BDRM WHITE CEDAR SHINGLES W/ 5" NOMINALEXPOSURE TO THE WEATHER OVER TYVEK OREQUAL, UNDERLAY WITH 1/2" OSB WINDSTORM ON2X6 EXTERIOR WALL WITH INSULATION PER CODE






WHITE AZEK PANELING OVERHOUSEWRAP TYVEK OR EQUAL, WITH 1/2"OSB WINDSTORM ON 2X6 EXTERIOR WALL

2X8 CEILING JOISTS @ 16" O.C.W/ INSULATION PER CODE



3'-3

1/2

"


8'-8

"


1'-2

1/4

"

T.O. Ridge - Master Bedroom15'-7"

5'-8

3/4

"

T.O. Ridge - Main (37.41')23'-11"

8'-4

"

Highest Ridge (45.14')31'-7 3/4"

7'-8

3/4

"

2'-5

1/2

"9'

8'-1

0" F

.F.H

.

8'

7'-1

0" F

.F.H

.

2'-5

1/2

"8'

7'-1

0" F

.F.H

.

3'-9

1/4

"8'

7'-1

0" F

.F.H

.

MASTER BDRMMUDROOM HALLKITCHEN LIVING104 106114 108 110

MASTER BDRMW.I. CLOSET

ATTIC

ATTICHALL

201202 206

CRAWL SPACE[1B-2]: W10X33 STEEL BEAM FLUSH FRAMED[1B-3]: (3) 1-3/4 X 9-1/2LVL FRAMED UNDER

[2B-4]: W10X39 STEELBEAM FLUSH FRAMED

(2) 1-3/4 X 9-1/2 LVLFLUSH FRAMED


2X8 FRAMING FOR STAIRWINDER SUPPORT

[CB-1]: (3) 1-3/4 X 9-1/4LVL FLUSH FRAMED

[CB-1]: (3) 1-3/4 X 9-1/4LVL FLUSH FRAMED

1210

128

CA20C

A20

NA20N

A20

OA20O

A20

2X8 CEILING JOISTS @ 16" O.C.W/ INSULATION PER CODE







2X10 COLLAR TIE


STANDING SEAM METALROOFING OVER 1/2 ZIPSYSTEM ROOF SHEATHING.

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SAMPLE PLAN

H2.5 or equalSimpson Strong-Hurricane Tie

ANOT TO SCALE

COLUMN FOOTING DETAIL

1'-0"

2'-0" SQ

NOTE: ONE STORY PLANS SHOWN. FOR TWO STORIES PLANS, USE 2'-6" SQUARE X 1'-4" HIGH.

4" Gravel Fill

Vapor Barrier

No. 10, 6" X 6" W.W. M.Where required

3-1/2" Lally Column

4" Conc. Slab

Bearing PlateSet in full mortarbed

2

6

2

6

TYPICAL INTERIOR CASING3-1/2" FJP COLONIAL

1X4 RABBETED CASING

AZEK HISTORIC SILL BELOW

EXTERIOR SIDINGAS PER ELEVATIONS

2 6

2 6

1" X1/2"SILL W/EASED EDGE

APRON

EXTERIOR SIDINGAS PER ELEVATIONS

AZEK HISTORIC SILLAZM-6930

TYPICAL WINDOW2 6

2 6

2 6

4 1/

2''

1X 6 TRIM BOARD

DOUBLE-HUNG WINDOW

1/2" x CASING

FR

AM

ING

AZEK HISTORIC SILL BELOW

2'-0"

1'-0

"3'

-10"

MIN

T.O. FOOTINGEL (-) 4'-11 1/4"

T.O. EXCAVATIONEL (-) 5'-11 1/4"

T.O. FOUNDATIONEL.(-) 1'-1 1/4"

T.O.GARAGE FLOOR @ DOORSEL.(-) 1'-6" (12.0')

1/4"

9 1/4"

5 1/2"

2

ASPHALT SHINGLES

DRIP EDGE

1 X 6 AZEK TRIMBOARD

5/8" AZEK SHEET

1/2" X 3 1/2" SPACER

5" SEAMLESSALUMINUM GUTTER

1 X 5 AZEK TRIM BOARD

1/2" THICK SPACER

SHINGLE SIDING

FLASHING

5/4 X 5 AZEK CASING

RAFTER TAIL CUT TO 2 X 6

1'2

8

2

8

2

8

1

3

2 6

2 6

CB

1119

1'

ASPHALT SHINGLES

EDGE FLASHING

1 X 4 AZEK TRIM BOARD1 X 6 AZEK TRIM BOARD

SPACER

SHINGLE SIDING

1 X 5 AZEK TRIM BOARD

5/8" X 15 1/4" TRIMMED AZEK TRIM BOARD

2 6

2 6

2

10

TRIMMED (2) 2X10

TRIMMED 2X10 LOOKOUT

2X10 ROOF RAFTERS

Aluminum Flashing

Moisture Barrier

1/2" OSB WINDSTORM SHEATHING

CEDAR SHINGLE SIDING

Plywood cut 2" back toallow air flow

1/2" ridge vent(under)

10"

2 3/4"7 1/4"

3"

Bolts shall be at least 1/2" india. with 3" washers and shallextend a minimum of 7" intoconcrete. There shall be a minof two bolts per plate sectionwith one bolt located not morethan 12" from each end of theplate section, spaced amaximum of 6 feet on center.

2'-0"

1'-0

"3'

-10"

MIN

T.O. SUBFLOOREL.0'-0" (13.5')

T.O. EXCAVATIONEL (-) 5'-11 1/4"

T.O. FOOTINGEL (-) 4'-11 1/4"

T.O. FOUNDATION SLABEL (-) 3'-3 1/2" (10.2')

T.O. FOUNDATIONEL. (-) 1'-1 1/4"

9-1/2 I-JOISTS @ 16" O.C.

FOUNDATION ANCHOR BOLT DETAILD SCALE: 1/4" = 1'-0"

GARAGE FOUNDATION DETAILB NOT TO SCALE

FOUNDATION WALL DETAILC NOT TO SCALE

PIER TO POST DETAILE NOT TO SCALE

FNOT TO SCALE

LEDGERLOK DETAILTYPICAL WINDOW SILL

I SCALE: 3" = 1'-0"

TYPICAL WINDOW MULLIONJ SCALE: 3" = 1'-0"

STEEL BEAM TO COLUMN DETAILK SCALE: 1 1/2" = 1'-0"SCALE: 1 1/2" = 1'-0"

TYPICAL RAKE DETAILO

MROOF TO WALL DETAILNOT TO SCALE

GNOT TO SCALE

NARROW WALL BRACING DETAIL

TYPICAL WINDOW JAMBH SCALE: 3" = 1'-0"

NSCALE: 1 1/2" = 1'-0"

TYPICAL EAVE DETAIL

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HURRICANE TIE DETAILL

NOT TO SCALE

SIMPSON STRONG TIEPOST BASE DETAIL - TYP.

FILL PIER FOUNDATIONWITH CONCRETE ANDPLACE ONE 1/2" X 8" L-ANCHOR IN CENTER:SECURE GALVANIZEDPOST ANCHOR TO TOPOF PIER TO ACCEPTWOOD FRAMING

SAMPLE PLAN

AA21A

A21PROPOSED FIRST FLOOR FRAMING PLAN

SCALE: 3/16" = 1'-0"

VENT

VENT

VENT

VENT

VENT VENT

VENT

AC

CE

SS

PA

NE

L

VE

NT

VE

NT

BA13

AA13

BA12

6'

14'-4"9'-8"

CL

6'-1

0 1/

4"6'

-10

1/4" CL

17'-2

"15

'-2"

CL

11'-2

"11

'-2"

CL

7'-2

"7'

-2"

CL

11'-2

"13

'-2"

CL

15'-2

"11

'-2"

18'-6 1/2" 16' 24' 8' 14'

80'-6 1/2"

6'24

'4'

34'

4'6'

4'4'

14'8'16'-8 1/2"23'-3 1/2"22'-8"

84'-8"

4'4'

12'-6 1/2"

13'-5 1/2"

26'

30'

2'-4 1/2"8'-6"

2'-4 1/2"1'-10 3/4"8'-6"

2'-4 1/4"

13'-3"

12'-9"

26'

6'

CL

11'-3

1/2

"1'

-4"

12'-7

1/2

"

CL

2'

CL

6'-3 1/2"

CL

6'-3 1/2"8'-1"

3'2'-1"

6'

3'

13'-8

1/2

"

2'

CL3'-4"

CL8' 6' 9'

CL6'

CL7'

CL7'

CL7' 7'

CL

CL

7'-3

3/4

"11

'-6"

5'-5"4'-8 1/4"

CL

7 1/4"

CL5'-8 1/4"

CL9'-3"

CL

5'-6

"

CL

3'-5

3/4

"

5'-9 1/2" 2'-7 1/2"

2'

2'

2'

2'

2'

2'

7 1/2" 1'

8' 1'-3" 13'-8 1/2" 1'-3"

3 1/4" 1'-3" 14'-1 3/4" 1'-3"

2'-1

1 1/

2"1'

-3"

1'-3

"2'

-11

1/2"

6'-3 3/4" 1'-4 1/4" 6'-4"1'-4 1/4" 3'-3"7'-3 7/8" 1'-4 1/4" 7'-3 7/8"1'-4 1/4" 12'-3"

2'3'

-2"

5'-6

3/4

"1'

-4 1

/4"

7'-1

0"1'

-4 1

/4"

2'-8

3/4

"

6'-3 3/4"1'-4 1/4"

6'-4"1'-4 1/4" 17'-4 1/2" 10'-4" 1'-4 1/4"

75°

105°90°

90°

EL (-) 3'- 3 1/2" (10.2')T.O. SLAB @ CRAWL SPACE

EL (-) 1'- 6" (12.0')T.O. SLAB @ GARAGE

AA14A

A14

AA12A

A12

BA14B

A14

AA16A

A16

BA16

BA16

CA17C

A17D

A17D

A17E

A18E

A18F

A18F

A18G

A19G

A19

HA19H

A19

9-1/2 AJS 20 I-JOISTS @ 16" O.C.

9-1/2 AJS 20 I-JOISTS @ 16" O.C.

9-1/2 AJS 20 I-JOISTS @ 16" O.C.


[1B-1]: (3) 1-3/4 X 9-1/2 LVL FRAMED UNDER

[1B-3]: (3) 1-3/4 X 9-1/2LVL FRAMED UNDER

2X8 PT JOISTS @ 16" O.C.

[1B-4]: (4) 2X12 SYP PT BEAM FRAMED UNDER

R.O.

R.O.



3" SCH 40 PIPE DN3" SCH 40 PIPE DN

5.25 x 5.25 PSL POSTS DN


3.5 X 3.5 PSL POSTS DN3" SCH 40 PIPE DN

CA20

CA20

CA20

CA20

CA20C

A20

BA20

BA20

AA20A

A20

PROVIDE PT LEDGER (SAMEDEPTH AS JOISTS) BOLTED

TO THE SIDE OF THE HOUSEWITH LEDGERLOK @ 16"O.C. STAGGERED. HANGJOISTS WITH SIMPSON

HANGER LUS26 OR EQUAL

EA20E

A20

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SAMPLE PLAN

AA22A

A22PROPOSED SECOND FLOOR FRAMING PLAN

SCALE: 3/16" = 1'-0"

DN

UP

UP

UP

UP

UP

BA13

AA13

BA12

5 1/2"2'-5 1/2"5 1/2"

2'-5 1/2"5 1/2"

3'

5 1/2"2'-5 1/2"

5 1/2"2'-5 1/2"

5 1/2"1'-2 3/4"2'-5 3/4"1'-6" 2'-1 7/8"5'-4 3/4"2'-1 7/8" 2'-5 3/4"11'-9"2'-5 3/4"

5 1/2" 2'-5 3/4"4 1/2"

2'-5 3/4" 5 1/2"3'-10 7/8" 2'-5 3/4"4 1/2"

2'-5 3/4"4 1/2"

2'-5 3/4" 3'-10 7/8" 1'-5" 2'-5 3/4"4 1/2"

2'-5 3/4" 1'-3"5 1/2" 2'-5 3/4"4 1/2"

2'-5 3/4"4 1/2"

2'-5 3/4" 5 1/2"

2'-8 1/2"2'-8 1/2"

11" 2'-5 3/4" 2'-5 3/4" 3'-6" 2'-5 3/4" 3'-2 3/4"

3'-5 1/2" 5'-10 1/2" 9'-2 1/2" 3'-5 3/8" 9'-1 1/4" 3'-5 3/8" 8' 16' 8' 3'-10 1/2" 6'-3" 3'-10 1/2"

80'-6 1/2"

1'-11" 4'-2" 9"

1'-2"

2'-2

"2'

-5 3

/4"

6'-8

1/2

"2'

-5 3

/4"

1'-8

1/2

"

15'-6

1/2

"8'

-5 1

/2"

6'24

'4'

6'4'

4'

6'

5 1/

2"2'

-7"

5 1/

2"2'

-7"

5 1/

2"2'

-7"

5 1/

2"2'

-7"

5 1/

2"12

'-7 1

/2"

10"

6'10

"

2'

4'4'

10"

4'-4"2'-5 3/4"

4 1/2"2'-5 3/4"

4'-4"

14'8'16'-8 1/2"7'-3 1/2"9'-8 1/2"6'-3 1/2"15'-7"5'-2 1/2"1'-9"

84'-6 1/2"

4'-7 1/2"

3'-2"

4'-9"

3'-0 1/2"

7'-5"

3'

12'-6 1/2"

13'-5 1/2"

26'

1'-9 1/2"2'-5 3/4"

6'-0 1/2"

2'-5 3/4"6'-0 1/4"

2'-5 3/4"5'-3"

3'-5 1/2"

26'-6 1/2"

30'

2'-4 1/2"8'-6"

2'-4 1/2"1'-10 3/4"8'-6"

2'-4 1/4"

13'-3"

12'-9"

26'

8'-11"5'-7"3'-7"

6'-1

"8'

-1"

4'-11" 6'-8"

2'

2'-8

1/2

"

5'-10"

6'-1

0"11

'-8"

8'-1

"3'

-9"

3'-5

"5'

-1"

3'-5

"

1'-4"

6'-1

"

3'-8

1/2

"4'

-8"

6'-1

1/2

"

6'-9 1/2"6'8'-2"

3'-5

"4'

16'-5" 8'-2" 13'-1"

7'-8

1/2

"15

'-1"

6'-10"

1'-0 1/2"

3'-5

1/2

"

6" 9 1/2" 2'-10 1/2"

1'-5

1/2

"

2'-11"

7 1/2" 1'-0 1/4"

8" 2'-11"

4' 8' 1'-1"

4'5'

-6"

9'

1'-9"

4'-5"

3'-9

"3'

-10"

16'-8

"

3'-8

"

4'-5 1/2" 4'-5"

bar finished width: 6'-1 3/4"

3'-6 1/2"

4'

9'-8 1/2"


EL (-) 1'- 6" (12.0')T.O. SLAB @ GARAGE

9-1/2 AJS 20 I-JOISTS @ 16" O.C.

9-1/2 AJS 20 I-JOISTS @ 16" O.C.



3" SCH 40 PIPE DN

5.25 X 5.25 PSL POST DN

[2B-9]: (3) 1-3/4 X 9-1/2 LVL HEADER


[2B-2]: (3) 1-3/4 X 9-1/2 LVL FLUSH FRAMED

(2) 1-3/4 X 9-1/2 LVL FLUSH FRAMED






5.25 X 5.25 PSLPOST DN

3.5 X 3.5 PSL POSTS DN



3" SCH 40 PIPE DN

3" SCH 40 PIPE DN

3" SCH 40 PIPE DN




5.25 X 5.25 PT PSL POST DN


LEDGER BOARD SAME DEPTH AS JOISTS

2X8 CEILING JOISTS @ 16 " O.C.

2X8 CEILING JOISTS @ 16 " O.C.

2X10 ROOF RAFTERS @ 16 " O.C.FOR FAUX CATHEDRAL


9-1/2 AJS 20 I-JOISTS @ 16" O.C.

3" SCH 40 PIPE DN

3" SCH 40 PIPE DN


(3) 2X10 BEAM THROUGHOUT

R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O. R.O.

R.O

.R

.O.

R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.R.O.

R.O

.R

.O.

R.O

.R

.O.R.O.

R.O

.

R.O

.

R.O

.

R.O.

R.O.



[2B-11]: (3) 2X8FLUSH FRAMED



[2B-3]: (3) 1-3/4 X 11-1/4 LVL HEADER









LOAD BEARING WALL


AA14A

A14

AA12A

A12

BA14B

A14

AA16A

A16

BA16

BA16

CA17

CA17

DA17D

A17E

A18E

A18F

A18F

A18G

A19G

A19

HA19

HA19

GA20G

A20

GA20G

A20

(2) 2X12 CONTINUOUS HEADER

(2) 2X12 CONTINUOUS HEADER

HA20H

A20

JA20

JA20

JA20

JA20

HA20H

A20

HA20H

A20

HA20H

A20

HA20H

A20

CA18C

A18

CA18

CA18

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STUDS SHALL BE CONTINUOUS FROM SUPPORT AT THE SOLEPLATE TO A SUPPORT AT THE TOP PLATE TO RESIST LOADSPERPENDICULAR TO THE WALL. THE SUPPORT SHALL BE AFOUNDATION OR FLOOR, CEILING OR ROOF DIAPHRAGM ORSHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTEDENGINEERING PRACTICE. EXCEPTION: JACK STUDS, TRIMMER STUDS AND CRIPPLESTUDS AT OPENINGS IN WALLS THAT COMPLY WITH TABLESR502.5(1) AND R502.5(2).SAMPLE PLAN

AA23A

A23PROPOSED SECOND FLOOR CEILING FRAMING PLAN

SCALE: 3/16" = 1'-0"

DN

DN

UP

BA13

AA13

BA12

7'-6

1/2

"4'

4'10

'-10"

5'-6

1/2

"

5'-10" 9'-6 1/2" 3'-6"

5'-10" 8'-9 1/2"

4'8'

-10"

5'-1

0"

3'-6

1/2

"9'

-8"

6'-1

0"

1'-8 1/2" 9'-5" 1'-8 1/2"

7'-6

1/2

"14

'-7"

10'-4

1/2

"

2'4'

-6 1

/2"

12'

6'-6

1/2

"

1'

5'-10" 13'-2"

5'-11 1/8" 2'-1 3/4" 5'-11 1/8"

2'-11 1/2" 15'-7" 20'-2 1/2" 5'-1 1/2" 13'-4" 1'-4" 8' 14'

80'-6 1/2"

4'-9

1/2

"2'

-10"

7'-9

"6'

12'-7

1/2

"

4'4'

6'24

'4'

34'

10'

8'

5'-11 1/8"2'-1 3/4"5'-11 1/8"

14'8'1'-4"14'-4"8'-4"9'-8 1/2"6'-3 1/2"15'-7"7'-1"

84'-8"

12'-6 1/2"

13'-5 1/2"

26'

3'4'-6 3/8"

19'-5 5/8"

3'

30'

11'-9 1/8"

2'-5 3/4"

11'-9 1/8"

13'-5 1/2"

12'-6 1/2"

26'

3'-9" 2'-8 3/4"4 1/2"

2'-8 3/4" 3'-9"

19'-5 1/2"

3'-0 7/8" 2'-5 3/4"

4 1/2"

2'-5 3/4"

4 1/2"

2'-5 3/4" 3'-0 7/8"1'-11 1/4" 2'-8 3/4"

4 1/2"

2'-8 3/4" 1'-11 1/4"

11'-9 1/8"

2'-5 3/4"

11'-9 1/8"

5'-6

1/2

"

3'-6

1/2

"3'

-6 1

/2"




2X8 FRAMING FOR TOPLANDING @ TOWER2X8 FRAMING FOR STAIR

WINDER SUPPORT

LEDGER BOARD SAMEDEPTH AS FLOOR FRAMING

LEDGER BOARD SAMEDEPTH AS FLOOR FRAMING[CB-1]: (3) 1-3/4 X 9-1/4

LVL FLUSH FRAMED


R.O. R.O. R.O.

R.O.R.O.R.O.R.O.R.O.R.O.

R.O.

R.O.





[CJ-1]: 2X10 CEILING JOISTS @ 12" O.C.



5.25 X 5.25 PSL POST DN 5.25 X 5.25 PSL POST DN

[RR-2]: 2X10 RAFTERS @ 16" O.C.

[RR-2]: 2X10 RAFTERS @ 16" O.C.

[RR-2]: 2X10 RAFTERS @ 16" O.C.

AA14A

A14

AA12A

A12

BA14B

A14

AA16A

A16

BA16

BA16

CA17

CA17

DA17D

A17E

A18E

A18F

A18F

A18G

A19G

A19

HA19

HA19

HA20H

A20

JA20

JA20

HA20H

A20

HA20H

A20

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AA24A

A24PROPOSED ROOF FRAMING PLAN

SCALE: 3/16" = 1'-0"

BA13

AA13

BA12

1'-2 3/8" 7'-3 3/4" 1'-2 3/8"

9'-8 1/2"

11 5

/8"

5'-9

3/4

"11

5/8

"

7'-9

"

1'-2 3/8"7'-3 3/4"1'-2 3/8"

9'-8 1/2"

11 5

/8"

5'-9

3/4

"11

5/8

"

7'-9

"

[RR-2]: 2X10 RAFTERS @ 16" O.C.

[RR-2]: 2X10 RAFTERS@ 16" O.C.

[RR-2]: 2X10RAFTERS @ 16" O.C.


[RR-1]: 2X10 RAFTERS @ 12" O.C.FOR RAFTERS WITH LONGER SPANS






(2) 2X12 RIDGE BOARDS





R.O.

R.O.

R.O

.

R.O

.

ROOF OVERLAY. CREATEACCESS TO ATTIC AS NEEDED.

ROOF OVERLAY. CREATEACCESS TO ATTIC AS NEEDED.

AA14A

A14

AA12A

A12

BA14B

A14

AA16A

A16

BA16

BA16

CA17C

A17D

A17D

A17E

A18E

A18F

A18F

A18G

A19G

A19

HA19H

A19

ARCHED HEADER

(2) 2X10 BEAM FLUSH FRAMED WITH RAFTERS

[RR-2]: 2X10 RAFTERS @ 16" O.C.


PROPOSED TOWER ROOF FRAMING PLANSCALE: 3/16" = 1'-0"

BA24B

A24

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FASTENERS:SHEATHING - 2 1/2" X .131 DIA. NAILS WITH 3" SPACING ONEDGES AND 6" SPACING IN FIELDFRAMING - 3 1/4" X .131 DIA. NAILS





VENTILATION NOTES:

ALL COMBUSTION APPLIANCES WILL BE VENTEDDIRECTLY TO THE EXTERIOR

ATTIC SHALL HAVE VENTILATION EQUAL TO 1 SQ. FOOTPER 150 SQ. FEET OF ATTIC SPACE. VENTILATION SHALLBE PROTECTED FROM SNOW AND RAIN AND SHALL BECOVERED WITH GALVANIZED WIRE SCREEN. OPENINGSSHALL BE LOCATED TO PROVIDE CROSS VENTILATION.

EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDEVIA METAL DUCTS, PROVIDE 90 CFM (MIN) FANS TOPROVIDE 5 AIR CHANGES PER HOUR IN BATHSCONTAINING TUB AND / OR SHOWER AND IN LAUNDRYROOMS.

UNDER FLOOR SPACES SHALL HAVE VENTILATIONEQUAL TO ONE SQ. FOOT PER 150 SQ. FEET OF FLOORSPACE. VENTS SHALL BE CAST INTO THE CONCRETESTEM WALLS AND COVERED WITH GALVANIZED WIRESCREEN. VENTS SHALL BE LOCATED TO PROVIDECROSS VENTILATION.

WP

R

4

GFCI

3WP

SD

EP

DC

SD

DM

A

T

AV Control

C5/TVC5 TV

T

SP SP

DESCRIPTIONSYMBOL

ELECTRICAL - DATA - AUDIO LEGEND

Ceiling Fan

Ventilation Fans: Ceiling Mounted, Wall Mounted

Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low VoltageWall Mounted Light Fixtures: Flush Mounted, Wall Sconce

Chandelier Light Fixture

240V Receptacle

110V Receptacles: Duplex, Weather Proof, GFCI

Switches: Single Pole, Weather Proof, 3-Way, 4-Way

Switches: Dimmer, Timer

Audio Video: Control Panel, Switch

Wall Jacks: CAT5, CAT5 + TV, TV/Cable

Telephone Jack

Intercom

Thermostat

Door Chime, Door Bell Button

Smoke Detectors: Ceiling Mounted, Wall Mounted

Electrical Breaker Panel

Speakers: Ceiling Mounted, Wall Mounted

Fluorescent Light Fixture

UP

UP

UP

UP

UP

Exh

aust

(lig

ht)

Exhaust (light)

CO/SD

CO/Smoke Detector

SD

Smoke Detector

HD

Heat Detector

Bry

ant S

conc

e 2

Seaside SconceSeaside Sconce

Oceanside Spherical Sconce Oceanside Spherical Sconce

Oceanside Spherical Sconce

Oceanside Spherical Sconce

Seaside Sconce

6 Blade Ceiling Fan

Contemporary (3 lights)

6 Blade Ceiling Fan

Craftsman Pendant Craftsman Pendant Craftsman Pendant

R

Recessed Down Light 5

R


R


R


R


R


R


R


R


R


R


R


R


R


R


R


R


R


R


R


Mad

ison

Sco

nce

3M

adis

on S

conc

e 3

R


R


R


R

Recessed Vapor Light

R


R


R


R


R


R


R


R


R


R


R


R


Seaside Sconce

R


R


R


R


R


R


R


R


R


R


R


R


R


R


CO/SD

CO/Smoke Detector

HD

Heat Detector

EP

Electrical P

anel

LAUNDRYBATHOFFICE

MASTER BATH

MASTER BDRMMUDROOM

PORCH

HALL

SCREEN PORCH

STORAGE

KITCHEN

GARAGE

SHWR


EL (-) 1'- 6" (12.0')T.O. SLAB @ GARAGE

CLOSET SHOWERLIVING

CLOSET

FOYER

UTILITY

PORCH

PASNECOY LN

STORAGE

101

107

102

103

104106

105

113

114

114a

117 116 115

118

119

108

109

110

110a 112

111




54X22.5ATTIC ACCESS

LOCATION TBD IN FIELD

Craftsman Chandelier

DINING

DN

DN

UP

Exhaust (light)

CO/SD

CO/Smoke Detector

SD

Smoke Detector

Contemporary (3 lights)

R

Recessed Vapor Light

R


R


R


R


R


R


R


R


R


R


R


R


R


R


MASTER BDRM

W.I. CLOSET

MASTER BATH

ATTIC


ATTIC

ATTIC

ATTIC

SHOWER

HALL

SCREEN PORCH BELOW

UNFINISHED STORAGE

ATTIC

5'-6" KNEEWALL

TUB AREA

ATTIC

201

202

205

203

204

206

207




BE1BE1

PROPOSED SECOND FLOOR ELECTRICAL PLANSCALE: 1/8" = 1'-0"

AE1AE1

PROPOSED FIRST FLOOR ELECTRICAL PLANSCALE: 1/8" = 1'-0"

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SPECIAL NOTE: RECOMMEND A WALK-THRU AFTER ROUGH FRAMING IS COMPLETE TO DETERMINE FINALLOCATION OF OUTLETS, SWITCHES, AND LIGHTS WITH OWNERS, GENERAL CONTRACTOR REP AND ELECTRICIAN.

SECTION R315 - CARBON MONOXIDE ALARMS R315.1 CARBON MONOXIDE ALARMS.FOR NEW CONSTRUCTION, AN APPROVED CARBONMONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACHSEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OFTHE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND IN DWELLINGUNITS THAT HAVE ATTACHED GARAGES. R315.2 WHERE REQUIRED IN EXISTING DWELLINGS.WHERE WORK REQUIRING A PERMIT OCCURS IN EXISTINGDWELLINGS THAT HAVE ATTACHED GARAGES OR INEXISTING DWELLINGS WITHIN WHICH FUEL-FIREDAPPLIANCES EXIST, CARBON MONOXIDE ALARMS SHALL BEPROVIDED IN ACCORDANCE WITH SECTION R315.1. R315.3 ALARM REQUIREMENTS.SINGLE STATION CARBON MONOXIDE ALARMS SHALL BELISTED AS COMPLYING WITH UL 2034 AND SHALL BEINSTALLED IN ACCORDANCE WITH THIS CODE AND THEMANUFACTURER'S INSTALLATION INSTRUCTIONS.

SECTION AM104 - SMOKE DETECTION AM104.1 GENERAL. SMOKE DETECTORS SHALL BE INSTALLED IN DWELLING UNITSUSED FOR HOME DAY-CARE OPERATIONS. DETECTORS SHALLBE INSTALLED IN ACCORDANCE WITH THE APPROVEDMANUFACTURER'S INSTRUCTIONS. IF THE CURRENT SMOKEDETECTION SYSTEM IN THE DWELLING IS NOT IN COMPLIANCEWITH THE CURRENTLY ADOPTED CODE FOR SMOKEDETECTION, IT SHALL BE UPGRADED TO MEET THE CURRENTLYADOPTED CODE REQUIREMENTS AND SECTION AM103 BEFOREDAYCARE OPERATIONS COMMENCE. AM104.2 POWER SOURCE. REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIRPRIMARY POWER FROM THE BUILDING WIRING WHEN THATWIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALLBE EQUIPPED WITH A BATTERY BACKUP. THE DETECTOR SHALLEMIT A SIGNAL WHEN THE BATTERIES ARE LOW. WIRING SHALLBE PERMANENT AND WITHOUT A DISCONNECTING SWITCHOTHER THAN THOSE REQUIRED FOR OVER-CURRENTPROTECTION. REQUIRED SMOKE DETECTORS SHALL BEINTERCONNECTED SO IF ONE DETECTOR IS ACTIVATED, ALLDETECTORS ARE ACTIVATED.

E1

AM104.3 LOCATION. A DETECTOR SHALL BE LOCATED IN EACH BEDROOM AND ANYROOM THAT IS TO BE USED AS A SLEEPING ROOM ANDCENTRALLY LOCATED IN THE CORRIDOR, HALLWAY OR AREAGIVING ACCESS TO EACH SEPARATE SLEEPING AREA. WHENTHE DWELLING UNIT HAS MORE THAN ONE STORY , AND INDWELLINGS WITH BASEMENTS , A DETECTOR SHALL BEINSTALLED ON EACH STORY AND IN THE BASEMENT . INDWELLING UNITS WHERE A STORY OR BASEMENT IS SPLIT INTOTWO OR MORE LEVELS, THE SMOKE DETECTOR SHALL BEINSTALLED ON THE UPPER LEVEL, EXCEPT THAT WHEN THELOWER LEVEL CONTAINS A SLEEPING AREA, A DETECTORSHALL BE INSTALLED ON EACH LEVEL. WHEN SLEEPING ROOMSARE ON THE UPPER LEVEL, THE DETECTOR SHALL BE PLACEDAT THE CEILING OF THE UPPER LEVEL IN CLOSE PROXIMITY TOTHE STAIRWAY. IN DWELLING UNITS WHERE THE CEILINGHEIGHT OF A ROOM OPEN TO THE HALLWAY SERVING THEBEDROOMS OR SLEEPING AREAS EXCEEDS THAT OF THEHALLWAY BY 24 INCHES (610 MM) OR MORE, SMOKEDETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN THEADJACENT ROOM. DETECTORS SHALL SOUND AN ALARMAUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT INWHICH THEY ARE LOCATED.

CO

NTR

AC

TOR

SAMPLE PLAN

180705 McLeod and Park CD 24x36 - GMT Home Designs...N1102.4 (R402.4) - AIR LEAKAGE (Mandatory) The building thermal envelope shall be constructed to limit air leakage in accordance

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