Exhibit 3: Pre-approved Two-Bedroom Floor Plan and Elevations — Visalia City Council and Visalia Planning Commission, June 13, 2022

WALL
LINE

USE WIND BRACED WALL SCHEDULE

SPACING
(FT)

TOTAL BRACING

REQUIRED

BRACING PROVIDED

CONTRIBUTING & EQUIVALENT METHOD
A32.00
B
WSP &
CS-WSP32.00
332.00
1CS-WSP32.00
232.00
WIND ADJUSTMENTS:

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

2. ROOF EAVE TO RIDGE HEIGHT 6'-8"±: 1.00

3. STORY HEIGHT- 9 FEET: 0.95

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

4.80' x

1.0x 1.0x 0.95x 1.3
= 5.93'
SEISMIC ADJUSTMENTS:

1. NONE.

WSP &
ABW
CS-WSP
CS-WSP

5.30' x

1.0x 1.0x 0.95x 130
= 6.55'
A
A
TV
63"x39"x75"

F/G SHOWER

CURTAIN ROD
30" GAS RANGE

W/ HOOD, LIGHT
& E.F.
36" REF.

SPACE
LIVING RM.
9' CL'G
LVT FLR.

DIRECT VENT

OUTDOOR
TANK-LESS W.H.

COVERED
PORCH
9' PLATE- CONC.

DUCT-LESS MINI-SPLIT

CONDENSER ON
CONC. PAD
3'-0" x6'-8" F/G

ENTRY DOOR
KIT./DIN. RM.
9' CL'G
LVT FLR.

MAIN HB
W/ SOV
32'-0"
11'-8"2'-8"17'-8"
8'-2"3'-6"5'-2"12'-6"
32'-8"
32'-0"8"
10'-6"6'-01
2"3'-21
2"12'-3"
3'-11
2"2'-11"
32'-8"
26'-0"6'-8"
10'-9"15'-3"5'-8"12"
5'-6"5'-4"
A
32'-0"
13'-4"7'-0"11'-8"
9'-2"4'-2"12"5'-0"12"
10'-10"6'-10"
3'-2" 5'-10"
3'-10"5'-10"2'-0"
10"
1'-10"
8'-8"
6'-6"
10"
6'-3" 4'-4" 4'-11" 3'-2" 7'-4"
2'-6"
200 AMP SURFACE

METER & SERVICE

SOLAR INVERTER

PHONE DROP

TV DROP
4040 XO
5040 XO
BEDROOM 2
9' CL'G
LVT FLR.
2'10"
CLO.

PR. 3'0" BIPASS
S&P
BATHRM.
9' CL'G
LVT FLR.
4016 XO TEMP.

MIR.

M/C
2'10"
SPLIT
LINEN

STACKED

W/D SPACE
22"x30" (MIN.) R.O.

ATTIC ACCESSARCH
ABV.

HALL
9' CL'G
LVT FLR.

BEDROOM 1
9' CL'G
LVT FLR.
4040 XO
CLO.

PR. 2'6" BIPASS
S&P
6'-0"x6'-8" TEMP.

GLASS SLIDER
34" WALL

EATING BAR
6'x3' CONC.

STOOP
G/D
3030 XO
HB2030 SH
NOTE:

HD = SIMPSON HDU2 HOLD-DOWN.

INSTALL TO INTERIOR WALL STUDS W/ (6) 1/4" x2-1/2" SDS
& (1) 5/8" ANCHOR BOLT IN FOOTING-
SEE DETAIL 2F/D1.

C CS-WSP26.00
3'-0"
A 4.80' x

1.0x 1.0x 0.95x 1.3
= 5.93'

4.80' x

1.0x 1.0x 0.95x 1.3
= 5.93'

3.90' x

1.0x 1.0x 0.95x 1.3
= 4.82'

5.30' x

1.0x 1.0x 0.95x 130
= 6.55'
2'-2"
4'-0"
NAILIING20'-0"4'-0"1'-10"
(2) x 4'-0" NAILING PANELS
= 8'-0" TOTAL
B
L= 4'
(1) x 4'-0" WSP
+ (1) 2'-8" ABW (4' EQUIVALENT)
= 8'-0" TOTAL
A
4'-0" NAIL'G
4'-0" NAIL'G
A
2'-8"6"
(2) x 4'-0" NAILIING PANELS
+ (1) 2'-8" ABW (4' EQUIVALENT)
= 12'-0" TOTAL
(2) x 4'-0" NAILING PANELS
= 8'-0" TOTAL
8'-5" 4'-0" NAIL'G 4'-0" NAIL'G
A
B
L= 4'
A
4'-0" NAIL'G
(1) x 4'-0" WSP
+ (1) 4'-0" NAILING PANEL
= 8'-0" TOTAL
A
4'-0" NAIL'G
4'-0"

NAILING
(2) x 4'-0" NAILING PANELS
= 8'-0" TOTAL
WALL
LINE

SEISMIC BRACED WALL SCHEDULE

SPACING
(FT)

TOTAL BRACING

REQUIRED

BRACING PROVIDED

CONTRIBUTING & EQUIVALENT METHOD
A32.00
B
WSP &
CS-WSP32.00
332.00
1CS-WSP32.00
232.00

4.90'
WSP &
ABW
CS-WSP
CS-WSP

5.76'
C CS-WSP26.00

4.90'

4.00'

5.76'

4.90'
ABC
1 3
2 C
HD
HD
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
AT/PDM

AS NOTED
A1 NEW ADU- 2 BEDROOM:

VISALIA, CA.

J.G.

PDF 05-15-2020
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- 2 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
918 S.F.
41 S.F.
959 S.F.

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

CONTEMPORARY STYLE
A2.2- ELEVATIONS & ROOF PLAN-

CRAFTSMAN STYLE
A2.3- ELEVATIONS & ROOF PLAN-

MEDITERRANEAN STYLE
S1- FOUNDATION PLAN & NOTES
D1- TYPICAL DETAILS
D2- TYPICAL DETAILS
D3- TYPICAL DETAILS
D4- TYPICAL DETAILS
E1- ELECTRICAL PLAN, NOTES & SCHEDULES
M1- HVAC PLAN, NOTES & SCHEDULES
P1- PLUMBING PLAN, NOTES, SCHEDULES, NOTES
& DETAILS
T1.1- CF-1R (CONTEMPORARY STYLE)
T2.1- CF-1R (CRAFTSMAN STYLE)
T3.1- CF-1R (MEDITERRANEAN STYLE)
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.
2 BEDROOM ADU- FLOOR/BRACED WALL PLAN SCALE: 1/4" = 1'-0" GENERAL NOTES2E
4E 4C
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 @ ALL STUCCOED EXTERIOR WALLS.

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

R-20 (EQUIVALENT CLOSED-CELL SPRAY ON FOAM = R-5.8/INCH) INSULATION BETWEEN TRUSS TOP CHORDS.

SPRAYED TO 3.5-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.

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.

CONSULTANT:

Trusses:

CVTruss
(559) 888-2160
OTHER CONSULTANTS:

Fire Sprinklers:

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

Sunpower by SunSolar
Manny Gonzalez
(559) 202-6205
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 MEMBER OR
BE OFFSET BY 3-1/2" (MIN.) WITH FILLER TO EDGE.

BRACED WALL LEGEND
A
SYM.

TYPE- SEE TABLE R602.10.4 @ 4B/D1HOLD-DOWNS
FASTENINGSEE TABLE R602.10.4 @ 4B/D1 N/A

METHODCS-WSP
3/8" (MIN.) O.S.B./PLYWOOD SHEATHING
4'-0" (MIN.)LENGTH- SEE TABLE R602.10.5 @ 4B/D1
B
SEE TABLE R602.10.4 @ 4B/D1 N/A
WSP
3/8" (MIN.) O.S.B./PLYWOOD SHEATHING4'-0" (MIN.)
C
SEE TABLE R602.10.4 @ 4B/D1
& DETAIL 2F/D1
ABW
3/8" (MIN.) O.S.B./PLYWOOD SHEATHING2'-8" (MIN.)SIMPSON HDU2 HOLD-DOWN

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
6x6 HDR.

BTM. @ 7'
4x8 BM.
6x6 HDR.
6x6 HDR. 6x6 HDR.
(2) 2x8 VALLEYS
(2) 2x8 VALLEYS
2x4 IN-FILL
FRM'G @ 24" OC.
2x6 RIDGE
2x4 RIDGE

BLOCKING
2x4 GABLE END FRAMING
@ 24" O.C.- TYP.
2x4 RIDGE

BLOCKING
2x4 GABLE END FRM'G
@ 24" O.C.- TYP.
2x4 GABLE END FRM'G
@ 24" O.C.- TYP.

SIMPSON ST2122

STRAP BEAM TO
TOP PLATES- TYP.
4D
D3
NOTES:

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

2. PROVIDE MINIMUM DBL. 2x6's FOR HEADER SUPPORT.

3. PROVIDE MINIMUM DBL. 2x's OR 4x's @ GIRDER TRUSS
BEARING.
3D
D3
4D
D3
2x4 RIDGE

BLOCKING
3C
D3
4D
D3
2x8 FASCIA-

TYPICAL
3C
D3
6x8 HDR. 6x6 HDR.
6x6 HDR.

BTM. @ 8'
22"x30" (MIN.) R.O.

ATTIC ACCESS
SIMPSON MUS26

HANGERS

RIDGE VENT
6x6 HDR.

BTM. @ 7'
TV
C1A
C1B
C1B
C1B
C1B
C1B
C1B
C1B
C1B
C1B
C1B
C1C
C1C
C1C
C1C
C1C
C1D
C2A(2)
C2B
C2B
C2C
C3A
12 5
"COOL ROOF" COLOR COMP. SHINGLES
ON 7/16" (MIN.) RADIANT BARRIER O.S.B.

ROOF SHEATHING ON PRE-MFR'D TRUSSES
3 COAT STUCCO ON INTERGRAL
WIRE MESH/BUILDING PAPER @

PORCH COLUMNS
26 GA. FLASHING @ WALL/ROOF
+2'-8" TOP OF 4"

TAPERED FOAM CAP
16' RIDGE VENT
+0'-0" FIN. SLAB
+9'-0" CEILING/PLATE
15'-5"± TO SHEATHING
(16'-0" MAX.)
22"Ø FULL ROUND GABLE VENT
W/ 4" FOAM COLLAR
2x8 FASCIA W/ 2" DRIP EDGE
WEEP SCREED- TYP.
@ ALL 4 ELEVATIONS-
SEE 1F/D3 FOR DETAIL
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. @ ALL

CONDITIONED SPACE WALLS
8"

FINISH GRADE
16' RIDGE VENT
FRONT

RIGHT SIDE
REAR

LEFT SIDE
+7'-6" 1x6 FOAM TRIM

STUCCO CEILING
+0'-0" FIN. SLAB
+9'-0" CEILING/PLATE
(2) 14"x24" GABLE VENT
(2) 14"x24" GABLE VENT
C1C
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
AT/PDM

AS NOTED
A2.1
NEW ADU- 2 BEDROOM:

VISALIA, CA.

J.G.

PDF 05-15-2020

DO NOT SCALE
4F E;TERIOR ELEVATIONS- CONTE03ORARY STYLE SCALE: 1/4" = 1'-0"4CROOF 3LAN- CONTE03ORARY STYLE SCALE: 1/4" = 1'-0" 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).

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
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
ATTIC VENT CALCS.
959 S.F. TOTAL ATTIC SPACE = /150x144 = 921 S.I.
(1) 22"Ø FULL ROUND GABLE END VENT =
(4) 14"x24" GABLE END VENTS =
(4) 15"x 48" RIDGE VENT (16' TOTAL) =
TOTAL
54 S.I.
588 S.I.
320 S.I.
962 S.I.

CITY OF VISALIA

STANDARD LAYOUT

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
6x6 HDR.

BTM. @ 7'
4x8 BM.
6x6 HDR.
6x6 HDR. 6x6 HDR.
(2) 2x8 VALLEYS
(2) 2x8 VALLEYS
2x4 IN-FILL
FRM'G @ 24" OC.
2x6 RIDGE
2x4 RIDGE

BLOCKING
2x4 GABLE END FRAMING
@ 24" O.C.- TYP.
2x4 RIDGE

BLOCKING
2x4 GABLE END FRM'G
@ 24" O.C.- TYP.
2x4 GABLE END FRM'G
@ 24" O.C.- TYP.

SIMPSON ST2122

STRAP BEAM TO
TOP PLATES- TYP.
4D
D3
NOTES:

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

2. PROVIDE MINIMUM DBL. 2x6's FOR HEADER SUPPORT.

3. PROVIDE MINIMUM DBL. 2x's OR 4x's @ GIRDER TRUSS
BEARING.
3D
D3
4D
D3
2x4 RIDGE

BLOCKING
3C
D3
4D
D3
2x8 FASCIA-

TYPICAL
3C
D3
6x8 HDR. 6x6 HDR.
6x6 HDR.

BTM. @ 8'
22"x30" (MIN.) R.O.

ATTIC ACCESS
SIMPSON MUS26

HANGERS

RIDGE VENT
6x6 HDR.

BTM. @ 7'
TV
C1A
C1B
C1B
C1B
C1B
C1B
C1B
C1B
C1B
C1B
C1B
C1C
C1C
C1C
C1C
C1C
C1D
C2A(2)
C2B
C2B
C2C
C3A
2x3 WOOD TRIM & 1x6 STOOL @

WINDOWS OVER SIDING
(2x3 TRIM @ DOOR)
2x3 WOOD EDGE TRIM- TYP.

BUTT SIDING TO
1x10 CEMENT FIBER LAPPED SIDING
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 W/ CAP-
SEE 4F/D3 FOR DETAIL
2' SIDING RETURN W/ 2x3 TRIM
1x8 TRIM
12 5
"COOL ROOF" COLOR COMP. SHINGLES
ON 7/16" (MIN.) RADIANT BARRIER O.S.B.

ROOF SHEATHING ON PRE-MFR'D TRUSSES
26 GA. FLASHING @ WALL/ROOF
+2'-8" TOP OF STONE CAP
16' RIDGE VENT
+0'-0" FIN. SLAB
+9'-0" CEILING/PLATE
15'-5"± TO SHEATHING
(16'-0" MAX.)
14"x12" GABLE VENT W/ 2x3 TRIM
2x8 FASCIA W/ 2" DRIP EDGE
WEEP SCREED- TYP.
@ ALL 4 ELEVATIONS-
SEE 1F/D3 FOR DETAIL
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. 3 EXTERIOR

CONDITIONED SPACE WALLS
8"

FINISH GRADE
16' RIDGE VENT
FRONT

RIGHT SIDE
REAR

LEFT SIDE
+7'-6" 1x6 TRIM
T1-11 CEILING
+0'-0" FIN. SLAB
+9'-0" CEILING/PLATE
(2) 14"x24" GABLE VENT
(2) 14"x24" GABLE VENT
2' SIDING RETURN W/ 2x3 TRIM
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
AT/PDM

AS NOTED
A2.2
NEW ADU- 2 BEDROOM:

VISALIA, CA.

J.G.

PDF 05-15-2020

DO NOT SCALE
4F E;TERIOR ELEVATIONS- CRAFTS0AN STYLE SCALE: 1/4" = 1'-0"4CROOF 3LAN- CRAFTS0AN STYLE SCALE: 1/4" = 1'-0" ROOF NOTES: