SHEET #1 - RENDERING - Learning · PDF filea. posts, beams, headers, joists, and rafters to be...

NOTE:RENDERINGS ARE NOT TO SCALE; ALL RENDERINGS ARE FOR ARTISTIC DEPICTION ONLY. PLAN UPDATES MAY NOT BE REFLECTED IN RENDERINGS. RENDERINGS SHALL NOT BE USED FOR CONSTRUCTION.

Sheet # 1

While great care and effort has been taken in the designing, detailing, and checking for errors of these plans, SC Consulting LLC cannot guarantee against human error. Owner(s) general contractor, and sub-contractors are responsible to verify all dimensions, materials of construction, and compliance with federal, state, and local governing laws, regulations, and building codes before beginning construction.

Scale: 1/8" = 1'

[email protected]

Contact: Scott Corbat

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SHEET #1 - RENDERINGSHEET #2 - CONSTRUCTION NOTESSHEET #3 - DESIGN NOTESSHEET #4 - DESIGN NOTESSHEET #5 - SITE PLANSHEET #6 - FOUNDATION PLANSHEET #7 - MAIN FLOOR PLANSHEET #8 - UPPER FLOOR PLANSHEET #9 - FRONT ELEVATION

SHEET #10 - REAR ELEVATIONSHEET #11 - RIGHT ELEVATIONSHEET #12 - LEFT ELEVATIONSHEET #13 - LEFT TO RIGHT CROSS SECTIONSHEET #14 - FRONT TO BACK CROSS SECTIONSHEET #15 - CONSTRUCTION DETAILSSHEET #16 - CONSTRUCTION DETAILSSHEET #17 - SCHEDULESSHEET #18 - SCHEDULES

CARPENTRY:

SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F. #2 OR BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL HANGERS AND NAILS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE SIMPSON Z-MAX HANGERS OR STAINLESS STEEL. ALL SHEAR WALL SHEATHING NAILS SHALL BE COMMON NAILS ALL FRAMING NAILS SHALL BE COMMON NAILS. OR HOT DIPPED GALVANIZED BOX NAILS. FRAMING NAILS SHALL BE PER IBC TABLE 2304.9.1 OR IRC TABLE R602.3(1).

PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF "U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANELS ENDS AND EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.

ALL ROOF SHEATHING AND SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE-AND-GROOVE, OR HAVE EDGES SUPPORTED BY PLYCLIPS. SHEAR WALL SHEATHING SHALL BE BLOCKED WITH 2X FRAMING AT ALL PANEL EDGES. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS TO CONFORM WITH IRC TABLE R602.3(1).

PROVIDE BRIDGING IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. JOISTS AND BRIDGING SHALL BE CAPABLE OF RESISTING THE WIND UPLIFT NOTED ON THE DRAWINGS. THE JOIST MANUFACTURER SHALL VISIT JOB SITE AS REQUIRED AND VERIFY THE PROPER INSTALLATION OF JOISTS IN WRITING TO THE ARCHITECT/ENGINEER. PREMANUFACTURED WOOD JOIST ALTERNATES WILL BE CONSIDERED, PROVIDED THE ALTERNATE IS COMPATIBLE WITH THE LOAD CAPACITY, STIFFNESS, DIMENSIONAL, AND FIRE RATING REQUIREMENTS OF THE PROJECT, AND IS ICBO APPROVED.

LUMBER SPECIES:A. POSTS, BEAMS, HEADERS, JOISTS, AND RAFTERS TO BE SPF#2 OR BETTER

B. SILLS, PLATES BLOCKING, AND BRIDGING TO BE SPF-#2.

C. ALL STUDS TO BE SPF#2 OR BETTER.

D. PLYWOOD SHEATHING SHALL BE AS FOLLOWS: ROOF SHEATHING SHALL BE 1/2'' OSB. WALL SHEATHING SHALL BE 7/16'' OSB. FLOOR SHEATHING SHALL BE 3/4'' T & G INT-APA RATED OSB.

E. ' I ' JOISTS SHALL BE MANUFACTURED BY TRUS JOIST OR ENGINEER APPROVED EQUAL.

F. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.

DOOR AND WINDOW NOTES:

EVERY BEDROOM SHALL BE PROVIDED WITH AN EGRESS WINDOW WITH FINISH SILL HEIGHT NOT GREATER THAN 44" ABOVE THE FINISH FLOOR HEIGHT AND SHALL HAVE A MINIMUM OPENABLE AREA OF 5.7 SQ. FT. EGRESS WINDOWS SHALL NOT HAVE AN OPENABLE AREA LESS THAN 20" WIDE OR 24" HIGH.

INTERIOR DOORS SHALL BE PAINTED. ENTRY DOOR TO BE DEFINED BY HOME OWNER PRIOR ORDERING

DOORS BETWEEN GARAGE AND LIVING AREA SHALL BE 1-3/4" TIGHT FITTING SOLID CORE DOORS

EXTERIOR EXIT DOORS WILL BE 36" MIN. NET CLEAR DOORWAY SHALL BE 32" MIN. DOOR SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. GLAZING IN DOORS SHALL BE DUAL PANE SAFETY GLASS WITH MIN. U-VALUE OF 0.60

GARAGE DOORS TO BE SECTIONAL, OVERHEAD DOORS

EXTERIOR FINISH NOTES:

EXTERIOR FINISH TO BE DOUBLE 6" VINYL SIDING OVER 7/16 OSB. WINDOW & DOOR TRIM PAINTED MIRATEC. MATERIAL AND COLOR BY OWNER.

DUAL LAYER FIEBERGLASS MAT ASPHALT ALGE RESISTANT ARCHITECTURAL SHINGLES TO MEET OR EXCEED R905.2.4

DECKING TO BE PRESURE TREATED WOOD. FINAL COLOR BY OWNER.

CHIMNEYS ARE DECORATIVE AND PROVIDE FOR VENTING OF GAS FIREPLACES ONLY

DOWNSPOUTS TO BE COLLECTED AND ROOF RUN OFF TO BE DIRECTED AWAY FROM STRUCTURE PER THE SITE PLAN.

FINISH GRADE SHALL SLOPE AWAY FROM STRUCTURE MIN. 6" IN FIRST 10'

RETAINING WALLS AS NECESSARY AND INSTALLED BY LANDSCAPE DESIGN APPROVED BY HOMEOWNER

MISCELLANEOUS NOTES:

EACH BEDROOM TO HAVE A MINIMUM WINDOW OPENING OF 5.7 SQ. FT. WITH A MINIMUM WIDTH OF 20 IN. AND A SILL LESS THAN 44" ABOVE FIN. FLR.

ALL GLAZING WITHIN 18 IN. OF THE FLOOR AND/OR WITHIN 24 IN. OF ANY DOOR (REGARDLESS OF WALL PLANE) ARE TO HAVE SAFETY GLAZING. ALL GLAZING WITHIN 60 IN. OF TUB OR SHOWER FLOOR, 60 IN. OF A STAIR LANDING OR GREATER THAN 9 SQUARE FEET ARE TO HAVE SAFETY GLAZING

ALL TUB AND SHOWER ENCLOSURES ARE TO BE GLAZED WITH SAFETY GLASS.

ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED AND ALL EXTERIOR DOORS ARE TO BE SOLID CORE WITH WEATHERSTRIPPING. PROVIDE 1/2 IN. DEADBOLT LOCKS ON ALL EXTERIOR DOORS, AND LOCKING DEVICES ON ALL DOORS AND WINDOWS WITHIN 10 FT. (VERTICAL) OF GRADE.

PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTERCONNECT SO THAT, WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS.

PROVIDE COMBUSTION AIR VENTS (W/SCREEN AND BACK DAMPER) FOR GAS FIRE-PLACE AND ANY OTHER APPLIANCES WITH AN OPEN FLAME.

BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED TO THE OUTSIDE WITH A FAN CAPABLE OF PRODUCING A MINIMUM OF 5 AIR EXCHANGES PER HOUR.

RANGE HOODS ARE ALSO TO BE VENTED TO THE OUTSIDE.

ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I. OR G.F.I.C. PER NATIONAL ELECTRICAL CODE REQUIREMENTS.

INSULATE ALL ACCESS DOORS/ HATCHES TO CRAWL SPACES AND ATTICS TO THE EQUIVALENT RATING OF THE WALL, FLOOR OR CEILING THROUGH WHICH THEY PENETRATE AND SEAL TO STOP AIR LEAKS

ROOF FRAMING / TRUSS NOTES:

TRUSS DRAWING IS FOR ILLUSTRATION ONLY. ALL TRUSSES SHALL BE INSTALLED & BRACED TO MANUFACTURERS DRAWINGS & SPECIFICATIONS.

ALL TRUSSES SHALL CARRY MANUFACTURERS STAMP.

ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL OF ENGINEERING CALCULATIONS.

ALL TRUSSES SHALL HAVE DESIGN DETAILS & DRAWINGS ON SITE FOR FRAMING INSPECTION.

ALL CONNECTIONS OF RAFTERS, JACK OR HIP TRUSSES TO MAIN GIRDER TO BE PROVIDED BY TRUSS MANUFACTURER.

ALL ROOF FRAMING 24" O.C.

ALL OVERHANGS 16".

INSTALL POLYISOCYANURATE FOAM TYPE INSULATION AT FLOOR AND PLATE LINES, OPENINGS IN PLATES, CORNER STUD CAVITIES AND AROUND DOOR AND WINDOW ROUGH OPENING CAVITIES.

ATTIC VENTILATION: REQUIRED ABOVE HOUSE.

MIN. SNOW LOAD 50 LBs PER SQUARE FOOT.

WALL HEADERS: (2) 2 X 10 SPF 2 TYP. UNO

ROOF & FLOOR TRUSS MANUFACTURER: _______________________

Sheet # 2


Scale: 1/8" = 1'

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Sheet # 3


Scale: 1/8" = 1'

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General Notes:Local Design Criteria Assumptions

1. Ground Snow Load: 50 psf per figure R301.2(5)2. Wind Speed: 90 mph per figure R301.2(4)3. Wind Exposure Category: B per R301.2.1.44. Seismic Category: A per figure R301.2(2)5. Weathering: Severe per figure R301.2(3)6. Frost Line Depth: 42” per R403.1.47. Termite: Slight to Moderate per figure R301.2(6)8. Winter Design Temp.: 0°F per figure R301.2(1)9. Ice Shield Under-Layment: Yes per R905.2.7.110. Flood Hazards: N/A11. Air Freezing Index: 1000 – 1500 per figure R403.3(2)12. Mean Annual Air Temp.: 50°F per www.ncdc.noaa.g ov/fpsf.html13. Site Soil Group & Class: Group 1 & Class SP/SM per table R405.114. Soil Bearing Capacity: 2000 lbs/sqft per table R401.4.115. Climate Zone: 5A

Site Address1. Premise to be identified per R319

Public Utilities1. Natural gas, 220V/200A electricity, 4 line telephone, and cable TV are to be

underground and installed per the site plan/Main floor, floor plan

Windows1. All windows must comply with R303, R308, R310, R612, 2009 MUEC 303.1.3,

2009 MUEC 402.32. All windows shall meet the following:

a. Construction: Wood frame and sashb. Exterior cladding: Vinyl or Aluminumc. Glass: Dual pane, High Performance, Low-E, insulatedd. Exterior color: Whitee. Interior color: Pre-finished Whitef. Style: Double hung, Tilt washg. Size and swing: Per plan and scheduleh. Hardware: Include, color: whitei. Screens: Include, color: whitej. Extension jambs: Include, Pre-finished White

3. Top of all windows are to be 80” from floor4. Extension jambs (if needed) are to be factory applied 6 9/16” jamb width

DoorsExterior doors

1. All doors must comply with R311, MUEC 303.1.3, 2009 MUEC 402.32. All exterior doors shall meet the following:

a. Construction: Insulated steelb. Style: 4 Panel (no glass)c. Appearance: Smooth surfacesd. Hardware finish Brushed Nickele. Size and swing: Per plan and schedulef. Factory finish: Pre-primedg. Field finish: 100% acrylic latex painth. Handles Supplied by homeowner

3. Garage to house door must be per R302.5.14. Main entrance door (3'-0") is to have two 12" full height glass side lights, on a

factory assembly one piece continuous sill.

5. All garage doors shall meet the following:a. Construction: Insulated steelb. Style: Raised panel (no glass)c. Exterior appearance: Textured surfaced. Size: Per plan and schedulee. Factory finish: Pre-finished whitef. Field finish: Noneg. Opener: Screw drive, 1/2 HP

Interior doors1. All doors must comply with Section R3112. All interior passage doors shall meet the following:

a. Construction: Molded, solid coreb. Style: 2 Panelc. Appearance: Smooth surfacesd. Hardware finish Brushed Nickele. Size and swing: Per plan and schedulef. Factory finish:Pre-primedg. Field finish: White Acrylic Latex paint, semi-glossh. Handles Schlage Georgian Brushed Nickel

3. All interior bi-fold doors shall meet the following:a. Construction: Molded, hollow coreb. Style: 2 Panelc. Appearance: Smooth surfacesd. Hardware finish Brushed Nickele. Size and swing: Per plan and schedulef. Factory finish: Pre-primedg. Field finish: White Acrylic Latex paint, semi-glossh. Handles Schlage Georgian Brushed Nickel

Exterior Coverings1. All siding is to be vinyl double 6” exposure. The siding must comply with R703.1,

R703.11, and table R702.3.7 2. All siding shall meet the following:

a. Type: Lapb. Exterior appearance: Cedar wood sidingc. Exposure: 6"

3. Weather resistive barrier shall be installed per R703, all joints must be taped and all penetration must be sealed to prevent water intrusion and air leakage

4. Flashing shall be installed per R708.3 to prevent water intrusion

Exterior Trim1. All exterior trim is to be a composite wood material resistant to decay.2. All exterior trim shall meet the following:

a. Exterior appearance: Cedar wood sidingb. Size and exposure: 5/4" x 6" or supplier spec. x 6"c. Factory finish: Pre-primedd. Field finish: 100% acrylic latex painte. Joint treatment: Caulk all jointsf. Fastening method: Face nailing

3. All doors and windows shall be wrapped with exterior trim. All outside exterior corners shall have exterior trim.

4. Flashing shall be installed per R708.3 to prevent water intrusion

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Scale: 1/8" = 1'

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Energy Efficiency

Insulation1. All insulation must comply with the 2009 MUEC prescriptive approach and

Section R3162. All insulation shall meet the following:

a. Basement Wall: R-10, 2.5” thick cellulose boardb. Walkout Basement slab: R-10, 2” thick XPS on interior of frost wall,

down 2’ - top of XPS cut at 45 degree angle to allow basement floor to meet foundation wall

c. Wall cavities: R-20, Dense packed dry applied Cellulose.d. Flat ceiling cavities: R-49, loose fill Cellulosee. Attic hatch: R-38 + R-11 batts, for 24” O.C, securely

fastened in placef. Fenestrations: U Factor of 0.35 or lower

Air Sealing1. All air sealing must comply with the 2009 MUEC, Section 402.42. Air sealing verification shall be a visual inspection per Section 402.4.2.23. Building Envelope, all of the following will be caulked, gasketed,

weatherstripped, or otherwise sealed with an air barrier material:a. All joints, seams, and penetrationsb. Window and door rough openingsc. Utility penetrationsd. Knee wallse. Wall and ceilings separating a garage from a conditioned spacef. Behind tubs and showers on exterior wallsg. Attic hatch will sealed with foam rubber weather strip tape per 402.2.3h. Fireplace shall have door gasket per 402.4.3

4. All recessed lighting will be of type IC air tight construction

Electrical/Lighting1. All lighting will be high efficiency per Section 404 of the 2009 MUEC

Mechanical/HVAC1. 95% efficient natural gas forced air furnace with a 2 stage burner and a

variable speed blowera. Furnace shall be sized per M1401.3

2. 13 SEER air conditioner3. A programmable thermostat shall be installed to control HVAC system4. All duct joist must be sealed with foil peel and stick tape or duct mastic

conforming to UL181

Exhaust Fan1. All exhaust fans must comply with Section R303, Section M1507, MUEC

section 403.5, and manufactures installation instructions.2. All bathroom exhaust fans are to be fan/light combination units with each

function switched individually. The exterior color is to be white. The fan is to be rated at 110 CFM or greater, with the exhaust ducting terminated at the exterior of the structure. The fan will have an integrated gravity damper to close the system when on in use.

Electrical Panel Certification1. A permanent certificate shall be posted on or in the electrical distribution

panel per 2009 MUEC Section 401.3

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Interior Trim1. All interior trim is to be pre-primed paint grade MDF.2. All interior trim shall meet the following:

a. Base size: 4 1/4" x 7/16”b. Case size: 3 1/4" x 11/16”c. Style: Coloniald. Factory finish: Pre-primede. Field finish: White Acrylic Latex paint, semi-glossf. Joint treatment: Caulk all joints and nail holesg. Fastening method: Face nailing

Smoke and CO Alarms1. All smoke alarms must comply with Section R3142. All CO alarms must comply with Section R3153. All smoke and CO alarms will be interconnected, AC powered with

battery back-up4. See floor plan for alarm locations

Fire blocking1. All fire blocking must comply with R302.112. All fire blocking materials must comply with R302.11.1 and

R30211.1.1 thru R302.11.1.33. Fire blocking must be provided at the following locations:

a. In concealed spaces of stud walls and partitions, including furred at the ceiling and floor levels and at 10’ intervals both horizontal and vertical.

b. At all interconnections between horizontal and vertical spaces such as occur at soffits over cabinets, drop ceilings, cove ceilings and similar locations.

c. In concealed spaces between stair stringers at the top and bottom of the run

d. At openings around vents, pipes, ducts, chimneys, and fireplaces at ceiling and floor levels with noncombustible materials.

Garage/Driveway/Porch/Patio/Sidwalk1. All concrete floors must comply with R309.1, R402.2, R5062. All garage floors, porch floors, driveways, patios, and sidewalks shall

be a minimum 3500psi compressive strength air entrained concrete constructed over a clean sand base course.

3. The driveway and sidewalk portion as specified on the site plan shall be 6” thick slab

4. The garage, porch and patio shall be a 4" thick slab5. The garage slab shall be over a 6 mil polyethylene vapor barrier

Deck and Upper Floor Porch1. Deck and upper floor porch shall constructed to meet or exceed

American Wood Council, Design for Code Acceptance #6 (DCA 6), Prescriptive Residential Wood Deck Construction Guide

2. Finish skirt board applied around deck and upper floor porch to hide joists and beams.

DNUP

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6'-6

"23

'

4' 5'

18'

12'

25'

120'

25'

50'50'

25'

10'

33'

50'25'

21'

21'

150'

300'

150'

300'

2 EACH 1000GAL SEPTICTANKSDRAIN FIELD

PER HEALTHDEPARTMENTREQUIRMENTS

(MIN 20'X40')

GE

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ZONING SETBACK ZONING SETBACK

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6" THICKCONCRETEAPRON

PROPERTY LINE

SETBACK LINE

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PROPERTY LINE

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ASPHALTDRIVE

6" THICK CONCRETESIDEWALK

Sheet # 5


Scale: 1/8" = 1'

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SITE PLAN (SCALE 1" = 40')

SIT

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W01-2856DH D01-51168 W01-2856DH

3968

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21'-4" x 22'-8"

34'

12'

28'-7"3'-4 1/2"

1' 10'-9 5/8"10'-4 7/8"10'-9 5/8"

10'-8

"26

'

6'2'

24'

3'21

'

32'

12'-9

1/4

"5

1/2"

2'-2

3/4

"6'

4'-6

1/2

"6'

58'22'-8"33'-4"2'

10'10'7'-1 1/8"

58'2' 6'-10 1/2" 20'-3" 6'-10 1/2" 22'

11' 11'

GARAGE

FURN.

4" THICK CONCRETE PATIO

24" X 8" POSTFOOTINGS

UNFINISHED

UNFINISHED

SUMP

ALL FOOTINGS TO BE16"X8" AND A MINIMUM OF42" BELOW FINISH GRADE

BASEMENT SLAB TOBE 4" THICK OVER 6MIL POLYETHYLENE

VAPOR BARRIER

UNFINISHED CONCRETE WALLS TO USEMIN 2.5" CELLULOSE BOARD R-10

INSULATION FROM FLOOR TO TOP OF WALL

FDSD

SLOPE 4" THICKCONCRETE FLOOROVER 6 MILPOLYETHYLENEVAPOR BARRIERTO FLOOR DRAIN

EROSION CONTROL NOTES:

INSTALL SILT FENCE PRIOR TO ANY EXCAVATION OR CONSTRUCTION

MINIMIZE SITE DISTURBANCE BY TIGHT CONTROL OF EXCAVATION LIMITS.

ALL EXPOSED SOIL SHALL BE MULCHED WITH STRAW OR WOOD CHIPS TO MINIMIZE SOIL EROSION. NO SOIL SHALL BE LEFT IN AN EXPOSED CONDITION. IT IS RECOMMENDED THAT THE CONTRACTOR MAINTAIN A STOCK PILE OF THIS MATERIAL ON SITE FOR QUICK APPLICATION.

DISPERSION TRENCHES SHALL OVERFLOW ONTO NATIVE UNDISTURBED GROUND. NO SITE DISTURBANCE BELOW TRENCHES.

FOUNDATION NOTES:

ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL. STEP FOOTINGS AS REQUIRED TO MAINTAIN REQUIRED DEPTH BELOW FINISH GRADES.

CONCRETE STRENGTH,3,000 PSI AT 28 DAYS FOR FOOTINGS AND BASEMENT FLOOR5,000 PSI AT 28 DAYS FOR FOUNDATION WALLS3,500 PSI AT 28 DAYS FOR GARAGE FLOOR, DRIVEWAY, SIDEWALKS, PORCH, AND PATIOMAXIMUM SLUMP, 4"

USE ASTM A-615 GRADE 60 DEFORMED REINFORCING BARS UNLESS NOTED OTHERWISE

CONCRETE EXPASION ANCHORS SHALL BE 'SIMPSON WEDGE-ALL STUD ANCHORS' OR ENGINEER APPROVED EQUAL. EPOXY TO BE SIMPSON "SET" ADHESIVE OR APPROVED EQUAL.

INFILTRATION, ALL OPENINGS IN THE EXT. BLDG. ENVELOPE SHALL BE SEALED AGAINST AIR INFILTRATION. THE FOLLOWING AREAS MUST BE SEALED.

* JOINTS AROUND WINDOW AND DOOR FRAMES * JOINTS BETWEEN WALL CAVITY AND WINDOW/DR. FME. * JOINTS BETWEEN WALL AND FOUNDATION * JOINTS BETWEEN WALL AND ROOF * JOINTS BETWEEN WALL PANELS * UTILITY PENETRATIONS THROUGH EXTERIOR WALLS

Sheet # 6


Scale: 1/8" = 1'

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FOUNDATION PLAN

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SB42D/W

Dish Washer

B33 FHB9R4DB21

DC

B36

42R

B21R

B21

42R

PRB24942

4DB15

SB42

SB42Dish Washer

B33 FHB9R4DB21

DC

B36

42R

B21R

B21

42R

PRB24942

4DB15

SB42

REF.

U362484

W361224W2130RW1830L W2130L

W3330 W3015 W3030

W2115LW1530R

D11-51168 W02-2830DH

W05

-614

9MU

D05

-306

8

D02-16070

W03-2856DHW03-2856DHD12-5468MUW03-2856DHW03-2856DHD

06-3

068

D09-3068

D07-3068

D03

-286

8D

10-4

068

D04-3068

D08-3068

W04

-555

6MU

UP

UP

CO/SD

T

18'-6" x 14'-1"

21'-8" x 23'-4"

3'-9" x 2'

33'-4" x 11'-7"

19'-7" x 5'-7"

22'-1" x 10'-7"10'-7" x 10'-7"

3'-11" x 2'

6'-1" x 5'-6"

3'-9" x 2' 1'-1

1" x

4'-5

"

8'

6'

5'-2

"

1'-9"

4'3'-6"

11'-3"15'-3"7'-6"

11'-0 1/2"

5'-8

"2'

-1"

3'-10 1/2"2' 7'-9 1/2"3'

-6"

2'-1

"2'

-1 1

/2"

5'-7

"

44'

12'

15'-5

1/2

"6'

4'-6

1/2

"6'

12'

6'2'

36'

24'

3'13

'

2' 22'58'

34'

58'2' 6'-10 1/2" 20'-3" 6'-10 1/2" 22'

3'-6"3'-4 1/2" 3'-4 1/2"

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

3'-6" 11' 11'

4'-0

1/2

"

PORCH

GARAGE

LIVING

DECK

DINING

CLOSET

CLOSET

BATH

CLOSET

CLO

SE

T

5/8

DR

YW

ALL

ON

WA

LL C

OM

MO

NT

O H

OM

E A

ND

ON

CE

ILIN

G

KITCHEN

SLOPE 4" THICKCONCRETE FLOOROVER 6 MILPOLYETHYLENEVAPOR BARRIERTO FLOOR DRAIN

22X30ATTIC

ACCESS

GARAGE EXTERIOR WALLSTO BE 1/2" DRYWALL

SAFTY GLASS

SAFTY GLASS

MIN 4" CONCRETEFLOOR OVER

COMPACTED FILL

SAFTY GLASS

SD

GARAGE FLOOR TOBE 4" BELOW TOP OFWALL AND 18 1/8"BELOW MAIN FLOORHEIGHT

6 1/16" RISE - 10 1/2"RUN CONCRETESTEPS INTO HOME (2TREADS / 3 RISERS)

Sheet # 7


Scale: 1/8" = 1'

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MAIN FLOOR PLAN

MA

IN F

LOO

R

DN

SB

422

2S

B42

22

SB

542

2

SB

422

2S

B42

22

SB

542

2

U44

1584

W06-2856DH W06-2856DH

W06-2856DHW06-2856DHD16-3068W06-2856DHW06-2856DH

D14-2868

D14-2868D15-2868

D14-2868

D15-2868

D15

-286

8

D13

-266

8

D17-6068

D14-2868

CO/SD

SD

SD

SD

8'-1" x 7'-4"

8'-1" x 5'-7"

14'-3" x 11'-5"

19'-7" x 5'-7"

4'-10" x 4'-1"

10'-10" x 10'

10' x 10'-10"

5'-3" x 10'

8'-1" x 3'-8"

5'-9" x 2'-10"

3'-7

"

34'

3'

4'-6"

4'-6"2'

3'-7 1/2"3'-8"

3'-4"

10'-1

"3'

-6"

10'-1

1"

5'-4" 7'-9 1/2"5'-10"

14'-3 1/2" 3'-10" 10'-1" 4'

34'

26'

26'

32'

6'4'

-7 1

/2" 3

1/2"

12'-3

1/2

"3

1/2"

4'3

1/2"4'

-2 1

/2"

36'

8'-7"3 1/2"

5'3 1/2"

10'-11"3 1/2"

8'-7 1/2"2'

2'-5 1/2"6'

2'-5 1/2"32

'

6'-1

"3

1/2"

4'

3 1/

2"

3'-1

"

3 1/

2"

1'-5

"6'

4'-6

1/2

"6'

36'

2' 6'-10 1/2" 20'-3"4" 3 1/2" 6'-3"

2'-9" 3'-6"

3'-6"3'-4 1/2" 3'-4 1/2"

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

PORCH

5/4 X 6 TREATEDWOOD DECKING OVER2X8 JOIST - 16" OC

MASTER BDRM

MASTERBATH

DOUBLE 2X8 BEAM AT PERIMETER

CLOSET

BEDROOM

CLOSET

BEDROOM

BATH

CLOSETLAUNDRY

22X30ATTIC

ACCESS

CO/SD

Sheet # 8


Scale: 1/8" = 1'

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SECOND FLOOR PLAN

SE

CO

ND

FLO

OR

8

12

CONTINUOUS MOLDEDPLASTIC RIDGE VENT(ALL ROOF RIDGES)

DUAL LAYERFIBERGLASS MATASPHALT ALGERESISTANTARCHITECTURALSHINGLES TO MEET OREXCEED R905.2.4 (ALLROOFS)

VENTED ALUMINUMSOFFITS

ALL WINDOWS ANDDOORS TO BEFLASHED PER R703.8

SITE ADDRESS TO BEINSTALLED PER R319.1

STEP FLASHINGPER R905.2.8.3

Sheet # 9


Scale: 1/8" = 1'

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FRONT ELEVATION

FR

ON

TE

LEV

AT

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3'-8

1/8

"

3'

5'-7 1/2"

3-2x12 TREATED BEAM

6X6 TREATED POSTS

RAISED SHOE 3 1/2"

TYPICAL

3'-6

" M

INIM

UM

CONTINUOUS MOLDEDPLASTIC RIDGE VENT(ALL ROOF RIDGES)

DUAL LAYERFIBERGLASS MATASPHALT ALGERESISTANTARCHITECTURALSHINGLES TO MEET OREXCEED R905.2.4 (ALLROOFS)

VENTED ALUMINUMSOFFITS

ALL WINDOWS ANDDOORS TO BEFLASHED PER R703.8

24" X 8" CONCRETE POST FOOTINGS MIN42" BELOW FINISH GRADE (4 POSTS)

STEP FLASHINGPER R905.2.8.3

Sheet # 10


Scale: 1/8" = 1'

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REAR ELEVATION

RE

AR

ELE

VA

TIO

N

2'

8

12

8

12

VENTED ALUMINUM SOFFIT

STEP FASHING PER R905.2.8.3

DOOR AND WINDOWFLASHING PER R703.8

4X4 RAILNG NEWEL POSTSMAXIMUM 8'OC

2X10 TREATED LEDGER, JOIST,AND RIM BOARDS

3-2X12 DECK BEAM

6X6 TREATED (GROUNDCONTACT) DECK SUPPORTPOSTS

STEP FOOTINGS PER GRADE REQUIREMENTS -ALL FOOTINGS TO REST ON UNDISTURBED SOIL

COLOR MATCHEDALUMINUM CHIMNEYCAP - WEATHER-PROOFED

COLOR MATCHEDVALLEY FLASHING

ICE AND WATERSHIELDALL VALLEYS ANDEVES (TYPICAL)

Sheet # 11


Scale: 1/8" = 1'

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RIGHT ELEVATION

RIG

HT

ELE

VA

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N

8

12

4X4 RAILNG NEWEL POSTSMAXIMUM 8'OC

2X10 TREATED LEDGER,JOIST, AND RIM BOARDS

3-2X12 DECK BEAM

6X6 TREATED (GROUNDCONTACT) DECK SUPPORT

POSTS

DOOR AND WINDOWFLASHING PER R703.8

Sheet # 12


Scale: 1/8" = 1'

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LEFT ELEVATION

LEF

TE

LEV

AT

ION

7'-9

1/2

"1'

-0 5

/8"

8'-1

1/8

"1'

-0 5

/8"

8'-1

1/8

"

1'-6

1/8

" 9'-6

5/8

"

ENGINEERED ROOF TRUSSES AT 24" OCENGINEERED ROOF TRUSSES AT 24" OC

ENGINEERED ROOF TRUSSES AT 24" OC

MIN R-49 BLOWN CELLULOSE

11 7/8" I-JOISTS 16"OC (TYPICAL)

Sheet # 13


Scale: 1/8" = 1'

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RIGHT TO LEFT CROSS SECTION

RIG

HT

TO

LEF

TC

RO

SS

SE

CT

ION

1'-1

1/2

"

7 5/

16"

10 1/2"

7'-1

5/8

"

10 1/2"

7 1/

8"

6'-1

0 1/

2"

7'-9

1/2

"8'

-1 1

/8"

8'-1

1/8

"

3'

ENGINEERED TRUSSBY MANUFACTURER

HE

EL

HE

IGH

T

MIN R-49 BLOWN CELLULOSE

ATTIC VENTING NETFREE VENTED AREANOT LESS THAN 1/150OF AREA BEINGVENTED

STAIRWAY DETAILS

DESIGN PER R311.7HANDRAIL PER R311.7.7LIGHTING PER R303.6GUARDS PER R312LANDING PER R311.7.5HEADROOM PER R311.7.2FIREBLOCKING PER R302.11

STAIR CONSTRUCTION

3 -2X12 STRINGERS1 1/8" PARTICLE BOARDTREADS1"x8" PINE RISERSHANDRAIL TO BE MIN 36"ABOVE FINISH STAIRNOSINGS

8'- 10 1/8"TOTALRISE

9'- 1 3/4"TOTALRISE

FIRE BARRIER AND AIRBARRIER OVERCELLULOSEINSULATION INUNFINISHED AREAS

UNFINISHED CONCRETEWALLS TO USE MIN 2.5" R-10 CELLULOSE BOARDINSULATION FROMFLOOR TO TOP OF WALL

Sheet # 14


Scale: 1/8" = 1'

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FRONT TO BACK CROSS SECTION

FR

ON

T T

OR

EA

RC

RO

SS

SE

CT

ION

T T

COMPACTED SOILPSI COMPACTION AS REQ.

1 #4 HORIZONTAL ROD IN TOP 12" OFWALL AND 1 #4 HORIZONTAL ROD ATWALL MID HEIGHT - VERIFY NEED FORADDITIONAL WALL REINFORCEMENTWITH SOIL TYPE, UNBALANCED FILLHEIGHT, AND TABLE R404.1.2(3)

2.5" CELLULOSEBOARD R-10INSULATION

COARSE GRAVEL SURROUND FILL

UNDISTURBED ORCOMPACTED SOIL

COMPACTED SOILPSI COMPACTION AS REQ.

4" GRAVEL OR SAND BASE 4" FLEXIBLE HDPE (high-density polyethylene)DRAINAGE SYSTEM

CAST-IN-PLACE ANCHOR BOLT

TREATED SILL PLATE

8" X 96" 5000PSI CONCRETEFOUNDATION WALL

8" X 16" 3000 PSICONCRETE FOOTING

SILL SEALER

BASEMENT FOUNDATION DETAIL

VAPOR BARRIER

6 MIL POLYETHYLENEVAPOR BARRIER

3000 PSI 4" CONCRETE SLAB

11 7/8" I-JoistR-20 INSULATION

RIM JOIST

RIM BOARD INSULATION

2 X 6 EXTERIOR WALL

SIDING

SHEATHING

1/2" WALLBOARD

3/4" T&G SUBFLOOR

2"2"

2X10 TREATEDLEDGER BOARD

OSB RIM BOARD

LEDGER LAG SCREWSPER R502.2.2.1 MINIMUM 2 PER LEDGER

BOARD - GRK RSS 5/16" x 5 1/8""LAG SCREW INTO PLATEPROVIDING A MINIMUM 1500#LATERAL LOAD RESISTANCE

DECK ATTACHMENT DETAIL (TYPICAL ALL DECKS)

FLASHING PER R703.8

5/4X6 TREATEDDECKING (SCREWDOWN) OVER 2X10JOISTS, LEDGER, ANDRIM BOARDS

Sheet # 15


Scale: 1/8" = 1'

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ILS

SEE HOUSE CROSSSECTION FOR HEEL

HEIGHTS

EXISTING SOIL CLASS "SP" BACKFILLWITH SAME

ALL BUILDING ENVELOPEPENETRATIONS TO BE SEALEDTO PREVENT LEAKS

2" X 6" BOTTOM PLATE

5 1/2" WALL STUDS 16" O.C.R-20 CELLULOSE INSULATIONVAPOR BARRIER1/2" DRYWALL

DOUBLE 2" X 6" TOPPLATE

SIDING PER SPECIFICATIONSHOUSE WRAP (TYVEK - ALL JOINTSTAPED PER R703.2)7/16" OSB EXTERIOR SHEATHING

3/4" T & G OSB FLOORINGGLUED AND NAILED

RIM JOIST INSULATION11 7/8" RIM JOIST7/16" OSB EXTERIOR SHEATHING

11 7/8" ENGINEERED FLOOR JOISTPER MANUFACTURER SPECS.

3000 PSI 4"CONCRETE FLOOR

2" X 6" TREATED SILL PLATESILL SEAL1/2" ANCHOR BOLTS 6' O.C.

8" X 8' 5000 PSI REINFORCEDCONCRETE WALLHOT APPLIED WATER PROOFING

8" X 16" CONT. 3000 PSICONCRETE FOOTING

GRADE

USE 2" X TREATED BOTTOMPLATE WHERE WALLS

CONTACT CONCRETE FLOOR

WALL SECTION NOTES (NOT TO SCALE)

TRUSSES 24" O.C.R-49 CELLULOSE CEILING INSULATION

5/8" DRYWALL CEILING

ASPHALT SHINGLES15# FELT PAPERICE & WATER SHIELD TO 24"WITHIN EXTERIOR WALL

1/2" OSB EXTERIORSHEATHING W/ CLIPSTRUSSES 24" 0.C.1" CONT. AIR SPACE

DRIP EDGEALUMINUM FASCIA2" X 6" SUB FASCIA

VENTED ALUMINUM SOFFIT (NETFREE VENTED AREA NOT LESSTHAN 1/150 OF AREA BEINGVENTED)

6 MIL POLYETHENE OVERDRAINABLE SOIL

SOCK TILE DRAINED TO SUMP

5 1/2" WALL STUDS 16" O.C.R-2O CELLULOSE INSULATIONVAPOR BARRIER1/2" DRYWALL

11 7/8" ENGINEERED FLOOR JOISTPER MANUFACTURER SPECS.

2" X 6" BOTTOM PLATE

3/4" T & G OSB FLOORINGGLUED AND NAILED

RIM JOIST INSULATION11 7/8" RIM JOIST7/16" OSB EXTERIOR SHEATHING

DOUBLE 2" X 6" TOPPLATE

2.5" CELLULOSE BOARDR-10 INSULATION

MAX 2

1/4"

PER R311.5.6.3 ALLHANDRAILS SHAL BEGRASPABLE WITH A

PERIMETER NOT LESS THAN4" AND NOT GREATER THAN

6 1/4" AND A MAXIMUMCROSS SECTION OF 2 1/4"

Sheet # 16


Scale: 1/8" = 1'

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ILS

CABINET SCHEDULENUMBER LABEL QTY FLOOR DIMENSIONS HEIGHT DESCRIPTIONC01 4DB15 1 1 15X24X36 " 36 " BASE CABINETC02 4DB21 1 1 21X24X36 " 36 " BASE CABINETC03 B2142R 1 1 21X24X42 " 42 " BASE CABINETC04 B21R 1 1 21X24X36 " 36 " BASE CABINETC05 B33 1 1 33X24X36 " 36 " BASE CABINETC06 DCB3642R 1 1 36X36X42 " 42 " CORNER BASE CABINETC07 FHB9R 1 1 9X24X36 " 36 " BASE CABINETC08 PRB24942 1 1 24X9X42 " 42 " PENINSULA RADIUS BASE CABINETC09 SB42 2 1 42X24X36 " 36 " BASE CABINETC10 SB4222 2 2 42X22X36 " 36 " BASE CABINETC11 SB5422 1 2 54X22X36 " 36 " BASE CABINETC12 U362484 1 1 36X24X84 " 84 " UTILITY CABINETC13 U441584 1 2 44X15X84 " 84 " UTILITY CABINETC14 W1530R 1 1 15X12X30 " 30 " WALL CABINETC15 W1830L 1 1 18X12X30 " 30 " WALL CABINETC16 W2115L 1 1 21X12X15 " 15 " WALL CABINETC17 W2130L 1 1 21X12X30 " 30 " WALL CABINETC18 W2130R 1 1 21X12X30 " 30 " WALL CABINETC19 W3015 1 1 30X12X15 " 15 " WALL CABINETC20 W3030 1 1 30X12X30 " 30 " WALL CABINETC21 W3330 1 1 33X12X30 " 30 " WALL CABINETC22 W361224 1 1 36X24X12 " 12 " WALL CABINET

WINDOW SCHEDULENUMBER QTY FLOOR SIZE DIMENSIONS R/O EGRESS DESCRIPTION HEADERW01 2 0 2856DH 31 1/2"X65 5/8"DH 32"X66 1/8" YES DOUBLE HUNG 2X10X35" (2)W02 1 1 2830DH 31 1/2"X35 1/2"DH 32"X36" NO DOUBLE HUNG 2X10X35" (2)W03 4 1 2856DH 31 1/2"X65 5/8"DH 32"X66 1/8" YES DOUBLE HUNG 2X10X35" (2)W04 1 1 6149 73"X56 5/8" 73 1/2"X57 1/8" YES MULLED UNIT 2X10X79 1/2" (2)W05 6 2 2856DH 31 1/2"X65 5/8"DH 32"X66 1/8" YES DOUBLE HUNG 2X10X35" (2)W06 1 1 5556 65"X65 5/8" 65 1/2"X66 1/8" YES MULLED UNIT 2X10X68 1/2" (2)

DOOR SCHEDULENUMBER QTY FLOOR SIZE R/O DESCRIPTION HEADERD01 1 0 51168 R EX 71 1/4"X80" EXT. SLIDER-GLASS - COLOR - WHITE 2X10X74 1/4" (2)

D03 1 1 2868 L IN 34"X82 1/2" HINGED 2 PANEL - COLOR - WHITE 2X10X37" (2)D04 1 1 3068 L 38"X82 1/2" 2 DR. BIFOLD-SLAB 2X10X41" (2)D05 1 1 3068 L EX 38"X82 1/2" EXT. HINGED 4 PANEL - COLOR - WHITE 2X10X41" (2)D06 1 1 3068 L EX 38"X82 1/2" EXT. HINGED 4 PANEL - COLOR - WHITE 2X10X41" (2)D07 1 1 3068 R 38"X82 1/2" 2 DR. BIFOLD 2-PANEL - COLOR - WHITE 2X10X41" (2D08 1 1 3068 R 38"X82 1/2" 2 DR. BIFOLD 2-PANEL - COLOR - WHITE 2X10X41" (2)D09 1 1 3068 R IN 38"X82 1/2" HINGED 2 PANEL - COLOR - WHITE 2X10X41" (2)D10 1 1 4068 50"X82 1/2" 4 DR. BIFOLD-SLAB 2X10X53" (2)D11 1 1 51168 R EX 71 1/4"X80" EXT. SLIDER-GLASS - COLOR - WHITE 2X10X74 1/4" (2)D12 1 1 5468 66"X82 1/2" MULLED UNIT 2X10X69" (2)D13 1 2 2668 R IN 32"X82 1/2" HINGED 2 PANEL - COLOR - WHITE 2X10X35" (2)D14 4 2 2868 L IN 34"X82 1/2" HINGED 2 PANEL - COLOR - WHITE 2X10X37" (2)D15 3 2 2868 R IN 34"X82 1/2" HINGED 2 PANEL - COLOR - WHITE 2X10X37" (2)D16 1 2 3068 R EX 38"X82 1/2" EXT. HINGED-GLASS - COLOR - WHITE 2X10X41" (2)D17 1 2 6068 IN 74"X82 1/2" DOUBLE HINGED 2 PANEL - COLOR - WHITE 2X10X80" (2)

Sheet # 17


Scale: 1/8" = 1'

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D02 1 1 16070 195"X85 1/2" GARAGE 4-PANEL (LONG) - COLOR - WHITE 2X6 Lam. Gar. Hdr.

ROOM FINISH SCHEDULEROOM NAME FLOOR WALL MATERIAL FLOOR FINISH BASE MOLDING WINDOW CASING DOOR CASINGBATH 2 DRYWALL SANDSTONE1 TILE CA-28 CA-04BEDROOM 2 DRYWALL CARPET-A2 CA-28 CA-04 CA-04CLOSET 2 DRYWALL CARPET-A2 CA-28 CA-04CLOSET 2 DRYWALL CARPET-A2 CA-28 CA-04 CA-04HALL 2 DRYWALL CARPET-A2 CA-28 CA-04LAUNDRY 2 DRYWALL SANDSTONE1 TILE CA-28 CA-04MASTER BATH 2 DRYWALL SANDSTONE1 TILE CA-28 CA-04MASTER BDRM 2 DRYWALL CARPET-A2 CA-28 CA-04 CA-04STAIRS 2 DRYWALL CARPET-A2

ROOM FINISH SCHEDULEROOM NAME FLOOR WALL MATERIAL FLOOR FINISH BASE MOLDING WINDOW CASING DOOR CASINGBATH 1 DRYWALL SANDSTONE1 TILE CA-28 CA-04BATH CLOSET 1 DRYWALL SANDSTONE1 TILE CA-28 CA-04CLOSET 1 DRYWALL MEDIUM - MP PLANK CA-28 CA-04DINING 1 DRYWALL MEDIUM - MP PLANK CA-28 CA-04 CA-04GARAGE 1 DRYWALL CA-04 CA-04HALL 1 DRYWALL MEDIUM - MP PLANK CA-28 CA-04 CA-04KITCHEN 1 DRYWALL MEDIUM - MP PLANK CA-28 CA-04 CA-04LIVING 1 DRYWALL CARPET-A2 CA-28 CA-04STAIRS 1 DRYWALL CA-04

Sheet # 18


Scale: 1/8" = 1'

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LES STRUCTURE LOADING SCHEDULE

AREA LOADFLOOR 40 PSF LIVE

10 PSF DEAD

ROOF 50 PSF LIVE10 PSF DEAD

DECKS 40 PSF LIVE10 PSF DEAD

SHEET #1 - RENDERING - Learning · PDF filea. posts, beams, headers, joists, and rafters to be...

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Transcript of SHEET #1 - RENDERING - Learning · PDF filea. posts, beams, headers, joists, and rafters to be...