HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/28/2023i
PROJECT DATA:
LOCATION:
SITE ADDRESS: 2570 20TH STREET, SPRINGFIELD, OR 97477
MAP/TAX LOT: 17-03-24-42-02743
ZONING: L: LOW-DENSITY RESIDENTIAL
SCOPE:
BUILDING USE: SINGLE FAMILY RESIDENCE
SUMMARY: BEDROOM ADDITION, INCLUDING ADDITIONAL BATHROOM
(1 WATER CLOSET, 1 LAVATORY, 1 SHOWER), PORCH ADDTION AND
INTERIOR KITCHEN REMODEL.
FLOOR AREA:
SHEET LIST:
EXISTING HOUSE:
1127 S.F.
EXISTING GARAGE:
605 S.F.
ADDITION (INTERIOR):
268 S.F.
COVERED PATIO:
478 S.F.
LOT COVERAGE:
LOT AREAISIZE: 0.19 ACRE
LOT COVERAGE:
- EXISTING: 1732 S.F. => 20%
-PROPOSED: 2478 S.F. => 29.9%
ENERGY EFFICIENCY CODE COMPLIANCE:
PROJECT TO COMPLY WITH 2021 OREGON RESIDENTIAL SPECIALTY CODE
PRESCRIPTIVE ENVELOPE REQUIREMENTS:
• WALL INSULATION: R-21 INTERMEDIATE
• VAULTED CEILINGS: R-38
• WINDOWS: U-0.30
• UNDERFLOOR: R-30
• EXTERIOR DOORS w/ >2.5 S.F. GLAZING: U-0.40
ADDITIONAL MEASURES:
OPTION 5 DUCTLESS HEAT PUMP
GENERAL NOTES:
1. ALL WORK SHALL COMPLY WITH LOCAL & STATE CODES, ORDINANCES
AND GOVERNMENT AGENCIES. IN THE EVENT OF A CONFLICT, THE MOST
STRINGENT REQUIREMENTS SHALL APPLY. ANY DISCREPANCIES SHALL BE
DISCUSSED WITH THE DESIGNER/ARCHITECT BEFORE CONSTRUCTION IS
COMMENCED.
2. CONTRACTORS/SUB-CONTRACTORS SHALL EXAMINE AND VERIFY
CONDITIONS OF THE JOB SITE. ANY DISCREPANCY BETWEEN THE
DRAWINGS AND EXISTING CONDITIONS SHALL BE RECORDED IN WRITING
AND REPORTED TO THE DESIGNERIARCHITECT FOR RESOLUTION PRIOR TO
COMMENCEMENT OF WORK.
3. CONTRACTORS/SUB-CONTRACTORS TO PATCH AND REPAIR ALL
STRUCTURE, FRAMING AND FINISHES AFFECTED BY CONSTRUCTION. ALL
EXISTING CONDITIONS OF THE SITE (INTERIOR AND EXTERIOR) NOT TO BE
REMOVED OR DEMOLISHED SHALL BE PROPERLY PROTECTED AGAINST
DAMAGE AND POSSIBILITY OF FIRE AND BODILY HARM.
4. ALL PERMITS SHALL BE PROPERLY DISPLAYED ON SITE. ALL
CONTRACTORS/SUB-CONTRACTORS SHALL SUBMIT PROOF OF WORKERS
COMPENSATION INSURANCE PRIOR TO WORK.
5. DO NO SCALE DRAWINGS. DIMENSIONS SHALL BE FIELD VERIFIED BY
CONTRACTORS/SUB-CONTRACTORS. ALL DISCREPENCIES SHALL BE
DISCUSSED WITH DESIGNER/ARCHITECT PRIOR TO COMMENCEMENT OF
WORK.
6. DIMENSIONS OF NEW CONSTRUCTION ARE TO FACE OF FRAMING,
.UNLESS NOTED OTHERWISE. ALL SHEETROCK/GYPSUM.WALL BOARD
(GWB) SHALL BE 1/2", UNLESS NOTED OTHERWISE.
VICINITY MAP (NTS):
i
Hayden Bridge Rd Hayden Bridge Rd
Z
Vera St Viewmord Ave
ps �
Delrose Ave 8 I
Daphne St
Yolanda Ave Yolanda Ave Yolanda Ave Yolanda Ave
SITE
2570 20TH STREET
SPRINGFIELD, OR 97477
�1:Z•alXst i i4_"T3
OWNERS:
VERN AND SHEILA MARSONETTE
2570 20TH STREET
SPRINGFIELD, OR 97477
EMAIL: vmarsonette2000@yahoo.com
PHONE: 541.600.5332
GENERAL CONTRACTOR:
HUNTER COMBS
COMBS CONSTRUCTION
2401 A STREET
SPRINGFIELD, OR 97477
PHONE: 541.520.5732
EMAIL:
hunter@combsconstructionlic.com
CCB # 236615
ARCHITECT:
JENNA FRIBLEY, AIA, LEED AP
CAMPFIRE COLLABORATIVE:
ARCHITECTURE & DESIGN, PC
138 MAIN STREET
SPRINGFIELD, OR 97477
PHONE: 541.914.0334
EMAIL: jenna@campfirelab.com
STRUCTURAL ENGINEER:
PETER DEGNER
PIONEER ENGINEERING LLC
P.O. BOX 232
SPRINGFIELD, OR 97477
PHONE: 541.746.5841
EMAIL: peter@pioneerengr.Com
13. CONSTRUCTION SITE TO BE CLEAN AND TIDY AT END OF JOB.
14. ALL WORK, MATERIALS AND EQUIPMENT TO BE GUARANTEED FOR ONE
YEAR FROM DATE OF FINAL PAYMENT TO CONTRACTORS/SUB-
CONTRACTORS.
1" ACTUAL
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE TO BE
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
CAMPFIRE COLLABORATIVE:
ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campfirelab.com
www.campfirelab.com
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REVISIONS:
No. Note i Date
I
DATE
SHEET LIST:
7. MATERIAL CHOICES, FIXTURES AND FINISHES NOT SPECIFIED SHALL BE
NUMBER
SHEET NAME
PRE -APPROVED BY OWNER AND DESIGNER/ARCHITECT. ALL
AO.01
TITLE SHEET
MATERIALS/FIXTURES TO BE NEW UNLESS SPECIFIED OTHERWISE AND
AO.02
SITE PLAN
SHALL NOTE BE SUBSTITUTED UNLESS APPROVED BY
AO.03
EXISTING & DEMO PLAN
ARCHITECT/DESIGNER PRIOR TO PURCHASE AND INSTALLATION.
A1.01
FLOOR PLAN - OVERALL (REF.)
8. ALL CONSTRUCTION MATERIALS SHALL BE PROPERLY STORED AND
A1.02
FRAMING PLAN - FOUNDATION
PROTECTED FROM DAMAGE, THEFT AND EXCESSIVE HEAT/COLD/MOISTURE.
A1.03
FLOOR PLAN - BDRM ADDITION
A1.04
FLOOR PLAN - KITCHEN & PORCH
9. WOOD IN CONTACT WITH CEMENT OR MASONRY SHALL BE PRESSURE
A1.05
SHEAR DIAGRAM & SCHEDULE
TREATED.
A1.06
ROOF PLAN - OVERALL
10. PROVIDE ACCESS TO CONCEALED VALVES, DAMPERS, CONTROLS,
A1.07
ROOF FRAMING PLAN
JUNCTION BOXES, ETC.
A1.08
RCP & SWITCHING PLAN
A2.01
EXTERIOR ELEVATIONS
11. CONTRACTORS/SUB-CONTRACTORS SHALL PROVIDE & INSTALL
A2.02
EXTERIOR ELEVATIONS
STIFFERENERS, BRACING, BLOCKING, BACK-UP PLATES & SUPPORTING
A2.03
DOOR & WINDOW SCHEDULES
BRACKETS REQUIRED FOR THE INSTALLATION OF CASEWORK, SHELVING
A3.01
SECTIONS - ENV ADDITION
AND FLOOR MOUNTED OF SUSPENDED MECHANICAL & ELECTRICAL
EQUIPMENT.
A3.02
SECTIONS - N/S ADDITION
A4,01
INTERIOR ELEVATIONS
12. SHOP DRAWINGS TO BE SUBMITTED FOR ALL CUSTOM DESIGN
A4.02
INTERIOR ELEVATIONS
ELEMENTS AND MILLWORK/CABINETRY. DESIGNER/ARCHITECT TO SIGN -OFF
A5.01
DETAILS
ON SHOP DRAWINGS PRIO TO CONSTRUCTION COMMENCEMENT.
A5.02
DETAILS
13. CONSTRUCTION SITE TO BE CLEAN AND TIDY AT END OF JOB.
14. ALL WORK, MATERIALS AND EQUIPMENT TO BE GUARANTEED FOR ONE
YEAR FROM DATE OF FINAL PAYMENT TO CONTRACTORS/SUB-
CONTRACTORS.
1" ACTUAL
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE TO BE
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
CAMPFIRE COLLABORATIVE:
ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campfirelab.com
www.campfirelab.com
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REVISIONS:
No. Note i Date
I
DATE
4.26.2023
JOB
22020
SCALE
118..011.0.1 o
DRAWN BY
KB u
CHECKED BY
JLF
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AO.01 lu
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19'-9" 16'-2" 1. 9'-1" 28'-8"
• PROPERTY LINE FENCE LINE
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THIS DRAWING WILL HAVE TO BE
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
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ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campflrelab.com
www.campffrelab.com
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ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campflrelab.com
www.campffrelab.com
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REVISIONS:
No. Note Date
DATE 4.26.2023
JOB 22020
SCALE V. =10' -D" C
DRAWN BY KB f
CHECKED BY JLF
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REVISIONS:
No. Note Date
DATE 4.26.2023
JOB 22020
SCALE V. =10' -D" C
DRAWN BY KB f
CHECKED BY JLF
A0.02 t
i
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REMOVE (E) WINDOW
REMOVE (E) TOILET,
REPLACE
REMOVE (E) WINDOW
28'- 8"
REMOVE (E)
DOOR AND FILL
GARAGE
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REMOVE (E) DOOR,
REPLACE
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DEMO (E) WALL
LIVING ROOM
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*REMOVE POPCORN
CEILING THROUGHOUT"
DEMO (E) CABINETS
KITCHEN DEMO (E) WALLS AND REMOVE (E)
REMOVE (E) LI BUILT-IN CASEWORK AND REPLACE
OOR
SLIDING DOOR I /
BEDROOM 3
BATH 1�= DEMO (E) CLOSETS
DEMO VANITY (E) _ z i L AND REMOVE DOORS
VANITY AND SINK -------------- _
DEMO (E) CLOSETS
AND REMOVE DOORS
F,
REMOVE (E) DOOR
` BEDROOM 2
BEDROOM 1
u �u
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DEMO (E) CLOSETS
AND REMOVE DOORS
1" ACTUAL
lk
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE TO BE
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
CAMPFIRE COLLABORATIVE:
ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campfirelab.com
www.campfirdab.com
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REVISIONS:
No. Note Date
DATE
3.1.2023
JOB
22020
SCALE
1/8" =1'-0" c
DRAWN BY
KB
CHECKED BY
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A2.02
GENERAL NOTE:
RECONFIGURE (E) HVAC AND HEATING AS
NEEDED
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CAMPFIRE COLLABORATNE:
ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campfirelab.com
www.campfirelab.com
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NS:
No. Note Date
DATE 3.1.2023
JOB 22020
SCALE 118" =1'-0"
DRAWN BY KB
V ACTUAL
� i• CHECKED BY JLF
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY, . 0
THIS DRAWING WILL HAVE TO BE
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
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(2) 2X4 DF #2 POST, MIN.
4X4 DF #2 POST
(E) GARAGE SLAB
(E) CONCRETE
FOUNDATION WALL
FOOTING: 2'X 2' SQUARE , 8"
THICK (MIN) W/4" @ 8" O.C. EACH
WAY, 3" CLR FROM BOTTOM
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(2) 2X6 DF #2 POSTS A3.02
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FOOTING: 2'X 2' SQUARE , 8" �
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THICK (MIN) W/4" @ 8" O.C. EACH ---
WAY. 3" CLR FROM BOTTOM -
(2) 2X4 OF #2 POST, MIN.
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(2) 2X4 DF #2 POST, MIN. �` I III III I
12'- 2" I I I I I I (2) 2X6 OF #2 POSTS
4X4 DF #2 POSTISI I I yI I r�� I III III I I 4X6 OF #2 POST
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II II II II
III f'1 III I'I III I' - 101, TYP. _
FOOTING: 2'X 2' SQUARE , 8" FJ
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WAY, 3" CLR FROM BOTTOM (2) 2X4 DF #2 POST, MIN.
d I(E) CRAWL SPACE ---
- -
`' II II II II II II
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FOOTING: 2'X 2' SQUARE , 8"
THICK (MIN) W/4" @ 8" O.C. EACH ���/// 4' - 0"
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EQ III I,I III EQ III II ----------
(E) CONCRETE J
FOUNDATION WALL 12' 0"
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BEAM SCHEDULE:
• FJ101: 2X10 DF #2 @ 24" O.C.
• RJ101: 2X12 DF #2 @ 16" O.C.
• RJ102: 2X12 DF #2 @ 24" O.C.
• B101: 3-1/2" X 12" DF GLULAM W/ (2) tip
2X6 DF #2 POSTS, CLIP RAFTERS TO �pFjR£ CULLABp�P�\
BEAM ABOVE W/ H6 CLIPS
• B102: 6X12 DF #2 W/ 4X4 HF #2 P.T. CAMPFIRE COLLABORATIVE:
W/ CC CAP &ABU BASE & (2) ARCHITECTURE & DESIGN, PC
2X6 DF #2 POST IN WALL 541.914.0334
•
13103: 5-112" X 9" 24F -V4 OF GLULAM hello@campfirelab.com
W/4X6 DF #2 POSTS www.campriirelab.com
• B104/B106: 4X12 OF #2 W/ CC CAP TO
B107 & (2) 2X6 OF #2 POST IN WALL
• B105: 6X12 DF #2 W/ 4X4 HF #2 P.T.
KING POST W/ CC CAP & (2) 2X6 DF #2
POST IN WALL
• B107: 3-1/2" X 13-1/2" 24F -V4 DF Z
GLULAM W/ 4X4 HF #2 P.T. POSTS W/ 0
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"q�A3.017 REVISIONS:
No. Note Date
I
FOOTING: 2'-6" X 2'-6"
c�
SQUARE, 8" THICK
(MIN) W/4" @ 8" O.C.
EACH WAY, 3" CLR
FROM BOTTOM
NEW CRAWL SPACE DATE 3.1.2023
JOB 22020
VENT SCALE 1/8" =1'-0"
DRAWN BY KB
PROVIDE ACCESS TO NEW 1" ACTUAL
CRAWL SPACE. PROVIDE
-' CHECKED BY JLF
MIN. OPENING: 18"X24"
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY, n . O
THIS DRAWING WILL HAVE TO BE A
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
BATH 1
REPLACE (E) TOILET
5'-0"
VIF
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> 4' - 6" co
FILL TO MATCH
(E) WALL
THICKNESS
BEDROOM 1
(E) MINI SPLIT
(F)
9, - n'.
9'- 1 1/2" +/-
5'-0" 3'-9"+/-
0
10'- 2 1/2"
(2) 2X4 DF #2 POST, MIN. 4X4 DF #2 POST
— BEAM SCHEDULE:
• FJ101: 2X10 DF #2 @ 24" O.C.
• RJ101: 2X12 DF #2 @ 16" O.C.
• RJ102: 2X12 DF #2 @ 24" O.C.
• B101: 3-1/2" X 12" DF GLULAM W/ (2)
2X6 DF #2 POSTS, CLIP RAFTERS TO
BEAM ABOVE W/ H6 CLIPS
• B102: 6X12 DF #2 W/ 4X4 HF #2 P.T.
POST W/ CC CAP & ABU BASE & (2)
2X6 DF #2 POST IN WALL
8103: 5-1/2" X 9" 24F -V4 DF GLULAM
NEW FRONT W/4X6 DF #2 POSTS
PORCH % 131041B106:4X12 DF #2 W/ CC CAP TO
8107 & (2) 2X6 DF #2 POST IN WALL
• B105: 6X12 DF #2 W/ 4X4 HF #2 P.T.
'v KING POST W/ CC CAP & (2) 2X6 DF #2
POST IN WALL
B107: 3-1/2" X 13-1/2" 24F -V4 DF
GLULAM W/ 4X4 HF #2 P.T. POSTS W/
CC CAP & ABU BASE
HEADERS:
1 STEP UP 4X8 DF #2 W/ 2X TRIMMER TYP., U.N.O.
HANGING
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WALL TYPES:
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10'- 2 1/2"
(2) 2X4 DF #2 POST, MIN. 4X4 DF #2 POST
— BEAM SCHEDULE:
• FJ101: 2X10 DF #2 @ 24" O.C.
• RJ101: 2X12 DF #2 @ 16" O.C.
• RJ102: 2X12 DF #2 @ 24" O.C.
• B101: 3-1/2" X 12" DF GLULAM W/ (2)
2X6 DF #2 POSTS, CLIP RAFTERS TO
BEAM ABOVE W/ H6 CLIPS
• B102: 6X12 DF #2 W/ 4X4 HF #2 P.T.
POST W/ CC CAP & ABU BASE & (2)
2X6 DF #2 POST IN WALL
8103: 5-1/2" X 9" 24F -V4 DF GLULAM
NEW FRONT W/4X6 DF #2 POSTS
PORCH % 131041B106:4X12 DF #2 W/ CC CAP TO
8107 & (2) 2X6 DF #2 POST IN WALL
• B105: 6X12 DF #2 W/ 4X4 HF #2 P.T.
'v KING POST W/ CC CAP & (2) 2X6 DF #2
POST IN WALL
B107: 3-1/2" X 13-1/2" 24F -V4 DF
GLULAM W/ 4X4 HF #2 P.T. POSTS W/
CC CAP & ABU BASE
HEADERS:
1 STEP UP 4X8 DF #2 W/ 2X TRIMMER TYP., U.N.O.
HANGING
T-0" —
BEDROOM 2 w W l�
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(3) 2X4 co w
(3) 2X4 c
ILL X
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(3) 2X4
12'-0"
11" ACTUAL
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE TO BE
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
CDLLA���P�4,
CAMPFIRE COLLABORATIVE:
ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campfireleb.com
www.campflrelab.com
1
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WALL TYPES:
- 4X6 DF #2 POST
F-
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11" ACTUAL
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MEASURE ONE INCH (1") EXACTLY,
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ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
CDLLA���P�4,
CAMPFIRE COLLABORATIVE:
ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campfireleb.com
www.campflrelab.com
JEh) L. �r'13i; LY
r
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r a
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REVISIONS:
No. Note Date
DATE 3.1.2023
JOB 22020
SCALE As indicated a
DRAWN BY KB cu
_ c
CHECKED BY JLF c
A1.03
O
F-
�
J
Q
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c
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m
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REVISIONS:
No. Note Date
DATE 3.1.2023
JOB 22020
SCALE As indicated a
DRAWN BY KB cu
_ c
CHECKED BY JLF c
A1.03
4X4 OF #2 POST
io
N
CENEWPORCH ROOF LINE
-- ------j
I
I o '
I
i
BEAM SCHEDULE:
r I
I
I
12'-0"
I
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-
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ONE
STEP UP
I
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1
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LLI
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NEW
CAMPFIRE COLLABORATIVE:
�I
CONCRETE
• B103: 5-1/2" X 9" 24F -V4 OF GLULAM
It
SLAB
www.campfiirdab.com
OI
/
Wi
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(2) 2X4 OF #2 POST, MIN.
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GLULAM W/ 4X4 HF #2 P.T. POSTS W/
NEW WINDOW IN (E)
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I-� I I
2 \ / I
II
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CORNER I �v I
REVISIONS:
No. Note Date
DATE 3.1.2023
JOB 22020
SCALE As indicated 170
1" ACTUAL
i
BEAM SCHEDULE:
CHECKED BY
JLF
• FJ101: 2X10 OF #2 @ 24" O.C.
- C
i•
• RJ101: 2X12 OF #2 @ 16" O.C.
A1 O4
1
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• 11.1102:2X12 OF #2 @ 24" O.C.
■
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• B101: 3-1/2" X 12" DF GLULAM W/ (2)
C
2X6 OF #2 POSTS, CLIP RAFTERS TO
COLLPO�RP�`
BEAM ABOVE W/ H6 CLIPS
• B102: 6X12 OF #2 W/ 4X4 HF #2 P.T.
POST W/ CC CAP & ABU BASE & (2)
CAMPFIRE COLLABORATIVE:
2X6 OF #2 POST IN WALL
ARCHITECTURE & DESIGN, PC
541.914.0334
• B103: 5-1/2" X 9" 24F -V4 OF GLULAM
hella@campflrelab.com
WAX6 OF #2 POSTS
www.campfiirdab.com
• B104/B106: 4X12 OF #2 W/ CC CAP TO
B107 & (2) 2X6 OF #2 POST IN WALL
• B105: 6X12 OF #2 W/ 4X4 HF #2 P.T.
_
KING POST W/ CC CAP & (2) 2X6 OF #2
POST IN WALL
• B107: 3-1/2"X 13-1/2" 24F -V4 OF
O
GLULAM W/ 4X4 HF #2 P.T. POSTS W/
d
CC CAP & ABU BASE
0
HEADERS'
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O'D
B2: 2X6 NEW INTERIOR WALL
EXISTING WALL
j E t.i P. L Ly
r
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1 -OF
0 FUP'
REVISIONS:
No. Note Date
DATE 3.1.2023
JOB 22020
SCALE As indicated 170
1" ACTUAL
DRAWN BY
KB cc
°
CHECKED BY
JLF
- C
i•
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE TO BE
A1 O4
1
C
ENLARGED OR REDUCED
■
C
AFFECTING ALL LABELED SCALES.
C
_
0
NOTE: O®
FIELD VERIFY EXISTING PORTIONS OF
NOTED SHEAR WALLS =
Cn
PORCH
----------------------------------
SHEAR
---------------------------- -SHEAR WALL
R 11' Li v l! 'a "
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1 I' ACTUAL
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MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE TO BE
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
CAMPFIRE COLLABORATNE:
ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campflrelab.com
www.compriirelab.com
W
3.1.2023
JOB
22020
J
1/8" =1'-0"
DRAWN BY
Author
CHECKED BY
Checker
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REVISIONS:
I No. Note Date
DATE
3.1.2023
JOB
22020
SCALE
1/8" =1'-0"
DRAWN BY
Author
CHECKED BY
Checker
A1.05
- NEW PORCH ` -
-- = =- ROOF -- =- - —
(E) GARAGE
ROOF
4" / 1'-0"
=-.u-
-_� _ ADDITION _
-ROOLL
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00
M
1" ACTUAL
Ilk IF THE ABOVE DIMENSION DOES NOT
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THIS DRAWING WILL HAVE TO BE
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
ON
q�pF/Q f COLIA��RP��
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ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campfirelab.com
www.campfiirelab.com
f" EY
a
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REVISIONS:
NO. Note Date
DATE 3.1.2023
JOB 22020
SCALE
DRAWN BY Author @
n
CHECKED BY Checker €
A1.06 t
0
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J
Q
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NO. Note Date
DATE 3.1.2023
JOB 22020
SCALE
DRAWN BY Author @
n
CHECKED BY Checker €
A1.06 t
0
I 1
A3.02
—I -
I
I
I
I
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BEAM SCHEDULE:
• FJ101: 2X10 DF #2 @ 24" O.C.
• RJ101: 2X12 DF #2 @ 16" O.C.
RJ1• B10023-21/2" X 2X12 DF# DF GLULAM W/ (2) FjQ f C
2X6 DF #2 POSTS, CLIP RAFTERS TO
oLt
BEAM ABOVE W/ H6 CLIPS CAMPFIRE COLLABORATIVE:
• B102: 6X12 DF #2 W/ 4X4 HF #2 P.T. ARCHITECTURE & DESIGN, PC
POST W/ CC CAP & ABU BASE & (2) 541.914.0334
2X6 DF #2 POST IN WALL hello@campfirelab.com
• B103: 5-1/2" X 9" 24F -V4 DF GLULAM www.ca"Pfirdeb•coi"
W/4X6 DF #2 POSTS
• B1041B106: 4X12 DF #2 W/ CC CAP TO
B107 & (2) 2X6 DF #2 POST IN WALL
• B105: 6X12 DF #2 W/ 4X4 HF #2 P.T.
KING POST W/ CC CAP & (2) 2X6 DF #2
POST IN WALL
• B107: 3-1/2" X 13-1/2" 24F -V4 DF
GLULAM W/ 4X4 HF #2 P.T. POSTS W/
CC CAP & ABU BASE J
W
HEADERS:
4X8 DF #2 W/ 2X TRIMMER TYP., U.N.O.
w
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REVISIONS:
No. Note Date
DATE 3.1.2023
JOB 22020
SCALE 1181,
DRAWN BY Author
1" ACTUAL
CHECKED BY Checker 1
IF THE ABOVE DIMENSION DOES NOT A1.07
MEASURE ONE INCH (1") EXACTLY, �
THIS'DRAWING WILL HAVE TO BE
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
-- — — i
l � I I I I o •\
G W 1 GFI I I
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1 1 1 W
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(E) LIGHT LOCATION, ± CLOSET w
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OUTLETS TO REMAIN, VIF w
W/ OWNER
a
i
CM
CAMPFIRE COLLABORATIVE:
ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campfirelab.com
www.campfirelab.com
I
I
LU
13'-6"
L
VIF W/OWNER
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d
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CAMPFIRE COLLABORATIVE:
ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campfirelab.com
www.campfirelab.com
I
I
LU
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1" ACTUAL
Ilk I
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THISDRAWING WILL HAVE TO BE
ENLARGED. OR REDUCED
AFFECTING ALL LABELED SCALES.
JEhi 1.51 "' LY
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QIiL"s0(''�
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REVISIONS:
No. I Note Date
DATE 3.1.2023
JOB 22020
SCALE 3/16" = V-0"
DRAWN BY Author
CHECKED BY Checker
Al .08
4X4 DF #2 POST
NORTH ELEVATION
1/8" = V-0"
12
VIF 3
EGRESS
WINDOW:
MIN 5.7 SF -20"
WX24"H
EAST ELEVATION
2 1/8'1 = 1'-0"
NEW ADDITION ROOF
(E) GARAGE ROOF (E) MAIN HOUSE ROOF
r
NEW ADDITION ROOF
12
c� '2 \nG
(E) MAIN HOUSE ROOF
NEW PORCH SLAB
4X4 DF #2 POST
NEW PORCH ROOF
TOP OF IR90FAL
13'-5"
ROOF
7'-7"
LEVEL 1
— — 0'-0"
- 4X4 DF #2 POST GRADE
-1' - 0"
(E) GARAGE ROOF
TOP OF ROOF .�
13'-5"
ROOF A
7'-7"
_
LEVEL 1 i1
GRADE
-1' -oil
J
CAMPFIRE COLLABORATIVE:
ARCHITECTURE & DESIGN, PC
541.914.0334
hello@camprirelab.com
www.campfiirelab.com
J
O O
w
H
> w
w
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OF
REVISIONS:
No. Note Date
DATE 3.1.2023
JOB 22020
SCALE
DRAWN BY KB
1" ACTUAL
CHECKED BYJLF €
c
IF THE ABOVE DIMENSION DOES NOT
C
MEASURE ONE INCH (1") EXACTLY,
c
THIS DRAWING WILL HAVE TO BE
�
A2.01
O
r
ENLARGED OR REDUCED
*
AFFECTING ALL LABELED SCALES.
c
—.
o
1 SOUTH ELEVATION
118" = 1'-0"
4X4 HF #2 P.T. KING POST
B107 B105 -
B104
— _ — 12 _
4
/-o WEST ELEVATION
1
•�A3.01
NEW PORCH ROOF
B106
12 —
4
W ADDITION ROOF
_ TOP OF ROOF
13'-5"
f. (E) MAIN HOUSE ROOF
ROOF
7r -7n
_ LEVEL 1
0'-0"
GRADE
-1'-0"
_TOP OF ROOF
13'-5"
ROOF /1
/ (E) / (E)
71- 711
o i
co
LEVEL 1
----
T-
0'-0"
4X4 OF #2 POST GRADE
NEW PORCH SLAB
4X4 DF #2 POST
V ACTUAL
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1-) EXACTLY,
THIS DRAWING WILL HAVE TO BE
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
cauae°�P��
CAMPFIRE COLLABORATIVE:
ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campfirelab.com
www.campfirelab.com
J
0
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REVISIONS:
No. Note Date
DATE 3.1.2023
JOB 22020
SCALE 118" = 1'-0"
DRAWN BY KB
CHECKED BY JLF
A2.02
H
WINDOW SCHEDULE
MARK ! TYPE WIDTH HEIGHT I SILL HEIGHT OPER. I MFR.
1
42"x36"
21-811
3'-6"
6'-811
3'-0"
SWING - INTERIOR
3'-6"
5
FIXED
BY OWNER
1
2
14"
x 36"
1'
- 2"
3v-011
1
3'-
6"
CASEMENT
BY OWNER
1
3
54"x42"
4'-6"
V
3'-6"
3'-0"
OWNER
SLIDING
BY OWNER
12
L-:
i
n
'E
F
MARK I TYPE I WIDTH I HEIGHT
COUNT
COMMENTS
FRAME, FINISH & HARDWARE, SELECTED BY
OWNER
FRAME, FINISH & HARDWARE, SELECTED BY
OWNER
FRAME, FINISH & HARDWARE, SELECTED BY
OWNER. EGRESS WINDOW:
MIN OPENING - 5.7 SF - 20" W X 24" H
DOOR SCHEDULE
OPER. MFR. COUNT COMMENTS
32"
x 80"
21-811
6'-811
SWING - INTERIOR
BY OWNER
5
FRAME, PANEL, FINISH & HARDWARE, SELECTED BY
POCKET
BY OWNER
1
OWNER
FRAME, PANEL, FINISH & HARDWARE, SELECTED BY
32" x 80"
21- 8"
61-811
�
V
OWNER
36"
x 80"
!3'
- 0"
61-811
SWING - EXTERIOR
BY OWNER
2
FRAME, PANEL, FINISH & HARDWARE, SELECTED BY
W
n
rn
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OWNER
FRAME, PANEL, FINISH & HARDWARE, SELECTED BY
72" x 80"
6l-011
61- 8" SLIDING - CLOSET
BY OWNER
1
0
61-811
DBL - CLOSET
CC
OWNER
FRAME, PANEL, FINISH & HARDWARE, SELECTED BY
72" x 80"
6'- 0"
BY OWNER
1
61-81'
SWING - INTERIOR
OWNER
FRAME, PANEL, FINISH & HARDWARE, SELECTED BY
30" x 80"
2'- 6"
BY OWNER
1
OWNER. *SIZE BASED ON (E) OPENING: IF POSSIBLE,
USE 32"X80" DOOR.
V ACTUAL
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1-) EXACTLY,
THIS DRAWING WILL HAVE TO BE
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
C
e,q�pFiQfCOLLPB��P��
CAMPFIRE COLLABORATIVE:
ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campfirelab.com
www.campfirelab.com
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REVISIONS:
No. Note Date
DATE 3.1.2023
JOB 22020
SCALE
DRAWN BY Author
CHECKED BY Checker
A2.03
1 NEW WALL ON (E)
RAFTERS (EXTERIOR
A3.02 CONDITION ONLY)
CUT BACK EAVE AS
NEW ADDITION ROOF NEEDED TO
ACCOMODATE NEW
NEW CEILING FRAMING CEILING STRUCTURE
TOP OF ROOF
131— 5vl
1 r
(E) ATTIC
ROOF
7'-7"
_ } � OFFICE
BATH 2 HA BATH 1
2 o f \ o \ o
LEVEL 1
01_011
_ • GRADE
r I l
FOUNDATION
—III III IIIIII-1111 IIII—III I IIII f II I III—III—I
H— I I III —21— 5"
NEW FOUNDATION WALL E FOUNDATION (E) 2X8 DECKING
(E) CRAWL SPACE
WALL (E) (2) 2X6, TYP.
(E) FOUNDATION WALL
NEW CRAWL SPACE (E) POSTS, TYP.
NEW FLOOR JOISTS
V ACTUAL
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REVISIONS:
No. Note Date
DATE 3.1.2023
JOB 22020
SCALE 3116" = 1'-0"
DRAWN BY Author
CHECKED BY Checker
A3.01
NEW WALL ON (E)
NEW ADDITION ROOF B103 RAFTERS - CONTINUE
EXTERIOR FINISH
NEW CEILING FRAMING
R102
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--
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No. Note Date
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DATE 3.1.2023
JOB 22020
SCALE 3/16" m V.1i
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A3.02
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DATE 3.1.2023
JOB 22020
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DATE 3.1.2023
JOB 22020
SCALE 1/2" =1'-0" `o
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4'- 7 1/9"
IF THE ABOVE DIMENSION DOES NOT
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THIS DRAWING WILL HAVE TO BE
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CAMPFIRE COLLABORATIVE:
ARCHITECTURE & DESIGN, PC
541.914.0334
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No. Note Date
DATE
3.1.2023
JOB
22020
SCALE
1/2" = 1'-0"
DRAWN BY
KB
CHECKED BY
JLF
A4.02
EXTERIOR
NOTE:
INSTALL SIDING PER MFR. BEST
PRACTICES MANUAL.
TRIM (MATCH EXISTING) &
FLASHING, SEE MFR. BEST
PRACTICES MANUAL
TYP. EXTERIOR WALL ASSEMBLY,
WALL TYPES Al/S1:
(INSIDE TO OUTSIDE)
1. GWB, MATCH (E) THICKNESS
2. 2x6 STUD WALL @ 16" O.C., W/
R-21 BATT INSULATION (VERIFY
EXISTING STUD SIZING)
3. 1/2" PLYWOOD SHEATHING
4. TEXTURED HOUSEWRAP
5. SIDING TO MATCH EXISTING
DRAINAGE:
• EXTEND GRAVEL/CRUSHED STONE MIN.
12" FROM THE OUTSIDE EDGE AND 6"
FROM THE TOP OF FOOTING. COVER
WITH AN APPROVED FILTER MEMBRANE
• SLOPE GRADE AWAY FROM BUILDING
SUCH THAT IT FALLS 6" WITHIN THE
FIRST 10'
STARTER STRIP
INSECT SHIELD
FLASHING
_,— GRADE SLOPED 5°/°°TYP
TYP. ROOF ASSEMBLY
(INSIDE TO OUTSIDE)
1. 2x12 RAFTERS @ 24" O.C.
2. 112" PLYWOOD SHEATHING
3. 30# FELT UNDERLAYMENT (36" STARTER
STRIP OF BITUMINOUS WATERPROOFING AT
LOW EAVE)
4. ASPHALT SHINGLES TO MATCH (E) HOUSE
INTERIOR
2 WALL/WINDOW SECTION - FOUNDATION
119 = 11-0j1
MATCH (E) OVERHANG AND FASCIA
NEW WINDOW,
MATCH/COORDINATE WITH (E)
WINDOWS; INSTALL PER MFR.
BEST PRACTICES MANUAL
TRIM, MATCH (E)
BLOCKING
FLOOR FINISH, MATCH (E)
FINISH FLOOR ELEVATION
PLYWOOD SUBFLOOR
2x10 JOIST, 24" O.C., TYP
R-30 HD ECOBATT
INSULATION, TYP.
CRAWL SPAC E:
• MIN. 18" CLEAR FROM UNDERSIDE OF
FLOOR FRAMING
• MIN 18 X 24 AREAWAY ACCESS FROM (E)
BASEMENT
• INSTALL 6 MIL BLACK POLYETHYLENE
SHEETING WITH 12" LAP AT SEAMS,
EXTEND 12" UP FOUNDATION WALL
• PROVIDE UNDERFLOOR VENTILATION AS
REQ'D, MIN 1 S.F. OPENING PER 150 S.F.
UNDERFLOOR AREA
CONTINUOUS VENT W/
INSECT SCREEN
TYP. EXTERIOR WALL ASSEMBLY,
WALL TYPES Al/S1:
(INSIDE TO OUTSIDE)
1. GWB, MATCH (E) THICKNESS (NOT
IN ATTIC)
2. 2x6 STUD WALL @ 16" O.C., W/ R-21
BATT INSULATION (VERIFY
EXISTING STUD SIZING)
3. 1/2" PLYWOOD SHEATHING
4. TEXTURED HOUSEWRAP
5. SIDING TO MATCH EXISTING
EXTERIOR
NOTE:
INSTALL SIDING PER MFR.
BEST PRACTICES MANUAL.
DRIP EDGE
TRIM (MATCH EXISTING) &
FLASHING, SEE MFR. BEST -
PRACTICES MANUAL
2X6 CEILING FRAMING, 16" O.C.
INTERIOR
BLOWN -IN OR BATT
INSULATION, MIN. R-49
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CONTINUOUS AIR SEAL
1" ACTUAL
WALUWINDOW SECTION - WALL TO ROOF RAKE IF THE ABOVE DIMENSION DOES NOT
1 1 n= 1 r -Orr MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE TO BE
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
1
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ARCHITECTURE & DESIGN, PC
541.914.0334
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BEST PRACTICES MANUAL
TRIM, MATCH (E)
BLOCKING
FLOOR FINISH, MATCH (E)
FINISH FLOOR ELEVATION
PLYWOOD SUBFLOOR
2x10 JOIST, 24" O.C., TYP
R-30 HD ECOBATT
INSULATION, TYP.
CRAWL SPAC E:
• MIN. 18" CLEAR FROM UNDERSIDE OF
FLOOR FRAMING
• MIN 18 X 24 AREAWAY ACCESS FROM (E)
BASEMENT
• INSTALL 6 MIL BLACK POLYETHYLENE
SHEETING WITH 12" LAP AT SEAMS,
EXTEND 12" UP FOUNDATION WALL
• PROVIDE UNDERFLOOR VENTILATION AS
REQ'D, MIN 1 S.F. OPENING PER 150 S.F.
UNDERFLOOR AREA
CONTINUOUS VENT W/
INSECT SCREEN
TYP. EXTERIOR WALL ASSEMBLY,
WALL TYPES Al/S1:
(INSIDE TO OUTSIDE)
1. GWB, MATCH (E) THICKNESS (NOT
IN ATTIC)
2. 2x6 STUD WALL @ 16" O.C., W/ R-21
BATT INSULATION (VERIFY
EXISTING STUD SIZING)
3. 1/2" PLYWOOD SHEATHING
4. TEXTURED HOUSEWRAP
5. SIDING TO MATCH EXISTING
EXTERIOR
NOTE:
INSTALL SIDING PER MFR.
BEST PRACTICES MANUAL.
DRIP EDGE
TRIM (MATCH EXISTING) &
FLASHING, SEE MFR. BEST -
PRACTICES MANUAL
2X6 CEILING FRAMING, 16" O.C.
INTERIOR
BLOWN -IN OR BATT
INSULATION, MIN. R-49
n
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CONTINUOUS AIR SEAL
1" ACTUAL
WALUWINDOW SECTION - WALL TO ROOF RAKE IF THE ABOVE DIMENSION DOES NOT
1 1 n= 1 r -Orr MEASURE ONE INCH (1") EXACTLY,
THIS DRAWING WILL HAVE TO BE
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
1
COLIAB��P�
CAMPFIRE COLLABORATIVE:
ARCHITECTURE & DESIGN, PC
541.914.0334
hellc@campfirelab.com
www.campfirelab.com
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REVISIONS:
No. Note Date
DATE 3.1.2023
JOB 22020
SCALE 1" =1'-0"
DRAWN BY KB
CHECKED BY JLF
A5.01
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REVISIONS:
No. Note Date
DATE 3.1.2023
JOB 22020
SCALE 1" =1'-0"
DRAWN BY KB
CHECKED BY JLF
A5.01
EXTERIOR
TYP. ROOF ASSEMBLY
(INSIDE TO OUTSIDE)
1. 2x12 RAFTERS @ 24" O.C.,
2. 1/2" PLYWOOD SHEATHING
3. 30# FELT UNDERLAYMENT (:
STARTER STRIP OF BITUMIN
WATERPROOFING AT LOW E
4. ASPHALT SHINGLES TO MAT
HOUSE
GUTTER TO MATCH (E); DOWNSPOUT TO
TIE INTO (E) STORMWATER DRAINAGE
PIPE WITH DISCHARGE TO STREET VIA
WEEP HOLE AT CURB --� l 2X6 CEILING FRAMING, 16" O.C.
MATCH (E) OVERHANG AND FASCIA --� � O
NSULATI MIN. R-49
CONTINUOUS VENT W/ INSECT
SCREEN
TRIM (MATCH EXISTING) & FLASHING, SEE
MFR. BEST PRACTICES MANUAL
TYP. EXTERIOR WALL ASSEMBLY,
WALL TYPES Al/S1:
(INSIDE TO OUTSIDE)
1. GWB, MATCH (E) THICKNESS (NOT
IN ATTIC)
2. 2x6 STUD WALL @ 16" O.C., W/ R-21
BATT INSULATION (VERIFY
EXISTING STUD SIZING)
3. 1/2" PLYWOOD SHEATHING
4. TEXTURED HOUSEWRAP
5. SIDING TO MATCH EXISTING
0ROOF ASSEMBLY DETAIL - SIDE
1 " = 1'-0"
TYP. ROOF ASSEMBLY
(INSIDE TO OUTSIDE)
1. 2x12 RAFTERS @ 24" O.C.,
2. 1/2" PLYWOOD SHEATHING
3. 30# FELT UNDERLAYMENT (36"
STARTER STRIP OF BITUMINOUS
WATERPROOFING AT LOW EAVE)
4. ASPHALT SHINGLES TO MATCH (E)
HOUSE
ROOF ASSEMBLY DETAIL - RIDGE
1.1.= 1 0
i.. 1"ACTUAL
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY,
THIS DRAINING WILL HAVE TO BE
ENLARGED OR REDUCED
AFFECTING ALL LABELED SCALES.
�q�pFiq f C 0 LL
CAMPFIRE COLLABORATIVE:
ARCHITECTURE & DESIGN, PC
541.914.0334
hello@campfirelab.com
www.campfirelab.com
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REVISIONS:
No. Note Date
I
DATE
3.1.2023
JOB
SCALE
22020
1" = 1'-0"
DRAWN BY
Author
CHECKED BY Checker
A5.02