edgewater 3470 iia - storage.googleapis.comedgewater 3470 iia address: idaho falls, idaho signature...

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Drawing IndexDrawing IndexA1A1

A2A2

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S1S1

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Title SheetTitle Sheet

Notes & SpecificationsNotes & Specifications

Site PlanSite Plan

Main Floor PlanMain Floor Plan

Floor PlansFloor Plans

ElevationsElevations


Roof PlanRoof Plan

Cross SectionCross Section

Architectural DetailsArchitectural Details

Foundation PlanFoundation Plan

Project DataProject DataLegal Data:Legal Data:

Idaho Falls, Bonneville County, Idaho

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 Directory2,409 (unfinished)

2,375

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OwnerOwner

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Edgewater 3470 IIAEdgewater 3470 IIA

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

208-681-4681

[email protected]

Project SuperintendentProject Superintendent

Shawn Ferguson

208-221-5261

[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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Title SheetTitle Sheet



Site PlanSite Plan

Main Floor PlanMain Floor Plan

Floor PlansFloor Plans



Roof PlanRoof Plan

Cross SectionCross Section

Architectural DetailsArchitectural Details


Structural NotesStructural Notes


Main Floor Framing PlanMain Floor Framing Plan

2nd Floor Framing Plan2nd Floor Framing Plan

Roof Framing PlanRoof Framing Plan

Structural DetailsStructural Details

Upgrade Op ons3rd Bay GarageCustom Entry DoorFinished BasementConcrete Curb - DrivewayStamped Concrete Pa oCold StorageTheaterBonus RoomConvert Office into Bedroom

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APPLICABLE BUILDING CODES,SPECIFIC PLAN AND/ORENGINEERING DETAILS, SCHEDULESAND NOTES SUPERSEDE THESEGENERAL NOTES ANDSPECIFICATIONS B&B Builders & the drafter doesn’t guaranteethe completeness or accuracy of these plans.The Owner/ Contractor/ and Sub Contractorsare responsible for independent review of theseplans and assume all risk when using theseplans. The Owner, Contractor and SubContractors are responsible to ensure that allcode and structural requirements are meet. Ifany discrepancies or omissions are identified,B&B Builders and the drafter must be notifiedimmediately. GENERAL NOTES - Subcontractors are expected to comply withapplicable building codes, specific plan and/orengineering details, schedules and notes andmanufactures recommendations. - If you encounter inferior work please notifyB&B Builders immediately. Subcontractorswill be held responsible for covering inferiorwork. - Cleanup is required and back-charges mayapply If not completed in a timely manner. - Subcontractors and Suppliers are required toprovide a 12- month warranty. - GC to provide homeowner manual - GC to verify operation of all appliances andequipment - GC to complete home orientation withOwner - GC to complete 6 month & 12 monthwarranty walk EXCAVATION- Strip and stockpile 6" min.top soil to be used at final grading - Provide all excavation and backfill - Backfill with min of 1/2" per foot slope atfinal grade - Garage floor prep with 3/4" crushed (1/4" /foot slope) - Provide full mechanical compaction at porch,garage slab and all exterior concrete - Provide all utility trenches - Driveway prep to include 8" pit run and 3"3/4" crushed - Exterior concrete slab prep with 3/4" crushed+/- 1" (1/4" / foot slope) - Provide final grade using on site material - Provide Water Line & Sewer Line CONCRETE - Include foundation waterproofing - Include concrete steps at entry and garage - Include exterior sidewalk, patio, apron anddriveway - Provide 3/4" Slope at Garage Door Threshold- Provide 1/4" per foot slope on all porches andslabs

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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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FRAMING - Framing shall be squared & plumb on top offoundation wall (may not match foundation) - Tyvek House Wrap installed by a certifiedinstaller per mfg recommendations, includingall door and window flashing - Use pressure treated plywood at concretelandings - Use CDX plywood on exterior walls at allStucco locations - Use #1 Fir Studs, or sort #2 material usingonly reasonably straight material - Install all holdowns and steel brackets asnoted by Truss mfg. & Structural Engineer - Install trusses, including all bracing as pertruss drawings. - Use squash blocking as needed under allpoint loads - Install Exterior Doors & Windows - Install all structural and decorative timbers - Bonus trusses to be framed with 2x6 nailersand sheeted on attic side to allow blown ininsulation - Frame 2x roof curb at all masonry locationsat all head and sidewalls - 2x6 exterior garage walls - Wall framing studs @ 16” O.C. - CDX plywood used under all stuccolocations HVAC - Equipment to be Bryant, Carrier, Lennox,Trane or Approved Equal - 2 Zone system min (zone for each floor) - All supply duct joints to be sealed - 4" thick Merv 8 filter box - 95% efficient, gas furnace - AC, 14 Seer - Heat supply for walk in closets - Exterior vents shall be a similar color toexterior materials & located on side or rear ofhome - Include gas water heater venting - Include Range Hood venting w/ damper &make up air when required (>/= 40,000 BTU's)- Include hard pipe ducts with in-line damperfor all exhaust fans - Dryer Venting, including "Dryer Box" andhard pipe vent sloped to exterior - Include gas lines for Range, Fireplaces &BBQ Grill - Standard grills & registers GAS FIREPLACE - Heat N Glo SL-7X 36" Gas Fireplace, CleanFace with Blower Kit & Brick Liner PLUMBING - Sprinkler Loop - Water Softener Loop - (2) 50 gallon electric water heaters - (3) No Freeze Sill Faucet with 3/4" supply - 1/2 HP Badger 5 Disposal - Clean-out's set above Baseboard - Supply hard/Cold water to ice maker andkitchen sink - 3/4" supply to all master bath tub - Minimize roof penetrations and locate to rearof home

Fixtures Kitchen Sink – Blanco B441599 & Moen 7882SRS Powder Bath Sink - Proflo PF1714UA & Moen Eva6410BN Toilet - Kohler 3978 Elongated Laundry Sink – Blanco 441398 & Moen 6145 Master Bath Sink - Proflo PF1812U & Moen Eva T943BN Shower – Brantford T2252EBN & 3667EPBNClaw Foot Tub – Randolph Morris RMJ155 &RMJ5SPF-BN Deck Mount Tub -ProFlo 72x36 & MoenT943BN Toilet – Kohler 3978 Elongated Baths Sink - Proflo PF1714UA & Moen Eva6410BN Tub & Shower – 14” Deep Tub & Moen EvaT2133BN Shower - Moen Eva T2132BN Toilet – Kohler 3977 Round Upgrade Options - Hot Water Recirculating Pump - Water Softener ELECTRICAL - Set-up and install temp power - Electrical Service as required (200 amp min) - Smoke and CO2 detectors as required - Electrical power to all equipment and appliances- Switches to be "Decora" style - Outlet for sprinkler clock - Provide recessed can lights, under cabinet lightsand rope lights - Standard Bath Fan - (8) Dimmer Switches - (2) Floor Outlets - 6” Recessed Cans - Under Cabinet Lights (Kitchen & Laundry) - Bath Fan, Recessed Can/Fan - Built-in Vac power - Night lights LOW VOLTAGE - Network panel in Mechanical room - (2) Cat6 and (1) RG6 from outside service tomech room - (4) home run locations from network panel (2)Cat6 and (1) RG6 SMART HOME - (3) pair blue tooth speakers - WiFi Thermostats - (4) USB outlets - WiFi Overhead Door or Deadbolt

ROOFING - Architectural Shingle, Owens CorningOakridge, GAF Timberline HD or - 50 year non-prorated lifetime MFG warranty - Dry-in with synthetic underlayment - Continuous ridge vent - High profile ridge caps - All appropriate roof flashing, counterflashing and trim including all side and headwall flashings, masonry curb and ledgerflashings, and "Kick Out" flashing - Ice & Water Shield, from eaves 24" past wall - Ice & Water Shield all valleys - 3’ wide - Ice & Water Shield 2’ up side walls and headwalls WINDOWS - Andersen 100 Series or Pella fiberglasswindows - Low E Glass INSULATION - R-24 Exterior Wall - R-19 Basement Wall - Foam all doors and windows & exteriorpenetrations - R-30 Rim Joist - R-24 Knee Walls - R-48 Ceilings - R-19 Garage Walls - R-19 Garage Ceiling OVERHEAD GARAGE DOORS - Insulated doors with operator - Carriage Style w/ Windows - (1) Keyless Entry - Matching Weatherstrip - Oversize Doors (10x8) SIDING - Metal Fascia, and Vented Soffit (vented percode) Metal soffit to all be “center vent” - Metal Frieze/Crown Molding MASONRY - Brick including sill and lintel details STUCCO - Hard Coat stucco system (no EFIS) - Smooth euro texture finish (no silica sand) DRYWALL - 5/8" Sheetrock - 5/8" Denshield in all tub/shower/wetlocations - Walls & ceilings to receive Santa Fe texture - Fully Finished garage

FINISH CARPENTRY - Set Doors level & plumb (may not be flushwith wall) - 5" MDF Baseboards - 3" MDF Casing - No MDF Baseboard in bathrooms (tile orwood base) - Custom paint grade closet shelving - SST closet rods - Battic, attic access door DOORS - Entry Door - Thermatru or equal - Exterior Doors, Thermatru or equal - Standard Hollow Core interior doors - Heavy duty SGS 3 1/2" residential hinges(match hardware) - Custom Entry Door DOOR HARDWARE - Entry Door - $300 Allowance - Exterior Doors - $175 Allowance - Interior Doors - $45 Allowance PAINT & STAIN - Standard 3 Color (wall, ceiling, doors & trim)- Include primer & (2) coats paint - Closet to be (1) color - Prep work including filling sanding andcaulking all moldings to wall and at all colortransitions - Paint lines must be clean and straight - Door and Trim finish to be completed on-siteunless otherwise approved - Door tops and bottoms must be sealed - See Finish Carpentry List - Finished Garage (1) color TILE - All Tub & Showers - Shower lids to be tile - Tile Kitchen backsplash - Verify tile pattern before install - Shower curbs to be concrete and sloped toshower - Use matching caulk to caulk tile to walls,cabinets or other materials - Denshield for shower walls provided byDrywall subcontractor

CABINETS - Cabinet Subcontractor is responsible forcabinet design - Sample doors showing color and style are tobe provided by the cabinet subcontractor andmust be approved by owner - Include a knob and pull allowance - Include final installation of baseboard atcabinet locations - Include matching vanity mirrors - Standard material and colors - Raised panel doors and drawers (no flatpanel drawers without written approval) - Range Hood with removable panel(s) - Cabinets with glass doors to have matchinginteriors - 3" Crown - Stained - Maple Melamine interiors - Fridge panels to be same depth as fridge(when possible) - Soft Close drawer and door hardware - Undermount drawer hardware - Larger Crown molding - Closed toe end panels - Raised end panels to match door style - Dovetail joints on drawers SOLID SURFACE COUNTERTOPS - Series 1 Granite APPLIANCES - Include a Dishwasher pan - Cook tops >/= 40,000 BTU's require makeup air - Exhaust hoods over 400 CFM requiremake up air- Vented Range Hood

P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L

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3,000 sf Asphalt Driveway

550sf Concrete Patio

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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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CHECKLISTWater/Sewer/Sep cElectricGas/Propane

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Site Plan(Scale: 1" = 10')

Scale: 1" = 10'

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14'-1" X 13'-2"185 SQ FT

9'-8" X 4'-8"45 SQ FT

2375 SQ FT

18'-0" X 22'-11"413 SQ FT

14'-6" X 18'-1"237 SQ FT

3'-8" X 5'-6"20 SQ FT

6'-10" X 5'-0"34 SQ FT

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10'-9" X 15'-7"249 SQ FT

23'-3" X 27'-11"648 SQ FT

14'-9" X 25'-5"375 SQ FT

13'-8" X 10'-11"148 SQ FT

12'-2" X 15'-9"166 SQ FT

12'-2" X 9'-9"118 SQ FT

5'-6" X 16'-9"92 SQ FT

12'-2" X 6'-6"78 SQ FT

Fridge

Concrete Patio (550sf)

w/ Wood Wainscott

Trey Ceiling

w/ Crown Molding

& Rope Light

Decorative

Columns

Decorative

Columns

Drywall Panel

LIVING AREAGARAGE

LAUNDRY

ENTRY

GREAT ROOM

OFFICE

MASTER BDRM

MASTER BATH

CLOSET

CLOSET

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PORCH

DINING

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Oven &

Microwave

GARAGE

14' Ceiling

10' Ceiling

20' Ceiling

Concrete Steps

Window ScheduleLabel Floor Width Height Top CommentsW101 1 48 " 84 " 172"W102 1 30 " 60 " 96"W103 1 30 " 54 " 92"W104 1 30 " 30 " 122"W105 1 30 " 54 " 92"W106 1 30 " 30 " 122"W107 1 42 " 54 " 96"W108 1 24 " 42 " 96"W109 1 30 " 78 " 96"W110 1 36 " 78 " 96"W111 1 30 " 78 " 96"W112 1 30 " 24 " 36"W113 1 72 " 24 " 36"W114 1 30 " 24 " 36"W115 1 30 " 96 " 134"W116 1 72 " 96 " 134"W117 1 30 " 96 " 134"W118 1 30 " 60 " 196"W119 1 72 " 60 " 196"W120 1 30 " 60 " 196"W121 1 120 " 72 " 96"W122 1 60 " 66 " 96"W123 1 24 " 42 " 96"W124 1 30 " 54 " 74"W125 1 30 " 30 " 104"W126 1 30 " 54 " 74"W127 1 30 " 30 " 104"W128 1 30 " 48 " 189"

Door ScheduleLabel Width Height CommentsD101 84 " 108 "D102 36 " 96 "D103 36 " 96 "D104 32 " 96 "D105 30 " 96 "D106 72 " 96 "D107 34 " 96 "D108 72 " 96 " French DoorsD109 28 " 80 "D110 32 " 96 "D111 30 " 80 "D112 28 " 80 "D113 30 " 96 "

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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.

CHECKLISTWindow - Height/HeaderDoor - Height/HeaderPa osConsider Floor Can lever Insula on

Main Floor Plan(1/4" Scale)

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2668

W002

W003 W004

W001

2868

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W0

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30

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2668

2868

2468

24

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3068 2868

28682868

2468

8880

2468

24

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UP

1/A91/A9

2/A92/A9

9'-6"9'-6"14'

16'-6 1/2" 2'

15

'1

4'

14

'

3'-6

"8

'-9

"2

'-8

"2

'-9

"

14'-7 1/2"

14'-7 1/2" 24'-9"

4'-1 1/2" 4'-5 1/2" 11'-7" 14'-8" 3'-7 1/2"

7'-0 1/2"6'-3 1/2"5'-10"5'-8"19'14'

57'-10"

20'

8'

5'-1

0 1

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4'-7

"4

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1/2

"1

8'-1

1/2

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"

40

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1/2

"

2'

6'-2

"3

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"5

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1/2

"3

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0"

4'-1

1/2

"1

8'-1

1/2

"

28

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1/2

"

28

'-7

1/2

"4

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0 1

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1'-6

"

43

'2

6'-5

"2

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0 1

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75

'-8

1/2

"

3'-5

"4

3'

2'

9'-0 1/2" 9'-0 1/2"

38'-5 1/2"

39'-4 1/2"

1'-8"12'-6"

15

'1

4'

14

'-8

"

11'-5 1/2" 2'-8" 1'-10" 5'-1" 5'

7'-3 1/2" 4'-8" 3'-6" 3'-10" 6'

3'-1

0"

1'-7

"1

1'-4

"

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

4'-8" 4'-8"

11'-7" X 16'-9"207 SQ FT

10'-3" X 3'-4"34 SQ FT

38'-1" X 28'-0"1022 SQ FT

18'-0" X 22'-4"399 SQ FT

17'-5" X 13'-7"235 SQ FT

17'-5" X 13'-8"214 SQ FT

13'-2" X 13'-6"134 SQ FT13'-9" X 11'-6"

141 SQ FT

29'-1" X 5'-1"122 SQ FT

13'-1" X 13'-7"177 SQ FT

11'-11" X 16'-9"212 SQ FT

8'-5" X 3'-9"32 SQ FT

8'-1" X 3'-9"30 SQ FT

8'-5" X 3'-6"29 SQ FT

3'-7" X 5'-1"18 SQ FT

GARAGE

STORAGE

STORAGE

MECH

BEDROOM 4

REC ROOM

UNFINISHED

COLD STORAGE

STORAGE

UNFINISHED

UNFINISHED

BEDROOM 5

CLOSET

HALL

CLOSET

CLOSET

BATH 2

SHOWER

UNFINISHED

Window ScheduleLabel Floor Width Height Top CommentsW001 0 48 " 48 " 130"W002 0 90 " 60 " 90"W003 0 48 " 60 " 90"W004 0 48 " 60 " 90"W005 0 30 " 42 " 90"

DN

W2

05

W2

06

W2

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W2

04

D2

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D2

04

D202

W201W202

D2

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D2

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D205 D209

D2

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D2

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D206

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1/A91/A9

2/A92/A9

6'-8

"2

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12

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7'-2

"6

'-8

"6

'-1

1"

7'-1

"

13'-10 1/2" 4'-8" 4'-11 1/2" 4'-8" 6'-6" 4'-8" 7'-2" 7'-4"

9'-0 1/2"9'-0 1/2"

6'-2" 14'-8"

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

5'-1

1/2

"5

'4

'

11'-8" 2'-6"5'-1 1/2"

4'

4'-3

"

18'-0" X 22'-11"413 SQ FT

13'-4" X 13'-4"194 SQ FT

4'-4" X 9'-4"40 SQ FT

24'-4" X 5'-1"105 SQ FT

6'-0" X 3'-7"21 SQ FT

6'-2" X 13'-4"81 SQ FT

11'-2" X 13'-2"156 SQ FT

4'-4" X 9'-4"40 SQ FT

13'-8" X 13'-4"199 SQ FT

14'-1" X 7'-10"111 SQ FT

MECH/STORAGE

BEDROOM 3

BEDROOM 2

BEDROOM 1

BATH 1BALCONY

OPEN BELOW

CLOSET

CLOSET

CLOSET

Vaulted Ceiling

9' Ceiling

Window ScheduleLabel Floor Width Height Top CommentsW201 2 72 " 78 " 108"W202 2 48 " 54 " 96"W203 2 54 " 48 " 80"W204 2 54 " 48 " 80"W205 2 24 " 30 " 80"W206 2 32 " 48 " 80"W207 2 30 " 48 " 169 3/8"

Door ScheduleLabel Width Height CommentsD201 28 " 80 "D202 32 " 80 "D203 32 " 80 "D204 60 " 80 "D205 32 " 80 "D206 28 " 80 "D207 30 " 80 "D208 30 " 80 "D209 32 " 80 "D210 28 " 80 "

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Finished Room

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2nd Floor Plan(1/4" Scale)

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Basement Floor Plan (Unfinished)(1/4" Scale)

100120100120

W207W207

100120

W104W106

100120

W104

W103

W106

W105

W128

W202

W104

W101

D10190100

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W001

W104

W103

W101

D101

W128

W201

D101

W125W127

90100

W128

W201

D101

W125

W124

W127

W126

12'

3'-8

"

10'

9'

9'-1

"

Subfloor - 1st Floor

Top of Footing

Top of Wall10'-0"

Top of Foundation


Top of Footing

Top of Wall - 1st Floor10'-0"

Top of Wall - 2nd Floor

Subfloor - 2nd Floor

Top of Foundation

AA

AA

AA

AA

AA

AA

AA

BB

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BB

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BBBB

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CC

CC

CC

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W105

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W104

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W101

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W128

W201

D101

W125

W124

W127

W126

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W102

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W005

W102

10080

W005

W205

W123

W122

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W123

W122

W005

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W102

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W005

W102

10080

W005

W205

W123

W122

W005

W123

W122

W005

Metal Frieze Molding

Certainteed (Teak) Pre-Finished Soffit

8" Metal Frieze/Crown Molding

Brick Sill

Brick Lintel

Brick VeneerA

B

Mark Description

C

Exterior Finish Schedule

D

E

F

G

H

I

Notes

J

K

L

Metal Fascia & Soffit

Window Boxes

Painted Shutters

Concrete Paver Porch & Steps

Architectural Shingles

Soilder Course

Stucco Smooth Santa Fe - Hard Coat System

10" Wide 2-Step Fascia & Vented Soffit

Metal Rain Gutter

Porch Ceiling

Owens Corning Duration "Lifetime" or Equal

Optional Upgrades

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Right ElevationRight Elevation

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W115

W118

W116

W119

W117

W120

W002

W115

W112W113

W116W117

W114

W002

W109W110W111

D103

W109W110W111

D103

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W115

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W116

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W117

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W116W117

W114

W002

W109W110W111

D103

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D103

D106D106

W203W204

W108

D106

W203W204

W108

D106

W203

W107

W203

W107

AADD

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W108

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W108

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Left ElevationLeft Elevation

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12 : 12

12 : 12

10 : 12 10 : 1210 : 12

6 : 12

1'-2"

1'-2

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1'-2"

1'-4"

1'-4

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1'-4"

1'-4"

1'-4

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1'-4"

3'-3"1'-4

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1'-2

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1'-2"

1'-2"

1'-2"

10"

10"

10"

10

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5'-4"5'-4"

1'-2

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1'-2"

1'-2

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Roof Plan(1/4" Scale)

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Top of Footing

Top of Wall10'-0"

Top of Foundation


Top of Footing




Top of Foundation

W201

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1A91

A9

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Cross Section 2(1/4" Scale)

2A92

A9

2x Wall Framing

Wall Sheathing

Building Wrap

(2) 2x6 Curb

Roof Sheathing

Roofing

Ice & Water Shield

Masonry

Ice & Water ShieldExtended up wall 18" Min

Roof Counter Flashing

Metal Flashing

Seathing

Insulation

Subfloor

Insulation

Floor Joist

Finish Floor

5/8" Drywall

Stone Veneer

Finish Grade

Foundation

House Wrap

Metal Flashing

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

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

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 @ Each Tread)

Stair Skirt Board

Stair Skirt Board

Wood Stair Treads

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

2x6 Tail

BLOWN ATTICINSULATION

2X TRUSS

Drywall

ROOF SHEATING

FasciaSUB FASCIA

Vented Soffitt

ICE AND WATER SHIELDSHINGLES

METAL DRIP EDGE

Simpson H2.5or Equal

AA

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Pro

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

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4A10


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5A10

5A10

Typical Basement Foundation Wall

Masonry Roof Curb Flashing

3A10

3A10

2A10

2A10

1A10

1A10

Roof Curb Flashing @ Siding

Turned Down Slab at Garage Doors Brick or Stone Veneer Flush w/ Sill Plate

8A10

8A10

6A10

6A10

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Interior Stair

TYP Interior Stair (w/ wood treads)

Standard Truss(Metal Soffitt & Fascia)

7A10

7A10

No Scale

BB

Simpson Strong-TieSTHD14RJ STRAP

FROM

CORNER1/2" MIN.

SINGLE POURRIM JOIST

INSTALLATION

FLOOR JOISTDEPTH + 3"

ONE #4REBAR INSHEAR CONE

NAILEDPORTION

AA30" MINIMUMREBAR LENGTH

SINGLE POURCORNERINSTALLATION

Simpson Strong-TieSTHD14 STRAP

CORNER

CORNEROF STRAP TODISTANCE

FROM EDGE

ONE #4REBAR INSHEAR CONE

12" MINIMUMREBAR LENGTH

CC

ENDLENGTH

LENGTH

CLEARSPAN

ENDLENGTH

PROVIDE MINIMUM 1" END DISTANCE

EQUAL NUMBER OF SPECIFIED NAILS IN

EACH ENDDOUBLE 2x TRIMMERS(TOP & BOTTOM)

TOTAL

Simpson Strong-Tie

MST48 STRAP

28

DD

HDU8 SSTB28

8"

5- #4 BARS

7- #4 BARS

4- #4 BARS

6- #4 BARS

8"

8"

#4 DOWELS @ 24" O.C.




8"

8"

MINIMUMTHICKNESS

REINFORCINGVERTICAL HORIZONTAL

CONCRETE WALL SCHEDULE

#4 DOWELS @ 24" O.C. 2- #4 BARS

STEEL ATOPENINGS

ABOVE:2- #4 BARS

EACH SIDE:1- #4 BAR

BELOW:1- #4 BAR

REMARKS

NOTES:

1. FOR WALLS WITH ONE MAT OF STEEL, VERTICAL STEEL TO BE PLACED IN CENTER OF WALL AND EXTEND TO WITHIN THREE INCHES OF THE TOP OF THE WALL.DOWELS OF #4 BARS TO MATCH VERTICAL STEEL PLACEMENT SHALL BE PROVIDED IN THE FOOTING EXTENDING 24 INCHES INTO THE FOUNDATION WALL.

2. ONE HORIZONTAL BAR SHALL BE LOCATED IN THE TOP 4", ONE BAR IN THE BOTTOM 4" AND THE OTHER BARS EQUALLY SPACED. CORNER REINFORCING SHALL BEPROVIDED SO AS TO LAP 24".

3. BARS SHALL BE PLACED WITHIN 2" OF OPENINGS AND EXTEND 24" BEYOND THE EDGE OF THE OPENING. VERTICAL BARS MAY TERMINATE 3" FROM THE TOP OFTHE CONCRETE.

4. PLACE 1/2" x 10" ANCHOR BOLTS AT 32" O.C. IN TOP OF ALL WALLS TO RECEIVE SILL PLATES. CAST ANCHOR BOLTS A MINIMUM OF 7" INTO CONCRETE. USE3"x3"x1/4" WASHERS ON ALL ANCHOR BOLTS. EACH WALL SEGMENT MUST HAVE 2 ANCHOR BOLTS MINIMUM.

5. LINTEL DEPTH SHALL BE 2" FOR EACH FOOT OF OPENING WIDTH, MIN. 6".

TOP EDGESUPPORT

WALLHEIGHT

2'-0"

4'-0" None

6'-0"

8'-0"

9'-0"

FLOOR OFROOF

DIAPHRAGM

9'-6"9'-6"14'

16'-6 1/2" 2'

15

'1

4'

14

'

3'-6

"8

'-9

"2

'-8

"2

'-9

"

14'-7 1/2"

14'-7 1/2" 24'-9"

4'-1 1/2" 4'-5 1/2" 11'-7" 14'-8" 3'-7 1/2"

7'-0 1/2"6'-3 1/2"5'-10"5'-8"19'14'

57'-10"

20'

8'

5'-1

0 1

/2"

4'-7

"4

'-1

1/2

"1

8'-1

1/2

"1

'-6

"

40

'-8

1/2

"

2'

6'-2

"3

'-1

"5

'-4

1/2

"3

'-1

0"

4'-1

1/2

"1

8'-1

1/2

"

28

'-7

1/2

"

28

'-7

1/2

"4

'-1

0 1

/2"

1'-6

"

43

'2

6'-5

"2

'-1

0 1

/2"

75

'-8

1/2

"

3'-5

"4

3'

2'

9'-0 1/2" 9'-0 1/2"

38'-5 1/2"

39'-4 1/2"

1'-8"12'-6"

15

'1

4'

14

'-8

"

11'-5 1/2" 2'-8" 1'-10" 5'-1" 5'

7'-3 1/2" 4'-8" 3'-6" 3'-10" 6'

3'-1

0"

1'-7

"1

1'-4

"

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

4'-8" 4'-8"

F-1F-1

F-1F-1

F-1F-1

F-1F-1

F-1F-1

F-1F-1

F-1F-1

F-1F-1

F-1F-1

F-1F-1

F-2F-2

F-2F-2

F-2F-2

F-2F-2

F-2F-2

F-2F-2

F-2F-2

F-2F-2

F-2F-2

F-2F-2

F-2F-2

F-2F-2

F-2F-2

F-1F-1

AA

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

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Issue Date:

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CHECKLISTShow Door Width cutout +3" to door widthFounda on StepsAdd Founda on Hatch to Door OpeningsVerify stone column foo ng/column detailFounda on Corner Measurements

No Scale

Foundation Plan(1/4" Scale)

LenghtSize Spac.- -

3

4

None

NOTES:

1. PLACE ALL FOOTING REINFORCING 3" FROM BOTTOM OF FOOTING WITH 3" CLEAR ON SIDES UNLESS NOTED OTHERWISE

Length Thick Crosswise Reinforcing

F-4F-4

F-5F-5

#4

#4

WidthNo.

Mark

FOOTING SCHEDULE

Lenght2'-0"

3'-0"

4'-0"

Size Spac.Cont. 10"

10"

10" 3'-6"

2'-6"

Req'd - -

EVEN

EVEN

No.Lengthwise Reinforcing

2

3

4

Even

Even

Even

Remarks

#4

#4

#4 Cont.

2'-6"

3'-6"

F-1F-1

4'-0"

3'-0"

- - None2'-6" Cont. 10" Req'd - - 2 Even#4 Cont.F-2F-2

Sig

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2) THE FOUNDATION CONTRACTOR SHALL PLACE ALL HOLDDOWNSTRAPS TO LINE UP WITH A CORNER, WINDOW OR DOOR JAMB STUDIN THE FRAMED WALL DIRECTLY ABOVE.

1) ANCHOR ALL HOLDDOWNS THROUGH A MINIMUM OF (2) 2 x STUDS.

AA

Simpson HDU8 w/SSTB28

Simpson STHD14RJ HolddownBB

Simpson MST48 StrapCC

HOLDDOWN & STRAP SCHEDULE

Simpson STHD14 Holddown

Mark Description

S2

SIL

VE

RP

EA

K

EN

GIN

EE

RIN

G

177

E A

NT

EL

OP

E D

R. #

BL

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TON

, UTA

H 8

4041

PH

ON

E: (

801)

392

-421

1FA

X:

(801

) 392

-294

1

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