HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/13/2019SOUTH
'ALE. 1/4"
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EXTERIOR SPECIFICATIONS AND NOTES:
• WINDOW AND DOOR FLASHING. ALL EXTERIOR UNPROTECTED DOORS AND WINDOWS WITH TRIM SURROUNDS TO HAVE 1" METAL FLASHING ABOVE.
• ALL DIMENSIONS ARE TO SE FACE OF FRAMING UNLESS NOTED OTHERWISE, - CONTRACTOR TO VERIFY ALL DIMENSIONS.
• ALL EXPOSED JOINTS AND GAPS TO BE FILLED WITH HIGH GRADE SILICONE LATEX CAULKING OR AS RECOMMENDED BY MATERIAL MANUFACTURER.
• OTHER: CONTRACTORS TO CONSULT WITH OMER FOR FULL EXTERIOR TRIM DETAILS AND MATERIALS.
• WINDOWS -TO BE U-035, VINYL CLADDED, LOW -E.
THE TYPE OF EXTERIOR FINISH, THE INSTALLATION
AND THE WATERPROOFING DETAILS ARE ALL TO SE
THE FULL RESPONSISILITY OF THE OWNER / SUILDER.
THIS DESIGNER ASSUMES NO RESPONSI81LITY FOR
THE INTEGRITY OF THE BUILDING ENVELOPE AND THE
FINAL MANUFACTURED TRUSSES.
THE CONTRACTOR / BUILDER ASSUMES THE FULL
RESPONSIBILITY FOR THE CORRECT INSTALLATION
OF ALL EXTERIOR FINISHES AND WEATHERPROOFING.
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FAST ELEVATION
,ALE: 1/4" = P-0"
4222 COMMERCE -QTR
Eugene, OR 97402
SUITE - E-7
(541) 284-2126
Fax: (541) 284-2126
C®Ii: (541) 517-4304
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NEW ACCESSORY DWELLING INCA UNIT
EXISTING RESIDENCE
43133rd STREET CLIENT:
SMINGPELP, OREGON L ITTEN INC.
PO BOX 40994
EUGENE, OR 91404
541-206-6102
DRWN: travis
DATE: 6-1ID-19
REV:
CAD FILE: 19031
SHEET
OF 6 SHEETS
WALL LEGEND:
MIN?, 0010 24 AT 16" or 24" oc. WOOD FRAMED WALL$ WITH 116" MINIMUM STRUCTURAL BATHING ATTACHED WITH 8d NAILS
14'-2"
S
6" oc. EDGES AND 12" oc. FIELD. R-21 BATT INSULATION AND GYP. BD. (TAPED JOINTS). INTERIOR FINISHES AND
TRIM PER OWNER
PROPOSED 2x4 at 24" oc. MAXIMUM WOOD FRAMED INTERIOR WLALL$ WITH GYP. BD. (TAPED JOINTS). INTERIOR
FINISHES AND TRIM PER OWNER INSTALL OPTIONAL R-15 HIGH DENSITY BATT INSULATION.
® BEARING POINT LOCATION (PROVIDE SOLID BEARING - MINIMUM OF MEMBER BEARING WIDTH UNLESS NOTED OTHERWISE).
• ALL DIMENSIONS TO FACE OF STUD (FASJ UNLESS NOTED OTHERWISE.
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• WRITTEN DIMENSIONS TO PREVAIL OVER SCALING OF DRAWINGS. SUBCONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO
CONSTRUCTION AND IMMEDIATELY NOTIFY BUILDER OR ARCHITECT.
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• EXTERIOR HEADERS TO BE 46 MINIMUM UNLESS NOTED OTHERWISE.
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• INTERIOR BEARING HEADERS TO BE 4x6 MINIMUM UNLESS NOTED OTHERWISE,o
IX
5j? SMOKE / CARBON MONOXIDE ALARMS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS 8314 and 8315 OF THE 2014
_
_____________
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OREGON RESIDENTIAL SPECIALTY CODE. THE SMOKE / CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED AND HARD
WIRED WITH A BATTERY BACKUP POUTER SOURCE.
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THESE ARE SUGGESTED LOCATIONS, CONTRACTOR TO VERIFY THAT FINAL LOCATIONS COMPLY WITH CODE REQUIREMENTS.
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SHEAR WALL SCHEDULE-. FER 2008 ORSC __j �
EXTERIOR BRACE PANEL: MIN. 4'-0" BRACE PANEL, MINIMUM 1/16" WOOD STRUCTURAL PANEL SHEATHING ON ONE SIDE, STUDS N L✓/ ;'k'
AT 24" oA. MAX, FASTENED WITH 8d NAILS at 6" oz. EDGES AND 12" o C. FIELD, ALL EDGES BLOCKED, MAXIMUM HEIGHT 12'-01. +�
�P ATTACHED CUT SHEETS FOR CONNECTION INFORMATION.
2184/8 2/84/8
2'-4" 3'-0" 3'-4"
ALTERNATE BRACE PANEL: V-8" MIN. BRACE PANEL, MAXIMUM HEIGHT IS 10 FEET, ABP'S MAY REPLACE 5P's WHEN
L�
CONSTRUCTED PER SECTION s
8602.10.6, (SEE DETAIL). ABPs REQUIRE SPECIAL TIE -DOWN DEVICES, FASTENING, BLOCKING, A
y� � 5D •51,='
AND FOUNDATION DETAILING. INSTALL SIMPSON SSTI320 ANCHOR BOLT WITH SIMPSON HDU4-SDS2.5 HOLDOWN ATTACHED TO A
DOUBLE STUD MINIMUM. (4 LOCATIONS). MAXIMUM HEIGHT IS 10-0".
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CONSTRUCTION NOTES:
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36" INCH HEIGHT SOLID SURFACE COUNTER TOP$ WITH 4" BACK SPLASH AND WITH CABINET$ BELOW. CABINET CONTRACTOR TO
PROVIDE SHOP DW 38.
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0 DISHWASHER UNDER BASE CABINET, (24" WIDE VERIFY). PROVIDE 110v OUTLET BELOW! SINK WITH TOP HALF SWITCHED FOR ® � ;� Ails. $}�
GARBAGE DISPOSAL AND BOTTOM HALF NOT FOR DISH WASHER is !s's '.
= 3/Ox3/6-XO '!?
— ---
W)5!f:yO
UNDER -MOUNT DOUBLE BASIN P SINK WITH HI -RISE GOOSE NECK REMOVABLE SPOUT FAUCET, VERIFY WITH OU,NER
DEE/rr :,/ r :>��s;------- f.r F,:, .. .r✓,,Y: .F��:. ,,�,';F::,y..a}::'n}v
® REFRIGERATOR SPACE - VERIFY WITH OWNERS FOR WIDTH. INSTALL RECESSED PLUMBING FOR ICE MAKER $
/ter\
PROVIDE UPPER CABINETS. CABINET CONTRACTOR TO PROVIDE SHOP DULLS. 2
® WATER CLOSET: ELONGATED TOILETS. PROVIDE 15" MINIMUM SIDE CLEARANCE TO CENTER OF WATER CLOSET AND 24" MINIMUM g•_g t 4'_0t
FRONT CLEARANCE.
Q SINGLE BASIN 36" LAVATORY - SOLID SURFACE COUNTER WITH VANITY CABINETS BELOW(. CABINET CONTRACTOR TO PROVIDE lm' -2" 2'-2" i'-8" 2'-2"
SHOP DRAWINGS.
$� 5'-0" TUB/SHOWER UNIT WITH SURROUND TO 6'-10" MIN. HEIGHT, (SHOWER HEAD 6-49.
18" INCH SHELF AT 66" WITH POLE BELOW, OR SHELF and DRAWLER UNITS AND CLOSET ORGANIZER$, FLOOR FLAN
2 SCALE: 1/4" a 1'-0"
4222 COMMERCE STP
Eugene, OR 97402
SUITE - E-7
(541) 284-2126
Fax: (541) 284-2126
Cell: (541) 517-4304
NEW ACCE-55ORY DUELLING UNIT
EXISTINCs RESIDENCE
43133rd STREET CLIENT:
SPRINGFIELD, MGM L ITTEN INC.
PO Box 4OB134
EUGENE, OR 81404
kv 541-206-8102
' DRWN: trevia
DATE: 6-10-19
REV:
CAD FILE: 19031
SHEET
2
OF 6 SHEETS
CONCRETE NOTES:
• STEEL REINFORCEMENT: GRADE 60, (No.4 BAR$), ASTM A-615. PLACE PER ACI CODE AND STANDARDS.
• CONCRETE: READY MIXED, AIR ENTRAINED, ASTM C-94 t ASTM C-260
STRENGTH: F'c a 3000 pat. AT 2S DAYS.
DESIGNED: Pic a 2500 pal., (N0 SPECIAL INSPECTION REQUIRED).
• LAP HORIZONTAL STEEL MINIMUM 2411 FOR No.4 BARS, AT ALL CORNERS, STEPS, AND SPLICES.
• EXCAVATE TO PROVIDE FOR THE INDICATED CONSTRUCTION AND CONFORM TO THE FINISH GRADES.
FOOTING ARE TO BEAR ON UNDISTURBED LEVEL SOIL, DEVOID OF ANY ORGANIC MATERIAL AND
STEPPED AS REQUIRED TO MAINTAIN THE REQUIRED DEPTH BELOW GRADE. REMOVE EXCESS
MATERIALS FROM JOB SITE.
• PERFORATED AND NON -PERORATED DRAIN PIPE TO BE SCHEDULE 40 ABS, or PVC-DWV PIPE AND
FITTINGS, SEE DRAWING FOR SLOPE. JOINT$ AND FITTINGS TO BE SOLVENT WELDED.
• FOOTING$ TO BEAR ON UNDISTURBED NATIVE SOIL OR ENGINEERED FILL BY SOILS ENGINEER PLACED
ON THE UNDISTURBED NATIVE SOIL.
• EXCAVATE THE SITE AT ALL CRAWL SPACES TO PROVIDE A MIN. OF 16" BETWEEN BOTTOM OF GIRDERS
AND GRADE.
• ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROTECTED.
SOIL BEARING PRESSURE ASSUMED TO BE 1500 paf.
1/2" Dia. ANCHOR BOLTS WITH 0229"x3"x3"
STEEL PLATE WASHERS AT V-0" O.C.
MAXIMUM. (2) ANCHOR BOLTS MINIMUM PER
LAP SIDING FOUNDATION PLATE, AND (1) BOLT WITHIN 11"
OFF THE END OF EACH PLATE. EMBED
ANCHOR BOLTS 1" MINIMUM INTO CONCRETE.
P.T. 2x6 SILL 5 1/2 " CONC. SLAI3, NPLAN FOR CALL -OUT E FO.
SLOPE FIN. GRADE AWAY
°
(2) CONT. No. 4 BAR$
N of> ° p
°
UNDISTURBED SOIL
2.1 � 2.1
cir. c1r.
SEE FND. PLAN
1:OOTINGrt DETAIL
A l SCALE: P ■ P-0"
A
SIMPSON 6ST1320 ANCHOR
BOLT WITH SIMPSON
HDU4-SDS2.5 HOLDOWN
® 1----
71
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21'-6"
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FOUNDATION PLAN
!:ALI=: 1/4" = II -0"
4222 COMMERCE QTR
Eugene, OR 97402
SUITE - E-7
(541) 284-2126
Fax: (541) 284-2126
Cell: (541) 517-4304
321-011
V�1.e, Cody
ASU
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P93aF6
NEW ACCESSORi� DWELLING UNIT
EXISTII4G RESIDENCE
43133rd STREET
SPRINGFIELD, MCWN
CLIENT:
LITTEN INC.
PO BOX 4M%
EUGENE, OR 51404
kv 541-206-6102
61
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DRWN: travis
DATE: 6-10-19
REV:
CAD FILE: 19031
SHEET
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-8" MIN.
2x STUDS at 16" oz.
STRUCTURAL
PANEL EDGE
JOINT OVER
BLOCKING
HEADER PER ROOF
FRAMING PLAN
2x TRIMMER
MIN. 1/16" STRUCTURAL PANEL
BOTH SIDES, 8d NAILS at 6" oc.
EDGES, $d NAILS at 12" oc. FIELD.
FOOTING SHALL BE CONTINUOUS
ACROSS ENTIRE LENGTH OF
IWO Ib. HOLD DOWN, (2) BRACED WALL LINE REINFORCE
PER PANEL TOTAL (USE WITH MIN. (2) no.4 BARS EXTEND
SIMPSON H0U4-SD52.5 10'-0" BEYOND THE PANEL
OR EQUAL). ! ! I
FOUNDATION WIDTH SHOWN
IS AT GARAGE CORNER -
EXTEND AS REQUIRED FOR
OTHER LOCATIONS.
DIA. x 10" A.B.
BTM. PLATE
P.T. SILL PLATE
I
m= FOOTING
n
L5
cn { NOT REQ'D FOR
2" MONO POUR i
clr. SEE FND. PLAN (2) noA DOWELS
611
NOTE: '— FOOTING SHALL BE CONTINUOUS ACROSS ENTIRE
LENGTH OF BRACED WALL LINE, RINFORCE WITH (2)
WHEN INSTALLED AT 2nd STORY, 1800 Ib No.4 CONT. BARS at BTM OF FTG., WITH 90' BEND
HOLDOWNS REQUIRED TO SECURE ALTERNATE AND CONTINUE IN TO FOOTING 10" MIN. FROM EACH
BRACE PANEL TO WALL FRAMING BELOWW, SIDE OF END WALL
t T LA5P
� � ERN�a � �R>�►cE PANEL
SCALE: 3/4" s P-0"
PRE-ENGINEERED TRUSSES WITH 7/16" MINIMUM STRUCTURAL ROOF
SHEATHING ATTACHED WITH 8d COMMON NAILS (2 1/2" x 0.131") AT
6" o c. EDGE AND 12" oc. FIELD. INSTALL ROOFING FELT AND
ASPHALT ROOF SHINGLES PER SECTION 89052 OF THE ORSC.
SIMPSON HI TIE
R-21 INSULATION
5EDROO" 12
2x4 AT 16" oz. INTERIOR
NON BEARING WALL
5 1/2" MIN. CONCRETE SLAB WITH
REINFORCEMENT BY OWNER
:TION
: 1/2" - p,
4222 COMMERCE STP
Eugene, OR 97402
SUITE - E-7
(541) 284-2126
Fax: (541) 284-2126
Cell: (541) 517-4304
ATTIC
R-49 INSULATION
1/2" GYPSUM --
CEILING BOARD
12
"'- Iro
LIVING
24 AT 16" oz. EXTERIOR WALL WITH DRAINABLE
HOUSE WRAP / VAPOR BARRIER AND WITH 1/16"
MINIMUM STRUCTURAL SHEATH AND ROUGH SAW
BATTS AT 24" o c. EXTERIOR FINISH.
8117q'0001�4"I- iYP�
Ed l�l�CV� 5 �11 (o
N"EW ACCIE550RY DWELLING UNIT
EXISTING RESIDENCE
43133rd STREET
SPRIWIELD, OREGON
CLIENT:
LITTEN INC.
PO BOX 40994
EOR 91404
541-206-8102ji
DRWN: travis
DATE: 6-10-19
REV:
CAD FILE: 19031
SHEET
5
OF 6 SHEETS
GENERAL REQUiREMENTS and r''I,14'i"ERIAL. SPEC: IFICATIONS:
GENERAL REQUIREMENTS
1. Codes - Construction to comply with the following codes as adopted by Local Agency =
• 2011 Oregon Residential Specialty Code ( ORSC) _
• 2011 Oregon Electrical Specialty Code l OESC) _
• 2011 Oregon Plumbing Specialty Code ! OPSC) _
• 2014 Oregon Energy Efficiency Specialty Code i OEESC) :
3. The contractor la responsible for coordinating the work of the subcontractors and trades.
4. Shop drawings required by the contract drawtnge, or material specifications shall be
submitted to the owner and engineer for review and approval, prior to fabrication.
5. Materials are to be handled, stored and installed in compliance with the manufacturer's
recommendations.
6. The contractor shall provide the necessary temporary shoring t bracing as required until
all final connections have been completed in accordance with the drawings in order to
maintain a safe work environment.
1. The Contractor shall verify all dimensions with owner before commencing work All
Standards referred to in the plane and specifications shall apply to the latest edition of
such standards 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.
S. The notes and details on this sheet are ggeneral. Specific information on the drawings
differing from these notes shall appplyy. tUritten dimensions have precedence over scaled
dimensions. DO NOT SCALE DRAW1tdG8.
S. Work to be performed and scheduled to cause the least disruption to the building
occupants and operations,
10, Substitute or equivalent materials, equipment, fixtures or other items of construction may
be considered by the owner and engineer upon submission of adequate information to
Justify such substitution.
it. Contractor to remove excess materials and debris from site and leave work areas in a
clean condition upon completion of work
12. Any changes from these plana must be approved by the engineer of record and/or
appropriate agency prior to or during construction.
13. The Contractor shall verify all utility locations prior to construction or excavation.
14. Blocking - 2X width of stud or roof rafter, shall be provided at ceiling and roof lines so
that the unbraced length of any framing does not exceed 101-011.
- SITE UJOW
1. Excavate to provide for the indicated construction and conform to the finish grades.
Remove excess materials from site.
2. Footings to bear on undusturbed native Boli or engineered fill by Soils Engineer
placed on undisturbed native soil.
3. Any fill under grade supported slabs to be a min. of 411 of gravel compacted to IS% of a
standard proctor, per ASTM D-1556.
4. Storm and rainwater drain lines:
Schedule 40 ABS, or PVC -011,1V pipe and fitting, 1/8" per foot
Joints and fitting& to be solvent welded.
Connection to down spout to be 12t1 above finished grade.
- CONCRETE
i. Footings, stem wails, walls, interior and exterior slabs on grade:
Ready mixed, air entrained, ASTM C-94 4 ASTM C-260.
Strength ■ 3000 psi minimum at 28 days.
Designed . 2500 pal, no special inspection required.
2. Steel Reinforcement :
Grade 60 Minimum , ASTM A-615 . Place per ACi Code and Standards . La continuous
No.4 Bars 24" Minimum and No.S 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 1/411 per foot for drainage.
- METALS
1, Prefabricated Framing Anchores
Simpeon Strong -Tie Company Inc„ $336 West Lae Positae Blvd. Pleasanton, CA 94588.
Designation on plans are from catalog C -C-2019 .
2. Anchor bolts, Threaded Rods, Thru-Bolts and Lag Screws installed to pressure treated
members are required to be hot dII212ad galvanized. or Type 304 or 316 stainless steel.
S. All fasteners, hangers, and other connectors in contact with pressure treated materials are to
be hot -dip galvanized, zinc -coated galvanized steel, or stainless steel per ORSC 83113.1 .
4. All anchor bolts shall include Steel plate washers, a minimum of 0.229=' thick x311x311 in size.
These washers are to be located between the top of the slit plate(s) and the nut as per
ORSC R602.11.1.
5. All Simpson Framing Anchors and Connectors installed Outdoors or In contact with pressure
treated members are required to be hot dipped galvanized or =AXA Coated per
Simpson Stong-Tie® instructions.
- W00 FRAMING AND PLASTICS
1. Construction:
Wood construction per Conventional Construction Requirements of chapters 5, 6, and S
of the 2011 Oregon Residential Specialty Code.
2. Fastening of Structural Members - Residential
Per 112011 Oregon Residential Specialty Code", -TABLE R60230).
3. Evidence of Grade:
Grade mark of an approved grading organization having ,jurisdiction must appear
on each piece of material.
4. Trim: Furnish and install necessary trim and moiding including miscellaneous hardware.
5. Framing Lumber:
Douglas Fir / Larch 846, to standard dimensions - 2x and 4x framing to be No. 2
or better, 6 x framing to be No, 2 or better, P.T. to be No. 2 or better, and
Furring and Blocking to be No. 3 or better .
6. Pressure Treated Lumber:
Sill plates, foundation plate$ and embedded columns in contact with concrete -
to be 02 hem -Fir, pressure treated lumber (unless noted otherwise) that conforms
to AWPA standards Ul (commodity specification A ) and M4.
8. Roof Sheathing=
APA rated sheathing, exposure I. Panel span rating 32/16 minimum 1/16"
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. SD Common nails (2 1/211 x 0.131') at 611 O.C. at supported edges
and 1211 oz. at intermediate framing members.
9. Wall Sheathings
APA rated sheathing, exposure i. Panel span rating, 24/0 minimum 1/1611 thickness.
Grade mark by APA or other approved agency.
Attachments:
Place sheets perpendicular to studs and staggered Joints. Unblocked diaphragm.
SD Common nails (2 1/211 x 0.13111) at roil O.C. at supported edges and 1211 O.G. at
Intermediate framing members.
10. Prefabricated Wood Roof Truaeess
Design by fabricator to fit dimensions indicated on plans and loads indicated
below:
Top Chords 25 paf L.L. 1 paf D.L.
Bottom Chords 0 paf LL. 10 pef D.L.
METAL -PLATE Connected Wood Trusses shalt comply with ORSC 8802.10.2, and most the
design, manufacture, and quality assurance as eat forth by ANSI/TPI-1.
Fabricator responsible for designing neceseary bridging and bracing. Contractor
responsible for installing required bracing during erection. Submit shop drawings stamped
by a Registered Oregon Engineer.
4222 COMMERCE ST0
Eugene, OR 97402
SUiTE - E-7
(541) 284-2126
Fax: (541) 284-2126
Cell: (541) 517-4304
- THERMAL E MOISTURE PROTECTION
I. insulations
Walla, R-21 fiberglass batt insulation with integral one perm rated vapor barrier
placed on warm side of wall.
Roof/Ceiling, R-49 ( R-38 Vaulted ) fiberelase batt insulation with integral one perm rated
vapor barrier placed on warm side of framing.
2. Roof Coverings
-Claes B minimum asphalt shingle roof assembly. Each package of shingles shall
bear the label of an approved agency.
3. Flashing: 26 gauge galvanized sheet metal with baked on enamel finish, color by owner.
4. Sealant and Caulking:
Polyurethane sealant, gun applied, color by owner.
-Caulking shall be of a type that to compatible with ail adjacent surface material.
- DOORS AND WINDOWS
I. Windows and Doors to be installed as per manufactures instructions and specifications
2. Windows and doors must most the requirements of Chapter 11 and TABLE N1101.1(i) and two
additional measures from TABLE Ni101.1(2) of the 2014 Oregon Residental Specialty Code.
Windows to have a maximum rating of U•O35, Exterior Door& U■0.20, and Exterior Poore
with more than 2.5 eq, ft, of glazing U■0.40.
3. Doors and windows to be fully weather-stripped, caulked, gaeketed, or otherwise
treated to limit air infiltration.
4. All windows within IS" of the Floor and within 2411 of any Door shall have tempered glazing.
All windows shall be dual glazed, sizes as noted on plane. Caulk around all windows, tyJI��ical,
2
Each bedroom to have a minimum window opening of 5.1 sq. ft, with a minimum width of 011, a
minimum window height of 2411, and a maximum sill height of 4411 measured from the finished
floor to the bottom of the clear opening .
f,tE copy
oliginal a i
NIEW ACCESSORY DWELLING UNIT
DRwN: trawl$
DATE: �o-i0-19
REV:
CAD FILE: 1903'1
EXISTIIA RESIDENCE
43133rd STREET CLIENT:
SPRiWGRELD, OREGON LITTEN INC.
PO 5OX 4Mg4
SHEET
EUGENE, OR 51404
541 -20b -01-m-
OF 6 SHEETS