Exhibit 2: Pre-approved One-Bedroom Floor Plan and Elevations — Visalia City Council and Visalia Planning Commission, June 13, 2022

5040 XOS&P
S&P
2'10"
3'-0" x6'-8" F/G
ENTRY DR.

WALL
LINE

WIND BRACED WALL SCHEDULE

SPACING
(FT)

TOTAL BRACING

REQUIRED

BRACING PROVIDED

CONTRIBUTING & EQUIVALENT METHOD
B19.17
C CS-WSP19.17
A19.17
1CS-WSP26.00
226.00
WIND ADJUSTMENTS:

1. EXPOSURE CATEGORY - ONE STORY: "B" = 1.00

2. ROOF EAVE TO RIDGE HEIGHT <= 5': 0.70

3. STORY HEIGHT- 9 FEET: 0.95

4. NUMBER OF BRACED WALL LINES (PER PLAN DIRECTION- 2: 1.00 3: 1.30

3.90' x

1.0x 0.70x 0.95x 1.0
= 2.60'
SEISMIC ADJUSTMENTS:

1. NONE.

CS-WSP
A
A
63"x39"x75"

F/G SHOWER

CURTAIN ROD
2'10"

BEDROOM
9' CL'G- LVT FLR.
4040 XO
2030 SH
OBS.- TEMP.

BATHRM.
9' CL'G
LVT FLR.
2'10"
MIR.

M/C
24" GAS RANGE

W/ HOOD, LIGHT
& E.F.
3036 XO
G/D
33" REF.

SPACE

STACKED
W/D
SPACE
GREAT RM.
9' CL'G
LVT FLR.

CLO.
9' CL'G
LVT FLR.

UTILITY

DIRECT VENT

OUTDOOR
TANK-LESS W.H.

COVERED
PORCH
9' PLATE- CONC.
19'-2"
12'-1"7'-1"
5'-0"
26'-0"
10'-10" 9'-2" 6'-0"
6'-4" 4'-6" 4'-101
2" 4'-31
2"
19'-2"
12'-0"7'-2"
5'-0"
26'-0"
15'-0" 11'-0"
6'-4" 19'-8"
4'-8"10'-4"4'-8"
17" 3'-1"

FURR WALL
1'-6" 1'-9" 2'-5" 6'-4"
3'-4"
CS-WSP
WSP

3.90' x

1.0x 0.70x 0.95x 1.0
= 2.60'

3.0' x

1.0x 0.70x 0.95x 1.30
= 2.60'

3.5' x

1.0x 0.70x 0.95x 1.30
= 3.03'

3.0' x

1.0x 0.70x 0.95x 1.30
= 2.60'
WALL
LINE

SEISMIC BRACED WALL SCHEDULE

SPACING
(FT)

TOTAL BRACING

REQUIRED

BRACING PROVIDED

CONTRIBUTING & EQUIVALENT METHOD
B19.17
C CS-WSP19.17
A19.17
1(2) x 4'-0" = 8'-0" TOTAL CS-WSP26.00
226.00

4.00'
CS-WSP
CS-WSP
WSP
(2) x 4'-0" = 8'-0" TOTAL4.00'
(2) x 4'-0" = 8'-0" TOTAL3.10'
(2) x 4'-0" = 8'-0" TOTAL3.60'
(2) x 4'-0" = 8'-0" TOTAL3.10'
4'-0" NAIL'G
A
4'-0" NAIL'G
3'-6"
A
4'-0" NAIL'G
A4'-0"
NAIL'GA 4'-0"
NAIL'G
A 4'-0"
NAIL'G
A4'-0"
NAIL'G
A L= 4'
A L= 4'
12"9'-0"12"
4'-0"12"

SHOWN WITH

CONTEMPORARY
PORCH
11'-0"

CRAFTSMAN PORCH
11'-0"

MEDITERRANEAN
PORCH
TV

DUCT-LESS MINI-SPLIT

CONDENSER ON
CONC. PAD
5'-0" TRUSS

BEARINGS

FLAT SOFFIT
12" 4'-0"
4x4 POST W/ SIMPSON
HDWR. TOP & BOTTOM
WRAPPED W/ 2x WOOD
MITERED @ CORNERS

ON WOOD BASE
5'-0"

ARCH ABOVE
24'-2"
24'-2"
12"9'-0"12"
12" 4'-0" 11'-0" TRUSS BEARING POINTS
4'-4"12"
BASE
12"
9'-8"
12"
ABC
1 2

SOLAR INVERTER
200 AMP SURFACE

METER & SERVICE

PHONE DROP

TV DROP
HB W/

MAIN SOV
HB
4'-0" NAIL'G
4'-0"
This is an unpublished
work and may not be
duplicated, published or
otherwise used in whole
or part without written
consent of Skylab
Residential DesignsREVISIONS
Date:

Drawn by:

Scale:

Job #
Sheet
1004 W. Main St. Suite A
Visalia, Ca. 93291
Ph. (559) 625-9150
Fax (559) 625-9153
[email protected]
Jesus R. Gutierrez, President
Checked by:

, Inc.

F D C B A4
3 2
1 E
01/04/2022
PDM

AS NOTED
A1 NEW ADU- 1 BEDROOM:

VISALIA, CA.

J.G.

PDF 01-25-2022
DO NOT SCALE- PDF 03-06-2022

CITY OF VISALIA

STANDARD LAYOUT
4F
CLIENT:

ZONING:

DESIGN CRITERIA:

ROOF LIVE LOAD:

ULTIMATE WIND SPEED:

BASIC WIND SPEED:

WIND EXPOSURE:

SEISMIC DESIGN:

RISK CATEGORY:

SOIL BEARING
OCCUPANCY:

BUILDING TYPE:

ADU AREA:

PORCH AREA:

TOTAL AREA (UNDER ROOF):

PROJECT DESCRIPTION:

ADU's- 1 BEDROOM

C ITY OF VISALIA
R-1-5
20 P.S.F.
110 MPH
85 MPH
"B"
D(0)
II (PER C.B.C, TABLE 1604.5)
1,500 P.S.F.

R-3
V-B
498 S.F.
55 S.F.
553 S.F.

A1- FLOOR/BRACED WALL PLAN, PORCH OPTIONS,
PROJECT INFO. & NOTES
A2.1- ELEVATIONS & ROOF FRAMING PLAN-

CONTEMPORARY STYLE
A2.2- ELEVATIONS & ROOF FRAMING PLAN-

CRAFTSMAN STYLE
A2.3- ELEVATIONS & ROOF FRAMING PLAN-

MEDITERRANEAN STYLE
S1- FOUNDATION PLAN, NOTES & TABLE 302.1
(for fire-resistance construction)
D1- TYPICAL DETAILS
D2- TYPICAL DETAILS
D3- TYPICAL DETAILS
D4- TYPICAL DETAILS
E1- ELECTRICAL PLAN, NOTES & SCHEDULES
MP1- HVAC PLAN, NOTES & SCHEDULES
T1.1- CF-1R (CONTEMPORARY)
T2.1- CF-1R (CRAFTSMAN)
T3.1- CF-1R (MEDITERRANEAN)
GC1- GREEN CODE
GC2- GREEN CODE, CONT'D. & MANDATORY

MEASURES SUMMARY

PL PROPERTY LINE

CL CENTER LINE
(E) EXISTING
(N) NEW
(P) PROPOSED

W/ WITH

S SEWER

W WATER
W.I. WROUGHT IRON
BM. BEAM

W/H WATER HEATER
W.M. WATER METER
P.P. POWER POLE

F/H FIRE HYDRANT
STDS. STANDARDS
DTL. DETAIL
V.T.R. VENT THROUGH
ROOF
C.O. CLEAN OUT

CW COLD WATER

HW HOT WATER
TYP. TYPICAL
2F SHEET INDEX
3E ABBREVIATIONS
PROJECT INFO
WALL LEGEND:
2x4 D.F. STUD GRADE WALLS @ 16" O.C.
2x6 D.F. STUD GRADE WALLS @ 16" O.C.

NOTES:

1. VERIFY ALL UTILITY LOCATIONS PRIOR TO START OF CONSTRUCTION WITH CITY OF VISALIA & ALL RESPECTIVE UTILITY COMPANIES.

2. FOR TRUSS BEARING POINTS SEE TRUSS CALC'S.

3. INSULATION VALUES @ EXTERIOR WALLS- SEE CF-1R SHEETS R-30 (EQUIVALENT CLOSED-CELL SPRAY ON FOAM = R-5.8/INCH) CAVITY INSULATION @ 2x6 STUD WALLS.

PROVIDE R-5 RIGID FOAM @ EXTERIOR WALLS FOR ALL ELEVATIONS.

R-38 CEILING INSULATION- SEE CF-1R.

R-21 (EQUIVALENT CLOSED-CELL SPRAY ON FOAM = R-5.8/INCH) INSULATION BETWEEN TRUSS TOP CHORDS.

SPRAYED TO 3.75-INCHES THICK.

WINDOW VALUES (MI LoE 340 + Argon OR EQUAL): U-FACTOR = 0.27, SHGC = 0.14- SEE CF-1R; THIS PROJECT REQUIRES QUALITY INSULATION INSPECTION (Q.I.I.)- SEE CF-1R.

4. ALL DOORS TO BE 6'-8" TALL (U.O.N.).

5. ALL WINDOW HEADERS TO BE AT 6'-8" (U.O.N.).

6. SEE 2F/D4 FOR FLOOR PLAN NOTES.

7. INSTALL EXTRA LAYER OF GRADE-D BUILDING PAPER @ WOOD SHEATHING AREAS WITH STUCCO.

8. ALL COUNTERTOPS TO BE GRANITE & AT A MAXIMUM HEIGHT OF 34-INCHES.

9. SEE ROOF FRAMING PLAN ON SHEETS A2.1, A2.2 & A2.3 FOR ATTIC ACCESS LOCATION.

10. SEE 4F/S1 FOR FIRE-RESISTANCE CONSTRUCTION TABLES R302.1(1) & R302.1(2) FOR DISTANCES FROM PROPERTY LINES.

FRAMING @ ADJOINING PANEL EDGES SHALL BE 3-INCHES NOMINAL OR WIDER.FASTENERS SHALL BE STAGGERED 3-INCHES ON CENTER TO AVOID SPLINTERING AND/OR SPLITTING OF MEMBERORBE OFFSET BY 3-1/2" (MIN.) WITH FILLER TO EDGE.

BRACED WALL LEGEND
A
SYM.

TYPE- SEE TABLE R602.10.4 @ 4B/D1HOLD-DOWNS

FASTENING
SEE TABLE R602.10.4 @ 4B/D1N/A

METHODCS-WSP
3/8" (MIN.) O.S.B./PLYWOOD SHEATHING
4'-0" (MIN.)LENGTH- SEE TABLE R602.10.5 @ 4B/D1
1 BEDROOM ADU- FLOOR/BRACED WALL PLAN SCALE: 1/4" = 1'-0" GENERAL NOTES2E
4E
CONSULTANT:

Trusses:

CVTruss
(559) 888-2160
B
SEE TABLE R602.10.4 @ 4B/D1N/A
WSP
3/8" (MIN.) O.S.B./PLYWOOD SHEATHING
4'-0" (MIN.)
4C

1. DIMENSIONS SHALL TAKE PRECEDENCE
OVER SCALE. DO NOT SCALE DRAWINGS.

2. CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS, WORK OR COMPLIANCE, REGULATIONS, CODES SET FORTH BY ANY AGENCY, & TO FOLLOW THE 2019 C.B.C. & 2019 C.R.C. CHECK ALL DIMENSIONS AT THE JOB SITE & REPORT ANY DISCREPANCIES TO THE CONTRACTOR/JOB SUPERINTENDENT. ANY DAMAGE TO EXISTING PROPERTY THAT MAY OCCUR DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED..

3. JOB CARD REQUIRED TO BE AVAILABLE FOR SIGNATURE AT JOB SITE.

4. CHANGES FROM THE APPROVED PLANS DURING CONSTRUCTION OTHER THAN 1) CABINET CHANGES WHEN NOT BEING SUPPORTED ENTIRELY BY THE ROOF STRUCTURE; 2 INTERIOR DOOR SHOWN ON THE APPROVED PLAN;
3) A SINGLE NON-BEARING WALL RELOCATION WHEN NOT CREATING AN ADDITIONAL ROOM; AND
4) INTERIOR NONSTRUCTURAL WALL FINISHES;
SHALL CAUSE PLAN APPROVAL AND CONSTRUCTION TO BE SUSPENDED. A NEW PLAN CHECK (FOR A NEW PLAN SHOWING CHANGES) WILL BE SUBMITTED FOR REVIEW AND APPROVAL THROUGH THE NORMAL PLAN CHECK PROCESS.

5. SITE ADDRESS- WHEN ASSIGNED (2019 C.R.C. SECTION R319.1):

BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED

BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE & VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC OR ALPHABETICAL LETTERS.

NUMBERS SHALL BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 1/2 INCH. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD & THE BUILDING ADDRESS CANNOT

BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.

6. SUITABLE TOILET(S) SHALL BE PROVIDED & MAINTAINED IN A SANITARY CONDITION FOR THE USE OF WORKERS DURING CONSTRUCTION (2019 C.P.C., SECTION 422.5).

7. FIRE SPRINKLERS (REQUIRED ONLY IF MAIN RESIDENCE IS EQUIPPED, OTHERWISE NOT REQUIRED- CONTACT HSI FOR PLANS (SEE CONSULTANT LIST).

8. C.R.C. 401.3 DRAINAGE: SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER

CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET.

EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY FROM THE BUILDING.

ALL WORK MATERIAL ON THIS PROJECT SHALL BE IN CONFORMANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE CITY BUILDING OFFICE. NOTHING IN THESE

DOCUMENT IS TO BE CONSTRUED AS TO PERMIT ANY WORK OR PRODUCT NOT IN ACCORDANCE WITH THESE CODES:

1. CALIFORNIA RESIDENTIAL CODE (C.R.C., 2019 EDITION)

2. THE 2019 CALIFORNIA BUILDING STANDARDS CODE (CC-TITLE-24 & 25)

3. CALIFORNIA BUILDING CODE (C.B.C., 2019 EDITION)

4. CALIFORNIA PLUMBING CODE (C.P.C., 2019 EDITION)

5. CALIFORNIA MECHANICAL CODE (C.M.C., 2019 EDITION)

6. CALIFORNIA FIRE CODE (C.F.C., 2019 EDITION)

7. CALIFORNIA ELECTRICAL CODE (C.E.C., 2019 EDITION)

8. CALIFORNIA ENERGY CODE (2019 C.E.C. STANDARDS)

9. CALIFORNIA GREEN BUILDING STANDARDS CODE (C.G.C., 2019 EDITION)

THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED IN CONFORMANCE WITH THE ABOVE REGULATIONS AND CODES. THE CONTRACTOR AND SUB-CONTRACTOR(S) MUST BE FAMILIAR WITH ALL REGULATIONS AFFECTING THEIR PORTION OF THE WORK. SKYLAB INC.,

A RESIDENTIAL DESIGN COMPANY ASSUMES NO RESPONSIBILITY FOR SUBCONTRACTOR(S) CONFORMANCE TO THE ABOVE CODES AND REGULATIONS.

THESE PLANS WERE PREPARED UNDER THE CONVENTIONAL FRAMING PROVISIONS OF THE 2019 CALIFORNIA BUILDING CODE, SECTION 2308 & THE CALIFORNIA RESIDENTIAL CODE.

OTHER CONSULTANTS:

Fire Sprinklers:

HSI
Jennifer Alexander- Designer
(661) 383-1020
Solar:

Sunpower by SunSolar
Manny Gonzalez
(559) 202-6205
+0'-0" FIN. SLAB
+9'-0" CEILING'PLATE
8"
14'-0"± TO SHEATHING
(16'-0" MAX.)
+7'-6" FLAT SOFFIT
12 5
"COOL ROOF" COLOR COMP. SHINGLES
ON 7/16" (MIN.) RADIANT BARRIER O.S.B.

ROOF SHEATHING ON PRE-MFR'D TRUSSES
12"Ø GABLE END VENT W/ 4" FOAM COLLAR
2x8 FASCIA W/ 2" DRIP EDGE- TYP.
3 COAT STUCCO CEILING @ PORCH
3 COAT STUCCO W/ INTEGRAL WIRE

MESH & BUILDING PAPER
ON R-5 RIGID FOAM INSULATION BOARD
ON 3/8" (MIN.) O.S.B. SHEATHING ON 2x6
WOOD STUDS- TYP. @ CONDITIONED

SPACE WALLS
4" TAPERED FOAM TRIM
12" WIDE SHUTTERS
FRONT
+0'-0" FIN. SLAB
+9'-0" CEILING'PLATE
WEEP SCREED- TYP.
@ ALL 4 ELEVATIONS-
SEE 1F/D3 FOR DETAIL
REAR

RIGHT SIDE
12 5
2' TRIM RETURN
LEFT SIDE2' TRIM RETURN
3 COAT STUCCO W/ INTEGRAL WIRE
MESH & BUILDING PAPER 2x4 WOOD
STUDS @ PORCH
4' RIDGE VENT
(2) 14"x18" GABLE END VENTS
(2) 14"x18" GABLE END VENTS
4' RIDGE VENT
TV
6x6 HDR.6x6 HDR.
2x4 RIDGE

BLOCKING
(2) 2x6

VALLEYS
(2) 2x6

VALLEYS
2x6 RIDGE
2x8 FASCIA- TYP.
2x4 TYP. GABLE END
FRAMING @ 24" O.C.
6x6 HDR.

BOTTOM
@ 7'-0"
SIMPSON ST2122

STRAP BEAM TO
TOP PLATES- TYP.

TYPICAL ROOF SHEATHING
7/16" (MIN.) O.S.B. STRUCT 1 (P.I. 24/0) UNBLOCKED
RADIANT BARRIER PLYWOOD SHEATHING.

NAILED W/ 8d @ 6" O.C. EDGE & 12" O.C. FIELD
4D
D3
6x6 HDR.6x6 HDR.
2x4 RIDGE BLOCKING
4D
D3
3C
D3
3C
D3 3D
D3
3D
D3
4x6 BM.

NOTE:

1. PROVIDE MINIMUM DBL. 2x
FOR BEAM SUPPORT.

2. PROVIDE MINIMUM DBL. 2x6's
FOR HEADER SUPPORT.
2x4 INFILL FRAMING
@ 24" O.C.
(MIN.) 22"x30" R.O.

ATTIC ACCESS
4x6 BM.
4' RIDGE VENT
A1A
A1B
A1B
A1B
A1B
A1B
A1C
A1C
A1C
A1C
A1C
A1C
A1C
A1D
B1C
B1B
B1B
B1A
This is an unpublished
work and may not be
duplicated, published or
otherwise used in whole
or part without written
consent of Skylab
Residential DesignsREVISIONS
Date:

Drawn by:

Scale:

Job #
Sheet
1004 W. Main St. Suite A
Visalia, Ca. 93291
Ph. (559) 625-9150
Fax (559) 625-9153
[email protected]
Jesus R. Gutierrez, President
Checked by:

, Inc.

F D C B A4
3 2
1 E
01/04/2022
PDM

AS NOTED
A2.1 NEW ADU- 1 BEDROOM:

VISALIA, CA.

J.G.

PDF 01-25-2022

DO NOT SCALE

CITY OF VISALIA

STANDARD LAYOUT
4F E;TERIOR ELEVATIONS- CONTE03ORARY STYLE SCALE: 1/4" = 1'-0" ATTIC VENT CALCS.

ROOF NOTES:

1. TRUSSES TO CONFORM TO C.R.C. R802.10 AND C.B.C. 2303.4.

2. PROVIDE SIMPSON H2.5A CLIPS @ ALL TRUSS BEARING POINTS.

3. PROVIDE SIMPSON ST2122 STRAPS @ ALL BEAMS TO WALL.

4. PROVIDE MINIMUM DBL. 2x STUDS @ ALL BEAMS/HEADERS, U.O.N.

5. WHERE BRACED WALL PANELS ARE INSTALLED/ INDICATED ON THE FLOOR

PLAN/BRACED WALL PLAN AT THE EAVES, BLOCKING SHALL BE PROVIDED ABOVE THE BRACED WALL PANEL (NO EAVE VENTILATION ALLOWED).

ATTIC VENTILATION SHALL COMPLY WITH C.R.C., SECTION 806 AND C.B.C., SECTION 1203.

C.R.C. R806.2/C.B.C. 1203.2 THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE VENTED SPACE.

EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PERMITTED PROVIDED THAT AT LEAST 40% AND NOT MORE THAN 50% OF THE REQUIRED VENTILATING AREA IS

PROVIDED BY VENTILATORS LOCATED IN THE UPPER PART OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET BELOW THE

RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.

C.R.C. R806.3/C.B.C.1203.2 WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. PROVIDE A MINIMUM 1 INCH AIR SPACE BETWEEN INSULATION & ROOF SHEATHING AT THE VENT(S). 553 S.F. TOTAL ATTIC SPACE = /150x144 = 531 S.I.
(1) 12"Ø FULL ROUND GABLE VENT =
(4) 14"x18" GABLE VENTS =
(1) 4' RIDGE VENT =
TOTAL
42 S.I.
440 S.I.
80 S.I.
562 S.I.
4D
ROOF FRA0IN*- CONTE03ORARY STYLE
SCALE: 1/4" = 1'-0"

NET FREE AREA OF VENTS
CMI:
1412 14"x12" GABLE END VENT = 65 SQ IN
1418 14"x18 GABLE END VENT = 110 SQ IN
1424 14"x24" GABLE END VENT = 147 SQ IN
EV223-PX 221
2"x31
2" EAVE VENT = 40 SQ IN
EV622 22"x6 "EAVE VENT = 71 SQ. IN.

SV223 22"X3" SOFFIT VENT = 60 SQ. IN.

LPDG19 LOW PROFILE DORMER VENT = 43 SQ IN
BH24 HALF ROUND DORMER VENT= 100 SQ IN
18" HALF ROUND 18.25"x9.25" R.O. = 48 SQ IN
12" FULL ROUND 12.25"x12.25" R.O. = 42 SQ IN
BUILDER'S EDGE:
18" FULL DIAMETER ROUND VENT = 26 SQ IN
22" FULL DIAMETER ROUND VENT = 54 SQ IN
22" OCTAGONAL VENT = 54 SQ IN
34"x22" HALF ROUND 10"x10" R.O. = 100 SQ IN
O'HAGIN:

MODEL "FLAT" TILE ROOF VENT = 98.75 SQ IN
MODEL "S" TILE ROOF VENT = 97.5 SQ IN
MODEL "M" TILE ROOF VENT = 86.25 SQ IN
MODEL "TAPERED LOW-PROFILE" COMP. ROOF VENT =

72.0 SQ IN
OWENS-CORNING:

VENTSURE 15"x48" STRIP RIDGE VENT (WITH WEATHER PROTECTOR) = 20 SQ IN/ LN FT
+0'-0" FIN. SLAB
+9'-0" CEILING'PLATE
8"
14'-0"± TO SHEATHING
(16'-0" MAX.)
+7'-6" FLAT SOFFIT
12 5
"COOL ROOF" COLOR COMP. SHINGLES
ON 7/16" (MIN.) RADIANT BARRIER O.S.B.

ROOF SHEATHING ON PRE-MFR'D TRUSSES
12"x14" GABLE VENT W/ 2x3 WOOD TRIM
2x8 FASCIA (@ GABLE ENDS- ONLY)
T1-11 CEILING @ PORCH
4x4 POST WRAPPED W/ 2x WOOD TRIM
2x3 WOOD TRIM W/ 1x1 TRIM @

WINDOW/DOOR OVER SIDING
FRONT
+0'-0" FIN. SLAB
+9'-0" CEILING'PLATE
WEEP SCREED- TYP.
@ ALL 4 ELEVATIONS-
SEE 1F/D3 FOR DETAIL
REAR

RIGHT SIDE

LEFT SIDE
2x3 WOOD EDGE TRIM- TYP.

BUTT SIDING TO
1x10 CEMENT FIBER LAPPED
SIDING ON R-5 RIGID FOAM
INSULATION BOARD ON 1 LAYER

OF GRADE-D BUILDING PAPER ON
3/8" (MIN.) O.S.B. SHEATHING ON
2x6 WOOD STUDS- @ FRONT &
SIDE RETURNS @ CONDITIONED

SPACE WALLS
CULTURED STONE BASE- SEE 4F/D3

FOR DETAIL
+3'-2" CAP- 1x ON 1x4 TRIM
+7'-6" FLAT
1x6 TRIM
1x4 TRIM
2" DRIP EDGE- TYP.
3 COAT STUCCO W/ INTEGRAL WIRE

MESH & BUILDING PAPER
ON R-5 RIGID FOAM INSULATION BOARD
ON 3/8" (MIN.) O.S.B. SHEATHING ON 2x6
WOOD STUDS- TYP. @ CONDITIONED

SPACE WALLS
12 5
2' SIDING RETURN W/ 2x3 TRIM
4x4 D.F. POST W/
2x MITERED & NAILED
W/ 16d's
4' RIDGE VENT
(2) 14"x18" GABLE END VENTS
4' RIDGE VENT
(2) 14"x18" GABLE END VENTS
TV
6x6 HDR.6x6 HDR.
2x4 RIDGE

BLOCKING
(2) 2x6

VALLEYS
(2) 2x6

VALLEYS
2x6 RIDGE
2x4 TYP. GABLE END
FRAMING @ 24" O.C.
6x6 HDR.

BOTTOM
@ 7'-0"
SIMPSON ST2122

STRAP BEAM TO
TOP PLATES- TYP.

TYPICAL ROOF SHEATHING
7/16" (MIN.) O.S.B. STRUCT 1 (P.I. 24/0) UNBLOCKED
RADIANT BARRIER PLYWOOD SHEATHING.

NAILED W/ 8d @ 6" O.C. EDGE & 12" O.C. FIELD
4D
D3
6x6 HDR.6x6 HDR.
4D
D3
3C
D3
3C
D3 3D
D3
3D
D3
4x8 BM.

NOTE:

1. PROVIDE MINIMUM DBL. 2x
FOR BEAM SUPPORT.

2. PROVIDE MINIMUM DBL. 2x6's
FOR HEADER SUPPORT.
2x4 INFILL FRAMING
@ 24" O.C.
(MIN.) 22"x30" R.O.

ATTIC ACCESS
4x4 POST W/ SIMPSON
LCE4 CAP EACH SIDE
W/ WRAPPED W/ 2x WOOD
MITERED @ CORNERS

ON WOOD BASE
4x8 BM.
2x8 FASCIA @ GABLE
ENDS- ONLY 2x4 RIDGE BLOCKING
4' RIDGE VENT
A1A
A1B
A1B
A1B
A1B
A1B
A1C
A1C
A1C
A1C
A1C
A1C
A1C
A1D
B1C
B1B
B1B
B1A
This is an unpublished
work and may not be
duplicated, published or
otherwise used in whole
or part without written
consent of Skylab
Residential DesignsREVISIONS
Date:

Drawn by:

Scale:

Job #
Sheet
1004 W. Main St. Suite A
Visalia, Ca. 93291
Ph. (559) 625-9150
Fax (559) 625-9153
[email protected]
Jesus R. Gutierrez, President
Checked by:

, Inc.

F D C B A4
3 2
1 E
01/04/2022
PDM

AS NOTED
A2.2
NEW ADU- 1 BEDROOM:

VISALIA, CA.

J.G.

PDF 01-25-2022

DO NOT SCALE

CITY OF VISALIA

STANDARD LAYOUT
4F E;TERIOR ELEVATIONS- CRAFTS0AN STYLE SCALE: 1/4" = 1'-0" ROOF NOTES: