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Title SheetTitle Sheet

Notes & SpecificationsNotes & Specifications

Notes & SpecificationsNotes & Specifications

Site PlanSite Plan

Basement Floor PlanBasement Floor Plan

1st Floor Plan1st Floor Plan

2nd Floor Plan2nd Floor Plan

ElevationsElevations

ElevationsElevations

ElevationsElevations

Roof PlanRoof Plan

Cross SectionCross Section

Cross SectionCross Section

Architectural DetailsArchitectural Details

Structural NotesStructural Notes

Foundation PlanFoundation Plan

1st Floor Framing Plan1st Floor Framing Plan

2nd Floor Framing Plan2nd Floor Framing Plan

Roof Framing PlanRoof Framing Plan

Structural DetailsStructural Details

Project DataProject DataLegal Data:Legal Data:

Parcel: R3851008800

Area FootagesArea Footages

Basement

Main Floor

2nd Level

Garage

Total Finished

Total

Applicable CodesApplicable Codes

2012 Edition of the International Residential Code

GENERAL NOTE: B&B Builders and the Drafter assume no legal liability related to these plans or thisproject, and makes no warranties or representations as to these plans to the extent the plans are notfollowed by the General Contract of the project. In the event B&B Builders is chosen as the GeneralContractor for the project, B&B will follow these plans unless otherwise requested by the owner inwriting. The owner must contract with a Structural engineer in the jurisdiction where these plans will beimplemented to supplant Architectural set in order to secure Building Permit, and with all applicableadditional consultant drawings as required (civil, mechanical, environmental, etc. under separatecontract). It is the responsibility of the General Contractor to study all said plans, opinions, and reportsthoroughly, and apply appropriate modifications to these plans after receiving said plans, opinions andreports. The General Contractor alone is responsible for any errors or omissions for failure to makeappropriate modifications, or follow these plans. B&B Builders and the Drafter shall not be liable for anyfailure of the General Contractor to make such modifications to the project and these plans in light ofany potential code, legal, structural or life-safety standard, or the failure to make proper modifications inlight of supplemental reports, plans, or drawings. Copyright ownership of these plans will remain withB&B Builders.

Vicinity MapVicinity MapProject DirectoryProject Directory1,573

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Walaliyadda ResidenceWalaliyadda Residence

General ContractorGeneral ContractorB&B Builders

142 E Main St Suite 101

Rigby, Id, 83442

Office 208-745-0870

Fax 208-745-1185

www.bbbuilders.com

Project ManagerProject Manager

Ben Johnson

208-681-4681

ben@bbbuilders.com

Project SuperintendentProject Superintendent

Shawn Ferguson

208-221-5261

shawn@bbbuilders.com

No ScaleThese plans are the property of B&B Builders. They are not to be used for any construction except by express written consent. B&B Builders assumes no liability beyound the production of these plans. All information contained has been exclusively provided by the client and is accepted as is. These plans are not to be used for construction without Structural Engineering to supplant this Architectural set.

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OwnerOwner

Ananda & Ranmali Walaliyadda

0336 N Kimberly, Pocatello

Idaho

General ContractorGeneral ContractorB&B Builders

142 E Main St Suite 101

Rigby, Id, 83442

Office 208-745-0870

Fax 208-745-1185

www.bbbuilders.com

Project ManagerProject Manager

Ben Johnson

208-681-4681

ben@bbbuilders.com

Project SuperintendentProject Superintendent

Shawn Ferguson

208-221-5261

shawn@bbbuilders.com

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APPLICABLE BUILDING CODES, SPECIFIC PLAN AND/OR ENGINEERING DETAILS, SCHEDULES ANDNOTES SUPERSEDE THESE GENERAL NOTES AND SPECIFICATIONS

B&B Builders & the drafter do not guarantee the completeness or accuracy of these plans. The Owner/Contractor/ and Sub Contractors are responsible for independent review of these plans and assume all riskwhen using these plans. The Owner/ Contractor and Sub Contractors are responsible to ensure that all codeand structural requirements are meet. If any discrepancies or omissions are identified, B&B Builders and thedrafter must be notified immediately.

General Notes Please read and comply with these specs whereas the owner and B&B will hold all subcontractors to everything in this spec. Applicablebuilding codes, specific plan and/or engineering details, schedules and notes supersede these General notes and specifications. Subs areto comply with all manufacture’s recommendations. Provide and Install all items mentioned or listed in applicable section(s). Uponcompletion of project an Operation and Maintenance manual is required as well as a written warranty for everything supplied. A Pre-construction walk before work begins to address any job specific questions is strongly recommended. You are responsible for any and allsite conditions. All subcontractors are to schedule and coordinate all inspections for their portion of the work. After walls are painted sawscan be set up outside or attached to a shop vac for dust control. Front Door and all Windows are to remain closed and locked at all times. Coordinate and supply all necessary hookups for local utilities if applicable (Electrical, Plumbing, HVAC, etc.). Drinks, food, tools, materialsand etc. are not to be placed on window sills or countertops. No pets are allowed on any job-site. If you encounter inferior work pleasestop and notify B&B Builders immediately. Subcontractors will be held responsible for covering inferior work. Cleanup is required. If notcompleted B&B will do so at a fee to the Subcontractor. You are responsible to correct all items relating to your work. By bidding on this project and signing a contract to perform work on this project you are acknowledging the following: You have read andunderstand the entire set of plans and specifications. The plans are adequate to complete the work with no discrepancy or ambiguity thatwould interfere with the successful completion of the work. You will strictly follow and comply with the plans and specifications. Anyvariance from the plans and specifications must be approved in writing. Any inadequacy in the plans must be brought to the attention ofthe contractor in writing. You understand the insurance requirements and will provide the proper insurance as required by B&B 300 Excavation Specifications Specific Project Details Include Demolition and Disposal of Existing Home Provide full mechanical compaction at entry porch and garage apron & slab Include hauling in driveway gravel from offsite (Allow for 4,000 sf) Include prep for exterior concrete slabs Include 50’ Sewer Line Connected to Existing Septic System Include 50’ of 1-1/4” Water Line Connected to Existing Water Line Excess Materials can be disposed on site Buried Drain Pipe as shown on site plan (150’) Include option for Foundation Drain on East side of home (connected to Drain Pipe) 4,000 sf asphalt driveway Building Excavation - In preparation for concrete, all elevations, grading, form layout (with clearance) and proper concrete truck access areto be verified before the excavator leaves the site. Whenever possible this verification should be completed with the appropriate B&Bsupervisor. Improper excavation may result in charges to cover additional costs incurred by B&B and/or the concrete sub-contractor. Backfill - Shall be with material free of organic material, construction debris and large rocks (12” D. or larger). Pile excess material, 30’(min); away from building (verify location w/ Superintendent). Min of ½” slope per foot for Min. distance of 10’. Grades shall be arranged todirect surface water away from all foundation walls. Driveway Prep - Rough prep is to be done at time of backfill. Remove 8” of existing soil and replace with an 8” pit-run base, 3” of 3/4”crushed to be installed on top of pit run. Slope concrete pad prep minimum 1/4” per foot away from structure unless noted otherwise. Utility trenches – Are to be completed no later than time of backfill and are to be coordinated with onsite Superintendent. Foundation Perimeter Drains - Install perforated pipe around perimeter of foundation. Pipe to be below slab elevation. 3” of 3/4” crushedbelow pipe and 12” above. Concrete Prep - All concrete areas shall be prepped +-1” of grade with onsite material. Structural concrete- fill is to be mechanicallycompacted or on undisturbed soil. Garage floors to be prepped with 1/4” per foot slope towards overhead doors or floor drains ifapplicable Exterior Concrete Pads - Slope concrete pads minimum 1/4” per foot away from structure. Top of concrete pads if adjacent to doors are tobe minimum 3” below top of door threshold. Fill to be mechanically compacted or on undisturbed soil. Concrete Steps - Slope concrete steps minimum 1/4” per foot away from structure. Top of concrete steps are to be minimum 3” below topof door threshold. Fill to be mechanically compacted or on undisturbed soil 308 Asphalt Slope asphalt pads minimum 1/4” per foot away from structure. Sterilize ground then Provide and place 2” of crushed and 2” of asphalt. 401 Building Concrete Specific Project Details 5” exterior slabs and apron 5” Garage and Basement slabs Garage Floors - Slope on garage floors to be 1/4” per foot. Dowel floor to stem wall 2’ O.C. at all door openings with #4 bar. Include a 3/4"slope at overhead door threshold and an additional 1/4” drop between the apron and garage slab to prevent any water backing up intogarage. 5” thick concrete pad, Dowel #5 rebar at 16” O.C. around perimeter of slab Control Joints every 10’and at other areas as deemed necessary 1/4 depth of slab (max of 144 sf) Basement Floors - 5” thick concrete pad. Control Joints every 10’and at other areas as deemed necessary 1/4 depth of slab (max of 144sf). Floor is to slope to floor drains at ¼” per foot for 4’ minimum in all directions. Foundation Walls - All walls and footings are to be built to plans and engineering. Window bucks to be 3” larger than R.O. of windows(Inside dimension) see drawings on plans- Verify size with Superintendent. Install Conduit for electrical panel inside concrete wall. Conduitsupplied by the Electrician. Waterproof positive-side of all portions of foundation walls that will be buried with roll on foundation coating. Foundation is to be square, plumb, and true to a line with a maximum allowable variation tolerance of 1/4” in 10’ (max of 3/4” overall). Topof walls should be finished such that when placing a 10’ straightedge, resting on a high spot and held level and placed anywhere on thesurface, there is not any gap that exceeds 1/4”. Neither shall there be more than 1/2” difference from the lowest and highest spots on thewall throughout the entire job. 402 Exterior Concrete Slope concrete pads minimum 1/4” per foot away from structure. Top of pads is to be minimum 3” below bottom of door thresholds. Exterior concrete slabs to be 4” thick unless noted otherwise on plans or below. With Control Joints every 10’and at other areas asdeemed necessary 1/3 depth of slab (max of 144 sf). Sidewalk control joint spacing to match width. Dowel steps, and porches intofoundations on 16” centers with #4 rebar. All slabs perpendicular to concrete walls not sitting on footer shall be doweled into concrete wallwith #4 rebar at 2’ O.C. with 1 bar ran perpendicular to wall 12” off wall. Excavator is to prepare site to +/- 1", all final grading to be provideby concrete Subcontractor. Exterior door landings are 7 ¾” max. below top of door threshold.

705 Fireplace Include a Digital Thermostat on all Gas burning fireplaces installed. Location is to be determined by owner or GC. Great Room – European Home Lucius 140 Master Suite – Two Sided Outdoor Fireplace – KozyHeat Bayport 36-L w/ Brick Liner & Mission (clear face w/ low head clearance) Project Draw Schedule 85% after rough in is completed 15% after trim out is completed 707 Plumbing Specifications Complete Plumbing system installed per plans which includes the following. All bids shall be broken into 2 parts, fixture list pricing andlabor and rough-in materials pricing. Rough in for a soft water loop. Install Dishwasher. Vent penetrations to be minimized and kept onrear of home. At ground rough in install hose bib to water supply for water source during the concrete stage. Submit all plumbingspecifications on selected fixtures before top out for approval. Sinks will be “Cut-out” by others if on-site on time. Floor drains in concreteare to set ½” below top of concrete. All foundation penetrations are to be sealed from the exterior (Recommend that water-plug or butylcaulk be used). Bathroom sink vents are to be offset so vent pipe does not interfere with vanity light locations. Water shut off is to belocated inside mechanical room in a location that is easily accessible after the walls are sheet rocked. Cleanout all shavings from drillingholes in all stud bays. Specific Project Details Main Water Supply Line to be 1-1/4” through water softener Well – Connected to Existing Well Sprinkler Loop and Valve Shower Head Height (standard is 6’8” from subfloor) Water Heaters, (1) new Natural Gas 50 gallon & (1) Existing Water Heater re-used Hose Bibs – Four Recirculation Hot Water System Foam or use plastic attachment at all building structure penetrations by supply, drain, waste and vent lines Jetted tubs and hose bibs to have 3/4” supply lines Pedestal Lav’s and Toilet water supply lines to come through wall via copper Stub-Out Ells above base, check with supervisorabout coming through floor if on exterior wall Add double 2X blocks under cabinets so water supply lines are “straight” Complete all work in Mechanical room in a way that all walls can be finished and the ceiling will be exposed Tubs and Tub/Shower units to be set in concrete unless they are cast iron Meet with Clients at Showroom to help Select Plumbing Fixtures Clean out Covers to be Above Base (12” min. A.F.F.) Bid Fixture List (Polished Nickle, Match Bristol) Project Draw Schedule 15% of Rough-In after ground work 80% of Rough-In after top out is complete 95% of Fixture List after installs 100% of both fixture list and Rough-In after trim and punch list are completed and inspected 709 Electrical Specifications Complete electrical system per plans to include the following. Install temp pedestal to be operational at time of concrete. Coordinate andschedule with local utilities for power hook up. Include Carbon Monoxide Sensors per 2012 code. Install hardwired appliances. Supplyrequired power to fireplaces, water heaters, furnace’s, A/C’s and etc. per plans and specs. Panels to be Square D (Homeline or QO)Service to be sized to cover a completely finished home with at least 4 spare breakers in each panel for future expansion (Minimum 400Amp), Sub Panel in basement (Minimum 100 Amp). Outlets are to be Pass and Seymore or Leviton. Switches are to be Pass andSeymore or Leviton (Decora). Provide outlet for landscape clock. Decorative lighting is to be provided by Owner or General Contractor. Electrical Contractor to provide all Rope light’s, Puck Lights, Can’s, Mono Point, Keyless’, Fluorescent and Under Counter Lighting perplans and as listed below including bulbs. Box walk is to be done with owner or superintendent before any rough in work to begin.(Homeowner to verify box locations before wire is pulled). Verify size of base & casing with Superintendent to avoid conflicts with electricalboxes. Provide underground conduit from transformer to house and in foundation for power, phone and TV. The electrical panel and wirein all switch and outlet boxes are to be made up as part of the rough-in. Electrical boxes to be 16” to top of box off of the floor. Electricalboxes under windows 20” or less from floor to be installed horizontally. Cans on drywall ceilings to be 6” Juno or Halo with basic trimunless noted otherwise (If plans include an Electrical plan it supersedes this schedule). Cans on wood ceilings are to have painted trimsand black baffles. Include Basic Doorbell. Decora switches unless noted otherwise. Separate circuits for each of the following;Dishwasher and Disposal, Fridge/Freezer in Garage, Each Bedroom and Lift pump when required. Main room lights and outlets to be onSeparate Circuits. Jetted Tub wiring when required. Complete all work in Mechanical room in a way that walls can be finished, ceiling willbe exposed. Temp power at rough-in to provide temp lighting (all cans to be working and useable for temp lighting; GC is to provide and install bulbs fortemp lighting). Outlets (min of 3 outlets per level in different rooms and 2 exterior outlets on different sides of the home). Outlets atoverhead doors are to be working. Install 220v outlet at dryer or range (4 prong straight range outlet). Furnaces should be wired andready to use for temp heat during construction during rough in stage. Specific Project Details 400 amp service (10) Dimmer Switches (Diva Maestro) (2) Floor Outlets Electric car charging outlet in garage Bath exhaust fans to be “Quiet” 6” Recessed Can as per plan Heated floor in Master Bath Power for electric blinds in Great Room, Dining, & Conference Room (7) Locations 110 Power for ¾ HP 110v Dumbwaiter 220 Power for Elevator Provide Buck Booster Surge Protection) for Elevator Outlet on deck near hot tub for ice melt pad Use IC Rated Recessed Can lights @ 2nd Level Under Counter Lights – HALO HU10MB LED (Kitchen, Laundry, Wet Bar) Ice melt, (1) outlets (Include switch and 110v made up outlet) Electrical for Built-in vac with 6 hose connection locations (vac by others) Conduit for Hot Tub circuit and all necessary wiring provision Basic Low Voltage Wire Option Supply and install Network Panel with 2 Cat6 and 1 RG6 wires ran from outside service location and 4 RG6 wires to attic from Networkpanel for future Satellite. Supply and install 2 Cat6 and 1 RG6 wire home runs (no daisy chains) from the network panel to MasterBedroom, Office, Kitchen and Family Room, Include “made-up” three port cover plate and label all wires in the Network panel. Wires at thenetwork panel to be “made-up” by others. Project Draw Schedule 55% after rough-in of entire house is completed 10% after panel, switch and outlet boxes have been made up 35% after trim out and final inspection are completed

602 Framing Material Floor System - 3” square plate washers to attach plate. Floor Joist Rating L/720 (min). Floor Sheathing- ¾” TandG Plywood and PL400or Titebond Construction Adhesive. Walls - Wall plates to be STD and BTR if 2x4 and #2 and BTR for 2x6 and larger. 7/16” OSB sheathing. Studs, #2 and BTR, 16” O.C. Use LSL Studs at all walls 16’ or higher. Tyvek housewarp with Seams taped and installed by “Tyvek” certified installer per mfg.recommendations. Tyvek “HomeWrap” should be used at all siding locations, Tyvek “StuccoWrap should be used at all stucco and masonry locations. Stairs - Rim Board Stringers. Sturdy Step for treads and 7/16” OSB riser. If wood or tile (3/4” OSB tread and riser w/ no overhang) Roof - Sheathing, 5/8” OSB w/clips. Trusses, with lowered gables for out-lookers (5 ½”) and Heel’s raised with higher end cut of 1-1/2”depending on roof pitch and top chord material 5”-8”(R12-R21). Trusses to use 2x6 tails. Truss hold-downs as per truss callout 601 Framing Labor Specifications Include all required labor, nails, powder actuated fasteners and equipment. Square up framing on top of foundation walls (don’t just go w/the concrete). Layout plates prior to attachment. Notify and coordinate with General Contractor if any adjustments are needed. StairStringers should be spaced out from wall 1-1/2”. Glue joist in all hangers. Include installation of all structural beams, timbers and/or logs,including a "kerf" cut for drywall (remove all pencil marks). All hold-downs installed per plans and engineering. Fire blocking on any wallover 10’ and all stairs and elevation changes in ceilings per code. Build the frame of all decks (doesn’t include installing the finisheddecking). Continue all point loads down to concrete. (squash blocking). Install Truss hold-downs as per truss callout. Trusses to beinstalled per truss drawings (including all bracing). Space wall sheathing per manufacturer’s recommendations. Install Housewrap permanufacturer’s recommendations. Install exterior doors and Windows per manufacturer specifications (see window installation in Section803). When there are two door openings at inside corners they need to be an equal distance from the corner. Build stairs from garage tohouse per code. Cleanup daily. (Sweep and stack all excess material and clean out crawlspace). Deck surface to be minimum 3” belowtop of door threshold. Install sturdy step on treads and ¾” risers in all stairs (use glue). Draft stops framed in Fireplaces at ceilingheight. Install rough framing level, plumb, and true to a line to a maximum allowable variation tolerance of 1/4” in 32” horizontal and 1/4”in 10’vertical. Walls Level - Walls shall not bow more than 1/2" out of line within 32” horizontal measurement. Floors Level - The floorshould slope no more than 3/8” in 20’. Floors Square - The diagonal of a triangle with sides of 12’ and 16’ shall be no more than 3/8”more or less than 20’. Walls Level - Walls shall not bow more than 1/4" out of line within 32” horizontal measurement. Shim all joist tolevel floor with plastic shims. Full height backing for sheetrock nailing (do not use ladder backing). Sort all studs and reject any bowed orwarped material. No headers on non-bearing walls. Ensure that windows are centered on exterior walls. Install backing for siding atsoffit. All gables to be framed will be lowered and framed with out- lookers. Sheet garage walls between house and garage. SheetExterior walls behind tubs. Studs at rake walls to be cut at angle of rake. Walls 16’or higher are to be framed using LSL studs. Sheetthe backside of all attic knee walls (for insulation backing). Blocking and Backing for all Building specialties. (Locations are to beprovided by general contractor). Chimney should have top framed with a small hip to allow water to shed away from pipe opening(s). Frame basement window openings in cold walls with Rim board as one large jamb extension. Urethane hard to reach areas. Addframed curb at all locations where stone is above the roof. Install curtain blocking at all windows. Frame shower curbs with a 1/4” inwardslope. Install 2X6 in walls at edge of tub or shower pan for tile termination. Specific Project Details Use Marine Grade plywood at concrete areas such as entry porch During Wet Weather conditions, treat ¾” T&G subfloor with Thompson water sealer 702 HVAC Specifications HVAC equipment to be from an approved manufacturer only including the following; Bryant, Carrier, Lennox, or Trane. All supplyductwork and joints to be sealed and inspected. Ducts in unconditioned spaces are to receive R8 insulation. Submit a maintenance andoperation manual for homeowner at time of final inspection. Furnaces need to be operational once drywall begins for temp heating. Provide 12 extra filters per furnace at this time. Complete all work in Mechanical room in a way that all walls can be finished, the ceilingwill be exposed. System is to be designed and sized to work with the specified grilles and registers. Cleanup daily, including all woodshavings from drilling holes in all stud bays. Specific Project Details All exterior vents to be in a color similar to the exterior finishes Gas water heater venting Gas Range Gas Furnace (re-use existing units, new in 2015) Gas pipe locations (Fireplace, Range, Pantry Cooktop, Basement Range, Grill & 2 Burner) Vent gas furnace exhaust and intake to rear exterior and maintain 12” separation at termination with use of elbows or preferred method (2in 1) “Concentric Vent Style”. A/C Unit ((re-use existing unit, new in 2015) will need additional units House system will be used for temporary heat and ducts will be cleaned Ductwork with Damper for Kitchen & Pantry Hood Makeup Air for Cooktop Hood per code (required if cooktop exceeds 40,000 BTU’s) Option for Gas unit heater in garage Forced Air System Options “Accordion” type, manufactured filter and box 1 T-stat per zone Furnaces to be at least 95% AFUE (Energy Star) Heat runs to all “Living” areas (finished and unfinished) Zoned Forced Air using a modulating furnace with ECM drive motor (4) Zones, Main Floor, Master Suite, 2nd Floor & Basement Provide flex duct connections at furnace supply and return to isolate vibration Air-flow test of each supply Heat runs to all walk-in closets (finished and unfinished) Returns from every room over 75 square feet that has a supply Include price for duct cleaning Ductwork for mechanical systems should be sealed tightly with mastic and at least pass a level of duct tightness of 5-7% of the floor area;e.g., a 1,000 square foot house could have up to 50-70 cfm of leakage in the ductwork. These levels are easily achievable with amoderate sealing effort. Registers and Grills - Register and return numbers and sizes to be designed for specified grilles. Wall and ceiling registers to be drop-in adjustable metal registers painted to match. Carpet floor registers to be white drop-in adjustable metal registers. Wood and Tile floorregisters to be black or ORB drop-in metal registers by “Décor Grates” or “Hart and Cooley”. Cabinet Toe Kick registers to be integratedinto toe kick by cabinet maker. A/C System - 14 Seer (Energy Star) A/C condenser with Low Ambien Kit and Sump heater so unit can cool house below 68 degrees. Dryer vent and piping - Vent to outside with hard piping. Vent pipe to be slightly sloped to the exterior. Use a “Dryer-box” for venting.Dryer-box to be located so dryer fits near the wall. Gas piping ran through “Dryer-box”. Bath Fans –Vent bath fans to exterior with hard metal duct. Vent to slope to the exterior with an in-line damper at the exterior wall Project draw schedule 25% after rough in 50% once furnaces are operational 5% after trim out 20% after A/C units are set and operational

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No ScaleThese plans are the property of B&B Builders. They are not to be used for any construction except by express written consent. B&B Builders assumes no liability beyound the production of these plans. All information contained has been exclusively provided by the client and is accepted as is. These plans are not to be used for construction without Structural Engineering to supplant this Architectural set.

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802 Roofing House is to be dried in once the framing is completed with Titanium 25, Pro Armor or other approved synthetic underlayment. Wholesalers’stock drip edge and appropriate flashings. Ice and Water Shield on all Eave’s (2’ past all exterior walls and 2’ up on all side and head wallsmin.) and in all Valleys’ (3’ wide standard, 9’ wide in high snow areas). Ice and water shield on 100% of lower slope roof planes (less than4/12 standard, 6/12 in high snow areas) and 18” above and below pitch changes. Roofing to include all roof related flashings including sideand head wall, masonry curb and ledger flashings. Verify thickness of siding at all sidewall’s and use an appropriate sized “kick-out” atfascia. Ridge vent and high profile ridge caps included with base price. Grace or Weatherblock Flex premium ice and water shield inbottleneck areas. Specific Project Details Shingle Roofing Architectural Lifetime Asphalt Shingle, GAF or Owens Corning with System Protection (OC) or System Plus (GAF) 50 year nonprorated extended warranty (requires certified install Include – Metal Chase Cap provided and installed over ice and water shield. Include (2) oversize metal roof scuppers & drain Pipes 803 Windows Do not use wood jamb extensions on any window shower areas, these areas should be returned with tile. No extension jambs where thereis a concrete foundation wall (cold wall), Custom Extension Jambs for these areas will be fabricated by the finish carpenter. Temperedglass per code (over tubs, within 2’ of opened door, less than 18” o.f.f., within 60” of walking surface in stairs). 270 Low E Glass. (EnergyStar) U-Factor .33 or less. 3-Point Locks on patio and deck doors. Egress window opening less than 44” above finished floor Window Installation provided as part of framing. Do not mechanically fasten windows through the fiberglass flange. Fasteners must bethrough manufactured holes. Install per manufacturer specs. Waterproof per “Tyvek” by “Tyvek” certified installer. Set in modified-siliconepolymer caulk such as “DAP Sidewinder” or “OSI’s Advantage” Specific Project Details Andersen 100 Series – Fibrex composite window Sky Pipe in Entry, Stairs, Master Closets & Pantry 804 Insulation Spec The following Insulation specification should be followed unless noted otherwise on the plans. Install baffles around perimeter of home forattic ventilation at the perimeter of exterior walls for full attic insulation. Doors, windows, and exterior penetrations are to be foamed withminimal expanding foam. Crawlspace (floors above) R-19 batts If unconditioned R-38, include Twine support for floor batts. Crawlspace 6mil black ground cover, with 6” taped overlap at seams. Crawlspace Exterior Walls minimum R-15 Vinyl faced can be done with Fiberglassroll insulation fastened 24” o.c... Staple mesh for blown insulation down both sides of studs. Exterior basement Walls R-23 BlownFiberglass. Joist Ends Net and Blow. Exterior Walls R-23 Blown (Energy Star). Firewall Mesh and Blown R-23. Garage Walls R-23Blown Fiberglass. Garage Ceilings R-49 Blown Fiberglass. Flat Attic R-49 Blown Fiberglass (Energy Star). Install rulers to easily verifydepth is correct. Vaulted Ceilings R-48 Mesh and Blown Fiberglass. Install Plastic under Vaulted Ceilings. Install cardboard baffles invaulted ceilings 6/12 and above to reduce sloughing of blown insulation. Specific Project Details Sound Insulation R-11 Batts in select walls (Master Suite, (3) Powder Baths) R-11 Batts in all floors 805 Overhead Doors Overhead Doors to include; Weather-strip, 3-Button remote, and Belt Drive Operator. Specific Project Details Standard Panel Metal Insulated Steel back door Include a Keyless Entry 815 Masonry Specific Project Details Architectural Stone 806 Stucco Install two layers of Type “D” building paper with no rips. Lap paper properly to provide a shingled installation. Integrate building paperwith other waterproofing products to ensure that windows, doors, and all other building penetrations will not leak. Install weep screed atbase of walls (minimum 2” above hardscape and 6” above soil). Install appropriate expansion joints. Scratch coat to be rough enough foradhesion of brown coat. Use proper cement to sand ratio (1:3 or 1:4). Keep scratch coat moist for 48 hours before applying brown coat(UBC), then repair any cracks. Repair any cracks. Keep brown coat moist for 48 hours before applying finish coat, then repair any cracks. 901 Drywall 5/8” Drywall on all Walls and all ceilings. Do not write on timbers, logs, or wood window and door jambs. Cleanup Daily (Clean drywallmud from floors, windows, doors, jambs, etc.). Use only USG Brand drywall made in the USA. Use 5/8” “Denshield” in Shower and otherwet areas”. Hang and fire-tape 5/8” Drywall at TandG Ceilings and Walls. Chamfer corner bead for outside corners (verify with G.C.) andFlextrim for all angles (wall and ceiling). All “trim” to be “No-Coat” (Ultraflex, Ultratrim, Ultra/Arch). Cover all exposed timbers prior to anytaping and texture. When drywall ends without a corner it needs to receive a square corner bead and be finished. (ex; timbers, baywindows, stairwell, etc.). Submit sample(s) of proposed texture for approval. Specific Project Details All Walls and Lids to receive “Santa Fe” texture, including garage. Option for - Drywall Returns on Windows – No Wood Casing on Windows 902 Finish Carpentry Set all doors level and plumb. (Don’t just go with the framed walls). Exterior doors to be installed and waterproofed per manufacturer and“Tyvek” recommendations. Exterior doors to be installed with a preformed plastic sill pan sloped to drain to the exterior. Do notmechanically fasten exterior doors through the fiberglass flange fasteners must be through manufactured holes. Screw all doors whensetting doors with at least 1 screw behind stop at every hinge. Set and trim all interior doors. Install all door hardware after paint (includingdoor stops). Trim all windows to specs and verify windows are foamed before installing casing. Window returns –foam between framingand extension jambs. Remove all drywall mud from window and door jambs prior to installing casing. When splicing do not use piecessmaller than 24”. Glue all splices. Keep joints in casing as far from eye level as possible. Build and install all paint grade custom closetshelving and wood rods. Sand the face of all shelves. Build all stair railing and install skirt board. Install hand railing on all interior stairs,landings, and lofts to code. Install garage hand rail to code. After paint and cabinets install all remaining trim (base by cabinets and overwood, tile, and etc.). Cut and tack base where it runs into cabinets. (Cab shop will finish install on these pieces after cabinet installation). Attic Access doors to be cased and built with sliding A/C plywood panel. Cope all inside base corners. Install T&G on ceilings and wallsper plans. Install crown per plans. Include decorative timber and log installation. Build and install custom mantles. No pencil marks onfinished materials (ex; window jambs, timbers). Install new treads and risers on garage stairs on final trip when required. All trim to receive“Profile Sanding”. Specific Project Details Base - 8" Painted Case – 4” Painted Railing – Steel post and Rail, with Glass Panel, steel to be silver powder coat

916 Solid Surface, Granite, Quartz, Travertine and etc. Countertops All work to be template to ensure tight fits to cabinetry and walls (no more than 1/8” gap). All areas where granite meets another surface(i.e. backsplash against wall, top against cabinetry and etc.) are to be caulked with a paintable caulk tinted the color of adjoining surface. Submit drawings that specify all seam locations for owners to sign off on before any fabrication should take place, number of seams shouldbe minimized. Verify that the specified slab can be "grain" or "book end" matched when either is specified. Include price of slabs at time ofbid so owners can look at alternatives when looking at slabs. Fissures are acceptable but, cracks are unacceptable and will be replaced atthe expense of the solid surface contractor. Include cut out for sinks, faucets and etc. Subcontractor is to verify that the sub top materialwill support the solid surface and any additional reasonable weight (i.e. the weight of a person standing on the solid surface). TheSubcontractor will be responsible to replace cracked solid surface materials. Dimensional tolerance shall be within 1/8” in length andwidth, and 1/32” at exposed edges. Square with-in 1/32” in 24” in any direction. Granite edge polish to match top polish unless chiseled. Edge to be straight unless chiseled. Adjoining slabs are to be same thickness and height. Seam glue to match slab color. Seam’s to bemaximum 1/16” wide. If slabs are not chosen in person submit sample and/or picture of slab(s) to be used for approval. Coordinategranite backsplash height to allow for electrical outlets, 5" min. height. Specific Project Details Kitchen – Statuario Quartz Pentel Material similar or equal to Bristol model home Cracks will appear as little lines in the surface of the slabs (very visible in a material like Verde Peacock) and could even be of a differentcolor than the majority of the stone (think of those crazed white lines sometimes appearing in Antique Brown). Sometimes they could befused like in Antique Brown and other times they could be open, as is the case in the Verde Peacock example. They could often also goright through the body of the slab like in Crema Marfil, for instance. If you look at the light reflection across a fissure, you will never see abreak - i.e. there will be no change in the plane on either side of a fissure. A crack on the other hand is a problem... If you look at the slabat an oblique angle in the light, you will note the reflection of the shine on the surface of the stone. A crack will appear as a definite linethrough the reflection and the reflection will have a different appearance on either side of the line - there will be a break in the plane. Rejectslabs with cracks. Project Draw Schedule for Solid Surface 25% or actual slab cost once slabs are selected and ordered 90% after Installation completed 100% upon Punch-List completion 917 Carpet Prepare floor surface for carpet as required. Fill and sand joints, holes, bumps and cracks in concrete and wood subfloors as needed. Prep floors so carpet tapers to meet adjoining surfaces. Pull and re-hang doors in new condition. Trim all loose and long fibers at allseams and edges. Vacuum Floor before Installation of Pad. Glue Pad to sub floor. Vacuum carpet after installation. 922 Shower Door Enclosures Glass shall be field measured/templated and cut to fit opening. If any support bars or Headers are needed on Frameless doors getapproval when bidding. Euro style glass doors and glass shower fixed panels shall use glass clips and shall be frameless. Any requiredframes or channels must be noted at time of bid and shall be approved by the contractor prior to install. During field measure/template,subcontractor shall discuss clips verses frames with owner or GC including potential water leaks and obtain final design approval beforeordering. Specific Project Details Frameless (Euro) Shower Door @ Master Shower Short Backing Plate hinges and clear bottom sweep 923 Appliance Installation As part of the appliance installation cost, the G.C. shall provide and install a dishwasher “Floor Saver Pan” like the one atfloorsaverpan.com Cook tops with more than 40,000 BTU’s require an exhaust hood (100 cfm + 100cfm/10,000btu) Exhaust Hoods over 400 CFM requiremakeup air.

907 Doors Exterior Doors to meet (Energy Star R-5) rating. Doors provided by window mfg. shall be .33 “U” or better. Supply doors prepped forselected hardware. Exterior doors to include adjustable thresholds. Any "Open Knots" to be filled with dark “Bondo” with no light bleedthru by door supplier. Door from garage to house to be fire-rated and have spring hinges. All interior doors are to be constructed with1-3/8” min. clearance above floors. Exterior door landings are 7 1/2” max. Below top of door threshold. Specific Project Details Interior Doors to be solid core paint grade doors 908 Door Hardware Door Hardware has not been selected and the following allowances should be used Entry Door, $300 Exterior Doors, $150 Interior Doors, $35 Hardware to include door stops (wall or hinge pin) at all doors. 909 Paint Paint prep work to include; sanding of all stained or painted wood, prior to applying finish. Caulk at all color transitions. Fill and sand onall paint grade material. Matching filler on all nails holes in stained and wipe all nail holes. Remove and reinstall door weather-strip innew condition. Seal tops, bottoms and behind hinges of all doors w/stain (or paint on paint grade homes). All exterior wood doors to besealed and finished within 7 days of installation with “Old Masters Spar Marine Varnish”. Stain (Paint) and seal all wood windowsurfaces. Pull and re-hang doors in new condition. Give a 48 hour notice and approve with B&B Builders before spraying lacquer. Caulkall woodwork to drywall. Stain and seal all thresholds and screens. Paint or Stain all exterior doors, both sides. Paint to include OneCoat Primer, Two Coats Paint after texture. Stain to include one coat Sherwood Stain, Two coats Lacquer. Specific Project Details All Paint and Stain to be completed “on site”Wall Color, Door/Trim Color and Ceiling Color Fully painted garage (one color) Epoxy Garage Floor Project Draw Schedule for painting 20% after primer is completed 65% after painting of entire house is completed 15% after all touchups are completed at the end of the project 910 Tile All wood sub floors to receive 1/4” cement board as an underlayment. Tiling Contractor to include grout, mortar, and backer board etc. aspart of the installation price. Tiling contractor to include a tile material allowance for the tile material only at the sf price listed below. VerifyTile and Pattern locations prior to install. If raw wood is installed in the home make sure to tape off before grouting or working around it. Any water or grout that gets on raw wood will have to be replaced or stripped down at the cost of the tile contractor. Floor and ShowerTile work is to be completed during the trim and flooring stages before the painting contractor starts. Shower door thresholds are to slopetowards the interior of the shower 1/4”. Shower curbs to be built-up concrete or Schluter -“Kerdi Shower”. Grout lines shall not vary morethan 1/16” from widest to narrowest. Adjoining tiles shall not be more than 1/16” higher than each other. Line up grout lines as much aspossible when changing from vertical to horizontal as well as when wrapping corners. When wrapping openings in walls vertical groutlines are to be placed on “jamb” side not on “wall” side. Shower pans are to be filled with water and tested for leaks. Grout ColoredCaulk used on all edges and Corners. No cement board needed on walls, (Denshield provided by drywall contractor). Tile to be cut to fitplumbing, electrical and etc. Caulked to Wall and Cabinetry with Grout Color Caulk with a Straight Line. Showers to receive a water-proof coating on floors and minimum 7’ up walls (above shower head). Colored Grout to be installed the day after Installation. Ditra-Mator equivalent anti fracture membrane to be used on any tile done on concrete floors, gyp-crete, and level quick. Slate and travertine tileto be “Gauged”. Specific Project Details Tile Floors in Laundry, Kitchen, Balcony, Pantry, Kitchen, Dining, Great Room, Master Bath, All Baths. Tile Backsplash in Kitchen and Tile all showers Height of tile in showers and tubs (96” o.f.f.) Master shower shall receive a better bench and 2 soap shelves made from double layer tile All other showers shall receive 1 soap shelf made from double layer of tile Include material allowance of $5/sf, Floor Tile (Carlton Plank, Natural) 913 Cabinets The Cabinet contractor will be responsible for cabinet design. It is recommended that in addition to complete design drawings, a designchecklist be used to verify specific design features such as, pull-outs, spice racks, cutting boards, cookie sheet racks and any otherspecialty items. If an item such as a pull-out or other item desired by the owner is desired but was not supplied and a design checklistwas not used, it may become the cabinet contractor’s responsibility to make the requested changes at no cost to the owner or B&BBuilders. Design checklist should be submitted to the G.C. along with design drawings. Sample doors in each color and door style shallbe submitted to the G.C. for owner’s approval. Finishes are not to be applied without an approved door sample. Include cabinet subtops at granite and tile cabinet top locations. Cabinets to be installed after finished flooring as a standard. A count and allowance forcabinet hardware shall be included in bid. Provide heavy duty “Tandem Softclose” guides for stability on pullouts at trash bins, spiceracks can use ball bearing guides when required due to space restrictions. When installing cabinets cut and reinstall base next tocabinets. Include Installation of Cabinet Knobs and Pulls. All items on drawing to be included in price (i.e. metal tops, clavos, mirrors,range hoods and etc.) unless noted otherwise. Verify all plumbing, HVAC, Electrical and etc. locations will not interfere with cabinetrybefore drywall is installed. Include cut out for sinks, faucets and etc. in supplied finish countertops. Cabinets to be installed on a trueplane and level to within 1/8” in 10’ Cabinet faces more than 1/8” out of line and corners more than 3/16” out of line are excessive.Cabinet tops to be no more than 3/8” in 10’ out of parallel with the floor. All cabinets are to be shimmed and set square, level and plumb. Scribe pieces are to be coped and fit tight at all locations. Specific Project Details Theater cabinets are not included (existing cabinets will be re-used)Craft Room – not included, open shelves by othersInclude Breakfast Nook Built-in Bench and TableProvide (2) sample doors in each color and door style - (1) of the samples (12” x 15”) shall be given to the G.C. Euro Style Cabinet Package Full Overly Euro Style Cabinets w/ light valance Include Moderate architectural design features Combination of stained and painted cabinets ¾ Natural Maple Melamine Interiors w/ Melamine Drawers with ¼” bottoms End Panels Applied Door or Solid Wood Raised panel doors and drawer fronts (no flat panel drawer fronts without owner approval) Fridge Cabinets & Panel depths shall match the Fridge depth Furniture toe applications where appropriate or shoe molding 1 piece 4 1/2” Crown molding on all upper cabinets Blum hinges #71T5580 120 degree clip top Side Mount soft close guides Solid Top Cabinets to act as sub tops on all cabinets Cabinets with glass doors shall have matching wood grained interiors and shelves Standard Glass were required 2 drawer pullouts, trash pull out – minimum Custom Finish, including stain and/or paint & glaze Knob & Pull Hardware Allowance of $7.00 each Matching wood framed mirrors w/ light bar at all bath vanities (include crown, match vanity width) Range Hood by Others

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These plans are the property of B&B Builders. They are not to be used for any construction except by express written consent. B&B Builders assumes no liability beyound the production of these plans. All information contained has been exclusively provided by the client and is accepted as is. These plans are not to be used for construction without Structural Engineering to supplant this Architectural set.

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DECK OF DECKFLOOR -4763.38'

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HOUSE

Existing Driveway

Existing Septic System

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EXISTING GARAGEFLOOR - 4753.85'

EXISTINGCONCRETE PARKINGAREA -4751.37'

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Redo Existing Driveway 4,000sf

LandscapeLandscape

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Survey Note: It is the Owner's responsibility to find and show allrelevant property boundries, set backs and easments thatpertain to this site plan. It is also the Owner's responsibility tomake certian any structures constructed on this site willconform to all the dimensions shown on this site plan. B&BBuilders and the Drafter do not check for or warrant against anyenchroachments, or improper set-backs created by structuresor boundries that are incorrectly shown on this site plan. It isrecomended that the Owner contract with a proffesional surveycompany to verify all relevent boundries, required set backsand building location.

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These plans are the property of B&B Builders. They are not to be used for any construction except by express written consent. B&B Builders assumes no liability beyound the production of these plans. All information contained has been exclusively provided by the client and is accepted as is. These plans are not to be used for construction without Structural Engineering to supplant this Architectural set.

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OwnerOwner

Ananda & Ranmali Walaliyadda

9336 N Kimberly, Pocatello Idaho

Drawn By: Ben Johnson

9/21/2018

No Scale

Knife Plate Bracket (Typ)

- 4"x14"x3/8" Steel Plate

- (2) 3/4" Holes

(2-1/2" from each end)

- (2) 3/4" Thru Bolts

- 6"x6"x3/8" Steel Plate

- 4"x4"x3/16" HSS

or 4" Sch 40 Pipe

- 8"x8"x1/2" Steel Plate

- (4) #4 Rebar Imbeds, 12" min

A706 Grade

Footing Per Strucural

Vertical Rebar Per Structural

(4) #5 Bars

Finish Grade

Stone Veneer

Wood Post

Stone Cap

CMU Block

(Grout Solid)

Circular Ties Per Structural

(12" O.C. w/ (3) @ Top)Concrete Pier

(same width as stone column)

Knife Plate Bracket (Typ)

- 4"x14"x3/8" Steel Plate

- (2) 3/4" Holes

(2-1/2" from each end)

- (2) 3/4" Thru Bolts

- 6"x6"x3/8" Steel Plate

- 4"x4"x3/16" HSS

or 4" Sch 40 Pipe

- 8"x8"x1/2" Steel Plate

- (4) #4 Rebar Imbeds, 12" min

A706 Grade

Footing Per Strucural

Vertical Rebar Per Structural

(4) #5 Bars

Finish Grade

Stone Veneer

Wood Post

Stone Cap

CMU Block

(Grout Solid)

Circular Ties Per Structural

(12" O.C. w/ (3) @ Top)Concrete Pier (per structural)

6" Concrete

w/(8) #4 Bars

D0

01

W0

02

W0

01

D002W00410080

W010

1008010080

D0

14

D0

04

D005

D0

08

D0

07

W0

05

W008W007W006

W0

09

W003 D003

D006

D013D012D011D010D009

UP

R

RR

RR

R

R

R

RR

A8A8

Front Elevation

A9A9

Le

ft E

leva

tion

A9A9

Rig

ht

Ele

vatio

n

A10A10

Rear Elevation

E5E5

Elevation 5

E6E6

Elevation 6

22'-10" 23'-8 1/2" 7' 41'-11 1/2"

3' 7'-4" 8'-2" 7'-6" 11'-9 1/2" 11'-8 1/2" 15'-6" 13' 12'-4"

32'

3'-2

"4

'-7

"5

'5

'1

0'-3

"

4'

12

'-9

"

23' 11'-9 1/2" 60'-8 1/2"

26'

4'-2

"

3'-2" 3'-5" 8'-11" 13' 12'-4" 8'-2" 10'

3'

8'-6

"1

1'-6

"4

'4

'4

'2

'-6

"

7'

2'

2'

4'-7"

2'-9

"2

'

12'-10" 12'-10"

23'-2" X 14'-3"405 SQ FT

21'-10" X 30'-3"661 SQ FT

1568 SQ FT

40'-10" X 24'-3"1019 SQ FT

6'-6" X 11'-8"80 SQ FT

6'-2" X 2'-6"15 SQ FT

6'-6" X 9'-3"60 SQ FT

23'-2" X 11'-8"258 SQ FT

Door ScheduleLabel Width Height CommentsD001 36 " 96 "D002 42 " 96 " Custom DoorD003 30 " 96 "D004 36 " 96 " w/ Keypad LockD005 32 " 96 "D006 30 " 96 "D007 36 " 96 " Exterior InsulatedD008 36 " 96 " Exterior InsulatedD009 60 " 96 " Standard Hollow CoreD010 60 " 96 " Standard Hollow CoreD011 60 " 96 " Standard Hollow CoreD012 60 " 96 " Standard Hollow CoreD013 60 " 96 " Standard Hollow CoreD014 32 " 96 "

LIVING AREA

ENTRY

GARAGE

CONFERENCE ROOM

Elevator

Work Station

Wo

rk Sta

tion

Water Feature

Th

ea

ter S

cre

en

Locked

Door

Pri

nte

r/C

op

y M

ach

ine

CLOSET

MECH

Beam

TV/Screen

Projectorw/ TV

BATH

Book Shelves By Others

BeamCARPET

Re-Use Existing

Cabinets, Fixtures

& Microwave

DumbWaiter

THEATER

Window ScheduleLabel Floor Width Height Top CommentsW001 0 90 " 72 " 96"W002 0 90 " 72 " 96"W003 0 90 " 72 " 96"W004 0 42 " 96 " 96"W005 0 30 " 90 " 164"W006 0 36 " 90 " 164"W007 0 36 " 90 " 164"W008 0 36 " 90 " 164"W009 0 30 " 90 " 164"W010 0 30 " 48 " 96"

CARPET

UnderCounterFridge

Book Shelves By Others

Decorative Wall

AA

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Pro

ject:

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

Co

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Arc

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ctu

ral D

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Ba

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Ba

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These plans are the property of B&B Builders. They are not to be used for any construction except by express written consent. B&B Builders assumes no liability beyound the production of these plans. All information contained has been exclusively provided by the client and is accepted as is. These plans are not to be used for construction without Structural Engineering to supplant this Architectural set.

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Issue Date:

10/9/2018

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Basement Floor Plan(1/4" Scale)

DN

D112

D1

13

W128 W127 W126 W125 W124 W123 W122 W121 W120 W119

W1

03

W1

02

W1

01

D103

D1

04

26

80

D1

02

D1

07

33

80

30

80

D105

2680

D101

W111W110W109

D106

D110D108

D1

11

W105W106

W104

W107

D1

09

W1

12

W1

08 W115W114W113

26610

UP

R RR

R

Can Fan

R

Can Fan

RR

R R

RR

R R

R

R R

R

R

R

RR R

RR R

RR R

RR R

A8A8

Front Elevation

A9A9

Le

ft E

leva

tion

A9A9

Rig

ht

Ele

vatio

n

A10A10

Rear Elevation

E5E5

Elevation 5

E6E6

Elevation 6

95'-6"

3'-8

"9

'3

'-6

"1

2'-1

0"

3'

15'-6" 7'-6" 11'-9 1/2" 11'-8" 22'-1" 26'-11 1/2" 12'

7'

11'

13'

15'-11 1/2" 5'-4" 2'-11" 3'-2" 3'-11" 6' 8'-1" 3' 2'-6" 4'-3" 7' 4'-6" 5'-4" 5'-8" 5'-8" 12'-2 1/2"

7'-4

"3

'-8

"

11

'-8

"4

'-2

"5

'-6

"3

'-4

"7

'-4

"

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

14'-4

"

3' 9'-10" 2'-8" 7'-6" 6'-0 3/4" 11'-6 3/4" 5'-10" 9'-7" 12'-6" 26'-11 1/2" 12'

3'-8

"3

'-1

0"

3'-1

0"

3'-8

"

4'-5

"2

'-1

"3

'-4

"2

'-9

"

5'-4"

5'-4

"

7'-6

"

15'-11 1/2" 5'-4" 6'-1" 3'-11" 14'-1" 5'-6" 44'-7 1/2"

32'

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

2'

2'

2'-6

"

2'

2' 8'-9" 2'

2'

5'-1

0"

1'

9'-4"

19'-11" X 27'-0"480 SQ FT

2562 SQ FT

6'-2" X 3'-1"19 SQ FT

15'-2" X 15'-4"232 SQ FT

11'-10" X 24'-0"422 SQ FT

5'-0" X 6'-6"32 SQ FT

5'-2" X 6'-2"31 SQ FT

23'-1" X 7'-6"196 SQ FT

13'-9" X 12'-3"158 SQ FT

28'-5" X 25'-0"709 SQ FT

23'-1" X 11'-2"205 SQ FT

5'-2" X 3'-0"15 SQ FT

8'-10" X 2'-5"20 SQ FT

15'-2" X 15'-4"231 SQ FT

3'-5" X 6'-2"21 SQ FT

6'-6" X 10'-5"68 SQ FT

5'-9" X 6'-4"36 SQ FT

6'-6" X 4'-10"31 SQ FT

6'-6" X 4'-1"27 SQ FT

6'-6" X 3'-3"21 SQ FT

Window ScheduleLabel Width Height Top CommentsW101 36 " 60 " 96"W102 36 " 60 " 96"W103 36 " 60 " 96"W104 36 " 60 " 96"W105 42 " 20 " 96"W106 42 " 20 " 74"W107 88 " 48 " -2"W108 30 " 90 " 138"W109 36 " 90 " 138"W110 36 " 90 " 138"W111 36 " 90 " 138"W112 30 " 90 " 138"W113 42 " 90 " 96"W114 42 " 90 " 96"W115 42 " 90 " 96"W119 60 " 30 " 96"W120 60 " 30 " 96"W121 60 " 30 " 96"W122 60 " 60 " 96"W123 60 " 60 " 96"W124 24 " 42 " 96"W125 36 " 60 " 96"W126 36 " 60 " 96"W127 36 " 60 " 96"W128 42 " 24 " 96"

Door ScheduleLabel Width Height CommentsD101 30 " 96 "D102 32 " 96 "D103 30 " 96 "D104 58 " 96 "D105 30 " 96 "D106 30 " 96 "D107 32 " 96 "D108 32 " 96 "D109 36 " 96 "D110 36 " 96 "D111 30 " 96 "D112 192 " 96 " 16x8 Multi Slide DoorD113 192 " 96 " 16x8 Multi Slide Door

LIVING AREA

BEDROOM 1

CLOSET

BEDROOM 2

BATH 1

HALL

CLOSET

SHOWER

BATH 2

CRAFT ROOM

ALL SEASON AREA

Water Fall

TV

Fridge

StairsBATH

BALCONY

OPEN BELOW

DECK

EXERCISE

Existing Grill

Existing 2 Burner

Fireplace

Op

en

MECH

TV

Outlet For Smow

Melt Mat

42x96 Glass

Panels & Sliding

Glass Barn Door

Beam

Beam

SHOWER

CARPET

CARPET

LVT (Wood)

CARPET

LVT (Wood)

Existing Spa, Set

30" Above Deck

CARPET

SHOWER

HALL D

W

Co

un

ter

w/ (1

) d

raw

er

Open Shelving (Bristol)

Elevator

DumbWaiter

16x8 Multi Slide DoorDecorative Wall

6" Trey

Open16x8 Multi Slide Door

AA

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Pro

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

Co

ntr

acto

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Arc

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ral D

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n:

1st

Flo

or

1st

Flo

or

Pla

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Ha

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These plans are the property of B&B Builders. They are not to be used for any construction except by express written consent. B&B Builders assumes no liability beyound the production of these plans. All information contained has been exclusively provided by the client and is accepted as is. These plans are not to be used for construction without Structural Engineering to supplant this Architectural set.

6

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B B

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B&

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Issue Date:

10/9/2018

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B&B Builders and the Drafter assume no legal liability related to these plans or thisproject, and makes no warranties or representations as to these plans to the extent theplans are not followed by the General Contractor of the project. In the event B&BBuilders is chosen as the General Contractor for the project, B&B will follow these plansunless otherwise requested by the owner in writing. The owner must contract with aStructural engineer in the jurisdiction where these plans will be implemented to supplantArchitectural set in order to secure Building Permit, and with all applicable additionalconsultant drawings as required (civil, mechanical, environmental, etc. under separatecontract). It is the responsibility of the General Contractor to study all said plans,opinions, and reports thoroughly, and apply appropriate modifications to these plansafter receiving said plans, opinions and reports. The General Contractor alone isresponsible for any errors or omissions for failure to make appropriate modifications, orfollow these plans. B&B Builders and the Drafter shall not be liable for any failure of theGeneral Contractor to make such modifications to the project and these plans in light ofany potential code, legal, structural or life-safety standard, or the failure to make propermodifications in light of supplemental reports, plans, or drawings. Copyright ownershipof these plans will remain with B&B Builders.

1st Floor Plan(1/4" Scale)

DN

DW

W240W239 W238 W237

D209

W236 W235 W234 W233 W232 W231

W2

03

D2

01

W2

02

W2

01

W218W217

W216W215W213

W214

D2

02

W224

W223

W222

W221W220W219

D2

10

W2

29

W2

30

W2

27

W2

28

W2

25

W2

26

D211

D204

D207D206

D2

05

W205W204

W207W206

3080

D2

03

2026

D2

08

W211W210W209

W2

08

W2

12

30

80

R RR

R RR

R RR

RR

R

R

R

R R

R

RR

R R

R

R R

Can Fan

RCan Fan

R

R

R R

RR

R R

R

R

R

R

R R R

R

A8A8

Front Elevation

A9A9

Le

ft E

leva

tion

A9A9

Rig

ht

Ele

vatio

n

A10A10

Rear Elevation

E5E5

Elevation 5

E6E6

Elevation 6

92'-2" 16'-6" 2'-6"

12'-5

"3

'-1

"8

'4

'-6

"4

'3

'

12'-10" 8'-5 1/2"

4'-9" 2'-3" 5'-8" 4' 4'-4" 2'-6" 4'-6" 3'-6" 2'-2" 10'-10" 5'-8" 5'-4" 5'-4" 7'-0 1/2" 4'-6" 19'-9 1/2" 19'

6'-1

1/2

"2

'1

'-1

0"

3'-4

"2

'-2

"4

'-4

"1

1'-9

"

5' 8'-0 3/4" 7'-5 1/4" 7'-6" 5'-9 1/2" 6' 5'-10" 5'-10" 9'-0 1/2" 13'-0 1/2" 26'-11 1/2"

3'-6" 5'-6" 5'-6"

4'

5'

4'

4'

18'

4'

4'

2'

3'

4' 4'1'-6"

2'-5 1/2"2

'-2

"

2'

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

2'

2'

3'-4"8'-6"

15'-8"

13'

20'-6" X 13'-11"286 SQ FT

2562 SQ FT

6'-6" X 14'-5"93 SQ FT

24'-10" X 7'-6"182 SQ FT

4'-10" X 11'-6"100 SQ FT

6'-8" X 12'-3"81 SQ FT

7'-10" X 9'-2"71 SQ FT

30'-0" X 25'-0"754 SQ FT

19'-1" X 13'-1"248 SQ FT

23'-1" X 11'-2"205 SQ FT

5'-2" X 12'-3"63 SQ FT

8'-0" X 2'-10"23 SQ FT

5'-2" X 5'-4"27 SQ FT

20'-4" X 14'-8"188 SQ FT

15'-6" X 13'-0"219 SQ FT

15'-2" X 16'-0"265 SQ FT

10'-1" X 12'-3"116 SQ FT

Window ScheduleLabel Width Height Top CommentsW201 48 " 60 " 96"W202 48 " 54 " 152"W203 72 " 54 " 152"W204 78 " 72 " 96"W205 78 " 44 3/4 " 142 3/4" TrapazoidW206 72 " 90 " 48"W207 72 " 60 " 127"W208 30 " 90 " 152"W209 36 " 90 " 152"W210 36 " 90 " 152"W211 36 " 90 " 152"W212 30 " 90 " 152"W213 42 " 90 " 96"W214 42 " 46 3/4 " 145 3/4" TrapazoidW215 42 " 90 " 96"W216 42 " 54 3/8 " 153 3/8" TrapazoidW217 42 " 90 " 96"W218 42 " 61 15/16 " 160 15/16" TrapazoidW219 66 " 90 " 96"W220 66 " 89 3/16 " 188 3/16" TrapazoidW221 66 " 90 " 96"W222 66 " 101 1/2 " 200 1/2" TrapazoidW223 66 " 90 " 96"W224 66 " 113 7/16 " 212 7/16" TrapazoidW225 66 " 90 " 96"W226 66 " 113 7/16 " 212 7/16" TrapazoidW227 66 " 90 " 96"W228 66 " 101 3/8 " 200 3/8" TrapazoidW229 66 " 90 " 96"W230 66 " 89 7/16 " 188 7/16" TrapazoidW231 60 " 90 " 96"W232 60 " 90 " 96"W233 60 " 90 " 96"W234 54 " 54 " 90"W235 78 " 54 " 90"W236 78 " 54 " 90"W237 24 " 78 " 90"W238 24 " 78 " 90"W239 30 " 54 " 90"W240 30 " 36 " 138"

LIVING AREA

CLOSET

LAUNDRY

MASTER BATH

POWDER BATH

PANTRY

BALCONY

KITCHEN

Decorative Wall

DECK

Waterfall

Dog Door

Fir

ep

lace

Hood Vent

Fri

dg

e

Full Length Mirror

No Threshold

Stairs

Power Blinds

MASTER BDRM

CLOSET

DBL

Ovens

DECK

OPEN BELOW

sink

SHOWER

Breakfast Nook

GREAT ROOM

DINING

Carpet

Power Blinds

DECK

W

D

Open Shelves

Op

en

Sh

elv

es

Gas Fireplace

Elevator

DumbWaiter

Lin

en

Bench

Be

nch

Door ScheduleLabel Width Height CommentsD201 72 " 96 "D202 30 " 96 "D203 36 " 96 "D204 30 " 96 "D205 36 " 96 "D206 36 " 96 "D207 30 " 96 "D208 30 " 96 "D209 36 " 96 "D210 72 " 96 "D211 36 " 96 " Barn Door

Skypipe

Skypipe

Skypipe

Skypipe

Docu

men

t S

afe

AA

14

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in S

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---

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Pro

ject:

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

Co

ntr

acto

r:

Arc

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ctu

ral D

esig

n:

2n

d F

loo

r2

nd

Flo

or

Pla

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lan

Ha

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These plans are the property of B&B Builders. They are not to be used for any construction except by express written consent. B&B Builders assumes no liability beyound the production of these plans. All information contained has been exclusively provided by the client and is accepted as is. These plans are not to be used for construction without Structural Engineering to supplant this Architectural set.

7

B&

B B

uild

ers

B&

B B

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ers

PL

AN

IN

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PL

AN

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11

B&

B B

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RS

Dra

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by:

Issue Date:

10/9/2018

Wa

laliy

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2nd Floor Plan(1/4" Scale)

W205

W204

W207

W105

W106W104

W204

W207

W206

D002W004

W003

W107

W218

W217

W216

W215W213

W214

W211W210W209

W008W007W006

W111W110W109

W115W114W113

W217W215W213

W211W210W209

D002 10080

W010

10080

W008W007W006

W107

W115W114W113

W224

W223

W222

W221

W220

W219

D112

W223W221W219

1008010080

D112

AA

AA

AA

AAAA

AA

BB

BB

BB

BB

BB

BB

CC

CC

CC

CC

DD

DD

EE

EE

EE EE

EE EE

FF

FF

GG

GG

FF

FF

FF

GG

HH

HH

HH

W205

W204

W207

W105

W106W104

W204

W207

W206

D002W004

W003

W107

W218

W217

W216

W215W213

W214

W211W210W209

W008W007W006

W111W110W109

W115W114W113

W217W215W213

W211W210W209

D002 10080

W010

10080

W008W007W006

W107

W115W114W113

W224

W223

W222

W221

W220

W219

D112

W223W221W219

1008010080

D112

AA

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Pro

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

Front ElevationFront Elevation

Co

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These plans are the property of B&B Builders. They are not to be used for any construction except by express written consent. B&B Builders assumes no liability beyound the production of these plans. All information contained has been exclusively provided by the client and is accepted as is. These plans are not to be used for construction without Structural Engineering to supplant this Architectural set.

B&B Builders and the Drafter assume no legal liability related to these plans or thisproject, and makes no warranties or representations as to these plans to the extent theplans are not followed by the General Contractor of the project. In the event B&BBuilders is chosen as the General Contractor for the project, B&B will follow these plansunless otherwise requested by the owner in writing. The owner must contract with aStructural engineer in the jurisdiction where these plans will be implemented to supplantArchitectural set in order to secure Building Permit, and with all applicable additionalconsultant drawings as required (civil, mechanical, environmental, etc. under separatecontract). It is the responsibility of the General Contractor to study all said plans,opinions, and reports thoroughly, and apply appropriate modifications to these plansafter receiving said plans, opinions and reports. The General Contractor alone isresponsible for any errors or omissions for failure to make appropriate modifications, orfollow these plans. B&B Builders and the Drafter shall not be liable for any failure of theGeneral Contractor to make such modifications to the project and these plans in light ofany potential code, legal, structural or life-safety standard, or the failure to make propermodifications in light of supplemental reports, plans, or drawings. Copyright ownershipof these plans will remain with B&B Builders.

8

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CHECKLISTWindow - Height/HeaderDoor - Height/HeaderGarage - Door Height/HeaderChimney - max finished width of39" (one piece cap)

Metal Soffit and Fascia

Wood Grain Horizontal Siding

Seamless Steel Board & Bat Siding

Trex, Timber Tech or other composite material

Architectural StoneStone VeneerA

StuccoB

Mark Description

C

Exterior Finish Schedule

D

E

F

G

H

I

Board & Bat Siding

Notes

J

K

Horizontal Siding

Composite Deck

Architectural Shingles

Metal Trim

Steel Railing

W101

W001

W203

D201

W202

W201

W102

D201

W201

W002W001

W203

D201

W103

D201

D001

AA

AA

AA

BB

BB

CC

CC

EE

EE

EE

FF

FF

FF

GG GG

HH HH

II

W101

W001

W203

D201

W202

W201

W102

D201

W201

W002W001

W203

D201

W103

D201

D001

W212

W009

W112

W212

W009

W229

W230

W227

W228

W225

W226

D113

W229W227W225

D113

D210W229

W230

D113

D210W229

D113

AA

AA

BB

BB

CC

CC

CC

EE

EE

EE

FF

FF

FF

GG

GG

HH

HH

W212

W009

W112

W212

W009

W229

W230

W227

W228

W225

W226

D113

W229W227W225

D113

D210W229

W230

D113

D210W229

D113

AA

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Pro

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

Co

ntr

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Ele

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Arc

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Left ElevationLeft Elevation

Right ElevationRight Elevation

Ha

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These plans are the property of B&B Builders. They are not to be used for any construction except by express written consent. B&B Builders assumes no liability beyound the production of these plans. All information contained has been exclusively provided by the client and is accepted as is. These plans are not to be used for construction without Structural Engineering to supplant this Architectural set.

9

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Issue Date:

10/9/2018

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Metal Soffit and Fascia

Wood Grain Horizontal Siding

Seamless Steel Board & Bat Siding

Trex, Timber Tech or other composite material

Architectural StoneStone VeneerA

StuccoB

Mark Description

C

Exterior Finish Schedule

D

E

F

G

H

I

Board & Bat Siding

Notes

J

K

Horizontal Siding

Composite Deck

Architectural Shingles

Metal Trim

Steel Railing

W233W232W231

W121W120W119

W233W232W231 W237D209

W236W235W234

W127W126W125

W124

W123W122

W121

W237D209

W236W235W234

W240

W239

W238W237

W128

W240

W239

W238W237

Optional Windows

HH

BB

BB

BB

EE

EE

EE

GG

GG

GG

HHHH

HH

II

II

W233W232W231

W121W120W119

W233W232W231 W237D209

W236W235W234

W127W126W125

W124

W123W122

W121

W237D209

W236W235W234

W240

W239

W238W237

W128

W240

W239

W238W237

AA

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Pro

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

Co

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ral D

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n:

Ha

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10

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Ele

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Ele

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Rear ElevationRear Elevation

Metal Soffit and Fascia

Wood Grain Horizontal Siding

Seamless Steel Board & Bat Siding

Trex, Timber Tech or other composite material

Architectural StoneStone VeneerA

StuccoB

Mark Description

C

Exterior Finish Schedule

D

E

F

G

H

I

Board & Bat Siding

Notes

J

K

Horizontal Siding

Composite Deck

Architectural Shingles

Metal Trim

Steel Railing

3 : 12

2'-6"

2'-6

"2

'-6

"

3'

3'

3'

3'

2'-6

"

2'-6

"

2 : 12

2 : 1

2

2 : 12

2 : 1

2

Roof Scupper & Oversize Downspout to Drain Pipe

Wood Trellis

Insulation

Roof Sheathing

I Joist

Steel Soffit

LVL Sub Fascia

Metal Fascia

2x6 Wall30" - 36"

See Roof Plan

AA

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Pro

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

Co

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Ro

of

Pla

nR

oo

f P

lan

Arc

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ctu

ral D

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n:

B&B Builders and the Drafter assume no legal liability related to these plans or thisproject, and makes no warranties or representations as to these plans to the extent theplans are not followed by the General Contractor of the project. In the event B&BBuilders is chosen as the General Contractor for the project, B&B will follow these plansunless otherwise requested by the owner in writing. The owner must contract with aStructural engineer in the jurisdiction where these plans will be implemented to supplantArchitectural set in order to secure Building Permit, and with all applicable additionalconsultant drawings as required (civil, mechanical, environmental, etc. under separatecontract). It is the responsibility of the General Contractor to study all said plans,opinions, and reports thoroughly, and apply appropriate modifications to these plansafter receiving said plans, opinions and reports. The General Contractor alone isresponsible for any errors or omissions for failure to make appropriate modifications, orfollow these plans. B&B Builders and the Drafter shall not be liable for any failure of theGeneral Contractor to make such modifications to the project and these plans in light ofany potential code, legal, structural or life-safety standard, or the failure to make propermodifications in light of supplemental reports, plans, or drawings. Copyright ownershipof these plans will remain with B&B Builders.

Ha

rke

r D

esig

nH

ark

er

De

sig

n

These plans are the property of B&B Builders. They are not to be used for any construction except by express written consent. B&B Builders assumes no liability beyound the production of these plans. All information contained has been exclusively provided by the client and is accepted as is. These plans are not to be used for construction without Structural Engineering to supplant this Architectural set.

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Roof Plan(1/4" Scale)

Fascia Detail

W240

W128

W240

W239

W238 W237D209

W127 W126 W125

W124

W123 W122

W121

W237D209

W236 W235 W234

D010D009

W233 W232 W231

W121 W120 W119

W233 W232 W231

D013D012D011

12'-6

"

2'-6

"1

0'

1'-0

5/8

"1

0'

1'-0

5/8

"1

6'

9'-1

"

8'-6

"

17'-4

"

9'-8

"

Top of Foundation

Top of Footing

Vaulted Ceiling

1st Floor Elevation 0-0"

1st Floor Ceiling

9' Ceiling 9' Ceiling

8'-6" Ceiling (Vaulted)

Top of Footing

17'-4" Ceiling (Vaulted)

2nd Floor

W240

W128

W240

W239

W238 W237D209

W127 W126 W125

W124

W123 W122

W121

W237D209

W236 W235 W234

D010D009

W233 W232 W231

W121 W120 W119

W233 W232 W231

D013D012D011

AA

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Pro

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

Co

ntr

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Cro

ss

Cro

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Se

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n

Arc

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Ha

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These plans are the property of B&B Builders. They are not to be used for any construction except by express written consent. B&B Builders assumes no liability beyound the production of these plans. All information contained has been exclusively provided by the client and is accepted as is. These plans are not to be used for construction without Structural Engineering to supplant this Architectural set.

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Cross Section 1(1/4" Scale)

1A12

1A12

W224

W223

W222

W221

W220

W219W223 W221 W219

10080 10080

W217

W218

W215

W216

W213

W214

W211 W210 W209

W008 W006

W111 W110 W109

W115 W114 W113

W217 W215 W213

W211 W210 W209

D0021008010080

W008 W006

W115 W114 W113

D204

W205

W204

W207

D106

W105

W106 W104

D204

W204

W206

W207

D002 W004

W003

D003

D106

12

'-6

"

2'-6

"1

0'

1'-0

5/8

"1

0'

1'-0

5/8

"1

6'

Top of Foundation

Top of Footing

Vaulted Ceiling

1st Floor Elevation 0-0"

1st Floor Ceiling

Top of Footing

2nd Floor

W224

W223

W222

W221

W220

W219W223 W221 W219

10080 10080

W217

W218

W215

W216

W213

W214

W211 W210 W209

W008 W006

W111 W110 W109

W115 W114 W113

W217 W215 W213

W211 W210 W209

D0021008010080

W008 W006

W115 W114 W113

D204

W205

W204

W207

D106

W105

W106 W104

D204

W204

W206

W207

D002 W004

W003

D003

D106

AA

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Pro

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

Co

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Cross Section 2(1/4" Scale)

1A13

1A13

Seathing

Insulation

Subfloor

Insulation

Floor Joist

Finish Floor

5/8" Drywall

Stone Veneer

Finish Grade

Foundation

House Wrap

Metal Flashing

Insulation

SubfloorSiding

Insulation

Floor Joist

Finish Floor

5/8" Drywall

Rim Joist

Anchor Bolt

Foundation

House Wrap

Seathing Deck 3" (min) Below

Finish Floor

Wall Sheathing

2x Deck Framing

Simpson Hanger

2x Ledger Board W/

1/2" x 4" Lag Bolts

@ 16" O.C. Staggered

Building Wrap

12" Self Adheasive

Ice & Water Flashing

12" Self Adheasive

Ice & Water Flashing

Building Wrap

3" Tyvek Tape

Typical Wall

2x6 Framing

Insulation

Wall Sheathing

Building Wrap

Subfloor

Floor Joist

Place Fill Flush

W/ Top Of Footing

8" M

in

Asphalt Waterproofing

Compacted Fill

or Undisturbed Soil

Foundation Wall

Pressure Treated Sill Plate

Concrete Footing

Sill Seal

Ancor Bolt

Reinforcing Steel as Required

Finish Grade

Thickened Slab

Garage Door3/4" Slope @ Door Threshold

Compacted Fill

or Undisturbed Soil

Foundation Wall

1/4" Drop @ Apron

Concrete Footing

Reinforcing Steel as Required

Expansion Joint

& Thermal Break

Foundation Wall

Pressure Treated Sill Plate

Concrete Footing

Sill Seal

Ancor Bolt

Reinforcing Steel

as Required

Concrete Slab Concrete Patio

3" Below Floor

2" Rigid Insulation

8" M

in

Asphalt Waterproofing

Compacted Fill

or Undisturbed Soil

Foundation Wall

Pressure Treated Sill Plate

Concrete Footing

Sill Seal

Insulation

5/8" Drywall

Ancor Bolt

2x Treated Botom Plate

Reinforcing Steel as Required

4" Concrete Slab

Finish Grade

HAND RAIL 34"-38"

EQUALLY SPACED RISERS7-3/4" MAX

(comply w/ local building codes)

BASE MOLDINGFINISH FLOORINGPLYWOOD SUBFLOORAT TREAD AND RISERFULL STRINGER

NOTCHEDSTRINGER

MIN HEAD CLEARANCE 6'-8"Balusters Per Code(Evenly Spaced)

Cap & Trim Board

Stair Stringer

Equally Spaced Risers 7-3/4" Max(comply w/ Local Building Codes)

Maintain Min HeadClearance of 6'-8"

Base Board

Hand Rail 34"-38"Above Treads

AA

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

Co

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4A14

4A14

These plans are the property of B&B Builders. They are not to be used for any construction except by express written consent. B&B Builders assumes no liability beyound the production of these plans. All information contained has been exclusively provided by the client and is accepted as is. These plans are not to be used for construction without Structural Engineering to supplant this Architectural set.

Arc

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Arc

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14

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10/9/2018

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01

5A14

5A14

9A14

9A14

Typical Basement Foundation Wall 3A14

3A14

Deck Ledger& FlashingFloor at Foundation

2A14

2A14

1A14

1A14

10A1410

A14

Garage FoundationTurned Down Slab at Garage Doors

Brick or Stone Veneer Flush w/ Sill Plate

Foundation Pony Wall (Walk Out)

6A14

6A14

7A14

7A14

Interior Stair TYP Interior Stair (w/ carpet treads)

No Scale