i garage worrall residence - storage.googleapis.com · randy & d'andrea worrall...

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Title SheetTitle Sheet

Notes & SpecificationsNotes & Specifications

Notes & SpecificationsNotes & Specifications

Site PlanSite Plan

Main Floor PlanMain Floor Plan

Basement Floor Plan & Cross SectionsBasement Floor Plan & Cross Sections

ElevationsElevations

ElevationsElevations

Cross SectionsCross Sections

Roof PlanRoof Plan

3D Views3D Views

Architectural DetailsArchitectural Details

Structural NotesStructural Notes

Foundation PlanFoundation Plan

Main Floor Framing PlanMain Floor Framing Plan

Roof Framing PlanRoof Framing Plan

Structural DetailsStructural Details

Structural DetailsStructural Details

Project DataProject DataLegal Data:Legal Data:

Parcel # RP09N43E222850 Fremont County, Idaho

LYING IN THE N.E. 1/4 N.W. 1/4 SECTION 22 T. 9 N. R 43 E.,

B.M.

Area FootagesArea Footages

Basement

Main Floor

Garage

Unfinished

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 Directory511

1805

1173

206

2316

3695

OwnerOwner

Randy & D'Andrea Worrall

Architectural DesignArchitectural Design

Ken Louder

Worrall ResidenceWorrall 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

Brent Johnson

208-681-6681

[email protected]

Project SuperintendentProject Superintendent

Ryan Johnson

208-681-2681

[email protected]

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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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 1- Please read and comply with these specs whereas the owner and B&B will hold all subcontractors toeverything in this spec. 2- Applicable building codes, specific plan and/or engineering details, schedules and notes supersede theseGeneral notes and specifications. 3- Subs are to comply with all manufactures recommendations 5- Provide and Install all items mentioned or listed in applicable section(s) 7- Upon completion of project an Operation and Maintenance manual is required as well as a written warrantyfor everything supplied. 8- A Pre construction walk before work begins to address any job specific questions is strongly recommended.You are responsible for any and all site conditions. 9- All subcontractors are to schedule and coordinate all inspections for their portion of the work. 10- After walls are painted saws can be set up outside or attached to a shop vac for dust control. 11- Front Door and all Windows are to remain closed and locked at all times. 12- Coordinate and supply all necessary hookups for local utilities if applicable (Electrical, Plumbing, HVAC,etc.) 13- Drinks, food, tools, materials and etc. are not to be placed on window sills or countertops. 14- No pets are allowed on any job-site 15- If you encounter inferior work please stop and notify B&B Builders immediately. Subcontractors will be heldresponsible for covering inferior work. 16- Daily Cleanup is required. If not completed B&B will do so at a fee to the Subcontractor. 17 – We highly recommend that you do your own punch-list before leaving the job. As we find items that needto be corrected we will ask you to fix them. You are responsible to correct all items relating to your work untiloccupied by the owner. Once occupied you are responsible to make any additional corrections at 6 months and12 months during the warranty period. By bidding on this project and signing a contract to perform work on this project you are acknowledging thefollowing: You have read and understand the entire set of plans and specifications The plans are adequate to complete the work The plans do not contain any discrepancy or ambiguity that would interfere with the successful completion ofthe work You will strictly follow and comply with the plans and specifications Any variance from the plans and specifications must be approved in writing Any inadequacy in the plans must be brought to the attention of the contractor in writing You understand the insurance requirements and will provide the proper insurance as required by B&B Project Specific Notes Landscape by Owner Well by Owner (include bury hydrant)Simplisafe Security by Owner 300 Excavation Specifications

Specific Project Details Provide full mechanical compaction at entry porch and garage slab Include Excavation for a 500 gallon buried propane tank and line Include hauling in driveway gravel from offsite (5000 sf) Include prep for exterior concrete slabs (730 sf) Include Septic System & Include Utility Trenches (water line by Well company) Power Line (225 lf) Any larger excavated rock/boulders are to be stock piled on siteInclude Trench for Power to West Parking Pad (180 lf) Include optional price for (1) rain gutter drain pipes with downslope daylight drain point Include Option for French Drain with downslope daylight drain point Top Soil – A min. of 6” top soil from the entire building envelope to be stripped and stockpiled at a locationapproved by General Contractor. At the end of the project include final grading and placement of onsitetopsoil. (Does not include berms for landscaping.)

Building Excavation - In preparation for concrete, all elevations, grading, form layout (with clearance) andproper concrete truck access are to be verified before the excavator leaves the site. Whenever possible thisverification should be completed with the appropriate B&B supervisor. Improper excavation may result incharges 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 footfor Min. distance of 10’. Grades shall be arranged to direct 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 footaway from structure unless noted otherwise.

702 HVAC Specifications Specific Project Details Mitsubishi Mini-Split System with wifi if availble Gas pipe to Fireplace and Grill on Deck Vent Range Hood to Exterior Include Makeup Air for Cooktop Hood per code (required if cooktop exceeds 40,000 BTU’s) Include ERV system with Air Filters 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. Bath Fans –Vent bath fans to exterior with hard metal duct. Vent to slope to the exterior 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 705 Fireplace Great Room Gas Fireplace, REgency P33Screened Porch Wood Burning Stove

Regency Alterra Or Osburn Soho Or Morsoe 6148

707 Plumbing Specifications Complete Plumbing system installed per plans which includes the following. All bids shall be broken into 2parts, fixture list pricing and labor and rough-in materials pricing. Rough in for a soft water loop. InstallDishwasher. Vent penetrations to be minimized and kept on rear of home. At ground rough in install hose bibto water supply for water source during the concrete stage. Submit all plumbing specifications on selectedfixtures 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 butyl caulk be used). Bathroom sink vents are to be offset so vent pipe doesnot interfere with vanity light locations. Water shut off is to be located inside mechanical room in a location thatis easily accessible after the walls are sheet rocked. Cleanout all shavings from drilling holes in all stud bays. Specific Project Details Easy accessible shutoff valvesInstall Washer Box in Hanging area for access Plumb for system to be drained/winterized Duel Flush Wall Mount Toilets in Master and Powder Bath’s Standard Toilet in Basement Include Radon Exhaust Pipe Include Water Softener Include Sediment Well Filter (2) Hose Bibs, Location Shown on Plans (1) H/C Hose Bib in GarageShower Head Height (standard is 6’8” from subfloor) (1) Electric Water Heaters Hot Water Recirculating Pump Master Shower to Use Kerdi Drain No Garbage Disposal Include Lift Pump Foam or use plastic attachment at all building structure penetrations by supply, drain, waste and vent lines 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.) Fixture List (For Bidding Only, verify list prior to rough-in) Kitchen Sink / Faucet Strive 24x18-1/4

Moen 7430 Faucet Island Sink Kohler Vault K-3822-1-NA Vanity Sink / Faucet Kohler 2196-4 Pennington

Moen L4621 Master & Powder Toilet Duel Flush Wall Mount TOTO CWT418 One Piece ElongatedBasement Toilet Kohler 3977 Wellworth Round Front Shower Controls Moen Posi-Temp L2352 Basement Tubs/Faucets 14” Kohler

Laundry Sink / Faucet Swanstone KSSB2522 White Moen 74998

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

Utility trenches – Are to be completed no later than time of backfill and are to be coordinated with onsiteSuperintendent. Water and Sewer Septic system is to be provided and installed including permit & everything 2’ outside of foundation. Includean allowance for a “simple” system. Once a permit is pulled submit a change order before starting work ifneeded. Water trench to be dug and backfilled, water line provided and installed by well company. Trenches backfilledw/ clean dirt (6” encasing). Power / Phone/ Cable Trenches - Dig and backfill all power, phone, and cable trenches (install bedding ifrequired). Include coordination and installation of conduit for Power and Phone. The conduit will be providedby the electrician. Radon Venting System - Inside perimeter of home to have a continuous 4” perforated pipe ran and stubbedup (w/ solid pipe) through mechanical room floor. Each area contained by footings to have separate radonvent. Backfill basement floor with 4” of radon rock. Cover radon rock with min. 6 mil vapor barrier lapped perradon requirements. Concrete Prep - All concrete areas shall be prepped +-1” of grade with onsite material. Structural concrete-fill is to be mechanically compacted or on undisturbed soil. Garage floors to be prepped with 1/4” per footslope towards overhead doors or floor drains if applicable Exterior Concrete Pads - Slope concrete pads minimum 1/4” per foot away from structure. Top of concretepads if adjacent to doors are to be minimum 3” below top of door threshold. Fill to be mechanicallycompacted or on undisturbed soil.

Concrete Steps - Slope concrete steps minimum 1/4” per foot away from structure. Top of concrete stepsare to be minimum 3” below top of door threshold. Fill to be mechanically compacted or on undisturbed soil 401 Building Concrete All structural concrete is to be poured on compacted or native ground. Include final grade prep. Design to be4,000 psi compressive strength, max of 6 slump unless noted otherwise (see structural pages). AirEntrainment of 3 percent maximum. Do not use excessive super plasticizers, calcium chloride or non-chloride accelerators. Excavator is to prepare site to +/- 1", all final grading to be provide by concreteSubcontractor. Specific Project Details Include Concrete Steps and Porch at Entry Include (2) Garage Aprons, Sidewalk and Patio 5" Thick (680 sf) Basement slab will be poured over 2” rigid insulation (provided by others) 5” Thick Garage, Apron and Patio Slabs Include option to seal garage slabs and exterior concrete Garage Floors - 5" Thick, Slope on garage floors to be 1/4” per foot. Dowel floor to stem wall 2’ O.C. at alldoor openings with #4 bar. Include a 3/4" slope at overhead door threshold and an additional 1/4” dropbetween the apron and garage slab to prevent any water backing up into garage. 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) Concrete Steps - Minimum 36” landing. Top of concrete is to be a minimum of 3” belowbottom of door thresholds. Solid concrete construction. Dowel steps into foundations on 16” centers with 5/8”rebar. Treads 12” wide and risers per code. Porch Caps – Minimum 6” slab with thickened edge or frost wall as required, with rebar doweled intofoundation and columns. Basement Floors - 4” thick concrete pad. Control Joints every 10’and at other areas as deemed necessary1/4 depth of slab (max of 144 sf). Floor is to slope to floor drains at ¼” per foot for 4’ minimum in alldirections. 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. Conduit supplied by the Electrician. Waterproofpositive-side of all portions of foundation walls that will be buried with roll on foundation coating. Foundationis to be square, plumb, and true to a line with a maximum allowable variation tolerance of 1/4” in 10’ (max of3/4” overall). Top of walls should be finished such that when placing a 10’ straightedge, resting on a high spotand held level and placed anywhere on the surface, there is not any gap that exceeds 1/4”. Neither shall therebe more than 1/2” difference from the lowest and highest spots on the wall 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” belowbottom 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 as deemed necessary 1/3 depth of slab (max of 144 sf). Sidewalk control joint spacing to match width. Dowel steps, and porches into foundations 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 provide by concrete Subcontractor. Exterior door landings are 7 ¾” max. below top ofdoor threshold.

601 Framing

Specific Project Details Include Tyvek House wrap taped and sealed per mfg. Use Marine Grade plywood at concrete areas such as entry porch Use Advantech Subfloor Plywood Walls OSB Roof

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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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709 Electrical Specifications Complete electrical system per plans to include the following. Install temp pedestal to be operational at time ofconcrete. Coordinate and schedule with local utilities for power hook up. Include Carbon Monoxide Sensorsper 2012 code. Install hardwired appliances. Supply required power to fireplaces, water heaters, furnace’s, A/C’s and etc. per plans and specs. Panels to be Square D (Homeline or QO) and are to have at least 5 sparebreaker spots in each panel for future expansion. House Panel and Meter base to be sized to cover acompletely finished home and have at least 5 spare breaker spots in each panel for future expansion(Minimum 200 Amp), Sub Panel in basement (Minimum 100 Amp). Outlets are to be Pass and Seymore orLeviton. Switches are to be Pass and Seymore or Leviton (Decora). Provide outlet for landscape clock (inTeton Springs this will be an exterior outlet). Decorative lighting is to be provided by Owner or GeneralContractor. Electrical Contractor to provide all Rope light’s, Puck Lights, Can’s, Mono Point, Keyless’,Fluorescent and Under Counter Lighting per plans, all other fixtures supplied by GC or Owner. Box walk is tobe done with owner or superintendent before any rough in work to begin. (Homeowner to verify box locationsbefore wire is pulled). Verify size of door casing with Superintendent to avoid conflicts with electrical boxes. Provide underground conduit from transformer to house and in foundation for power, phone and TV. (If notclear on plan, for purpose of bidding include 100’ of conduit w/ a per foot price). 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 boxoff of the floor. Verify size of base with Superintendent to avoid conflicts with electrical boxes. Electrical boxesunder windows 20” or less from floor to be installed horizontally. Include Basic Doorbell. Decora switchesunless noted otherwise. Minimum of 12 gauge wire. Separate circuits for each of the following; Dishwasherand Disposal, Fridge/Freezer in Garage, Each Bedroom and Lift pump when required. Main room lights andoutlets to be on Separate Circuits. Exterior outlets, dark colored and flush with the siding. (No bubble outlets). Jetted Tub wiring when required. Complete all work in Mechanical room in a way that all walls can be finishedand the ceiling will be exposed. Temp power at rough-in to provide temp lighting (all cans to be working and useable for temp lighting; GC is toprovide and install bulbs for temp lighting). Outlets (min of 3 outlets per level in different rooms and 2 exterioroutlets on different sides of the home). Outlets at overhead doors are to be working. Install 220v outlet atdryer or range (4 prong straight range outlet). Furnaces should be wired and ready to use for temp heat duringconstruction during rough in stage. Specific Project Details 20 Amp exterior outlet for visiting trailer in Garage30 Amp Electrical supplied to west parking pad for visiting trailer (completed for use this summer) One Floor Outlet Sub Panel for Key Items with Conduit to East Side of home (with “T” to Roof & under driveway) for future SolarPanels & Upper Garage for Future Battery Use First Alert or Kidde Smoke/CO2 Alarms Tile Floor Heat in Kitchen and Master Bath to be Suntouch or Schulter, with wifi if available & option for Entry Exterior Outlet near Entry for Future Water Feature Ice melt outlets (2 circuits, Include switch and 110v made up outlet)Lighting to be LED Under counter (HALO HU10MB LED) lights are to be provided by the Electrical Contractor under all uppers inkitchen, laundry and wet bar Bath Fans – Install bath Fan/Light supplied by owner. Venting to be done by HVAC sub 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 Low Voltage Broadband/Phone Wired (uncut) to Wifi Router in Sunroom (main panel location)Cat 6 Cables to (2) TV Locations 802 Roofing Metal standing seam with striations – (note, striations will help control & minimize oil canning, but will noteliminate oil canning)

Bridger Standing Seam, Ash Gray or Slate Gray with Texture Finish (with Striations)Option heavier gauge (24 or 22) Ice & Water Entire RoofInclude Snow Clips and Heat Tape in Rain Gutter area (24' at entry & kitchen)Heat Tape Roof Edge and 24' of Gutter, downspout is chain 803 Windows Casement Style (Marvin Ultrex)Option Alpen Windows Option Anderson 100 Series No Extension Jambs, Drywall Return Jambs Wrap to Window Black or Finish Windows Screened Porch Larsen Storm Door & Porch Windows (darkest color available) 804 Insulation Spec R42 - 2x6 Exterior Walls R26 – 2x4 Basement Walls R52 – Roof R11 Sound batts in Powder Bath Walls & Wall Between Master and Great Room

913 Cabinets The Cabinet contractor will be responsible for cabinet design. It is recommended that in addition to completedesign drawings, a design checklist be used to verify specific design features such as, pull-outs, spice racks,cutting boards, cookie sheet racks and any other specialty items. If an item such as a pull-out or other itemdesired by the owner is desired but was not supplied and a design checklist was not used, it may become thecabinet contractor’s responsibility to make the requested changes at no cost to the owner or B&B Builders. Design checklist should be submitted to the G.C. along with design drawings. Sample doors in each color anddoor style shall be submitted to the G.C. for owner’s approval. Finishes are not to be applied without anapproved door sample. Include cabinet sub tops at granite and tile cabinet top locations. Cabinets to beinstalled after finished flooring as a standard. A count and allowance for cabinet hardware shall be included inbid. Provide heavy duty “Tandem Softclose” guides for stability on pullouts at trash bins, spice racks can useball bearing guides when required due to space restrictions. When installing cabinets cut and reinstall basenext to cabinets. 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 cabinetry before drywall is installed. Include cut out for sinks,faucets and etc. in supplied finish countertops. Cabinets to be installed on a true plane 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. Cabinettops 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 Flat Panel Walnut Cabinets (Laundry can be simpler) Provide (2) sample doors in each color and door style - (1) of the samples (12” x 15”) shall be given to the G.C.Sunroom to Include "L" Shapded Cabinet with Desk & Bookshelf Recroom to Include TV Cabinet Laundry Room will Include Uppers, Sewing Area (Knee Space) and hanging area next to W/D Mud Room To Include Bench, Hooks & Shelf Bench under Stairs in Basement Bar Area to include Built-In Cooler (www.homedepot.com/p/NewAir-23-5-in-18-Bottle-and-60-Can-Dual-Zone-Built-In-Compressor-Wine-and-Beverage-Cooler-AWB-360DB/206311274) Project Draw Schedule for Cabinets 10% after contract awarded 15% after completed and approved Design drawings and Design checklist 20% after approved door and finish samples 30% after approved “installer” drawings 65% after delivery of cabinets 70% after delivery cabinet knobs and pulls 90% after Installation completed 100% upon Punch-List completion (including sales commissions and design fees) 916 Solid Surface, Granite, 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 wheregranite meets another surface (i.e. backsplash against wall, top against cabinetry and etc.) are to be caulkedwith a paintable caulk tinted the color of adjoining surface. Verify that the specified slab can be "grain" or "bookend" matched when either is specified. Include price of slabs at time of bid so owners can look at alternativeswhen looking at slabs. Fissures are acceptable but, cracks are unacceptable and will be replaced at theexpense of the solid surface contractor. Include cut out for sinks, faucets and etc. Subcontractor is to verifythat the sub top material will support the solid surface and any additional reasonable weight (i.e. the weight of aperson standing on the solid surface). Adjoining slabs are to be same thickness and height. Seam glue tomatch slab color. Seam’s to be maximum 1/16” wide. If slabs are not chosen in person submit sample and/orpicture of slab(s) to be used for approval. Coordinate granite backsplash height to allow for electrical outlets,5" min. height. Specific Project Details Silestone or Other Quartz 917 Carpet Prepare floor surface for carpet as required. Fill and sand joints, holes, bumps and cracks in concrete andwood subfloors as needed. Prep floors so carpet tapers to meet adjoining surfaces. Submit Carpet SeamLayout. Pull and re-hang doors in new condition. Trim all loose and long fibers at all seams and edges. Vacuum Floor before Installation of Pad. Glue Pad to sub floor. Vacuum carpet after installation. Carpet master Bedroom 922 Shower Door Enclosures Glass shall be field measured/templated and cut to fit opening. If any support bars or Headers are needed onFrameless doors get approval when bidding. Euro style glass doors and glass shower fixed panels shall useglass clips and shall be frameless. Any required frames or channels must be noted at time of bid and shall beapproved by the contractor prior to install. During field measure/template, subcontractor shall discuss clipsverses frames with owner or GC including potential water leaks and obtain final design approval beforeordering. Specific Project Details Master Shower - Frameless (Euro) Shower Door & Enclosure with Caulk Sealant Standard Color Hardware, Standard 3/8” Glass Short Backing Plate hinges and clear bottom sweep Gaps between glass and adjoining materials to be 3/16” or less 923 Appliance Installation As part of the appliance installation cost, the G.C. shall provide and install a dishwasher “Floor Saver Pan” likethe one at floorsaverpan.com & Dryer Box Cook tops with more than 40,000 BTU’s require an exhaust hood (100 cfm + 100cfm/10,000btu) ExhaustHoods over 400 CFM require makeup air.

805 Overhead Doors Insulated Steel Doors to include; Weather-strip, 3-Button remote, and Belt Drive Operator. With Windows Color - Gray Include (1) Keyless Entry on upper garageFor Lower Basement Doors, maintain 94” Clearance 807 Siding Siding includes all Siding, Soffit, Fascia, Door and Window wraps per plans. Install Soffit perpendicularunless noted otherwise. Include Soffit vents as required by code. Specific Project Details Steel Board & Batten Siding (J&S Sample, Ply Gem Newport Bay, Blue) 26 Gauge Corrugated Galvalume Metal, Non-rusting Installed Horizontal as Shown (Bridger Steel or Equal) Horizontal Ship Lap Siding Metal Soffit & Fascia (12" wide with 2x6 two step fascia design) Rain Gutter Provide Rain Gutter at Entry and Kitchen equal to "Park City Gutters" 815 Masonry Exterior Architectural Stone as Shown Interior Fireplace as Shown 901 Drywall 5/8” Drywall on all Walls and all ceilings. Cleanup Daily (Clean drywall mud from floors, windows, doors,jambs, etc.). Use only USG Brand drywall made in the USA. Hang and fire-tape 5/8” Drywall at TandGCeilings and Walls. Square corner bead for outside corners (verify with G.C.) and Flextrim for all angles (walland 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 befinished. (ex; timbers, bay windows, stairwell, etc.). Submit sample(s) of proposed texture for approval. Specific Project Details Light Santa Fee Texture Drywall Returns at all doors and windows, no casing or extension jambs 902 Finish Carpentry Base – 1x4" S4S MDF or FJ Painted Closet Shelving Case – No Casing Stair Treads - DF 4x12 Timber or option Walnut Stairs Using Single Steel Stringer (see photo, unfinished raw steel)Interior Railing – Cable Railing with Unfinished Steel Posts and Walnut Wood Cap (consider optional prefabpowder coated system if needed) 907 Doors See Door Schedule Entry Door – Thermatru door and Sidelight Interior Main Floor Doors – 8-0, Height, Walnut Veneer Flush Panel Solid CoreInterior Basement Doors – 8-0, Hollow Core 6 Panel Masonite doors (West End collection or similar) 908 Door Hardware Standard Schlage Door Hardware

909 Paint Paint prep work to include; sanding of all stained or painted wood, prior to applying finish. Caulk at all colortransitions. Fill and sand on all paint grade material. Matching filler on all nails holes in stained and wipe allnail holes. Remove and reinstall door weather-strip in new condition. Seal tops, bottoms and behind hingesof all doors w/stain (or paint on paint grade homes). All exterior wood doors to be sealed and finished within 7days of installation with “Old Masters Spar Marine Varnish”. Stain (Paint) and seal all wood window surfaces. Pull and re-hang doors in new condition. Give a 48 hour notice and approve with B&B Builders beforespraying lacquer. Caulk all woodwork to drywall. Stain and seal all thresholds and screens. Paint or Stain allexterior doors, both sides. Paint to include One Coat Primer, Two Coats Paint after texture. Stain to includeone coat Sherwood Stain, Two coats Lacquer. Specific Project Details Stain Main Floor Doors, Beams & Railing cap Paint Walls, Ceilings, Base Molding, Basement Door and Jambs (1) Color Fully painted garage (one color) No Casing, Drywall Returns At Windows and Doors 910 Tile Tile Floors in Laundry, Mud, Entry, Kitchen, Sunroom, Screened Porch & Master Bath Tile Backsplash in Kitchen and Laundry Tile all showers and tubs Master Shower to Use Schluter Shower System with Linier Kerdi Drain Height of tile in showers and tubs (7’o.f.f.) All showers shall receive a recessed soap shelf Schluter Floor Heat in Kitchen, Master Bath and Option for Entry

912 Wood Flooring The flooring contractor shall check and verify the moisture level before installing the floor. Ensure that woodflooring is acclimated and at the correct moisture level for specific wood species. Hickory Hardwood Flooring in Entry Hall, Great Room, & Dining Include Custom 3” Hickory Stair Treads

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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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No Scale

5400

5400

C / W C / W C / W C / W C / W C / W C / W C / W C / W

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

220V

N

14'

22

'29

'

42'

42'

14

'

DRAINAGE DITCH

FROM FIELD

GRAVEL DRIVE

TOP OF RIDGE

DR

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AG

E D

ITC

H F

RO

M F

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D

GR

AV

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DR

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TO

P O

F R

IDG

E

TO

P O

F R

IDG

E

5480'

5485'

5475'

5470'

5465'

5460'

5455'

UndergroundPropane Tank

5000 sfGravel

Driveway

SepticTank

Drain Field

Well

WaterLine

(75 lf)

Con

crete

Apro

n

Park

ing P

ad

30A

MP

Tra

iler

Pow

er

Power Line (225 lf)

Existing Driv

eway

Note: House is LocatedAbout 190' from NearestProperty Line And About370' South of The River

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TOP OF RIDGE

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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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CHECKLISTFounda on/Site Plan andControl Points for Survey

Site Plan(Scale: 1" = 20')

No Scale

DN

DW

REF.

W122

W1

21W

122

W120 W119

W1

17D

110

W1

18W

116

W1

14

W1

11

W1

13

W1

10

W1

12

W1

09

D1

11W

107

W105W104

D1

04

W1

03

D101Sidelight

W10110090

W1

02

D105

D109

2468

D108

D1

07

D112

D1

14

W1

06

D102

D1

06

308

0

D1

03

D113

Van

ity L

igh

tV

anity

Lig

ht

Vanity Light

RCan Fan

RCan Fan

PendantPendant Pendant

R

RR

R

R

RR

RR

R

R R

R

R R R

R

RR

R

2/A62/A6

1/A71/A7

2/A72/A7

2/A82/A8

1/A81/A8

2/A92/A9

1/A61/A6

1/A91/A9

34' 2' 23'-6" 2'

65'-6"

15'-11 1/2" 8'-6 1/2" 9'-6"

4' 4'

1'

9'

14

'1

5'

16

'

55

'

4'-6

"3

'-6"

4'

5'-1

0"

9'-2

1/2

"

10

'2

5'

12

'

55

'

19

'-2 1

/2"

10

'-9 1

/2"

5'-0

1/2

"1

0'

2'3'7'-5 3/4"7'-0 1/4"7'3'-3"3'-9"9'-6"24'-6"

3'28'-6"34'

3'

3'-4"

9'-4"

4'2'-2"

4'-1

0"

3'-1

1 1

/2"

4'-6

"5

'-11

"

10' 13'-6" 2'

2'-2 1/2"3'-5" 10'-6 1/2" 14'-10"

4'

4'

3'-8"

4'-8" 8'

8'-6

"4

'-6"

4'-6

1/2

"

3'-7 1/2"2'-0 1/2"

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

5' 6'

3' 2'

2'-9

"1

1'

2'-3

"

8'

9'-6 1

/2"

5'-2"

2'-5"

3'-4"

2'-4" 2'-4"

14'

4'-1

0"

1'-2"

4'

6'-0 1/2"

5'

5'

5'-3" 4'-9" 8'-4" 5'-2"

1'-8

"4

'-8"

3'-8

"

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

5'

6'-6"

8'-0" X 23'-10"211 SQ FT

15'-8" X 14'-0"227 SQ FT

15'-0" X 24'-0"414 SQ FT

6'-8" X 9'-0"55 SQ FT

14'-0" X 15'-8"214 SQ FT

9'-11" X 9'-0"89 SQ FT

13'-2" X 8'-10"93 SQ FT

10'-11" X 13'-10"150 SQ FT

8'-0" X 8'-8"58 SQ FT

1805 SQ FT

15'-8" X 7'-7"146 SQ FT

12'-5" X 9'-5"117 SQ FT

9'-6" X 9'-8"91 SQ FT

15'-0" X 14'-2"210 SQ FT

4'-11" X 4'-10"24 SQ FT

7'-8" X 8'-0"61 SQ FT

4'-11" X 11'-0"54 SQ FT

2'-4" X 3'-10"9 SQ FT

5'-10" X 4'-4"25 SQ FT

GARAGE

MASTER BDRM

CLOSET

MASTER BATH

SUNROOM

SCREENED PORCH

DINING

GREAT ROOM

KITCHEN

Pa

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LAUNDRY

CLOSET

MUD

Ben

ch &

Co

at H

oo

ks &

Se

lf

DECK

Wall Mount

Wall Mount

POWDER

DECK

Ste

p

SmallWoodBurningStove

Linen w/Hamper

Built-In Base w/Adjustable Shelves

Ca

bin

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Undercounter fridge & Cabinet

Open Treads steel/wood treads

Gas OutletFor Grill

Heatnglo 32" SL-5Slimline

Hood/Vent

Concrete Apron & Sidewalk(280 sf)

Concrete Porch/Step

LIVING AREA

HALL

ENTRY

SHOWER

HARDWOOD FLOOR

HARDWOOD FLOOR

HARDWOOD FLOOR

CARPET

CARPET

Oven/Micro

Knee

Space

HARDWOOD

FLOOR

Be

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6x1

2 B

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Built-In Base w/ TV &Adjustable Shelves

Desk w/ Book Shelves

Door ScheduleLabel Qty Width Height Thickness CommentsD001 1 36 " 96 " 1 3/8"D002 1 30 " 96 " 1 3/8"D003 1 60 " 96 " 1 3/4"D004 1 24 " 96 " 1 3/8"D005 1 60 " 96 " 1 3/8"D006 1 32 " 96 " 1 3/8"D007 1 28 " 96 " 1 3/8"D101 1 42 " 96 " 2 1/4" ThermaTru FiberglassD102 1 32 " 96 " 1 3/8"D103 1 30 " 96 " 1 3/8"D104 1 36 " 96 " 1 3/4"D105 1 30 " 96 " 1 3/8"D106 1 32 " 96 " 1 3/8"D107 1 30 " 96 " 1 3/8"D108 1 30 " 96 " 1 3/8"D109 1 30 " 96 " 1 3/8"D110 1 72 " 96 " 1 3/8"D111 1 144 " 96 " 1 3/8"D112 1 36 " 96 " 1 3/8"D113 1 32 " 96 " 1 3/8"D114 1 34 " 80 " 1 3/4" Larsen Storm Door

Window ScheduleLabel Qty Width Height Top Bottom Area, Standard (sq ft) CommentsW001 1 54 " 60 " 96" 36" 22.5W002 1 42 " 24 " 96" 72" 7.0W122 1 18 " 48 " 92" 44" 6.0W102 1 90 " 24 " 60" 36" 15.0W103 1 90 " 60 " 80" 20" 37.5W104 1 90 " 60 " 80" 20" 37.5W105 1 108 " 72 " 80" 8" 54.0 Larsen Patio Screen/WindowW106 1 72 " 72 " 80" 8" 36.0 Larsen Patio Screen/WindowW107 1 144 " 36 " 148" 112" 36.0W109 1 30 " 82 " 96" 14" 17.08W110 1 60 " 82 " 96" 14" 34.17W111 1 30 " 82 " 96" 14" 17.08W112 1 30 " 36 " 148" 112" 7.5W113 1 60 " 36 " 148" 112" 15.0W114 1 30 " 36 " 148" 112" 7.5W116 1 20 " 82 " 96" 14" 11.39W117 1 20 " 82 " 96" 14" 11.39W118 1 116 " 36 " 148" 112" 29.0W119 1 76 " 24 " 96" 72" 12.67W120 1 60 " 24 " 96" 72" 10.0W121 1 18 " 48 " 92" 44" 6.0W122 1 90 " 78 " 92" 14" 48.75W101 1 24 " 60 " 96" 36" 10.0Totals: 489.03

W/D

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B&B Builders and the Drafter assume no legal liability related to these plans or this project, and makes nowarranties or representations as to these plans to the extent the plans are not followed by the General Contractorof the project. In the event B&B Builders is chosen as the General Contractor for the project, B&B will follow theseplans unless otherwise requested by the owner in writing. The owner must contract with a Structural engineer inthe jurisdiction where these plans will be implemented to supplant Architectural set in order to secure BuildingPermit, and with all applicable additional consultant drawings as required (civil, mechanical, environmental, etc.under separate contract). It is the responsibility of the General Contractor to study all said plans, opinions, andreports thoroughly, 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 make appropriatemodifications, or follow these plans. B&B Builders and the Drafter shall not be liable for any failure of the GeneralContractor to make such modifications to the project and these plans in light of any potential code, legal, structuralor life-safety standard, or the failure to make proper modifications in light of supplemental reports, plans, ordrawings. Copyright ownership of these plans will remain with B&B Builders.

Main Floor Plan(1/4" Scale)

D001

3068

W0

01

W002

D005

10080 10080

D0

02

D0

03

D007 D006 D004

UP

RCan Fan

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2/A62/A6

1/A71/A7

2/A72/A7

1/A81/A8

2/A92/A9

1/A61/A6

1/A91/A9

5'-9" 3' 8'-5" 9'

28'-6"

6'-9 1

/2"

14

'1

5'

14

'8

'

8'-10" 7' 6'-10"

7'2'12'-4 1/2"5'-4"5'-9 1/2"2'

8' 12'-6" 8' 4'

2'-4"

10'-7

1/2

"

4'

8'-6

"3

'-6"

15

'1

'1

2'

9'

1'

7'

14

'1

7'-2

1/2

"9

'-11

1/2

"1

5'-1

0"

25'

24'-6" 9'-6"

19

'-2"

2'-10 1/4"10'-3" 11'-4 3/4" 9'-6"

25

'

4'

2'-1

1"

5'-5 1/2"

3'-3"

16'-7" X 15'-0"270 SQ FT

14'-11" X 23'-8"405 SQ FT

26'-9" X 20'-7"594 SQ FT

5'-0" X 12'-6"63 SQ FT

559 SQ FT

5'-5" X 6'-6"34 SQ FT

11'-3" X 10'-2"126 SQ FT

6'-4" X 21'-1"134 SQ FT

GARAGE

REC ROOM

Post & Beam

MECH

BEDROOM

BATH

GARAGE

STORAGE

Concrete Apron(300 sf)

Concrete Patio(100 sf)

LIVING AREA

SEALED CONCRETE

Built-inShelves

Open stairs

TV & Cabinet

Hose BibLin

en

H/C Hose Bib

D113D113D113D113

D007D006 D007D006

D101 SidelightD112 D101 SidelightD112

30683068

Sidelight

10090

D102Sidelight

10090

D102

1009010090

9'-8

" 8'-4

"

11

'-10

7/1

6"

4'-10

"9'-1 1

/8"

1'-0 5

/8"

9'-8"

3'-4"

Existing Grade

Top of Flloor - Basement-10'-8 5/8"

Top of Footing-14'- 5/8"

Top of Plate9'-1 1/8"

Subfloor - 1st Floor0'-0"

Top of Foundation-1'- 5/8"


Existing Grade

Existing Grade

D113D113D113D113

D007D006 D007D006

D101 SidelightD112 D101 SidelightD112

30683068

Sidelight

10090

D102Sidelight

10090

D102

1009010090

1'

7'-6

"

1'

11

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Basement Floor Plan(1/4" Scale)

Garage Cross Section(1/4" Scale)

Cross Section(1/4" Scale)

1A61

A6

2A62

A6

W105

W104D101Sidelight

W101

10090

W002

10090

3'

4'

4'-10

"9'-1 1

/8"

1'-0 5

/8"

9'-8"

3'-4"







Existing Grade

Existing Grade

AAAA

AABB

BB

CC

CC

CC

CC

CC

DD

EE

EE

EE

FF

GG

GG

W105

W104D101Sidelight

W101

10090

W002

10090

W122

W120W119

1008010080 1008010080

5'

5'

3'

10

'

5'

2'

4'

16' 8'-6"

8'-1 1

/8"

1'-0 5

/8"

9'-8"

3'-4"

Existing Grade

Existing Grade







GGGG

CC

CC

CC

CC

DD

FF

W122

W120W119

1008010080 1008010080

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Front ElevationFront Elevation

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Rear ElevationRear Elevation


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.

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1A71

A7

2A72

A7

Corrugated GLV. Siding 26 Gauge "Bridger Steel" or Equal, Horz. Install

Broad & Batten Siding

Ship Lap Doug Fir or Cedar (Smooth Finish)

Bridger Ash Gray, Textured, with Striations 24 or 22 gauge

With Steel Post & Rail Cable Railing

Metal Fascia & Soffit

w/ Precast Masonry CapArchitectural Stone

Horizontal Siding

A

Composite Deck

B

Mark Description

C

Exterior Finish Schedule

D

E

F

G

H

I

Notes

J

Standing Seam Metal Roof

J&S Sample, Ply Gem Newport Bay, Blue

D111

W107

D114

W106

W001

D003

D111

D114

W106

W001

D003

D110

W118

W116

W114

W111

W113

W110

W112

W109

D111

W107

D003

D110W116W111W110W109

D111

D003

W117D110

W118

W117D110

1/8

"3'

9'-1 1

/8"

1'-0 5

/8"

9'-8"

3'-4"

8'-1

1/8

"

Existing GradeExisting Grade

Existing GradeTop of Flloor - Basement

-10'-8 5/8"






Top of Plate8'-1 1/8" BB

CC

CC

DD

DD

EE

EE

EE

FFFF

D111

W107

D114

W106

W001

D003

D111

D114

W106

W001

D003

D110

W118

W116

W114

W111

W113

W110

W112

W109

D111

W107

D003

D110W116W111W110W109

D111

D003

W117D110

W118

W117D110

W103W103W1029'-1 1

/8"

1'-0 5

/8"

9'-8"

3'-4"

8'-1

1/8

"

Existing Grade

Existing Grade

Existing Grade








AAAA BB

CC

CC CC

EE

EE

EE

EE

GGGG

W103W103W102

AA

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

Co

ntr

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Ele

va

tio

ns

Ele

va

tio

ns

Left ElevationLeft Elevation

Right ElevationRight Elevation


8

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1A81

A8

2A82

A8

Corrugated GLV. Siding 26 Gauge "Bridger Steel" or Equal, Horz. Install

Broad & Batten Siding

Bridger Ash Gray, Textured, with Striations 24 or 22 gauge

With Steel Post & Rail Cable Railing

Metal Fascia & Soffit

w/ Precast Masonry CapArchitectural Stone

Horizontal Siding

A

Composite Deck

B

Mark Description

C

Exterior Finish Schedule

D

E

F

G

H

I

Notes

J

Standing Seam Metal Roof

J&S Sample, Ply Gem Newport Bay, Blue

Ship Lap Doug Fir or Cedar (Smooth Finish)

W122W122W122D105

W122D105

100801008010080 1008010080 100801008010080

4'-2"1' 2'-8" 1'

4'-10

"9'-1 1

/8"

1'-0 5

/8"

9'-8"

3'-4"

Steel MantelTV &

Shelves

Heatnglo32" SL-5Slimline







UnfinishedSteel Panels

W122W122W122D105

W122D105

100801008010080 1008010080 100801008010080

W122W122 W121

W111

W113

W110

W112

W109

W121

W111 W110 W109W103W103W102

3'

1'-4"

W122W122 W121

W111

W113

W110

W112

W109

W121

W111 W110 W109W103W103W102

AA

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Co

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Cro

ss

Cro

ss

Se

ctio

nS

ectio

n


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Cross Section 1(1/4" Scale)

1A91

A9

Cross Section 1(1/4" Scale)

2A92

A9

2 : 12

2 : 1

2

2 : 1

2

1 1

/2 : 1

2

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

2'

5'-3

"

Snow Clips, Heat

Tape & Rain

Gutter This Area

2x6 Tail

INSULATION

2X TRUSS

Drywall

ROOF SHEATING

FasciaSUB FASCIA

Vented Soffitt

ICE AND WATER SHIELDROOFING

METAL DRIP EDGE

AA

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Co

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Pla

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oo

f P

lan

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.


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Roof Plan(1/4" Scale)

Standard Truss (Metal Soffitt & Fascia)No Scale

AA

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3D

Vie

ws

3D

Vie

ws

Seathing

Insulation

Subfloor

Insulation

Floor Joist

Finish Floor

5/8" Drywall

Stone Veneer

Finish Grade

Foundation

House Wrap

Metal Flashing

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 JoistThickened Slab

Garage Door3/4" Slope @ Door Threshold

Compacted Fill

or Undisturbed Soil

Foundation Wall

1/4" Drop @ Apron

Concrete Footing

Reinforcing Steel as Required

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

Siding

2x Wall Framing

Wall Sheathing

Building Wrap

(2) 2x6 Curb

Roof Sheathing

Roofing

Ice & Water Shield

Ice & Water ShieldExtended up wall 18" Min

Roof Counter Flashing

Metal Flashing

2x6 Tail

INSULATION

2X TRUSS

Drywall

ROOF SHEATING

FasciaSUB FASCIA

Vented Soffitt

ICE AND WATER SHIELD

ROOFING

METAL DRIP EDGE

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"

AA

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Co

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4A12

4A12


Arc

hite

ctu

ral

Arc

hite

ctu

ral

De

tails

De

tails

12

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5A12

5A12

9A12

9A12

Typical Basement Foundation Wall

3A12

3A12

Deck Ledger& Flashing

2A12

2A12

1A12

1A12

Roof Curb Flashing @ Siding

Turned Down Slab at Garage Doors

Brick or Stone Veneer Flush w/ Sill Plate

Foundation Pony Wall (Walk Out)

8A12

8A12

6A12

6A12

Standard Truss(Metal Soffitt & Fascia)

Interior Stair

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

No Scale

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