HomeMy WebLinkAboutHarrison_Plan_Set_03-25-25J E F F F U L L E R H O M E SJ E F F F U L L E R H O M E S
1819 N Ha rrison stre et
Little Rock, Arkansas
PROJECT DATA
floors:
bedrooms:
bathrooms:
width / depth:
garage bays:
exterior wall thickness:
foundation type:
main floor ceiling height
upper floor ceiling height:
basement ceiling height:
garage door size(s):
2
5
7
117'-3" x 39'-2"
2
6"
slab
12'-0"
10'-0"
n/a
16'-0" & 10'-0"
HEATED SQUARE FOOTAGE (TO VENEER)
Description Area, Standard (sq ft)Floor
Square Footage to Veneer 2378.46 1
Square Footage to Veneer 2654.51 2
Totals: 5032.97
UNHEATED SQUARE FOOTAGE (TO VENEER)
Description Area, Standard (sq ft)Floor
Front Porch Square Footage (unheated)144.7 1
Side Porch Square Footage (unheated)453.61 1
Garage Square Footage (unheated)650.91 1
Attic Square Footage (unheated)510.07 2
Totals: 1759.29
HEATED SQUARE FOOTAGE (TO FRAME)
Description Area, Standard (sq ft)Floor
Square Footage to Frame 2286.76 1
Square Footage to Frame 2562.17 2
Totals: 4848.93
GENERAL NOTES:GENERAL NOTES:
DISCLAIMER - These construction documents are intended to assist you and inform you through the construction of the project. These plans are intended as a guide to professional contractors and are not intended to be a set of step by step i
nstructions. therefore, if you are planning to build this project without the services of a professional builder, we suggest you become thoroughly familiar with reading construction documents or consider hiring a construction consultant. if
you should have any questions regarding the construction plans, please contact us before beginning construction.
Designer's Ink provides no engineering or on-site construction supervision services. Since Designer's ink has no control over the actual construction, material selection, contractor selection, building site, or weather / soil conditions.
Designer's ink assumes no responsibility for any damages including but not limited to any deficiencies, omissions, or errors and / or omissions in the dimensions or drawings contained in these construction documents. any errors shall be
brought to the attention of Designer's ink prior to construction commencing. Proceeding with construction constitutes the acceptance of these construction documents "As-is" and any discrepancies, errors and/or omissions become the sole
responsibility of the client.
Prior to construction, Designer's Ink recommends these plans be reviewed by a licensed structural engineer as well as your local building officials To comply with seismic, wind, and other site specific conditions required by your local building
codes. additional engineering may be required.
Designer's Ink is a design and drafting service. We are not registered architects or licensed engineers in any field - civil, electrical, or mechanical. We do not nor can we stamp or seal any of these drawings. It is the responsibility of the
Builder and/or Homeowner to monitor and review plans before and during construction for any errors or omissions and bring them to our attention for solutions.
CODES - All work performed shall be in accordance with all applicable national, state, and local building codes. it is the responsibility of the general contractor to ensure compliance with all applicable codes and to ensure all plans meet o
r exceed applicable codes before construction begins. The general contractor and sub-contractors shall review all plans and make any requests for changes to the plans before materials are ordered or construction begins.
installation - it is the sole responsibility of the general contractor or 3rd party structural engineer to ensure the proper materials and construction techniques are selected to construct this project to ensure it meets or exceeds
applicable safety standards and load requirements.
Safety- the general contractor is responsible for ensuring all safety precautions or safety programs are used to provide a safe work site. the general contractor is responsible for ensuring proper structural shoring and bracing are
in place during construction.
insulation - all walls and ceilings are to be properly insulated to meet or exceed the recommendations of the US department of energy for the zone where the building will be constructed.
Alterations - These plans are a representation of the requirements of the client. any alterations to the plans by the contractors shall be approved by the client prior to beginning construction. It is the client's responsibility to obtain any s
tamps required by their local permitting agency.
SITE PREPARATION - OWNER / CONTRACTOR IS TO CONDUCT SOIL TESTS & DIG TEST HOLES TO determine SOIL TYPE & DRAINAGE PROPERTIES OF SITE. A SURFACE DRAINAGE PATTERN SHOULD BE ESTABLISHED WHICH WILL DRAIN THE ENTIRE AREA AND DIRECT WATER AWAY
FROM THE HOUSE and not have a negative impact on surrounding property. DRIVEWAYS & WALKWAYS SHOULD BE SET LOW ENOUGH TO AVOID INTERFERENCE WITH THE DRAINAGE PATTERN. THE FINISHED GRADE WILL BE SLOPED AWAY FROM THE FOUNDATION WALL OF
HOUSE. WHERE THE DRAINAGE SLOPE AROUND THE HOUSE MEETS A REVERSE SLOPE, A GENTLY sloping DITCH will be USED TO CARRY SURFACE WATER AWAY. IF A WELL IS USED TO SUPPLY WATER FOR THE HOUSE, ALL SURFACE DRAINAGE MUST BE DIRECTED AWAY FROM WELL
TO AVOID CONTAMINATION OF WATER SUPPLY.
The contractor shall verify locations of site utilities, requirements and connections fees. The general contractor will verify all property lines and setback requirements before construction begins.
Walls - Exterior walls are shown as 2"x6" wood studs @ 16" o.c. interior walls are 2"X4" wood studs @ 16" O.C. unless otherwise indicated or required for structural integrity or plumbing.
BRICK VENEER - Control joints shall be used as recommended by the brick manufacturer. Steel lintels to be installed over all doors, windows, and openings with brick above.
fire resistive materials - provide fire resistive materials where required by code, including but not limited to FIRESTOPPING at penetrations. Use properly sealed 5/8" drywall on walls and ceilings to separate the garage from the dwelling.
Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and roof space.
Thermal & moisture control - the general contractor is responsible for thermal & moisture control strategies including proper venting of the roof and attic space.
ELECTRICAL, PLUMBING, and HVAC - All electrical, Plumbing, and HVAC systems are to be designed and installed by a licensed contractor. when these systems are noted in the plans, they are simply suggested locations to assist the licensed
contractor in determining the requirements of the client.
MEASUREMENTS - THE GENERAL CONTRACTOR WILL VERIFY ALL ON-SITE MEASUREMENTS, AND THOSE MEASUREMENTS WILL OVERRULE THE MEASUREMENTS LISTED ON THE DRAWINGS. when measurements are provided by the client, Designer's ink is not responsible for
their accuracy.
DRAINAGE - THE GENERAL CONTRACTOR WILL ENSURE THAT THE FINISHED GRADE SLOPES AWAY FROM THE STRUCTURE SUFFICIENTLY TO PREVENT WATER STANDING OR FLOWING INTO THE STRUCTURE OR ADJACENT PROPERTY. drainage SHALL BE PROPERLY TRANSFERRED
INTO THE EXISTING LOT SURFACE WATER DRAINING SYSTEM. any AREA Directly IMPACTED BY THE project SHALL BE MODIFIED TO RESTORE EXISTING SURFACE WATER DRAINAGE.
Covenants / local codes - the general contractor is responsible for ensuring all subdivision covenant rules and regulations are followed. The general contractor will be responsible for applying, obtaining and paying for required
permits and fees before construction begins (as required by law).
Dimensions - All dimensions are to the center of interior wall studs, the outside of exterior wall studs, centerline of columns, doors and windows, or face of concrete. Doors and cased openings without dimensions are to be a minimum of 4" from t
he framing of the adjacent wall or centered between walls.
Pressure Treated Wood - All wood in direct contact with concrete or exposed to weather shall be pressure treated with an approved preservative. Fasteners for pressure treated wood shall be hot dipped galvanized steel, stainless
steel, silicone bronze or copper.
permits / inspections - the general contractor will be responsible for obtaining all permits as required as well as ensuring all required inspections are completed and passed during construction. the owner / contractor is to ensure all
construction is done in accordance with the final municipality approved & permitted drawings and job site working drawings are to be stamped as approved by the municipality (where required).
address marking - the general contractor is responsible for ensuring a house number is displayed in a prominent manner so it is readily visible to enable emergency vehicles to locate the residence per the owner's specifications.
doors and windows - door and window contractor to verify sizes, locations and styles as specified and graphically represented on plans & elevations. it is the responsibility of the window contractor to ensure that all doors and windows
meet applicable codes and requirements (including tempered glass requirements) and coordinate with all subcontractors for rough opening requirements. owner to have the final selection approval on styles, types and materials of all
windows and doors.
all bedroom escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. the minimum net clear openable height dimension shall be 24 inches. the minimum net clear openable width dimension shall be 20 inches.
when windows are provided as a means of escape or rescue, they shall have a finished sill height of not more than 44 inches above the finished floor.
tempered glass is required in all hazardous areas (R308.4) and with all glass within 18 inches of the finished floor per R308.4.3 and in any glass swinging, sliding and bi-fold doors (r308.4.1)
NOTE:NOTE:
Renderings may depict optional upgrades or
items which have been changed. the construction
documents always supercede the renderings.
INDEXINDEX
NUMBER TITLE
1 TITLE PAGE
2 GENERAL NOTES / INDEX
3 PLOT PLAN / VICINITY MAP
4 PLAN - FOUNDATION LAYOUT
5 WALL / FOUNDATION DETAILS
6 PLAN - 1ST FLOOR
7 PLAN - 2ND FLOOR
8 SCHEDULES / BLOCKING DETAILS
9 FRONT EXTERIOR ELEVATION
10 EXTERIOR SIDE ELEVATIONS
11 ROOF LAYOUT PLAN
12 ELECTRICAL PLAN - 1ST & 2ND FLOOR
ELECTRICAL NOTES:ELECTRICAL NOTES:
CONTRACTOR - the licensed electrical contractor is to provide all labor, transportation, materials, etc. for installation of complete electrical system to operate according to the best practices of the trade and including, but not limited
to: Fixtures, wiring, switches, outlets, television, phone, and networking jacks, services, grounds, temporary power, junction boxes, conduit, sub-panels, and meters. all work is to be conducted in accordance with federal, state, and local
codes. all electrical work is to be BIDDER designed.
CIRCUITS - separate circuits are to be provided for all major appliances including the dishwasher, garbage disposal, refrigerator, washer, dryer, water heater, and microwave oven.
EXHAUST - all bathrooms and the kitchen will have local exhaust fans installed to meet the requirements of the most current ashrae standard. exhaust air to the outdoors with ducts designed and installed to the most current ashrae
standard. exhaust fans shall be activated with the shower light and automatically shut off within 30 minutes of the shower light be turned off using a timer.
CODE - all fixtures, outlets, receptacles, etc., penetrating fire assemblies shall be rated and installed to meet the requirements of the building code.
WEATHERPROOFING - All equipment installed outdoors and exposed to weather shall be weatherproof.
grounding - the complete electrical system shall be grounded in accordance with the most current adopted edition of the n.e.c. proper ground requires #4 copper wire, 20' long embedded into concrete and provide bond to gas or water
line.
Qualifications - use only qualified and competent skilled personnel and perform all work including aesthetics as well as electrical and mechanical aspects to standards consistent with the best practices of the trade.
Alterations - no alterations to the structural frame, diaphragms, connections or shear panels shall be made without approval from the general contractor or structural engineer.
Layout - Locations of outlets, switches, and fixtures are a representation of the requirements of the client / homeowner. the licensed electrical contractor will use these locations for reference purposes when designing the actual
electrical system for the structure. the owner will coordinate with the electrical contractor in the field, the exact locations of outlets and fixtures on the site before installation.
HVAC - hvac system to be designed and installed by a licensed contractor in accordance with federal, state, and local codes.
Receptacles - Receptacle outlets shall be provided no more than 6 feet from any point along the floor line, including wall space 2 feet or more in width. kitchen and dining countertops wider than 12 inches shall be provide with a
receptacle outlet.
Ceiling Junction Boxes - center all ceiling junction boxes / lights in rooms unless noted otherwise. outlet boxes shall not be used as sole support for ceiling fans, except boxes listed for the application shall be permitted as the sole means
of support under 35 lbs.
Outlets - provide a minimum of two 20-ampere-rated branch circuits for receptacles located in the kitchen, pantry, breakfast, and dining areas. a separate 20-ampere-rated branch circuit for bathroom receptacle(s). all branch circuits
that supply 125 volt, single-phase, 145 and 20-ampere receptacle outlets installed in dwelling unit bedrooms shall be protected by an arc-fault circuit interrupter(s). countertop outlets are required every 2 feet, not to exceed 4 feet
between outlets.
switches - electrical switches are required within 3 feet of room or hallway entrances.
smoke detectors - all smoke / carbon monoxide detectors are required to be interconnected.
carbon monoxide detectors - carbon monoxide detectors are required when installing gas appliances in livable portions of the residence or as required by current code.
fixtures - Fixtures that are located in damp or wet locations shall be "listed" to be suitable for such locations per i.r.c.
Bathroom outlets - provide 1 20 amp circuit for bathroom g.f.i.'s with no other outlets.
g.f.i. outlets - All electrical outlets within 6 feet of sinks, in bathrooms, garages and within 6'-6" of direct grade level access shall be g.f.i. protected.
FULLER HOMESFULLER HOMES 1819 N HarrisonLittle Rock, Arkansas3/25/2025
2GENERAL NOTES /INDEX revision
date
sheet #
all designs, plans, renderings and drawings are COpyright 2024 - JEFF FULLER HOMES
J E F F F U L L E R H O M E SJ E F F F U L L E R H O M E S
MECHANICAL NOTES:MECHANICAL NOTES:
Ducts - Supply and return ducts shall be insulated to a minimum r-8. ducts in floor trusses shall be insulated to a minimum r-6 or current code.
Registers - registers, diffusers and grilles shall be mechanically fastened to rigid supports or structural members on at least two opposite sides in addition to being connected to the ductwork they serve.
dryer exhaust - the clothes dryer shall be provided with a 4 inch diameter exhaust duct to the exterior and shall not exceed a total length of 25 feet, unless an engineered duct system is provided. the duct shall terminate not less than 3 feet from the
property line or from openings into a building.
exhausts - exhaust air from kitchens, bathrooms and toilet rooms shall not be re-circulated within the residence or to another dwelling unit and shall be exhausted directly to the outdoors. they shall not discharge into an attic, crawlspace or other
areas inside the building.
Condensate drains - run A/c condensate drains (full size) to the nearest planter area, floor sink, or lavatory tailpiece. Use flex connection at a/c condensate drain connection. all condensation drain lines in ceiling space shall be insulated.
air distribution system - air distribution system (Supply & return) shall be balanced to provide optimum air circulation throughout entire conditioned space. A written test and balance report is required from the firm specifically engaged in the business of
balancing a/c systems. a/c contractor shall pay for this service and provide this report to the owner.
Duct Penetrations - All duct penetrations through the roof shall be located between joists.
Electrical supply - the mechanical contractor shall work with the electrician to coordinate and supply any amp loads, heater kw loads, voltages required and other pertinent electrical information to ensure proper electrical supply to mechanical
systems.
Pre-bid visit - the mechanical contractor shall visit and examine the premises and / or job site so as to ascertain the existing conditions before bidding. no extras will be allowed because of failure to determine actual job conditions. Designer's ink shall be
notified of any changes required to facilitate the installation of any mechanical systems before construction.
fire dampers - fire dampers to be provided at locations as required by governing codes. Fire dampers to be provided wherever duct penetrates fire rated ceilings or walls.
Pipe sizes - routing & sizing of all piping and condensation drain piping shall be in strict accordance with manufacturer's recommendations.
Fireplace - contractor shall provide manufacturer's installation instructions and copy of applicable i.c.b.o. research report will be made available to inspector on 0" clearance fireplace installation per i.r.c. all gas fireplaces will be properly vented.
Structure - the building or structure shall not be weakened by the installation of mechanical systems. where floors, walls, ceilings or any other portion of the building or structure are required to eb altered or replaced in the process of installing or
repairing any system, the building or structure shall be left in a safe structural condition in accordance with the irc.
Responsibilities - all mechanical work is to be bidder designed by a licensed mechanical contractor. Verify with mechanical contractor exact system and capabilities of that system prior to installation. mechanical contractor to ensure proper sizing,
balance and efficiency of system based on the final equipment supplied. mechanical contractor to return prior to certificate of occupancy to clean ductwork of construction debris and re-balance system to manufacturer's specifications.
PLUMBING NOTES:PLUMBING NOTES:
Showers - Showers and tub-shower combinations shall be provided with individual control valves of the pressure balance or thermostatic mixing valve type.
Shower Walls - Shower area walls shall be finished with a smooth, hard, non-absorbent surface, such as ceramic tile, to a height of not less than 72 inches above the drain inlet. water-resistant gypsum board shall not be installed over a vapor retarder in a s
hower or tub compartment. cement, fiber-cement or recommendations shall be used as backers for wall tile in tub and shower areas and wall panels in shower areas.
plumbing fixtures - plumbing fixtures shall comply with the following conservation requirements: Water closets - tank type 1.6 gallons per flush, shower heads - 2.5 gallons per minute, faucets - 2.2. gallons per minute and provide aerator.
Water treatment systems - water treatments systems shall be equipped with an automatic shutoff to prevent continuous flow when not in use.
Dishwasher - dishwashers shall be connected to a disposer and shall have the discharge installed as high as possible. .
Hot water RECIRCULATION - A hot water RECIRCULATION pump should be provided for water heaters located more than 20 feet from the furthest fixture served. A manual control or occupant sensor switch shall operate the pump with an automatic
temperature sensor shut-off.
Pipe insulation - All piping shall be wrapped or insulated as per manufacturer and i.e.c.c. all hot water and cold water piping above ceilings shall be insulated with Owens corning fiberglass pipe insulation or other code approved equal.
Clean outs - all cleanouts shall be provided in accordance with i.p.c., i.r.c. and other local codes that apply.
contractor visit - all plumbing work to be bidder designed by a licensed plumber. the plumbing contractor shall visit and examine the premises and / or job site so as to ascertain the existing conditions before bidding. no extras will be allowed because of
the contractor's failure to determine actual job site conditions.
Cut-offs - provide 1/4 turn handle angle stop valves at all hot and cold water supplies to fixtures.
Water heater connections - Di-electric unions shall be provided at all connections to water heaters. provide a.s.m.e. coded p & T relief valve for water heaters full size from water heater to 6" above finished grade.
waste lines - all waste lines under slab shall be cast iron or code approved p.v.c.
Water Heater - If water heater is located in the garage area, it must be installed with source of ignition 18 inches above the floor with a barrier to prevent a vehicle from striking it. A pan with drain shall be placed under all water heaters to prevent
damage from a tank failure.
NAILING NOTES:NAILING NOTES:
JOIST TO SILL OR GIRDER TOE NAIL (3)-8d
BRIDGING TO JOIST TOE NAIL EA. END (2)-8d
SOLE PLATE TO JOIST OR BLK'G FACE NAIL 16d @ 16"OC
STUD TO SOLE PLATE TOE NAIL (4)-8d, END NAIL (2) 16d
TOP PLATE TO STUD END NAIL (2)-16d
DOUBLE STUDS FACE NAIL 16d @ 24" OC
DOUBLE TOP PLATES FACE NAIL 16d @ 16" OC
CONTINUOUS HEADER, TWO PIECES 16d @ 16" OC ALONG EA. EDGE
BUILT-UP HEADER, TWO PIECES
W/ 1/2" SPACER 16d @ 16" OC ALONG EA. EDGE
TOP PLATES, LAPS AND INTERSECTIONS FACE NAIL (2)-16d
CEILING JOISTS TO PLATE TOE NAIL (3)-8d
CONTINUOUS HEADER TO STUD TOE NAIL (4)-8d
CEILING JOISTS, LAPS OVER PARTITIONS FACE NAIL (3)-10d
CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL (3)-10d
RAFTER TO PLATE TOE NAIL (2)-16d
1" BRACE TO EACH STUD AND PLATE fACE NAIL (2)-8d
BUILT-UP CORNER STUDS 10d @ 24" OC
2" PLANKS (2)-16d @ EA.BRG.
1/2" PLYWOOD ROOF AND WALL EDGES 8d @ 6" OC
SHEATHING INTERMEDIATE 8d @ 12" OC
3/4" PLYWOOD SUBFLOOR EDGES 8d @ 6" OC
INTERMEDIATE 8d @ 12" OC
2x MULTIPLE JOISTS - STAGGER @ 15" OC
W/(2) @ EA. END OR SPLICE
(3) OR FEWER 16d NAILS
(4) OR MORE 1/2" DIA M.B. W/ STANDARD NUT AND WASHERS
STAIR NOTES:STAIR NOTES:
HEADROOM - 6'-8" MIN. AND WIDTH 3'-0" MINI PER IRC R311.7.1 & R311.7.2
RISER HEIGHT - THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4”. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENING BETWEEN TREADS IS LESS THAN 4”.
TREAD DEPTH - THE MINIMUM TREAD DEPTH SHALL BE 10” PER IRC R311.7.5 with a one inch overhang. Any changes to the stair tread depths will require more room for the stairway, and the designer should be contacted first.
HANDRAILS - SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH 4 OR MORE RISERS.
HANDRAIL HEIGHT - SHALL BE NOT LESS THAN 34” AND NOT MORE THAN 38”. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM THE TOP TO THE BOTTOM RISER. HANDRAILS SHALL RETURN PER IRC R311.5.6.2. HANDRAILS ADJACENT TO
A WALL SHALL BE A SPACE OF NOT LESS THAN 1-1/2” FROM THE WALL TO THE HANDRAIL PER IRC R311.7.8.
FIRE BLOCKING - INSTALL FIRE BLOCKING AT TOP AND BOTTOM OF STRINGER SPAN AND WALL ALONG STRINGER PER IRC R302.11. COVER USABLE SPACE UNDER STAIR WITH 1/2” GWB PER IRC R311.2.2
Railing - OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A SPHERE OF 4" OR MORE IN DIAMETER CANNOT PASS THROUGH PER IBC R312.1.3.
EXTERIOR LANDINGs - DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 7-3/4" STEP TO A MINIMUM 36" DEEP LANDING, BUT THE DOOR MAY NOT SWING OVER THE LANDING PER IRC R311.3
PORCH RAILING - PORCHES, BALCONIES OR RAISED FLOOR SURFACES MORE THAN 30” ABOVE THE FLOOR OR GRADE SHALL HAVE GUARD RAILS NOT LESS THAN 36” IN HEIGHT PER IRC R312.1.1 & R311.1.2
EROSION CONTROL NOTES:EROSION CONTROL NOTES:
INSTALL SILT FENCE PRIOR TO ANY EXCAVATION OR CONSTRUCTION. MINIMIZE SITE DISTURBANCE BY TIGHT CONTROL OF EXCAVATION LIMITS.
ALL EXPOSED SOIL SHALL BE MULCHED WITH STRAW OR WOOD CHIPS TO MINIMIZE SOIL EROSION. NO SOIL SHALL BE LEFT IN AN EXPOSED CONDITION. IT IS RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCK PILE OF THIS MATERIAL ON SITE FOR QUICK APPLICATION.
HYDROSEED WITH A WOOD CELLULOSE FIBER MULCH APPLIED AT A RATE OF 2,000#/ACRE. USE AN ORGANIC TACKIFIER AT NO LESS THAN 150 #/ACRE OR PER MANUFACTURE'S RECOMMENDATION IF HIGHER. APPLICATION OF TACKIFIER SHALL BE HEAVIER AT EDGES, IN VALLEYS
AND AT CRESTS OF BANKS AND OTHER AREAS WHERE SEED CAN BE MOVED BY WIND OR WATER.
DISPERSION TRENCHES SHALL OVERFLOW ONTO NATIVE UNDISTURBED GROUND. NO SITE DISTURBANCE BELOW TRENCHES.
BRACING NOTES:BRACING NOTES:
B.P. BRACED WALL PANEL
3'-4" MIN. LENGTH w/ 7/16" OSB OR 1/2" PLYWOOD AND 8d COMMONS 6" o/c AT ALL PANEL EDGES, 12" o/c FIELD.
I.B.P. INTERIOR BRACED WALL PANEL
1/2" GYP. BD PER R 602.10.3(5); 1/2 G.W.B. EACH SIDE w/ #6 X 1 1/4 TYPE S OR W SCREWS PER ASTM C1002 @ 7" o/c @ ALL SUPPORTS.
A.B.P. ALTERNATE BRACED WALL PANEL
2'-8" MIN. WIDTH w/ 7/16" OSB OR 1/2" PLYWOOD AND 8d COMMONS 6" o/c AT ALL PANEL EDGES, 12" o/c FIELD & (2) A.B. PER PANEL LOCATED AT 1/4 POINTS & 1800# MIN. HOLD
DOWN EACH END *HPAHD22 OR STD10).
ROOF NOTES:ROOF NOTES:
Materials - The owner will select the roofing materials used including style and color.
Gutter / Downspouts - GUTTERs and Downspouts shall be installed per manufacturer's specifications. The style and color will be chosen by the owner. The downspouts locations will be determined on site by the general contractor to work within the overall
site drainage system developed for the site.
Sheathing - ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR
WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM WITH IRC TABLE R602.3(1).
Ventilation - Attic shall have ventilation equal to 1 square foot per 150 square feet of attic space. ventilation shall be protected from snow and rain and shall be covered with galvanized wire screen. opening shall be located to provide cross ventilation.
If spray foam is used in the attic space, ventilation and anti-condensations measures will be taken per the manufacturer's specifications.
ICe Barrier - Roofing requires an ice barrier that consists of at least two layers of underlayment cemented together or of a self-adhering polymer modified bitumen sheet used in lieu of normal underlayment and extend from the eaves edge to a point at
least 24 inches inside the exterior wall line of the building if recommended by the roofing manufacturer or on all roof slopes 4:12 or less.
Metal roofing - Metal roofing shall be applied to solid sheathing. Metal roofing over structural decking shall comply with table IRC r905.10.3. The minimum slope for standing seam metal roofing systems is per IRC r905.10.2. Install in accordance with irc
r905.
SLOPE - The roofing contractor will install roofing material per manufacturer's specifications and use only materials allowed for the specified slope.
FLASHING - Corrosion-resistant metal of .019 inch nominal thickness or mineral surface roll roofing weighing a minimum of 77 lbs. over 100 sq. ft. shall be used as required. Valley lining shall be installed in accordance with manufacturer's installation
instructions before applying roofing material following irc r905.2.8.2.
Engineering - roof structures shall be specified and engineered by the truss manufacturer. FULLER HOMESDRAFTING BY: S. VANDEBURGHDESIGNER: JEFF DILLONCLIENT:
N1819 Harrison140'-0"50'-0"22'-0"7'-1"5'140'-0"50'-0"newton street7'-0"
scale: 1" = 10'-0"
PLOT PLAN PLOT PLAN FULLER HOMESFULLER HOMES 1819 N HarrisonLittle Rock, Arkansas3/25/2025
3PLOT PLAN / VICINITYMAP revision
date
sheet #
all designs, plans, renderings and drawings are COpyright 2024 - JEFF FULLER HOMES
J E F F F U L L E R H O M E SJ E F F F U L L E R H O M E S FULLER HOMESDRAFTING BY: S. VANDEBURGHDESIGNER: JEFF DILLONCLIENT:
20'-8"36'-11"16'-1"10'-8"5'-11"9'-8"7'3'-4"
110'-3"30'-7"18'-2"2'20'-2"17'39'-2"2'3'-6"4'-4"2'-1"49'-1 1
2"40'-11"20'-2 1
2"
110'-3"1'-6 12"10'-5"7"16'-5"1'-7 12"7'-5 12"5'-3"7'-9 12"5'-10"7'-3"6'17"15'-3"18"3'-10 1
2"3'-3"2'-0 12"3'-9"23'-8"7'-2"2'4'17'-2"10'18'-8"9'-11 12"7'-4"10'-1 12"13'-8 1
2"
19'-1 1
2"2'7'-7"10'13'-6"13'-6"10'-4"
5'-6"
25'-10"4'-11"4'-8"17'-7"5 12"3'-3"7 12"9'-11"7'-6"7'-11"3'4'-9 1
2"
10'-0 1
2"
6'-9 1
2"8'-0 12"2'-4"17'-3 12"3'-1 12"1'-11"sloped 1/8" per foot
away from structure
2" lowered floor areaslope to drainomit Anchor Bolts
1/2" Expansion Joint (typ.)
provide footings for columns per engineer's specs. (Typ.)
1/2" Expansion Joint (typ.)
1/2" Expansion Joint (typ.)omit Anchor Bolts
omit Anchor Bolts
omit Anchor Boltsomit Anchor Boltsprovide footings for fireplace
above as per engineer's specs.sloped 1/8" per footaway from structure2" lowered floor areasloped 1/8" per footaway from structure2" lowered floorareasloped 1/8" per footaway from structure2" lowered floor areascale: 1/4" = 1'-0"
FOUNDATION LAYOUT PLANFOUNDATION LAYOUT PLAN FULLER HOMESFULLER HOMES 1819 N HarrisonLittle Rock, Arkansas3/25/2025
4PLAN - FOUNDATIONLAYOUT revision
date
sheet #
all designs, plans, renderings and drawings are COpyright 2024 - JEFF FULLER HOMES
J E F F F U L L E R H O M E SJ E F F F U L L E R H O M E S
FOUNDATION NOTES:FOUNDATION NOTES:
DIMENSIONS - Dimensions shown are for reference only. They are intended to provide the plumber with dimensions to the center of the fixtures and center of the wall adjacent to the fixture to assist in locating the water and gas supply lines. Drain locations a
re heavily dependent on the manufacturer and model of fixture you select, so drain locations are not shown. Please consult with your manufacturer's specifications for the fixtures you select so that the plumber can rough in the drains in the proper
locations. All dimensions are from edge of slab or framing depending on the type of foundation.
Addition Foundation - In cases were a new foundation will be tied into an existing foundation, All new foundations will be tied into the existing foundation per an engineer's specifications.
location - the contractor shall verify with the owner the exact position & location of the home prior to any construction and staking to ensure proper setbacks as well as no interference with existing lot easements.
excavation - all footings are to rest on undisturbed soil and below the local frost line. the foundation elevation level to be above the flood plain as required by code. no footings shall be poured on loose or unsuitable soil, in water, or on frozen
ground. All footings must conform to applicable codes regarding frost protection.
Backfill - All backfill under and within 5 feet of all buildings shall be compacted to a minimum of 90% of maximum density backfill directly under footings and within 2 feet of each side shall be compacted to a minimum of 95% of maximum density.
DRAINAGE - THE GENERAL CONTRACTOR WILL ENSURE THAT THE FINISHED GRADE SLOPES AWAY FROM THE STRUCTURE SUFFICIENTLY TO PREVENT WATER STANDING OR FLOWING INTO THE STRUCTURE OR ADJACENT PROPERTY. drainage SHALL BE PROPERLY TRANSFERRED INTO THE EXISTING
LOT SURFACE WATER DRAINING SYSTEM. any AREA Directly IMPACTED BY THE ADDITION SHALL BE MODIFIED TO RESTORE EXISTING SURFACE WATER DRAINAGE.
Concrete - all concrete will be of a consistent mix to the recommendation of the manufacturer for the soil type and site conditions. Reinforced steel will be used as required by code and standard building practices.
ANCHOR BOLTS - Anchor Bolts shall be placed in the foundation slab during the pour at least 7" deep spaced no less than 6 feet apart or 1 foot from any corner.
soil testing - no soil testing has been conducted on the site, and failure to conduct such tests before construction will be at the sole risk of the homeowner. if any unstable or collapsible or otherwise poor soil conditions are discovered during excavation, a
soils engineer should be notified immediately for a soils study at the owner's expense.
engineering - this foundation plan was not prepared by a licensed engineer. designer's ink highly recommends an engineer be consulted prior to construction who will take into account the results of soil testing and any load considerations. A qualified
Professional Engineer shall specify all foundation walls, slabs, footings, support beams, and web trusses and supercedes all notes listed on the plan. The foundation plan shown is a layout only. FULLER HOMESDRAFTING BY: S. VANDEBURGHDESIGNER: JEFF DILLONCLIENT:
composite Shingle Roof
30# Roofing Felt
1/2" cdx plywood w/ clips
2X6 rafters @ 16" o.c.
min r-30 blown insulation
ceiling joists
2X4 top plate
2X4 continuous nailer
2X4 lookout @ 24" o.c.
1X2 Trim
1X6 fascia
3/8" ext plywood soffit
w/ 8"X16" vents @ 8' o.c.
1X2 Trim
1X6 frieze board
brick soldier's course
1/2" drywall
5/8" drywall
24" floor truss
2X6 studs @ 16" o.c.
tyvek wrap
min. r-13 batt insulation
brick w/ ties
air gap
brick w/ ties
weep holes
anchor bolt @ 6' O.c. max.
min. r-13 batt insulation
open "l" block
8x16 c.m.u. block
4" conc. slab w/ 6X6 #10 wwm
24"X12" concrete footing
w/ (3) #4 Rebar cont.
4" compacted sand
6 mil visqueen finish grade 8" above footing
compacted soil
24"X12" concrete footing
w/ (3) #4 Rebar cont.
8x16 c.m.u. block
4" conc. slab w/ 6X6 #10 wwm
compacted soil
4" compacted sand
6 mil visqueen
4" conc. slab w/ 6X6 #10 wwm
sloping 1/8" per foot towards opening
expansion joint
12" wide footing
w/ (3) #4 Rebar cont.
10/10 wire mesh FULLER HOMESFULLER HOMES 1819 N HarrisonLittle Rock, Arkansas3/25/2025
5WALL / FOUNDATIONDETAILS revision
date
sheet #
all designs, plans, renderings and drawings are COpyright 2024 - JEFF FULLER HOMES
J E F F F U L L E R H O M E SJ E F F F U L L E R H O M E S
scale: N.T.S.
TYPICAL WALL SECTIONTYPICAL WALL SECTION
scale: N.T.S.
TYPICAL FOOTING DETAILTYPICAL FOOTING DETAIL
scale: N.T.S.
TYPICAL PORCH FOUNDATION DETAILTYPICAL PORCH FOUNDATION DETAIL
scale: N.T.S.
TYPICAL BEARING WALL FOOTINGTYPICAL BEARING WALL FOOTING FULLER HOMESDRAFTING BY: S. VANDEBURGHDESIGNER: JEFF DILLONCLIENT:
C28
C03 C06 C13 C03
C06 C05C06C05
C06
C18 C20 C18C17
C19
C20
C19
C21
C01 C01
C01 C01
C01 C01
C05
C05
C16
C16
C28
C03 C06 C13 C03
C06 C05C06C05
C06
C18 C20 C18C17
C19
C20
C19
C21
C01 C01
C01 C01
C01 C01
C05
C05
C16
C16
C25 C25 C25C24C24 C24
C23
C27 C22
C26
C11
C11
C09C09
C10
C15
C15
C15
C02C04
C14
C12
C12
C08
C07
C08
C07
C12
C14
C02 C04
30" X 72" SC 96" a.f.f.W0130" X 48" FX 156" a.f.f.W02
30" X 72" SC 96" a.f.f.W0130" X 48" FX 156" a.f.f.W02
30" X 72" SC 96" a.f.f.W0130" X 48" FX 156" a.f.f.W02
30" X 72" SC 96" a.f.f.W0130" X 48" FX 156" a.f.f.W02
60" X 96" MU 120" a.f.f.W07
60"w X 120"hD06
60" X 96" MU 120" a.f.f.W07
60" X 96" MU
120" a.f.f.
W06
30"w X 96"h
TEMPERED
D08
30" X 96" MU
120" a.f.f.
W05
192"w X 120"h overhead door w/ openerD02 120"w X 120"h overhead door w/ openerD01
30"w X 96"h36"w X 96"hD09
36"w X 96"hD03
30"w X 96"h
D11
60" X 96" MU
120" a.f.f.
W06180"w X 120"hTemperedD05
30"w X 96"h
TEMPERED
D08
30"w X 96"h
D07 36"w X 96"hD10
36"w X 96"h
D04
30" X 72" SC
96" a.f.f.
W08
30" X 72" SC
96" a.f.f.
W08
30" X 96" MU
120" a.f.f.
W05
30" X 36" SC
116" a.f.f.
W03
30" X 72" SC
Egress 96" a.f.f.
W04
30" X 72" SC
Egress 96" a.f.f.
W04
UP
UP
5'-8"4'6'-3"2'-8"4'-6 1
2"2'-6"3'-10 1
2"4'5'5'-8"2'-3"2'-8"
20'-8"6'-6"19'-4"4'-11"4'-8"17'-7"10'-8"5'-11"9'-8"7'3'-4"10'-1"10'-1"4'2'-6"4'2'-6"4'2'20'-2"17'39'-2"5'-9"2'-1"7'-10"3'-9"2'4'-4 12"3'-9"6'-9"14'9'-10"30'-7"2'9'-1"9'-1"18'-2"2'15'-3"9'-7"2'-10 1
2"3'-9"14'-1"
14'-9"21'-9"27'-8 1
2"17'-10"8'20'-2 1
2"
110'-3"4'-9"10'-9"4'-5"6'-11 1
2"4'-9"4'-10"2'
12"
4'-10"2'
12"3'-7"10'7'-3"2'-9"9'3'-6"3'-10 1
2"5'-4 1
2"4'-8"5'-6"8'-4"4'-1"2'-6"16'-2"36'-10"8'-1 12"10'10'-4"13'-6"13'-6"7'-8 12"10'20'-6"9"5'-10"7'-3"6'11'-9"2'-3"3'-10 1
2"3'-11"6'-2"6'-2"3'-11"v/h
48" rng
dw g/d
All-in-one w/dmwdblovn1212
Master Bedroom
14'-7" x 17'-8"
260 sq ft
144" Ceiling Height
Carpet
Garage
19'-8" x 29'-7"
582 sq ft
Sloped Floor (108" P.H.)
Concrete Flooring
Porch
15'-9" x 17'-10"
457 sq ft
Sloped Floor (108" P.H.)
Concrete Flooring
Porch
6'-8" x 20'-2"
135 sq ft
Sloped Floor (108" P.H.)
Concrete Flooringtempered Glass above 6" wall36" eating bar
Living Room
25'-3" x 23'-10"
588 sq ft
144" Ceiling Height
L.v.t. flooring
Dining
14'-0" x 16'-0"
223 sq ft
168" Ceiling Height
L.v.t. flooring
Kitchen
21'-8" x 12'-4"
267 sq ft
144" Ceiling Height
L.v.t. flooring
rfg.rfg.
Hall
5'-0" x 11'-2"
149 sq ft
144" Ceiling Height
L.v.t. flooring
Master Bath
18'-6" x 21'-9"
294 sq ft
144" Ceiling Height
Tile Flooring
Closet
7'-8" x 18'-2"
138 sq ft
144" Ceiling Height
Tile Flooring
6" wall10" wallrailingfireplace
fireplacehdn. doorto pantry1111 1010
55
99
11
44 22
33
77
66
black metal frame pergola ceiling height changePowder
5'-0" x 6'-5"
32 sq ft
144" Ceiling Height
Tile Flooring
scale: 1/4" = 1'-0"
11ST FLOOR PLANST FLOOR PLAN FULLER HOMESFULLER HOMES 1819 N HarrisonLittle Rock, Arkansas3/25/2025
6PLAN - 1ST FLOOR revision
date
sheet #
all designs, plans, renderings and drawings are COpyright 2024 - JEFF FULLER HOMES
J E F F F U L L E R H O M E SJ E F F F U L L E R H O M E S FULLER HOMESDRAFTING BY: S. VANDEBURGHDESIGNER: JEFF DILLONCLIENT:
DN
DN
C32 C34 C32
C35
C37
C35
C38
C40
C38
C29C31C29
C50
C47
C45
C45
C43
C43C42C41 C41
C32 C34 C32
C35
C37
C35
C38
C40
C38
C29C31C29
C50
C47
C45
C45
C43
C43C42C41 C41
C48
C33
C36
C30
C49
C39
C44
C44
C46
C44
C44
48" X 72" FX
96" a.f.f.
W17
30" X 72" SC
96" a.f.f.
W09
30" X 72" SC
96" a.f.f.
W09
30" X 72" SC
Egress 96" a.f.f.
W13
30" X 72" SC
Egress 96" a.f.f.
W13
30" X 72" SC
Egress 96" a.f.f.
W12
30" X 72" SC
Egress 96" a.f.f.
W12
30" X 72" SC
Egress 96" a.f.f.
W11
30" X 72" SC
Egress 96" a.f.f.
W11
30" X 72" SCEgress 96" a.f.f.W14
30" X 72" SCEgress 96" a.f.f.W14
30" X 72" SCEgress 96" a.f.f.W14
30" X 72" SCEgress 96" a.f.f.W14
30" X 72" SCEgress 96" a.f.f.W14
30" X 72" SCEgress 96" a.f.f.W1432"w X 96"hD17
30" X 72" SC
96" a.f.f.
W15
30" X 72" SC
96" a.f.f.
W15
30" X 72" SC
96" a.f.f.
W15
30" X 72" SC
96" a.f.f.
W1530" X 72" SC 96" a.f.f.W09 30" X 72" SC 96" a.f.f.W09 30" X 72" SC 96" a.f.f.W09 30" X 72" SC 96" a.f.f.W09
48"w X 96"hD19
36"w X 96"h
D21
30" X 72" SC
266 1/4" a.f.f.
W1632"w X 96"h 32"w X 96"h 32"w X 96"h 36"w X 96"hD15
32"w X 96"h
D25
36"w X 96"h
D24
30"w X 96"h 48"w X 96"hD20
30" X 72" SC
Egress 96" a.f.f.
W10
30" X 72" SC
Egress 96" a.f.f.
W10
36"w X 96"hD14
36"w X 96"hD13
36"w X 96"h
D16
36"w X 96"hD12
30" X 72" SC
96" a.f.f.
W09
30" X 72" SC
96" a.f.f.
W09
32"w X 96"h
D22
32"w X 96"h
D23
32"w X 96"h
D18
3'-1 1
2"8'3'-1"2'9'-4"
1'-9 1
2"
6'-2 1
2"8'6'-5 1
2"4'-3 1
2"9'-4"9'-5"9'-4"4'-6 1
2"5'-3"5'
20'-8"36'-11"10'-3"8'-7"7'-11"5'-11"9'-8"
1'-9"9'-4"2'3'-5"4'1'-10"9'-3"2'-2 1
2"
1'-8 1
2"
9'-6"2'-1"
4'-1 1
2"8'-11 1
2"13'-1"7'-5"13'-3 1
2"13'-3 1
2"5'-4"11"13'-1 1
2"5'-4 1
2"
9 1
2"
14'-2 1
2"
99'-11"5'-7"6'-6"6'-5"6'-6"5'-7"30'-7"10'-1"2'2'-5 12"2'-6"3'-8 12"2'-6"3'-8"2'-6"3'-3 12"2'20'-7 12"9'-8 12"6'-10"39'-2"3'-6"2'3'-7"8'-7"6'-11 12"2'-11 12"12'-2"3'-10"6'-3"16'11"5'-4"11'-7"2'-6"1'-11"2'-3"4'2'-2"6'-3"3'-10"5'-6"3'-4"3'-6 1
2"3'-9 12"4'-8"21'-7"2'-9"2'-9"5'-4"4'-11"3'-10"14'-1"3'-1"3'-1"10'-4"6'9'-1"
5'-8 1
2"2'-4 1
2"3'-3"3'-7"3'-0 1
2"6'-2"1'-10"
Game Room
23'-1" x 19'-11"
463 sq ft
120" Ceiling Height
Carpet
Bedroom #2
12'-8" x 16'-2"
205 sq ft
120" Ceiling Height
Carpet
Bedroom #3
12'-11" x 15'-4"
198 sq ft
120" Ceiling Height
Carpet
Bedroom #4
12'-11" x 15'-6"
199 sq ft
120" Ceiling Height
Carpet
Bedroom #5
12'-9" x 15'-6"
209 sq ft
120" Ceiling Height
Carpet
Closet
7'-11" x 6'-10"
54 sq ft
120" Ceiling Height
Carpet
Closet
8'-9" x 9'-8"
74 sq ft
120" Ceiling Height
Carpet Closet
7'-3" x 5'-10"
38 sq ft
120" Ceiling Height
Carpet
Closet
8'-4" x 6'-2"
51 sq ft
120" Ceiling Height
Carpet
Closet
7'-11" x 5'-10"
46 sq ft
120" Ceiling Height
Carpet
Laundry
9'-10" x 9'-8"
96 sq ft
120" Ceiling Height
Tile Flooring
Powder
7'-11" x 3'-5"
27 sq ft
120" Ceiling Height
Tile Flooring
Bath #3
10'-11" x 5'-10"
61 sq ft
120" Ceiling Height
Tile Flooring
Bath #4
5'-10" x 11'-6"
64 sq ft
120" Ceiling Height
Tile Flooring
Bath #5
6'-1" x 11'-6"
66 sq ft
120" Ceiling Height
Tile Flooring Bath #2
8'-4" x 9'-7"
79 sq ft
120" Ceiling Height
Tile Flooring
Hall
52'-11" x 7'-3"
361 sq ft
120" Ceiling Height
Carpet
Closet
5'-9" x 2'-10"
17 sq ft
120" Ceiling Height
Carpet rfg.
w/h
w/h
Attic
11'-8" x 29'-11"
460 sq ft
120" Ceiling Height
L.v.t. flooring
w
d
1313
88
scale: 1/4" = 1'-0"
22ND FLOOR PLANND FLOOR PLAN FULLER HOMESFULLER HOMES 1819 N HarrisonLittle Rock, Arkansas3/25/2025
7PLAN - 2ND FLOOR revision
date
sheet #
all designs, plans, renderings and drawings are COpyright 2024 - JEFF FULLER HOMES
J E F F F U L L E R H O M E SJ E F F F U L L E R H O M E S FULLER HOMESDRAFTING BY: S. VANDEBURGHDESIGNER: JEFF DILLONCLIENT:
3'18"2'3'2'-9"4'-6"TBA by height of cabinet7'-8"3'-2"3'-2"towel bar
grab bar
toilet paper holder
floor levelNote: install blocking between studs in all
bathrooms for future grab bars, towel
racks and toilet paper holders
upper cabinet blocking (bottom)
lower cabinet blocking
floor levelNote: install blocking between studs for
upper and lower cabinets in the kitchen and
bathrooms as needed.
upper cabinet blocking (TOP)
vent hood blocking
baseboard blocking
finished floor levelNote: install blocking between studs
for closet poles, curtain rods and
moldings as required.
curtain rod blocking
closet pole blocking
closet pole blocking
window
opening
additional blocking at the
center of windows over 48"
wide 12" above window frame
WINDOW SCHEDULE
NUMBER QTY ROOM NAME FLOOR TYPE SIZE WIDTH HEIGHT BOTTOM EGRESS
W01 4 DINING 1 SINGLE CASEMENT 2660SC 30"72"24"
W02 4 DINING 1 FIXED GLASS 2640FX 30"48"108"
W03 1 MASTER BATH 1 SINGLE CASEMENT 2630SC 30"36"80"
W04 2 MASTER BEDROOM 1 SINGLE CASEMENT 2660SC 30"72"24"YES
W05 2 MASTER BEDROOM/PORCH 1 MULLED UNIT 2680 30"96"24"
W06 2 LIVING ROOM 1 MULLED UNIT 5080 60"96"24"
W07 2 LIVING ROOM/PORCH 1 MULLED UNIT 5080 60"96"24"
W08 2 HALL/PORCH 1 SINGLE CASEMENT 2660SC 30"72"24"
W09 8 ATTIC 2 SINGLE CASEMENT 2660SC 30"72"24"
W10 2 BEDROOM #2 2 SINGLE CASEMENT 2660SC 30"72"24"YES
W11 2 BEDROOM #3 2 SINGLE CASEMENT 2660SC 30"72"24"YES
W12 2 BEDROOM #4 2 SINGLE CASEMENT 2660SC 30"72"24"YES
W13 2 BEDROOM #5 2 SINGLE CASEMENT 2660SC 30"72"24"YES
W14 6 GAME ROOM 2 SINGLE CASEMENT 2660SC 30"72"24"YES
W15 4 HALL 2 SINGLE CASEMENT 2660SC 30"72"24"
W16 1 LAUNDRY 2 SINGLE CASEMENT 2660SC 30"72"24"
W17 1 STAIRWELL 2 FIXED GLASS 4060FX 48"72"24"
CABINET SCHEDULE
NUMBER QTY ROOM NAME FLOOR WIDTH DEPTH HEIGHT BOTTOM DESCRIPTION
C01 6 CLOSET 1 30"18"36"0"BASE CABINET
C02 2 KITCHEN 1 18"12"60"54"WALL CABINET
C03 2 KITCHEN 1 18"24"36"0"BASE CABINET
C04 2 KITCHEN 1 21"12"60"54"WALL CABINET
C05 4 KITCHEN 1 21"24"36"0"BASE CABINET
C06 4 KITCHEN 1 24"24"36"0"BASE CABINET
C07 2 KITCHEN 1 33"12"24"114"WALL CABINET
C08 2 KITCHEN 1 33"12"60"54"WALL CABINET
C09 2 KITCHEN 1 36"24"140"0"UTILITY CABINET
C10 1 KITCHEN 1 36"24"114"0"PENINSULA UTILITY CABINET
C11 2 KITCHEN 1 36"24"114"0"UTILITY CABINET
C12 3 KITCHEN 1 36"24"24"114"WALL CABINET
C13 1 KITCHEN 1 36"24"36"0"BASE CABINET
C14 2 KITCHEN 1 39"12"24"114"WALL CABINET
C15 3 MASTER BATH 1 14"22"139"0"UTILITY CABINET
C16 2 MASTER BATH 1 15"22"32"0"BASE CABINET
C17 1 MASTER BATH 1 18"22"36"0"BASE CABINET
C18 2 MASTER BATH 1 21"22"36"0"BASE CABINET
C19 2 MASTER BATH 1 24"22"36"0"BASE CABINET
C20 2 MASTER BATH 1 30"22"36"0"BASE CABINET
C21 1 MASTER BATH 1 36"22"32"0"BASE CABINET
C22 1 MASTER BATH 1 40"22"48"96"UTILITY CABINET
C23 1 MASTER BATH 1 40"22"96"0"UTILITY CABINET
C24 3 MASTER BATH 1 48"12"48"96"UTILITY CABINET
C25 3 MASTER BATH 1 48"12"96"0"UTILITY CABINET
C26 1 MASTER BATH 1 54"22"48"96"UTILITY CABINET
C27 1 MASTER BATH 1 54"22"96"0"UTILITY CABINET
C28 1 POWDER 1 42"22"21"15"BASE CABINET
C29 2 BATH #2 2 18"22"36"0"BASE CABINET
C30 1 BATH #2 2 24"12"42"54"WALL CABINET
C31 1 BATH #2 2 30"22"36"0"BASE CABINET
C32 2 BATH #3 2 15"22"36"0"BASE CABINET
C33 1 BATH #3 2 24"12"42"54"WALL CABINET
C34 1 BATH #3 2 30"22"36"0"BASE CABINET
C35 2 BATH #4 2 15"22"36"0"BASE CABINET
C36 1 BATH #4 2 24"12"42"54"WALL CABINET
C37 1 BATH #4 2 30"22"36"0"BASE CABINET
C38 2 BATH #5 2 15"22"36"0"BASE CABINET
C39 1 BATH #5 2 24"12"42"54"WALL CABINET
C40 1 BATH #5 2 30"22"36"0"BASE CABINET
C41 2 GAME ROOM 2 12"24"36"0"BASE CABINET
C42 1 GAME ROOM 2 24"24"36"0"BASE CABINET
C43 2 GAME ROOM 2 27"24"36"0"BASE CABINET
C44 4 LAUNDRY 2 33"12"42"54"WALL CABINET
C45 2 LAUNDRY 2 33"24"36"0"BASE CABINET
C46 1 LAUNDRY 2 48"12"30"66"WALL CABINET
C47 1 LAUNDRY 2 48"24"36"0"BASE CABINET
C48 1 LAUNDRY 2 48"24"96"0"UTILITY CABINET
C49 1 POWDER 2 24"12"42"54"WALL CABINET
C50 1 POWDER 2 39"22"36"0"BASE CABINET
DOOR SCHEDULE
NUMBER QTY ROOM NAME FLOOR TYPE SWING SIDE EX/IN SIZE WIDTH HEIGHT
D01 1 GARAGE 1 GARAGE IN EX 100100 120"120"
D02 1 GARAGE 1 GARAGE IN EX 160100 192"120"
D03 1 GARAGE/PORCH 1 HINGED IN EX 3080 36"96"
D04 1 HALL/PORCH 1 HINGED IN EX 3080 36"96"
D05 1 LIVING ROOM/PORCH 1 0+3-PANEL SLIDER IN EX 150100 180"120"
D06 1 LIVING ROOM/PORCH 1 DOUBLE HINGED IN EX 50100 60"120"
D07 1 MASTER BATH/CLOSET 1 HINGED IN IN 2680 30"96"
D08 2 MASTER BATH/MASTER BATH 1 SHOWER BOTH IN 2680 30"96"
D09 1 MASTER BATH/MASTER BEDROOM 1 DOUBLE HINGED OUT IN 3080 36"96"
D10 1 HALL/MASTER BEDROOM 1 DOUBLE HINGED IN IN 3080 36"96"
D11 1 HALL/POWDER 1 HINGED OUT IN 2680 30"96"
D12 1 HALL/ATTIC 2 HINGED OUT IN 3080 36"96"
D13 1 BATH #4/BEDROOM #4 2 DOUBLE HINGED IN IN 3080 36"96"
D14 1 BATH #5/BEDROOM #5 2 DOUBLE HINGED IN IN 3080 36"96"
D15 1 BEDROOM #2/BATH #2 2 DOUBLE HINGED OUT IN 3080 36"96"
D16 1 BEDROOM #3/BATH #3 2 DOUBLE HINGED OUT IN 3080 36"96"
D17 1 BEDROOM #3/HALL 2 HINGED IN IN 2880 32"96"
D18 1 BEDROOM #4/HALL 2 HINGED IN IN 2880 32"96"
D19 1 GAME ROOM/CLOSET 2 DOUBLE HINGED IN IN 4080 48"96"
D20 1 GAME ROOM/HALL 2 DOUBLE HINGED IN IN 4080 48"96"
D21 1 HALL/BEDROOM #2 2 HINGED OUT IN 3080 36"96"
D22 1 BEDROOM #5/HALL 2 HINGED IN IN 2880 32"96"
D23 1 CLOSET/HALL 2 HINGED OUT IN 2880 32"96"
D24 1 HALL/LAUNDRY 2 HINGED OUT IN 3080 36"96"
D25 1 HALL/POWDER 2 HINGED OUT IN 2880 32"96"
NOTE SCHEDULE
2D Symbol Text
32" high vanity w/ leg opening and 4" drawer
36" high bar with 16" overhang
36" tall railing per owner's specs
66" freestanding tub per owner's specs
Curbless shower sloped to drain 1/4" per foot minimum.
frost free hose bib
Gas insert fireplace
36" tall railing per owner's specs
frost free hose bib
mantel above fireplace per owner's specs
television mounted over fireplace w/ inset media box with smurf
tubing ran to media cabinet as designated by owner. Framer
to provide block for television mount.
wood burning fireplace w/ gas starter if available on site
gas water heater
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313
11
22
33
44
55
66
77
88
99
1010
1111
1212
1313 FULLER HOMESFULLER HOMES 1819 N HarrisonLittle Rock, Arkansas3/25/2025
8SCHEDULES /BLOCKING DETAILS revision
date
sheet #
all designs, plans, renderings and drawings are COpyright 2024 - JEFF FULLER HOMES
J E F F F U L L E R H O M E SJ E F F F U L L E R H O M E S
scale: 1/2" = 1'-0"
BATHROOM BLOCKING DETAILBATHROOM BLOCKING DETAIL
scale: 1/2" = 1'-0"
CABINET BLOCKING DETAILCABINET BLOCKING DETAIL
scale: 1/2" = 1'-0"
MISC. BLOCKING DETAILMISC. BLOCKING DETAIL
PLAN NOTESPLAN NOTES FULLER HOMESDRAFTING BY: S. VANDEBURGHDESIGNER: JEFF DILLONCLIENT:
Stone
Veneer
composite shingles
0'-0"
1st floor level
12'-0"
1st floor ceiling level
14'-0"
2nd floor level
24'-0"
2nd floor ceiling level
38'-7"
Roof Peak level
13'-0"
Top of Door / Window level
2'-0"
Bottom of Window level
8'-0"
Top of Window level to floor
2'-0"
Bottom of Window level to floor
35'-8"
Top of chimney
gutters and downspouts as req.
10X10 wood wrapped column
Brick Veneer
Brick Veneer
12
9
14'-0"
Dining room ceiling level
standing seam metal
Stone
Veneer
composite shingles
0'-0"
1st floor level
12'-0"
1st floor ceiling level
14'-0"
2nd floor level
24'-0"
2nd floor ceiling level
38'-7"
Roof Peak level
13'-0"
Top of Door / Window level
2'-0"
Bottom of Window level
8'-0"
Top of Window level to floor
2'-0"
Bottom of Window level to floor
35'-8"
Top of chimney
gutters and downspouts as req.
10X10 wood wrapped column
Brick Veneer
Brick Veneer
12
9
14'-0"
Dining room ceiling level
standing seam metal
composite shingles
0'-0"
1st floor level
12'-0"
1st floor ceiling level
14'-0"
2nd floor level
24'-0"
2nd floor ceiling level
38'-7"
Roof Peak level
10'-0"
Top of Door / Window level
8'-0"
Top of Window level to floor
2'-0"
Bottom of Window level to floor
35'-8"
Top of chimney
gutters and downspouts as req.
8X8 wood wrapped column
Brick Veneer
Brick Veneer
12
9
composite shingles
0'-0"
1st floor level
12'-0"
1st floor ceiling level
14'-0"
2nd floor level
24'-0"
2nd floor ceiling level
38'-7"
Roof Peak level
10'-0"
Top of Door / Window level
8'-0"
Top of Window level to floor
2'-0"
Bottom of Window level to floor
35'-8"
Top of chimney
gutters and downspouts as req.
8X8 wood wrapped column
Brick Veneer
Brick Veneer
12
9
scale: 1/4" = 1'-0"
FRONT ELEVATION
FULLER HOMESFULLER HOMES 1819 N HarrisonLittle Rock, Arkansas3/25/2025
9FRONT EXTERIORELEVATION revision
date
sheet #
all designs, plans, renderings and drawings are COpyright 2024 - JEFF FULLER HOMES
J E F F F U L L E R H O M E SJ E F F F U L L E R H O M E S
scale: 1/4" = 1'-0"
REAR ELEVATION FULLER HOMESDRAFTING BY: S. VANDEBURGHDESIGNER: JEFF DILLONCLIENT:
12
4
12
Brick Veneer
Stone
Veneer
composite shingles
0'-0"
1st floor level
12'-0"
1st floor ceiling level
14'-0"
2nd floor level
24'-0"
2nd floor ceiling level
38'-7"
Roof Peak level
10'-0"
Top of Door / Window level
2'-0"
Bottom of Window level
8'-0"
Top of Window level to floor
2'-0"
Bottom of Window level to floor
35'-8"
Top of chimney
12
9
gutters and downspouts as req.
10X10 wood wrapped column
Brick Veneer
Brick Veneer
12
9
12
4
12
Brick Veneer
Stone
Veneer
composite shingles
0'-0"
1st floor level
12'-0"
1st floor ceiling level
14'-0"
2nd floor level
24'-0"
2nd floor ceiling level
38'-7"
Roof Peak level
10'-0"
Top of Door / Window level
2'-0"
Bottom of Window level
8'-0"
Top of Window level to floor
2'-0"
Bottom of Window level to floor
35'-8"
Top of chimney
12
9
gutters and downspouts as req.
10X10 wood wrapped column
Brick Veneer
Brick Veneer
12
9
Brick Veneer
Stone
Veneer
composite shingles
0'-0"
1st floor level
12'-0"
1st floor ceiling level
14'-0"
2nd floor level
24'-0"
2nd floor ceiling level
38'-7"
Roof Peak level
9'-8"
Top of Door / Window level
2'-0"
Bottom of Window level
8'-0"
Top of Window level to floor
2'-0"
Bottom of Window level to floor
35'-8"
Top of chimney
12
9
gutters and downspouts as req.
Brick Veneer
Brick Veneer
Brick Veneer
Stone
Veneer
composite shingles
0'-0"
1st floor level
12'-0"
1st floor ceiling level
14'-0"
2nd floor level
24'-0"
2nd floor ceiling level
38'-7"
Roof Peak level
9'-8"
Top of Door / Window level
2'-0"
Bottom of Window level
8'-0"
Top of Window level to floor
2'-0"
Bottom of Window level to floor
35'-8"
Top of chimney
12
9
gutters and downspouts as req.
Brick Veneer
Brick Veneer
scale: 3/16" = 1'-0"
SIDE ELEVATION
scale: 3/16" = 1'-0"
SIDE ELEVATION FULLER HOMESFULLER HOMES 1819 N HarrisonLittle Rock, Arkansas3/25/2025
10EXTERIOR SIDEELEVATIONS revision
date
sheet #
all designs, plans, renderings and drawings are COpyright 2024 - JEFF FULLER HOMES
J E F F F U L L E R H O M E SJ E F F F U L L E R H O M E S FULLER HOMESDRAFTING BY: S. VANDEBURGHDESIGNER: JEFF DILLONCLIENT:
r01-4 : 12
173.17 sq ftr05-9 : 12115.28 sq ftr02-4 : 12
3.91 sq ft
r06-9 : 12
125 sq ftr07-9 : 12131.84 sq ftr08-9 : 121,612.93 sq ftr09-9 : 12
174.36 sq ft
r15-9 : 12562.12 sq ftr11-9 : 12
221.36 sq ftr04-9 : 12906.35 sq ftr13-9 : 12
335.8 sq ft
r12-9 : 12
329.82 sq ft
r16-9 : 1261.45 sq ftr10-9 : 12177.09 sq ftr14-9 : 12
52.98 sq ft
r03-7 : 12
4.96 sq ft
r03-7 : 12
4.96 sq ft
ridge
ridge
ridge
ridge
ridgeridgehiphiphiphiphiphiphiphiphiphiphipvalleyvalleyvalleyv
a
ll
e
yhip
ROOF DATA
Number Description Pitch Area, Surface (sq ft)
r01 standing seam metal roofing 4 : 12 173.17
r02 composite shingles 4 : 12 3.91
r03 composite shingles 7 : 12 4.96
r04 composite shingles 9 : 12 906.35
r05 composite shingles 9 : 12 115.28
r06 composite shingles 9 : 12 125
r07 composite shingles 9 : 12 131.84
r08 composite shingles 9 : 12 1612.93
r09 composite shingles 9 : 12 174.36
r10 composite shingles 9 : 12 177.09
r11 composite shingles 9 : 12 221.36
r12 composite shingles 9 : 12 329.82
r13 composite shingles 9 : 12 335.8
r14 composite shingles 9 : 12 52.98
r15 composite shingles 9 : 12 562.12
r16 composite shingles 9 : 12 61.45
Totals: 4993.38
scale: 1/4" = 1'-0"
ROOF LAYOUT PLAN
ROOF DATA:
ROOF OVERHANG - 1'-4"
RIDGE VENTS WHERE APPLICABLE. powered
ATTIC VENTS PER OWNER'S SPECS. Gutter and
downspouts as required (Typ.)FULLER HOMESFULLER HOMES 1819 N HarrisonLittle Rock, Arkansas3/25/2025
11ROOF LAYOUT PLAN revision
date
sheet #
all designs, plans, renderings and drawings are COpyright 2024 - JEFF FULLER HOMES
J E F F F U L L E R H O M E SJ E F F F U L L E R H O M E S FULLER HOMESDRAFTING BY: S. VANDEBURGHDESIGNER: JEFF DILLONCLIENT:
UP
UP
GFCI GFCI
GFCI
3
R
R
R
RR
R
R R R
R
R
R
R
GFCI
R R
RR
RRR
R R
R
R R
RR
R
R
R
R
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI GFCI
GFCI
GFCI
GFCI
GFCI GFCI
GFCI WP
GFCI WP
GFCI WP
GFCI WP
GFCI GFCI GFCI
GFCI
HCTOR R
O
O
M
GFCI WP GFCI WP
R R R
R
3
3
3
3
33
3
3
3
3
DM
DM
3
SD
CO/SD
T
DW
GD
GD
4
3
3
4
GFCI
DM
GFCI
GFCI
to light
above
wp
wpceiling outlet
ceiling outlet
floor outlet
floor outlet
DN
DN
R
RRR
R R R
R
RR
RR
R RRR
R R
RR
R R
RR
R R
CO/SD
CO/SD
SD
SD
SD
SD
SD
T
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI
GFCI GFCI
GFCI
GFCI
CW
CD
DM
DM
DM
DM
DM
R
3
3
3
4 4
3
GFCI
GFCI GFCI
GFCI
GFCI
GFCI provide electrical to w/has per manuf. specs.wp wp
wp
wp
to switch
below
scale: 1/4" = 1'-0"
11ST FLOOR ELECTRICAL PLANST FLOOR ELECTRICAL PLAN
FULLER HOMESFULLER HOMES 1819 N HarrisonLittle Rock, Arkansas3/25/2025
12ELECTRICAL PLAN -1ST & 2ND FLOOR revision
date
sheet #
all designs, plans, renderings and drawings are COpyright 2024 - JEFF FULLER HOMES
J E F F F U L L E R H O M E SJ E F F F U L L E R H O M E S
scale: 1/4" = 1'-0"
22ND FLOOR ELECTRICAL PLANND FLOOR ELECTRICAL PLAN FULLER HOMESDRAFTING BY: S. VANDEBURGHDESIGNER: JEFF DILLONCLIENT: