HomeMy WebLinkAboutPlans Applicant 6/22/2023 (2)PROJECT NOTE:
All drawings are desigend to follow code and be illustrtive and directive of construction style and method. Drawings do not superceed code.
All design drawings are representation. Minimum / prescriptive code to be adhered to in all cases unless exeptions exist.
Design drawings do not represent construction methods beyond code minimums or jusisdiction requirements.
Contents of Set:
Matthew G White
ONQ LLC
Licensed Gen. Contractor
OR CCB 224781
ONQ LLC
672 Anderson Ln
Springfield OR 97477
541.304.3951
Hi@ONQbuilds.com
REV. 1 DATE I DESCRIPTION I
NO. I DATE I ISSUE NOTE
F—
Project Manager Drawn By
Date Reviewed By
Project I D
Sheet Title
Cover Sheet
Sheet No.
A0.1
General Notes
1. ONQ LLC has received owners approval of plans.
2. Contractor shall co-ordinate with all trades to provide complete working systems.
3. Drawings of existing facilities are, in general, diagrammatic. Exact locations shall be determined by the Contractor from field measurements.
Actual arrangement of the work shall follow locations shown on the drawings within the constraints of existing equipment and construction.
Dimensions shall govern these drawings and they are not to be scaled. Drawing and notes to drawings are correlative and have equal
authority and priority. In the event of discrepancies, the appropriate method of performing the work and/or items to be incorporated into the
scope of the work shall be determined by the General Contractor.
4. Contractor is responsible for the safety, actions and conduct of his employees and his subcontractors' employees while in the project area,
adjacent areas and in the building and its vicinity.
5. All work described by these documents shall be performed in full accordance with all applicable codes, including but not limited to the
following codes: Uniform Building Code, Uniform Mechanical Code; Uniform Fire Code, NFPA standards, National Electrical Code, Uniform
Plumbing Code, all as adopted by the City of 'Eugene, Oregon'.
6. All materials, finishes, manufactured items, and equipment shall be installed in full accordance with the supplier's or manufacturer's written
recommendations or these documents, whichever is more stringent.
General Requirements
1. Codes:
Construction to comply with the following codes as adopted by Local Agency:
FC: 2021 Eugene Fire Code
OEESC: 2021 Oregon Energy Efficiency Specialty Code
OESC: 2021 Oregon Electrical Specialty Code
GMSC: 2022 Oregon Mechanical Specialty Code
OPSC; 2021 Oregon Plumbing Specialty Code
ORSC: 2021 Oregon Resiciential Specialty Code
OSSC: 2022 Oregon Structural Specialty Code
2. General Construction Methods:
Shop drawings may be required by the contract drawings, or material specifications
shall be
submitted to the Owner for review and approval, prior to fabrication or installation.
The contractor shall provide the necessary temporary shoring # bracing as required
until
all final connections have been completed in accordance with the drawings In order to
maintain a safe work environment.
The Contractor shall verify all dimensions with owner before commencing work. All
standards referred to In the plans and specifications shall apply to the latest edition of
such standard for materials, equipment, installation or fabrication methods which are
not
specified in the plans and specifications. The minimum standard indicated In the
designated code shall apply.
The notes and details on this sheet are general. Specific information on the drawings
differing from these notes shall apply. Written dimensions have precedence over
scaled
dimensions. Do no scale drawings.
Substitute or equivalent materials, equipment, fixtures or other Items of construction
may
be considered by the owner upon submission of adequate Information to justify such
substitution.
Any changes from these plan must be approved by the engineer / contractor of
record, and/or
appropriate agency prior to or during construction.
The Contractor shall verify all utility locations prior to construction or excavation.
3. Loading Criteria:
Roof Live Load - 25 psf, Roof Dead Load - 10 psf .
Floor Live Load - 40 psf, Floor Dead Load - 10 psf.
4. Shop drawings may be required by the contract drawings, or material specifications
shall be submitted to the Owner for review and approval, prior to fabrication or
installation.
5. The contractor shall provide the necessary temporary shoring # bracing as required
until
all final connections have been completed in accordance with the drawings In order to
maintain a safe work environment.
6. The Contractor shall verify all dimensions with owner before commencing work. All
standards referred to In the plans and specifications shall apply to the latest edition of
such standard for materials, equipment, installation or fabrication methods which are
not
specified in the plans and specifications. The minimum standard indicated In the
designated code shall apply
7. The notes and details on this sheet are general. Specific information on the drawings
differing from these notes shall apply. Written dimensions have precedence over
scaled
dimensions. Do no scale drawings.
8. Substitute or equivalent materials, equipment, fixtures or other Items of construction
may
be considered by the owner upon submission of adequate Information to justify such
substitution.
9. Any changes from these plane must be approved by the engineer of record and/or
appropriate agency prior to or during construction.
10. The Contractor shall verify all utility locations prior to construction or excavation.
Site Work
1. Excavate to provide for the indicated construction and conform to the finish grades.
Remove excess materials from site as requested by owner.
2. Any fill under grade supported slabs to be 4 min. of 4" of gravel compacted to 95% of
a standard proctor, per ASTM D-1556.
3. Storm and rainwater drain lines:
Schedule 40 ABS, or PVC-DWV pipe and fitting, 1/8" per foot
Joints and fittings to be solvent welded.
Connection to down spout to be 12" above finished grade.
4. Footings to bear on undisturbed native soil or engineered fill by Soils Engineer
placed on undisturbed native soil.
Concrete
1. Footings, stem walls, walls, Interior and exterior slabs on grade:
Ready mixed, air entrained, ASTM C-94 & ASTM C-260.
Strength = 3000 psi minimum at 28 days.
Designed = 2500 psi, no special Inspection required.
2. Steel Reinforcement:
Grade 4/0 Minimum, ASTM A-615. Place per ACI Code and Standards. Lap
continuous
No.4 Bars 24" Minimum and No5 Bare 30" Minimum at all Corners, Steps,
and Splices.
3. Exterior slabs and walks are to have a light broom finish. Slope uncovered slabs and
walks
a minimum of 1/4" per foot for drainage.
General Notes
1. All dimensions are to face of'FINISHED
WALL/FRAMING' unless otherwise noted.
Electrical Notes
1. Electrical contractor shall provide as part of this contract legible labeling of all breakers on panel board with typewritten or plastic embossed
label.
2. The electrical installation shall meet the standards prescribed by the National Electrical Code and all local amendments, all applicable
National Fire Protection Association (NFPA) codes, the Americans With Disabilities Act (ADA), and local and state building codes.
Construction shall in general be in accordance with standards and requirements of utilities and authorities having jurisdiction.
3. For each equipment connection, determine and provide the device, outlet or junction box required to connect the equipment. Verify exact
locations with architect/ owner prior to installations.
4. Seal all penetrations through corridor and other rated partitions as required to maintain required partition U.L. fire rating. Coordinate with
architectural as needed.
5. Top of all receptacles 18" a.f.f. and switches 48" a.f.f. unless noted otherwise on plan.
Wood Framing
1. Construction:
Wood construction per Conventional Construction Requirements of chapters 5, 6,
and &
8 of the 2021 Oregon Residential Specialty Code
2. Fastening of Structural Members - Residential
Per "2021 Oregon Residential Specialty Code", -TABLE R6023(1).
3. Evidence of Grade:
Grade mark of an approved grading organization having jurisdiction must
appear
on each piece of material.
4. Trim:
Furnish and install necessary trim and molding including miscellaneous hardware.
5. Framing Lumber:
Douglas Fir /Larch S4S, to standard dimensions - 2x and 4x framing to be
No. 2
or better, 6x framing to be No. 2 or better, PT. to be No.2 or better, and
Furring and Blocking to be No.3 or better.
6. Pressure Treated Lumber:
To be Fir pressure treated lumber (unless noted otherwise) that conforms to
AWPA Standards Ul (commodity specification A) and M4.
7. Roof Sheathing:
APA rated sheathing, exposure 1. Panel span rating 32/16 minimum 7/16"
thickness. Grade mark by APA or other approved agency.
APA rated plywood sheathing, exposure 1. Panel span rating 32/16 minimum
15/32"
thickness. Grade mark by APA or other approved agency.
Attachments:
Place sheets perpendicular to roof trusses or framing and
staggered joints.
Unblocked diaphragm. 8D Common nails at 6" o/c. along edge
and 12" o/c in field.
8. Wall Sheathing:
APA rated sheathing, exposure 1. Panel span rating, 24/0 minimum 7/16"
thickness.
Grade mark by APA or other approved agency.
Attachments:
Place sheets perpendicular to roof trusses or framing and staggered
joints.
Unblocked diaphragm. 8D Common nails at 6" o/c. along edge
and 12" o/c in field.
9. Prefabricated Wood Roof Trusses:
Design by fabricator to fit dimensions indicated on plans and loads Indicated.
See engineering and design attached if applicable.
10. Ceiling Joists:
Ceiling joists shall be in accordance with span table R802.4(1-2)
11. Rafters:
Rafters shall be in accordance with span table R802.5.1(1-8).
12. Engineered Lumber:
Products will be implemented according to manufactures specifications and
recommended span ratings.
Span rating by APA or other approved agency.
13. Uplift Resistance:
All Roof Assemblies shall have uplift resistance per R802.11.1.(1-2)
Metals
1. Prefabricated Framing Anchors:
Simpson Strong -Tie designations used
2. Anchor bolts, Threaded Rod, Thru-Bolts and Lag Screws Installed In pressures
treated (PT)
members are required to be hot dipped galvanized, or Type 304 or 316 stainless
steel.
3. All fasteners, hangers, and other connectors In contact with pressure treated
materials are to
be hot -dip galvanized, zinc -coated galvanized steel, or stainless steel per ORSC
R317.3.0.
4. All anchor bolts shall include Steel plate washers, a minimum of 0.229" thick x3"x3" In
size.
These washers are to be located between the top of the sill plate and the nut as per
ORSC R602.11.1.
5. All Simpson Framing Anchors and Connectors installed Outdoors or in contact with
pressure
treated members are required to be hot dipped galvanized or ZMAXO or other
approved coating per
Simpson Stong-TieO instructions.
Thermal / Moisture protection
1. Insulation:
Exception to table N1101.1(2-3) due to addition size <15% & <200 SF.
Walls R-21 fiberglass batt Insulation placed on warm side of wall. No
additional measures required. Roof/Ceiling, R-49 ( R-30 Vaulted ) fiberglass batt
Insulation placed on warm side of framing.
Floors, R-30 Fiberglass batt Insulation placed on warm side of framing.
Ducting, R-8 fiberglass wrap.
2. Roof Covering:
Class rated asphalt shingle roof assembly. Each package of shingles shall
bear the label of an approved agency.
Asphalt Shingles:
The asphalt shingles shall have self -seal strips or be Interlocking, and
comply with
ASTM D225 or ASTM D3462. Asphalt shingle packaging shall bear labeling
indicating compliance with ASTM 3161 or a listing by an approved testing
agency In accordance with the requirements of the applicable code.
For residential construction refer to the R305.2 for allowable sheathing,
underlayment,
fastener, and Installation requirements.
3. Flashing: 26 or 29 gauge galvanized steel metal or similar or with baked on enamel
finish and installed per R905.2.8.5, R905.4.6, color by owner.
4. Sealant and Caulking:
Polyurethane sealant, gun applied, color by owner.
Caulking shall be of a type that is compatible with all adjacent surface
material.
Doors / Windows
1. Windows and Doors to be Installed as per manufactures instruction and specifications
2. Windows and doors must meet the requirements of Chapter II and TABLE
N11.01.1(1) and two
additional measures from TABLE N 11.01.1(2) of the 2021 Oregon Residential
Specialty Code
unless exception applies. Windows to have U-0.30, Exterior Doors U-0.02, and
Exterior Doors
with more than 25 sq. ft. of glazing U-0.40.
3. Doors and windows to be fully weather-stripped, caulked, gasketed, or otherwise
treated to limit air Infiltration.
4. All windows within 18" of the Floor and within 24" of any Door shall have tempered
glazing.
All windows shall be dual glazed, sizes as noted on plans. Caulk around all windows,
typical. Each bedroom to have a minimum window opening of 5.1 sq. ft. with a
minimum width of 20", a minimum window height of 24", and a maximum sill height of
44" measured from the finished
floor to the bottom of the clear opening .
Heating, Ventilation, Air Conditioning
1. Exhaust Fan that is exterally vented to be 80CFM per TABLE M1507.3
2. Smoke / Carbon Monoxide Alarms to be installed per R314 and R315. Alarms to be
hardwired and interconnected with battery backup. (Bathroom Addition - No Detector
Required)
3. Install electric radiant heating systems per manufacters instruction
4. Radiant heat installed in concrete / masonry to be secured in place, and finish
materials installed over system installed per manufactured instruction without
potential to pierce system per M1406.4-.5.
5. Wall mount heater to be installed/ manufacturer specifications
PROSECT NOTE:
All drawings are desigend to follow code and be illustrtive and directive of construction style and method. Drawings do not superceed code.
All design drawings are representation. Minimum / prescriptive code to be adhered to in all cases unless exeptions exist.
Design drawings do not represent construction methods beyond code minimums or jusisdiction requirements.
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Matthew G White
ONQ LLC
Licensed Gen. Contractor
OR CCB 224781
ONQ LLC
672 Anderson Ln
Springfield OR 97477
541.304.3951
Hi@ONQbuilds.com
REV.
DATE
DESCRIPTION
NO.
DATE
ISSUE NOTE
Project Manager
Drawn By
Date
Reviewed By
Project ID
Sheet Title
Index and Notes
Sheet No.
A0.2
PROJECTNOTE:
All drawings are desigend to follow code and be iiiustrtive and directive of construction style and method. Drawings do not superceed code.
All design drawings are representation. Minimum / prescriptive code to be adhered to in all cases unless exeptions exist.
Design drawings do not represent construction methods beyond code minimums orjusisdiction requirements.
)WV Clean
Food Plane
Zone
g Septic
'ibution box
eptic tank for
i walkway to
ea
ing Area
am
Approved wood or cement board
siding / cladding material
determined by owner / contractor
Vapor Barrier Behind Siding---- --
Structural Sheathing as per TABLE
R602.10.4
Simpson H1 / Hurricane
hold down at each stud
1/2" J bolt with 0.229x3x3" steel
plate washer @ min 72" o/c & within
12" of plate end - 7" embed depth
minimum
Z Flashing
#4 Bar - Grade
601 4" depth per
R403.1.3
R15 continuous rigid foam insulation - 24" -�
total horizontal / vertical
Compacted
Backfill sloping
away from
Foundation
1/2" Gympson Board
2X6 Studs
R21 Batts
12"W x 18"H turned down
footer
J grade
2X6 Sill Plate
2X6 Pressure
Treated Sill Plate
Sill gasket / apply
sealant along top /
bottom of sill
Undisturbed or
engineered fill at
95% compaction
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PROJECT NOTE:
AV
All design drawings are representation. Minimum / prescriptive c♦♦e to be adhered to in all cases unless exeptions
Structural t I
General Notes
1. Fastening:
All fastening per Table 602.3
2. Ceiling Height Not less then 8'-0"
Insulation all the wa
outside corner
�....... ..... __ " Gympson Board
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1 Batts
Sc' I
Salesp�. PP � f-OPP
Iml
La out
Scale: f " � P-0"
Shear Wall Schedule Per 2022 ORSC
Wind Speed >/= 110 / Seismic D1 / Cat A -C
Includes supplement for entirely sheathed structure (CS-WSP) 24" minimum Brace panel,
16" minimun ALT Brace Panel
ratio of 6:1
Brace Exterior Brace Panel min 4'7/16 wood structural sheathing, studs at 24" o/c
Panel fastened per nail schedule 8D nails. Blocked at edges
Notes:
- Block All Panel Edges
- All fastening according to Table 602.3 2017 ORSC
- Interior of panel to be sheathed with 1/2" gypsum or cement boardi per R602.10.4.3
iter Shed
4"
General Notes
1. All materials, finishes, manufactured items, and equipment shall be
installed in full accordance with the supplier's or manufacturer's
written recommendations or these documents, whichever is more
stringent.
All Windows and door flashing with trim surrounds to have "z"
flashing above
All exposed joints and gaps to be filled with caulking or as
recommend by manufacturer
Windows to be U-0.30 Vinyl clad
Exterior Doors to be U-0.20 / U-0.4 with > 2.5 ft sq glazing
Skylights to be U-0.5
Walls R-21
Floors R-30
Flat Ceiling R-49
Vaults R-30
2 Wall Corner Framin
Scale. 2 = V-0"
PROJECT NOTE -
All drawings are desigend to follow code and be illustrtive and directive of construction style and method. Drawings do not superceed code.
All design drawings are representation. Minimum I prescriptive code to be adhered to in all cases unless exeptions exist.
Design drawings do not represent construction methods beyond code minimums orjusisdiction requirements.
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Matthew G White
ONQ LLC
Licensed Gen. Contractor
OR CCB 224781
ONQ LLC
672 Anderson Ln
Springfield OR 97477
541.304.3951
Hi@ONQbuilds.com
I
I
�....... ..... __ " Gympson Board
j
i
i
1 Batts
Sc' I
Salesp�. PP � f-OPP
Iml
La out
Scale: f " � P-0"
Shear Wall Schedule Per 2022 ORSC
Wind Speed >/= 110 / Seismic D1 / Cat A -C
Includes supplement for entirely sheathed structure (CS-WSP) 24" minimum Brace panel,
16" minimun ALT Brace Panel
ratio of 6:1
Brace Exterior Brace Panel min 4'7/16 wood structural sheathing, studs at 24" o/c
Panel fastened per nail schedule 8D nails. Blocked at edges
Notes:
- Block All Panel Edges
- All fastening according to Table 602.3 2017 ORSC
- Interior of panel to be sheathed with 1/2" gypsum or cement boardi per R602.10.4.3
iter Shed
4"
General Notes
1. All materials, finishes, manufactured items, and equipment shall be
installed in full accordance with the supplier's or manufacturer's
written recommendations or these documents, whichever is more
stringent.
All Windows and door flashing with trim surrounds to have "z"
flashing above
All exposed joints and gaps to be filled with caulking or as
recommend by manufacturer
Windows to be U-0.30 Vinyl clad
Exterior Doors to be U-0.20 / U-0.4 with > 2.5 ft sq glazing
Skylights to be U-0.5
Walls R-21
Floors R-30
Flat Ceiling R-49
Vaults R-30
2 Wall Corner Framin
Scale. 2 = V-0"
PROJECT NOTE -
All drawings are desigend to follow code and be illustrtive and directive of construction style and method. Drawings do not superceed code.
All design drawings are representation. Minimum I prescriptive code to be adhered to in all cases unless exeptions exist.
Design drawings do not represent construction methods beyond code minimums orjusisdiction requirements.
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Matthew G White
ONQ LLC
Licensed Gen. Contractor
OR CCB 224781
ONQ LLC
672 Anderson Ln
Springfield OR 97477
541.304.3951
Hi@ONQbuilds.com
REV.
DATE
DESCRIPTION
NO.
DATE
ISSUE NOTE
Project Manager
Drawn By
Date
Reviewed By
Project ID
Sheet Title
First Floor Plan
Sheet No.
A1.3
:D West Elevation
-Scale: 1/4" = 1'-0"
I
10'-0"
=ramed at 24" o/c
n
turned down footers)
(D__�a st Elevation
le: 114- = 1'-0"
4 Nort��1_O�
F�eion
Scale
PROJECT OTE:
All drawings are desigend to follow code and be illustrtive and directive of construction style and method. Drawings do not superceed code.
All design drawings are representation. Minimum / prescriptive code to be adhered to in all cases unless exeptions exist.
Design drawings do not represent construction methods beyond code minimums or jusisdiction requirements.