Exhibit 9 - Development PlansN3'-6"
3'-6"
3'-6"15'-11"17'-0"10'-10"47'-9"35'-5"Existing
Landscaped
Ar ea
Existing
Gas Meter
Existing Two
Car Garage
(470 sq. ft.)
Existing
Electric
Meter
Existing
Wood Deck
Existing
Concrete
Driveway
Existing
Front Porch
Existing
House
Existing 4"
ABS C lean
Out
Li ne of
second f loor
Site Pla n Scale 1/8"=1'-0"
Pr operty Line 46.50 Feet
Existing
200amp. Main
Electrical Panel
Existing 4 "
ABS S ewer
Cleanouts
Existing
Landscaped
Area
Existing
Landsc aped
Area
Existing
Pavers Pati o
Existing Pavers WalkwayExisting
Water
Fountain
Existing
Wood Deck
Pr operty Line 46.50 Feet
Property Line 133.5 FeetProperty Line 153 FeetExisting
Landscaped
Area
Sidewalk
WILDER AVENUE
Existing
Water Meter
Existing C ity
Rain Gutter
(E)
A/C
(E)
W/H
(E)
Wood
Fence Property Line 133.5 FeetExisting 3/4 "
Copper Water Line
Existing 4 "
ABS sewer
pipe
Existing 4"
ABS sewer
pipe
Oct. 24, 2023
Of________
REVISIONS
DATE:
S heet________
4
A-1
1.Replace (10) wood framed windows at living
room with dual glazed double hung wood framed
windows.
2.Remodel existing bathroom by stairway that
include replac e existing tub with a shower.
3.Replaced wood shingle siding finish to be
restored by removing the hardy board s iding and
replace with wood shingle siding to match the
areas that remained at the front of the hous e.
4.Existing Wood Board & Batten siding at
garage to be replaced with same type new
siding.
Occupancy group: R3/U , Type(s) of construction: VB, 2022 CALIFORNIA RESIDENTIAL C ODE
WIND LOAD = 110 M .P.H., ROOF LIVE LOAD = 20 psf, FLOO R LIVE LOAD = 40 psf.
2022 CALIFORNIA ELECTRICAL CODE, 2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA MECHANICAL CODE, 2022 CALIFORNIA ENERGY C ODE
2022 CALIFORNIA FIRE CODE. Code editions under which this project is to be approved
AND ALL OTH ER STATE, MUNICIPAL, AND LOCAL ORDINANCES, CODES, RULES
AND R EGULATIONS.
1.CONTRACTOR SHALL VERIFY ALL
DIMENSIONS, ELEVATIONS, AND CONDITIONS
OF THE SITE AND EXISTING CONDITIONS
PRIOR TO COMMENCING CONSTRUCTION. IF
THERE ARE ANY DISCREPANCIES BETWEEN
THE EXISTING CONDITIONS AND THE
DRAWINGS AND SPECIFICATIONS, THE
CONTRACTOR SHALL NOTIFY THE OWNER
IMMEDIATELY IN W RITING. IN NO CASE SHALL
DIMENSIONS BE SCALED FROM PLANS,
SECTIONS, OR DETAILS ON THE DRAWINGS OR
CALCULATIONS.
2.ALL OMISSIONS AND CONFLICTS BETWEEN
THE VARIOUS ELEMENTS OF THE WORKING
DRAWINGS AND OR SPECIFICATIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE
ENGINEER OR THE DESIGNER BEFORE
PROCEEDING WITH ANY WORK SO INVOLVED.
3.THE CONTRACTOR SHALL LOCATE AND
PROTECT ALL EXISTING UTILITY LINES AND
CONNECTIONS INCLUDING SEWER, WATER,
GAS, AND ELECTRIC SERVICES BEFORE AND
DURING HIS WORK.
4.WHERE A CONSTRUCTION DETAIL IS NOT
SHOWN OR NOTED, THE DETAIL SHALL BE
THE SAME AS FOR OTHER SIMILAR WORK.
5.NO PIPES, DUCTS, SLEEVES, CHASES,
ETC., SHALL BE PLACED IN SLABS, FOOTING,
BEAMS, OR WALLS UNLESS SPECIFICALLY
SHOWN OR NOTED, NOR SHALL ANY
STRUCTURAL MEMBER BE CUT FOR PIPES,
DUCTS, ETC., UNLESS OTHERWISE NOTED.
CONTRACTOR SHALL OBTAIN PRIOR
APPROVAL FOR INSTALLATION OF ANY
ADDITIONAL PIPES, DUCTS, ETC.
6.CONTRACTOR AGREES THAT HE SHALL
ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION OF
THIS PROJECT, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY; THAT THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY
AND NOT BE LIMITED TO NORMAL WORKING
HOURS; AND THAT THE CONTRACTOR SHALL
DEFEND, INDEMNIFY AND HOLD THE OWNER
AND THE ENGINEER HARMLESS FROM
ANY AND ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT,
EXPECTING FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE
ENGINEER.
7.CONTRACTOR SHALL TAKE
PRECAUTIONARY MEASURES TO ENSURE
THAT ALL PROPERTY IS PROTECTED
DURING THIS OPERATION. ANY DAMAGES OR
CHANGED CONDITIONS SHALL BE REPAIRED
AND RESTORED TO A CONDITION EQUAL TO
THAT EXISTING AT THE COMMENCEMENT
OF THE WORK. CONTRACTOR SHALL
RESTORE ANY DAMAGE AT HIS OWN EXPENSE.
8.THE DESIGN, ADEQUACY AND SAFETY
OF ERECTION BRACING, SHORING,
TEMPORARY SUPPORTS, ETC., IS THE
RESPONSIBILITY OF THE CONTRACTOR, AND
HAS NOT BEEN CONSIDERED BY THE
DESIGN ENGINEER, THE DESIGNER, THE
CONTRACTOR I S RESPONSIBLE FOR THE
STABILITY OF THE STRUCTURE PRIOR TO
THE APPLICATION OF ALL SHEAR WALLS,
GEN ERAL
SPEC IFICATION S
Sheet Index
VICINITY M AP NOT TO SCALE
Scope of Work
11
PROP OSED
HOUS E REMODEL
AT:123 WILDER AVENUE
LOS GATOS, CA 95030
PROPOSED HOUSE REMODEL AT:123 WILDER AVENUELOS GATOS, CA 95030Owner Info:Name: Peter PomianekPhone Number: 650-245-7985Email: pomiansf@yahoo.comA-1 Site Plan
A-2 Existing Floor Plan.
A-3 Elevations.
A-4 Proposed Floor Plan.
BCB Blueprint for a clean bay.
BMPs Construction best management practices.
Santa Clara Valley urban runoff pollution
prevention program.
T24.1 Title 24 energy calculations .
T24.2 Single family residential mandatory
requirements summary.PHONE # (650) 793-1491EMAIL jose@jmdesigners.com______________________________________Designed by: Jose Jimenez1005 West Eighth StreetStockton California 95206De ferred Submittals
Fire sprinklers will be required for this project.
Fire sprinkled plants to be submitted at a later
date as a deferred submittal.
Note: All construction sites must comply with
applicable provisions of the CFC Chapter 33
and the Santa Clara County Fire Department
Standard Detail and Specification S1-7
PR OPO SED
HOUS E RE MODEL
AT:123 W ILDER AVENUE
LOS GATOS , CA 95030
Parcel Siz e: 6226 sq. ft.
Existing hous e living s pace: 2225 sq. ft .
Existing garag e/W or k shop: 470 sq. ft.
APN: 510-18-008
Zone: R-1D:LHP
Required Setbacks:
Fron t: 15 ft
Side: 5 f t
Rear: 20 ft
Pr oposed/Existing Setb acks:
Fron t: 15'-11"
Righ t Sid e: 10'-10"
Left Side: 3'-6"
Rear: 47'-9"
PLANN IN G D ATA
DES IG N DATA
11
11
Feb. 6, 2024
Respons e to comments from
Planning Department letter
dated December 13, 2023
11
22
11
22 March 29, 2024
Response to latest
plan review comments
22
22
BACKWAT ER VAL VE: Th e scope o f this proje ct may req uire the
insta llation of a s anitary sewe r
backwater valve per T own Ordinance 6.40.020.
The Town of L os Gatos Ordina nc e and We st V alle y Sa nitation
District (WVSD) require s backwater va lve s on drainage pip ing
serving fi xture s that have flood level rims less than 1 2 inches
above the e levation of th e next ups tre am manhole.
At the mom ent it is not expected that a backwater valve will be
nee de d but if during constructi on it is found tha t it is ne eded,
contractor to the nec essary actions to install it.
22
SPECIAL INSP ECTIONS: When a spe cial inspec tion is
required by CBC Section 1 704, the Arch ite ct or Enginee r of
Record shall prepare a n inspec tion program that shall be
submitte d to the Building Officia l for app roval pri or to issuance
of the Buildi ng Pe rmit. The T own Special Inspection fo rm must
be com plete ly fille d-out and si gne d by all requested p arties
p rior to permit iss uance.
22
Allo wa ble FAR/Floor Area: 2,11 7 SF
Garage 604 SF
22
22
22
22
22
22
22
22
N o structural framing be ing replaced.
N o foundation be ing replace d.
Therefor, this pro ject would not fall into the
definition of a new structure for the building de pt.
22
22
EXHIBIT 9
REF.WH(E) 2266SH(E) 2464SH(E) 2464SH(E) 5068(E) 2640SH(E) 2640SH(E) 2640SH
(E) 2644SH(E) 2644SH(E) 3250SH(E) 3250SH(E) 5068 (E) 2644SH (E) 2644SH(E) 2468(E) 2668 (E) 2668(E) 2020SC(E) 2020SC(E) 2868(E) 2034SH(E) 2034SH(E) 2034SH(E) 2656SH(E) 2620FX(E) 2656SH(E) 2620FX(E) 3068
(E) 2036PT(E) 2036PT(E) 2036PT(E) 2868(E) 2468(E) 61068(E) 32410SH(E) 2630SH(E) 2652(E) 2656SH(E) 2656SH(E) 2868 (E) 2656SH(E) 2656SH(E) 2656SH(E) 2656SH(E) 2656SH (E) 2668(E) 2468
UP
UP
UP
UP
6'-10 " x 7'-2"
12'-11" x 10'-10"
3'-7" x 3'-5"
5'-0" x 7'-3"
8'-2" x 8'-6"
20'-2 " x 16'-1"
3'-9" x 3'-6"
11'-10" x 12'-0"
5'-0" x 7'-1"20'-6" x 8'-7"3'-2" x 7'-1"
13 '-8" x 11 '-6"
9'-1" x 3'-2 "
11'-3" x 12'-0"
2'-5" x 3'-2"
11'-3" x 10'-11"
15 '-4" x 10 '-0"
6'-8" x 11 '-4"
8'-6" x 2 7'-3"
17'-5" x 6'-10"
18'-2" x 10 '-6"
(E)
Skylight
(E)
Skylight
(E)
Skylight
(E) Master
Bathroom
(E) Dressing
Room
(E)
Shower
(E) Walk i n
Closet
(E) Master Bedroom
(E) Hal lway
(E) Nook
(E) Kitchen
(E)
Laundry
Room(E) Bathroom
(E) Bedroom 2
(E) Closet (E)
Closet
(E) Dining Room
(E) Livi ng Room
(E) Media Room
(E) Study
(E) Deck
(E) Porch
(E) Porch
(E) Deck
EXISTING LOWER FLOOR PLAN Scale 1/4" = 1' - 0"
Existing b athtub
to be replaced
with a shower
Replace (10) wood
framed windows with
dual glazed double h ung
wood fr amed window s.(E) 2868(E) 4068(E) 2640DC (E) 2650SH2612(E) 2650SH(E) 2650SH
2612
(E) 2650SH
(E) 2020SC(E) 20510(E) 2020SC20 '-2" x 16'-1"
4'-6" x 8'-6"
3'-3" x 3'-4"
3'-0" x 5'-0 "
(E) Closet
(E) Bedroom 3
(E) Closet
EXISTING UPPER FLOOR PLAN Scale 1/4" = 1' - 0"
(E) Stairs
(2) 3-1/8 in. Star
Driv e Bugle Head
M ulti-Purpose
Framing Screws
@ 24" o.c.
2x4 studs
@ 16" o.c.
Ripped
2x4
2x8
reinforcement(2) 3-1/8 in. Star
Driv e Bugle Head
M ulti-Purpose
Framing Screws
@ 24" o.c.
2x4 studs
@ 16" o.c.
Ripped
2x4
2x8
reinforcement
Aging-in-Place Reinforc ement
Installation Detail at Tub/Shower
Reinforcement to
be installed 32"to
39.25" abov e the
finished floor
Contractor to install
a 2x8 reinf or cem ent
for future installation
of grab bars per
CR C R327
Bath tub and combi n ation bath tub and shower
rei nforcement sha ll b e c o ntinuous on over al l
s urrounding tub.
I n a d diti on a sec o nd b ack wa ll o f reinfo rcement for a
lo w e r grout b ar shall be pr ovide d with t he bo tt om edge
locat ed n o mor e than six inches abo ve the bat h tub rim.
Oct. 24, 2023
Of________
REVISIONS
DATE:
S heet________
4
A-2
11 PROPOSED HOUSE REMODEL AT:123 WILDER AVENUELOS GATOS, CA 95030Owner Info:Name: Peter PomianekPhone Number: 650-245-7985Email: pomiansf@yahoo.comPHONE # (650) 793-1491EMAIL jose@jmdesigners.com______________________________________Designed by: Jose Jimenez1005 West Eighth StreetStockton California 95206Feb. 6, 2024
Respons e to comments from
Planning Department letter
dated December 13, 2023
22 March 29, 2024
Response to latest
plan review comments
11
22
Detail for install ed
dou ble hu ng windows
Note: Installed windows
are same typ e and style
as existing windo ws
22
REF.WH(N) 2266SH2 (N) 2666SH(E) 50682 (E) 2640SH(E) 2640SH
(E) 2644SH(E) 2644SH2 (E) 3250SH(E) 5068 (E) 2644SH (E) 2644SH(E) 2468(E) 2668 (E) 2668(E) 2020SC(E) 2020SC(E) 28682 (E) 2034SH2 (E) 2656SH2 (E) 2620FX(E) 3068
(N) 2036PT(N) 2036PT(N) 2036PT(E) 2868(E) 2468(E) 61 068(E) 32410SH(E) 2630SH(E) 26522 (N) 2656SH(E) 2868 2 (N) 2656SH3 (N) 2656SH
(E) 2468
(E) 2668UP
UP
UP
UP
4'-9"2'-6"9'-0"2'-2"5'-8"3'-11"2'-6"1'-4"3'-8"3'-2"5'-6"1'-11"2'-6"0'-4"2'-6"0'-3"2'-6"1'-11"1'-11"2'-8"2'-7"2'-6"0'-5"2'-6"1'-5"
11'-11"14'-0"
25'-11"
0'-6"5'-0"1'-9"
7'-3"
1'-3"3'-0"0'-10"
5'-1"
1'-8"2'-6"1'-4"2'-6"2'-3"5'-0"1'-0"4'-3"2'-6"0'-5"
16'-3 "7'-2"3'-10"2'-1"
29'-4"
0'-3"2'-4"0'-6"
3'-1"0'-10"
5'-0"1'-5"2'-6"0'-10"2'-6"4'-3"2'-7"2'-6"0'-4"2'-6"2'-5"4'-1"2'-0"0'-2"2'-0"0'-1"2'-0"0'-8"1'-5"3'-2"3'-1"1'-1"1'-4"2'-6"8'-9"2'-6"1'-8"11'-6"10'-4"11'-0"8'-9"16'-9"65'-10"5'-6"1'-1"2'-6"2'-6"1'-5"7'-6"0'-11"2'-0"1'-10"2'-0"1'-2"4'-1"3'-5"7'-11"6'-3"2'-3"7'-9"12'-4"3'-3"24'-1"71'-4"6'-10" x 7'-2 "
12 '-11" x 10'-10"
3'-7" x 3'-5"
5'-0" x 7'-3"
8'-2 " x 8'-6"
20 '-2" x 16'-1"
3'-9" x 3'-6"
11'-10" x 12'-0"
5'-0" x 7'-1"20'-6" x 8'-7"3'-2" x 7'-1"
9'-1" x 3'-2"
13'-8" x 11 '-6"
2'-5" x 3'-2 "
11'-3" x 10'-11"
15'-4" x 10'-0"
6'-10" x 11'-6"
11'-3" x 12'-0"
8'-6" x 27'-3"
17'-5 " x 6'-10 "
18'-2 " x 10'-6"
(E)
Skylight
(E)
Skylight
(E)
Skylight
(E) Master
Bathroom
(E) Dressing
Room
(E)
Shower
(E) Walk in
Closet
(E) Master Bedroom
(E) Hallway
(E) Nook
(E) Kitchen
(E)
Laundry
Room
Remodeled
Bathroom
(E) Bedroom 2
(E) Closet (E)
Closet
(E) Dining Room
(E) Deck
(E) Porch
(E) Porch
(E) Deck
PROPOSE D LOWER FLOOR PLAN Scale 1/4" = 1' - 0"
(E) Livi ng Room
(E) Media Room
(E) Study(E) 2868(E) 4068(E) 2640DC 2 (E) 2650SH2 (E) 2650SH
(E) 205102 (E) 2020SC2'-4"2'-6"16'-0"
4'-11"3'-7"20'-10"
29'-4"2'-2"5'-5"9'-2"16'-9"3'-5"1'-6"1'-3"1'-3"1'-3"1'-3"10'-3"16'-9"3'-5"14'-7"1'-3"1'-3"1'-3"1'-3"1'-3"
20'-10"3'-4"0'-3"4'-11"
29'-4"
20'-2 " x 16'-1"
4'-6" x 8'-6"
3'-3" x 3'-4"
3'-0" x 5'-0"
(E) Closet
(E) Bedroom 3
(E) Closet
PROPOSED UPPER FLOOR PLAN Scale 1/4" = 1' - 0"
(E) Stairs
(E) 3021PT(E) 2668(E) 32210DC (E) 3028DC(E) 3028PT(E) 32210PT
(E) 3968(E) 2868(E) 131070
(E) 3021DC2'-6"2'-6"5'-1"0'-1"3'-2"0'-3"
8'-0"4'-7"3'-6"6'-10"3'-1"
26'-0"6'-0"3'-0"0'-2"6'-0"3'-2"2'-9"10'-1"22'-0"0'-9"3'-0"2'-10"0'-7"2'-11"6'-7"11'-11"22'-0"1'-10"13'-10"0'-7"
16'-3 "9'-9"
26'-0"
15'-2" x 10'-6"
13'-8" x 9 '-5"
9'-0" x 1 0'-6"
6'-5" x 2'-9"
(E)
Skylight
(E) Skylight(E) Two Car Garage
(E) Shop Area
(E) Closet
(E) Wi ne Storage
EXISTING GARAGE FLOOR PLAN Scale 1/4" = 1' - 0"
(E) 131 070
FRONT FINISH ELEVATI ON SCALE 1/4"=1'-0 "
(E) 131 070
(E) 32210DC
REAR FI NISH ELEVATION SCALE 1/4"=1'-0"
(E) 32210DC
(E) 3028DC
LEFT SIDE FINISH ELEVATION SCALE 1/4"=1'-0 "
(E) 3028DC
(E) 3021PT
(E) 2668
(E) 3021DC
RIGHT SI DE FINISH ELEVATION SCALE 1/4"=1'-0 "
(E) 3021PT
(E) 2668
(E) 3021DC
Oct. 24, 2023
Of________
REVISIONS
DATE:
S heet________
4
A-3
11 PROPOSED HOUSE REMODEL AT:123 WILDER AVENUELOS GATOS, CA 95030Owner Info:Name: Peter PomianekPhone Number: 650-245-7985Email: pomiansf@yahoo.comPHONE # (650) 793-1491EMAIL jose@jmdesigners.com______________________________________Designed by: Jose Jimenez1005 West Eighth StreetStockton California 95206Garage Elevation Notes
Roof:
Existing: Comp shingle roof to remain.
Exterior Finish:
Existing: Wood Board & Batten siding to be replaced with same type new siding.
Windows:
Existing: Existing windows to remain.
Feb. 6, 2024
Respons e to comments from
Planning Department letter
dated December 13, 2023
11
11
11
11
22 March 29, 2024
Response to latest
plan review comments
1
A-2
1
A-2
22
(E) 5068 (E) 3068
2 (N) 2656SH
(E) 2868
3 (N) 2656SH
(REVISED) FRONT FINI SH ELEVATION SCALE 1/4"=1'-0 "
Note: A door buzzer,
bell or ch ime shall
be hard wired at
primary entrance.
(E) 5068 (E) 3068
2 (N) 2656SH
(E) 2868
3 (N) 2656SH
(E) 5068
(E) 2640SH(E) 2644SH(E) 2644SH
(E) 2468
2 (E) 2650SH
(REVISED) REAR FINISH ELEVATI ON SCALE 1/4"=1'-0 "
(E) 5068
(E) 2640SH(E) 2644SH(E) 2644SH
(E) 2468
2 (E) 2650SH
2 (E) 2640SH(E) 2644SH
2 (E) 3250SH
2 (E) 2034SH
(E) 2644SH
2 (E) 2656SH
2 (E) 2620FX
2 (N) 2656SH
2 (E) 2650SH
(REVISED) RIGHT SIDE FINISH ELEVATION SCALE 1/4"=1'-0 "
2 (E) 2640SH(E) 2644SH
2 (E) 3250SH
2 (E) 2034SH
(E) 2644SH
2 (E) 2656SH
2 (E) 2620FX
2 (N) 2656SH
2 (E) 2650SH
(N) 2266SH2 (N) 2666SH
(E) 2020SC
(E) 3241 0SH
(E) 2020SC
(E) 2630SH
2 (E) 2020SC
(R EVISED) LEFT SIDE FINISH ELE VATION SCALE 1/4"=1'-0 "
(N) 2266SH2 (N) 2666SH
(E) 2020SC
(E) 3241 0SH
(E) 2020SC
(E) 2630SH
2 (E) 2020SC
Oct. 24, 2023
Of________
REVISIONS
DATE:
S heet________
4
A-4
SEC TION R703 EX TER IOR C OVER IN G
SEC TION R905 R EQU IR EMENTS
FOR R OOF C OVER IN GS
2022 CRC R905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of twounits vertical in 12 units horizontal (17percent slope) or greater. For roof slopes from twounits vertical in 12 units horizontal (17-percent slope) up to four units vertical in 12 units
horizontal (33-percent slope), double underlayment application is required in accordancewith Section R905.1.1.
R905.1.1 Underlayment. Underlayment for asphalt shingles, clay and concrete tile, metal
roof shingles, mineral-surfaced roll roofing, slate and slate-type shingles, wood shingles,wood shakes, metal roof panels and photovoltaic shingles shall conform to the applicablestandards listed in this chapter. Underlayment materials required to comply with ASTM
D226, D1970, D4869 and D6757shall bear a label indicating compliance to the standarddesignation and, if applicable, type classification indicated in Table R905.1.1(1).Underlayment shall be applied in accordance with Table R905.1.1(2). Underlayment shall
be attached in accordance with Table R905.1.1(3).
R905.2.4.1 Wind resistance of asphalt shingles. Asphalt shingles shall be tested in
accordance with ASTM D7158. Asphalt shingles shall meet the classification requirementsof Table R905.2.4.1 for the appropriate ultimate design wind speed. Asphalt shinglepackaging shall bear a label to indicate compliance with ASTM D7158 and the required
classification in Table R905.2.4.1.
R905.2.5 Fasteners. Fasteners for asphalt shingles shall be galvanized steel, stainless
steel, aluminum or copper roofing nails, minimum 12-gage [0.105 inch (3 mm)] shank with a
minimum 3/8-inch-diameter (9.5 mm) head, complying with ASTM FI667, of a length topenetrate through the roofing materials and not less than ¾ inch (19.1 mm) into the roofsheathing. Where the roof sheathing is less than ¾ inch (19.1 mm) thick, the fasteners shall
penetrate through the sheathing.
R905.2.6 Attachment. Asphalt shingles shall have the minimum number of fasteners
required by the manufacturer’s approved installation instructions, but not less than fourfasteners per strip shingle or two fasteners per individual shingle. Where the roof slopeexceeds 21 units vertical in 12 units horizontal (21:12, 175-pcrcent slope), shingles shall be
installed in accordance with the manufacturer’s approved installation instructions.
From TABLE R905.1.1(2) for Asphalt shingles Section R905.2 Underlayment
application. For roof slopes from two units vertical in 12 units horizontal (2:12), up to fourunits vertical in 12 units horizontal (4:12), underlayment shall be two layers applied in thefollowing manner: apply a 19-inch strip of underlayment felt parallel to and starting at the
eaves. Starting at the eave, apply 36-inchwide sheets of underlayment, overlapping
successive sheets 19 inches. Distortions in the underlayment shall not interfere with theability of the shingles to seal. End laps shall be 4 inches and shall be offset by 6 feet. Forroof slopes of four units vertical in 12 units horizontal (4:12) or greater, underlayment shall
be one layer applied in the following manner: underlayment shall be applied shingle fashion,parallel to and starting from the eave and lapped 2 inches, Distortions in the underlaymentshall not interfere with the ability of the shingles to seal. End laps shall be 4 inches and shall
be offset by 6 feet.
R905.2.8.2 Valleys. Valley linings shall be installed in accordance with the manufacturer’s
instructions before applying shingles. Valley linings of the following types shall be permitted:1. For open valleys (valley lining exposed) lined with metal, the valley lining shall benot less than 24 inches (610 mm) wide and of any of the corrosion-resistant metals in Table
R905.2.8.2.2. For open valleys, valley lining of two plies of mineral-surfaced roll roofing,complying with ASTM D3909 or ASTM D6380 Class M, shall be permitted. The bottom layer
shall be 18 inches (457 mm) and the top layer not less than 36 inches (914 mm) wide.
3. For closed valleys (valley covered with shingles), valley lining of one ply of smoothroll roofing complying with ASTM D6380 and not less than 36 inches wide (914 mm) orvalley lining as described in Item 1 or 2 shall be permitted. Self-adhering polymer-modified
bitumen underlayment complying with ASTM D1970 shall be permitted in lieu of the liningmaterial.
2022 CRC SECTION R703 EXTERIOR COVERING
R703.1 General. Exterior walls shall provide the building with a weather-resistant exterior wall envelope. The exterior wall envelope
shall include flashing as described in Section R703.4.
R703.1.1 Water resistance. The exterior wall envelope shall be designed and constructed in a manner that prevents theaccumulation of water within the wall assembly by providing a water-resistant barrier behind the exterior cladding as required by
Section R703.2 and a means of draining to the exterior water that penetrates the exterior cladding. Exceptions:
1. A weather-resistant exterior wall envelope shall not be required over concrete or masonry walls designed in accordance withChapter 6 and flashed according to Section R703.4 or R703.8.
R703.1.2 Wind resistance. Wall coverings, backing materials and their attachments shall be capable of resisting wind loads in
accordance with Tables R301.2(2) and R301.2(3). Wind-pressure resistance of the siding, soffit and backing materials shall bedetermined by ASTM E330 or other applicable standard test methods. Where wind-pressure resistance is determined by designanalysis, data from approved design standards and analysis conforming to generally accepted engineering practice shall be used to
evaluate the siding, soffit and backing material and its fastening.
R703.2 Water-resistive barrier. Not fewer than one layer of water-resistive barrier shall be applied over studs or sheathing of all
exterior walls with flashing as indicated in Section R703.4, in such a manner as to provide a continuous water-resistive barrier behindthe exterior wall veneer. The water-resistive barrier material shall be continuous to the top of walls and terminated at penetrations andbuilding appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. Water-resistive barrier materials shall comply with one of the following:
1. No. 15 felt complying with ASTM D226, Type 1.2. ASTM E2556, Type 1 or 2.3. ASTM E331 in accordance with Section R703.1.1.
4. Other approved materials in accordance with the manufacturer's installation instructions.No. 15 asphalt felt and water-resistive barriers complying with ASTM E2556 shall be applied horizontally, with the upper layerlapped over the lower layer not less than 2 inches (51 mm), and where joints occur, shall be lapped not less than 6 inches (152 mm).
R703.3.3 Fasteners. Exterior wall coverings and roof overhang soffits shall be securely fastened with aluminum, galvanized,stainless steel or rust-preventative coated nails or staples in accordance with Table R703.3(1) or with other approved corrosion-resistant fasteners in accordance with the wall covering manufacturer’s installation instructions. Nails and staples shall comply with
ASTM FI667. Nails shall be T-head, modified round head, or round head with smooth or deformed shanks. Staples shall have aminimum crown width of 7/16 inch (11.1 mm) outside diameter and be manufactured of minimum 16-gage wire. Where fiberboard,gypsum, or foam plastic sheathing backing is used, nails or staples shall be driven into the studs. Where wood or wood structural
panel sheathing is used, fasteners shall be driven into studs unless otherwise permitted to be driven into sheathing in accordance witheither the siding manufacturer’s installation instructions or Table R703.3.3.
R703.3.4 Minimum fastener length and penetration. Fasteners shall have the greater of the minimum length specified in Table
R703.3(1) or as required to provide a minimum penetration into framing as follows: 1. Fasteners for horizontal aluminum siding, steel siding, particleboard panel siding, wood structural panel siding in accordancewith ANSI/APA-PRP 210, fiber-cement panel siding and fiber-cement lap siding installed over foam plastic sheathing shall penetrate
not less than 1½ inches (38mm) into framing or shall be in accordance with the manufacturer’s installation instructions.2. Fasteners for hardboard panel and lap siding shall penetrate not less than 1½ inches (38 mm) into framing.3. Fasteners for vinyl siding and insulated vinyl siding installed overwood or wood structural panel sheathing shall penetrate not
less than 1¼ inches (32 mm) into sheathing and framing combined. Vinyl siding and insulated vinyl siding shall be permitted to beinstalled with fasteners penetrating into or through wood or wood structural sheathing of minimum thickness as specified by themanufacturer’s instructions or test report, with or without penetration into the framing. Where the fastener penetrates fully through thesheathing, the end of the fastener shall extend not less than ¼ inch (6.4mm) beyond the opposite face of the sheathing. Fasteners for
vinyl siding and insulated vinyl siding installed over foam plastic sheathing shall be in accordance with Section R703.11.2. Fastenersfor vinyl siding and insulated vinyl siding installed over fiberboard or gypsum sheathing shall penetrate not less than 1¼ inches (32mm) into framing.
4. Fasteners for vertical or horizontal wood siding shall penetrate not less than 1½ inches (38mm) into studs, studs and woodsheathing combined, or blocking.5. Fasteners for siding material installed over foam plastic sheathing shall have sufficient length to accommodate foam plastic
sheathing thickness and to penetrate framing or sheathing and framing combined, as specified in Items 1 through 4.
11 PROPOSED HOUSE REMODEL AT:123 WILDER AVENUELOS GATOS, CA 95030Elevation Notes
Roof:
Existing: Comp shingle roof to remain.
Proposed: Comp shingle roof to match existing.
Exterior Finish:
Replaced wood shingle siding finish to be restored by removing
the hardy board siding and replace with wood shingle siding to
match the areas that remained at the front of the house.
Windows:
Existing: Existing windows to remain.
Proposed: New windows to match existing.Owner Info:Name: Peter PomianekPhone Number: 650-245-7985Email: pomiansf@yahoo.comPHONE # (650) 793-1491EMAIL jose@jmdesigners.com______________________________________Designed by: Jose Jimenez1005 West Eighth StreetStockton California 95206Feb. 6, 2024
Respons e to comments from
Planning Department letter
dated December 13, 2023
11
11
11 11
11
N ote to con tractor : T he
Historic Prese rvatio n
Comm ittee approv al
included a condition
th at the existing or nate
shingle pat tern in t he
fr ont gable en d shall be
re plicated
22 March 29, 2024
Response to latest
plan review comments
22
Ad dre ss iden tification : Ne w and existing bu ilding s sh all have approv ed address numbe rs,
build ing numb ers or approved b uil din g i dentification place d in a positi on th at is plainly
le gib le and visib le from th e street o r ro ad fronting th e p rop erty. T hese nu mbe rs sha ll
con trast with th eir backgrou nd.
Where require d b y the fire code offi cia l, a ddress numbers shal l be provid ed in ad ditional
app ro ved loca ti ons to facilitate emergen cy respo nse. Address numbe rs shal l be Arabic
numbers or a lphabetica l letters.
Numb ers sh all b e a min imum o f 6 inch es (101.6 mm) high with a min imum stroke width o f
0.5 inch (12.7 mm). Whe re acce ss i s by me ans of a priva te road and the bui ld ing cannot
be viewe d from the pub lic way, a monu me nt, pole o r other s ign or mea ns shall be used to
id entify the structu re. Add re ss n umb ers sh all b e maintain ed. C FC Sec. 50 5.1 .
R703.4 Flashing. Approved corrosion-resistant flashing shall be applied shingle-fashion in amanner to prevent entry of water into the wall cavity or penetration of water to the buildingstructural framing components. Self-adhered membranes used as Hashing shall comply with
AAMA 711. Fluid-applied membranes used as flashing in exterior walls shall comply with AAMA714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion-resistant flashings shall be installed at the following locations:
1. Exterior window and door openings. Flashing at exterior window and door openings shallbe installed in accordance with Section R703.4.1.2. At the intersection of chimneys or other masonry construction with frame or stucco walls,
with projecting lips on both sides under stucco copings.3. Under and at the ends of masonry, wood or metal copings and sills.4. Continuously above all projecting wood trim.5. Where exterior porches, decks or stairs attach to a wall or floor assembly or wood-frame
construction.6. At wall and roof intersections.7. At built-in gutters.
R703.5.3 Horizontal wood siding. Horizontal lap siding shall be installed in accordance with themanufacturer’s recommendations. Where there are no recommendations the siding shall be lappednot less than 1 inch (25 mm), or ½ inch (12.7 mm) if rabbeted, and shall have the ends caulked,
covered with a batten or sealed and installed over a strip of flashing.
123
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11 PROPOSED HOUSE REMODEL AT:123 WILDER AVENUELOS GATOS, CA 95030Owner Info:Name: Peter PomianekPhone Number: 650-245-7985Email: pomiansf@yahoo.comPHONE # (650) 793-1491EMAIL jose@jmdesigners.com______________________________________Designed by: Jose Jimenez1005 West Eighth StreetStockton California 95206Feb. 6, 2024
Respons e to comments from
Planning Department letter
dated December 13, 2023
22 March 29, 2024
Response to latest
plan review comments
BC B
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11 PROPOSED HOUSE REMODEL AT:123 WILDER AVENUELOS GATOS, CA 95030Owner Info:Name: Peter PomianekPhone Number: 650-245-7985Email: pomiansf@yahoo.comPHONE # (650) 793-1491EMAIL jose@jmdesigners.com______________________________________Designed by: Jose Jimenez1005 West Eighth StreetStockton California 95206Feb. 6, 2024
Respons e to comments from
Planning Department letter
dated December 13, 2023
22 March 29, 2024
Response to latest
plan review comments
BM P s
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11 PROPOSED HOUSE REMODEL AT:123 WILDER AVENUELOS GATOS, CA 95030T24.1
Sheet 1
of 2Owner Info:Name: Peter PomianekPhone Number: 650-245-7985Email: pomiansf@yahoo.comPHONE # (650) 793-1491EMAIL jose@jmdesigners.com______________________________________Designed by: Jose Jimenez1005 West Eighth StreetStockton California 95206Feb. 6, 2024
Respons e to comments from
Planning Department letter
dated December 13, 2023
22 March 29, 2024
Response to latest
plan review comments
Oct. 24, 2023
Of________
REVISIONS
DATE:
S heet________
4
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11 PROPOSED HOUSE REMODEL AT:123 WILDER AVENUELOS GATOS, CA 95030T24.2
Sh eet 2
of 2Owner Info:Name: Peter PomianekPhone Number: 650-245-7985Email: pomiansf@yahoo.comPHONE # (650) 793-1491EMAIL jose@jmdesigners.com______________________________________Designed by: Jose Jimenez1005 West Eighth StreetStockton California 95206Feb. 6, 2024
Respons e to comments from
Planning Department letter
dated December 13, 2023
22 March 29, 2024
Response to latest
plan review comments