Edgewater 3470 IIA - storage.googleapis.comEdgewater 3470 IIA Address: Idaho Falls, Idaho Signature...
Transcript of Edgewater 3470 IIA - storage.googleapis.comEdgewater 3470 IIA Address: Idaho Falls, Idaho Signature...
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Drawing IndexDrawing IndexA1A1
A2A2
A3A3
A4A4
A5A5
A6A6
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A8A8
A9A9
A10A10
S1S1
S2S2
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Title SheetTitle Sheet
Notes & SpecificationsNotes & Specifications
Site PlanSite Plan
Main Floor PlanMain Floor Plan
Floor PlansFloor Plans
ElevationsElevations
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)
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OwnerOwner
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DesignerDesigner
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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
Project SuperintendentProject Superintendent
Shawn Ferguson
208-221-5261
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
Notes & SpecificationsNotes & Specifications
Notes & SpecificationsNotes & Specifications
Site PlanSite Plan
Main Floor PlanMain Floor Plan
Floor PlansFloor Plans
ElevationsElevations
ElevationsElevations
Roof PlanRoof Plan
Cross SectionCross Section
Architectural DetailsArchitectural Details
Foundation PlanFoundation Plan
Structural NotesStructural Notes
Foundation PlanFoundation Plan
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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220V
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DATA
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N
20' 20'
40'
40'
Electrical Service
Line (50 lf)Water Service
Line (75 lf)
Sewer Service
Line (75 lf)
Gas
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Street
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'
DN
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D110
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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
9'-4" X 3'-1"29 SQ FT
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10'-9" X 15'-7"249 SQ FT
23'-3" X 27'-11"648 SQ FT
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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
SHOWERPOWDER
PORCH
DINING
KITCHEN
Be
nch
& C
oa
t
Ho
oks
Be
nch
& C
oa
t H
oo
ks
MUD
PANTRY
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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Pro
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Scale:1/4"=1'-0"
Co
ntr
acto
r:
Arc
hite
ctu
ral D
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n:
Ma
in F
loo
rM
ain
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.
4
B&
B B
uild
ers
B&
B B
uild
ers
PL
AN
IN
FO
RM
AT
ION
PL
AN
IN
FO
RM
AT
ION
Pla
n Issu
e D
ate
: 1
1/1
5/2
01
8
Arc
h D
24
x 3
6 P
rin
t L
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CO
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RIG
HT
20
11
B&
B B
UIL
DE
RS
Dra
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by:
Issue Date:
11/15/2018
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, Id
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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)
Sig
na
ture
Sig
na
ture
Se
rie
sS
eri
es
2668
W002
W003 W004
W001
2868
2468
W0
05
30
68
2668
2868
2468
24
68
3068 2868
28682868
2468
8880
2468
24
68
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
/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"
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
03
W2
04
D2
10
D2
04
D202
W201W202
D2
08
D2
07
D205 D209
D2
03
D2
01
D206
E3E3
1/A91/A9
2/A92/A9
6'-8
"2
'1
'-1
0"
12
'
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 "
Pa
inte
d S
he
lvin
g
Furnace
Finished Room
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Pro
ject:
Scale:1/4"=1'-0"
Co
ntr
acto
r:
Arc
hite
ctu
ral D
esig
n:
Flo
or
Pla
ns
Flo
or
Pla
ns
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.
5
B&
B B
uild
ers
B&
B B
uild
ers
PL
AN
IN
FO
RM
AT
ION
PL
AN
IN
FO
RM
AT
ION
Pla
n Issu
e D
ate
: 1
1/1
5/2
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8
Arc
h D
24
x 3
6 P
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t L
ayo
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20
11
B&
B B
UIL
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RS
Dra
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by:
Issue Date:
11/15/2018
Ed
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wa
ter
34
70
IIA
Ed
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IIA
Ad
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ss: Id
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2nd Floor Plan(1/4" Scale)
Sig
na
ture
Sig
na
ture
Se
rie
sS
eri
es
Basement Floor Plan (Unfinished)(1/4" Scale)
100120100120
W207W207
100120
W104W106
100120
W104
W103
W106
W105
W128
W202
W104
W101
D10190100
W128
W202
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
Subfloor - 1st Floor
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
BB
BB
BB
BB
BBBB
BB
BB
BB
CC
CC
CC
DD
DD
DDEE
EE
EE
EE
EE
EE
EE
EE
FF
GG
GG
GGGG
GG
GG
GG
GG
GG
II
IIII
II
JJ
JJ
100120100120
W207W207
100120
W104W106
100120
W104
W103
W106
W105
W128
W202
W104
W101
D10190100
W128
W202
W001
W104
W103
W101
D101
W128
W201
D101
W125W127
90100
W128
W201
D101
W125
W124
W127
W126
1008010080
W102
10080
W005
W102
10080
W005
W205
W123
W122
W005
W123
W122
W005
AA
AA
AA
AA
AA
BB BB
DD
DD
DD
DD
DD
DD
EE
EE
EE
EE EE
EE
EE
GG
GG
GG GG
GG
GG
1008010080
W102
10080
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
AA
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ject:
Scale:1/4"=1'-0"
Front ElevationFront Elevation
Co
ntr
acto
r:
Arc
hite
ctu
ral D
esig
n:
Ele
va
tio
ns
Ele
va
tio
ns
Right ElevationRight Elevation
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.
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.
6
B&
B B
uild
ers
B&
B B
uild
ers
PL
AN
IN
FO
RM
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PL
AN
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FO
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Pla
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: 1
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8
Arc
h D
24
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6 P
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CO
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RIG
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Issue Date:
11/15/2018
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Sig
na
ture
Sig
na
ture
Se
rie
sS
eri
es
W121
W003W004
W121
W003W004
W118W119W120
W115
W118
W116
W119
W117
W120
W002
W115
W112W113
W116W117
W114
W002
W109W110W111
D103
W109W110W111
D103
AA
DD
DD
DD
DD
DD
DD
DD
EE
EE
EE
EE
EE
EE
EE
EE
GG
GG
GG
GG
GG
GG
GG
FFFF
FF
W121
W003W004
W121
W003W004
W118W119W120
W115
W118
W116
W119
W117
W120
W002
W115
W112W113
W116W117
W114
W002
W109W110W111
D103
W109W110W111
D103
D106D106
W203W204
W108
D106
W203W204
W108
D106
W203
W107
W203
W107
AADD
DD
DD
DD
EE
EE
EE
EE
EE
GG
GG
GG
GG
GG
FF
FF FF
FF
FF
FF
D106D106
W203W204
W108
D106
W203W204
W108
D106
W203
W107
W203
W107
AA
14
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Ave
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, Id
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---
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Pro
ject:
Scale:1/4"=1'-0"
Co
ntr
acto
r:
Ele
va
tio
ns
Ele
va
tio
ns
Arc
hite
ctu
ral D
esig
n:
Rear ElevationRear Elevation
Left ElevationLeft Elevation
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.
7
B&
B B
uild
ers
B&
B B
uild
ers
PL
AN
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FO
RM
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ION
PL
AN
IN
FO
RM
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Pla
n Issu
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: 1
1/1
5/2
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Arc
h D
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6 P
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t L
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20
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B&
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Dra
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by:
Issue Date:
11/15/2018
Ed
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Sig
na
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Sig
na
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Se
rie
sS
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es
10 : 12
12 : 1212 : 12
12 : 12
12 : 12
12 : 12
10 : 12 10 : 1210 : 12
6 : 12
1'-2"
1'-2
"
1'-2"
1'-4"
1'-4
"
1'-4"
1'-4"
1'-4
"
1'-4"
3'-3"1'-4
"
1'-2
"
1'-2"
1'-2"
1'-2"
10"
10"
10"
10
: 1
2
12 : 12
10
: 1
2
12 : 12
12 : 12 1'-4"
1'-4
"
6"
10"
5'-4"5'-4"
1'-2
"
1'-2"
1'-2
"
AA
14
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Pro
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Scale:1/4"=1'-0"
Co
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acto
r:
Ro
of
Pla
nR
oo
f P
lan
Arc
hite
ctu
ral D
esig
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.
8
B&
B B
uild
ers
B&
B B
uild
ers
PL
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PL
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Pla
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: 1
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Roof Plan(1/4" Scale)
Sig
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Sig
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D207
D108Arch
D207
D108Arch
2468
D108
10
'9
'9
'-1
"
8'-8
"2
0'-1
1/8
"
10
'
9'-1
1/8
"
Subfloor - 1st Floor
Top of Footing
Top of Wall - 1st Floor10'-0"
Top of Wall - 2nd Floor
Subfloor - 2nd Floor
Top of Foundation
D207
D108Arch
D207
D108Arch
2468
D108
W201
D101
W125
W124
W127
W126
W201
26682468
D101W124 W126
W202
D102D107
W101
D101
W202
2668 2868 2868
D102D107D101
D105
D103
D105
D103
12
'3
'-8
"
10
'9
'9
'-1
"
Subfloor - 1st Floor
Top of Footing
Top of Wall10'-0"
Top of Foundation
Subfloor - 1st Floor
Top of Footing
Top of Wall - 1st Floor10'-0"
Top of Wall - 2nd Floor
Subfloor - 2nd Floor
Top of Foundation
W201
D101
W125
W124
W127
W126
W201
26682468
D101W124 W126
W202
D102D107
W101
D101
W202
2668 2868 2868
D102D107D101
D105
D103
D105
D103
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Pro
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Scale:1/4"=1'-0"
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.
9
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oCross Section 1(1/4" Scale)
1A91
A9
Sig
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Sig
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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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4A10
4A10
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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De
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De
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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
Sig
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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.
#4 DOWELS @ 24" O.C.
#4 DOWELS @ 24" O.C.
#4 DOWELS @ 16" 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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Fo
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PL
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PL
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FO
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Pla
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: 1
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Issue Date:
11/15/2018
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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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Sig
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DD
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
AY
TON
, UTA
H 8
4041
PH
ON
E: (
801)
392
-421
1FA
X:
(801
) 392
-294
1