Item 04 - 15925 Quail Hill Rd - Staff Report Exh.14MV
AARRCCHHIITTEECCTT
CRADESNECIL
ST
A
TEOF C A L I F O R N IATCE
TIH
No. C-19155
11-31-
Renew date
VIERHUS
MICHAEL D.
sheet
revisions A-1
date
Kevin Hwang & Sabrina DongKevin Hwang & Sabrina Dong
15925 Quail Hill Road Los Gatos CA15925 Quail Hill Road Los Gatos CA
DEVELOPMENT PLANS FOR:
2.25.15
11
These documents are the
property of Michael
Vierhus, Architect and
shall not be used or
reproduced in anyway
without his consent.
PRELIMINARY
printed 6/8/2015MVarchitect.com
Michael Vierhus
AARRCCHHII TTEECCTT
408.867.5808
SHEET INDEX
A-1 GRADING/DRAINAGE PLAN
A-2 SITE PLAN
A-3 DEMOLITION PLAN
A-4 DEMOLITION ELEVATIONS
A-5 DEMOLITION ELEVATIONS
A-6 NEW FLOOR PLANS
A-7 NEW ELEVATIONS
A-8 NEW ELEVATIONS
A-9 NEW SECTIONS
A-10 SHADOW STUDY
A-11 NEIGHBORHOOD PHOTOS
PROJECT DATAPROJECT DATA
APN 527-02-007
Construction type V-N
Zoning HR
Occupancy R-3 /U-1
Gross Lot size 42525 sf
Net Lot size 17010 sf
Average Slope > 30%
FloorFloor ExistingExisting AddAdd NewNew
Main 1992 1104 3096
Guest House 774 -0- 774
Carport 602 <602> -0-
Garage -0- 707 707
Attics -0- -0- -0-
Cellar -0- 641 641
Porches 504 67 571
Deck -0-150 150
FAR 2766 1811 4577
Allowable FAR 4900
Setbacks existing proposed required
Front 27'30'30' min.
Side 19'20'20' min.
Side 25'20'20' min.
Rear 280'+280'25' min.
Height 14'21'25' max.
Overall Height 14'35'35' max.
Parking proposed
covered 3
uncovered 4
MV
AARRCCHHIITTEECCTT
ABREVIATIONSABREVIATIONS
@ -at
A.D. -area drain
alum. -aluminum
bldg. -building
blk -block
blkg -blocking
BM. -beam
cab. -cabinet
clg. -ceiling
clkg -caulking
CL. -closet
clr. -clearance
cmt. -casement
conc. -concrete
cont. -continuous
cntr. -counter
ctr. -center
dbl. -double
D.H. -double hung
dia. -diameter
DN. -down
dr. -door
DS. -downspout
(E) -existing
ea. -each
EJ. -expansion joint
EL. -elevation
eq. -equal
EXT. -exterior
F.D. -floor drain
F.F. -finish floor
F.G. -finish grade
flash.-flashing
FTG. -footing
ga. -guage
galv. -galvanized
GL. -glass
GND. -ground
GR. -grade
H.B. -hose bibb
H.C. - hollow core
hdwd. -hardwood
hr. -hour
hgt. -hieght
insul. -insulation
INT. -interior
Kit. -kitchen
max. -maximum
M.C. -medicine cabinet
Mech.-mechanical
Mfr. -manufacturer
min. -minimum
MIR. -mirror
(N) -new
N.G. -natural grade
N.I.C. -not in contract
N.T.S.-not to scale
obs. -obsure
O.C. -on center
O.D. -outside diameter
PL. -plate
ply. -plywood
pkt. -pocket
P.T. -pressure treated
ref. -refrigerator
reg. -register
reinf. -reinforced
req'd. -required
R/A -return air
RM. -room
R.O. -rough opening
RWD. -redwood
S.C. -solid core
S.D. -soap dispenser
S.H. -sill hieght
SL. -slider
sim. -similar
sq. -square
S.S. -stainless steel
STD. -standard
STR. -structural
Temp.-tempered
TRD. -tread
T.C. -top of curb
T.O.S.-top of slab
TEL. -telephone
THK. -thick
T.V. -television
T.W. -top of wall
typ. -typical
uno. -unless otherwise noted
vert. -vertical
w/ -with
W.C. -water closet
WD. -wood
w/o -without
W.P. -waterproof
w.i. -wrought iron
CRADESNECIL
ST
A
TEOF C A L I F O R N IATCE
TIH
No. C-19155
11-31-
Renew date
VIERHUS
MICHAEL D.
sheet
revisions A-2
date
GENERAL NOTESGENERAL NOTES
Contractor shall maintain at the site a copy of the construction documents marked
"RECORD DOCUMENTS" and note all modifications thereto. These documents shall be
returned to the Owner.
Contractor shall obtain and pay for all permits, licenses, construction taxes and fees
required by city, county and state laws, except the general building permit fee, which will be
paid by the Owner.
Contractor is responsible for confirming and coordinating all quantities and dimensions,
selecting fabrication processes, techniques of assembly and for the performance of all work
in a safe and satisfactory manner.
Contractor shall arrange for, and secure, required test, permits and inspections, and bear
costs for same. Contractor shall provide to owner, Certified Waiver of Liens for all
subcontractors and suppliers prior to payment .
Contractor must carry a minimum of $1,000,000 combined single limit Public Liability and
Property Damage Insurance and all policies shall include Owner as additional insured.
Certificates of insurance must be furnished to Owner.
Owner may make changes by altering, adding to or deducting from the scope of work, with
the contract sum being adjusted. All changes must be approved in writing by the Owner
and/or Architect before work is started. Substitutions of materials or methods contrary to
these drawings shall be approved by Architect/Owner. If more than one finish or style is
available in an item specified, Contractor is obligated to notify Architect/ Owner.
Dimensions shall be followed in preference to scale, and detail drawings in preference to
small scale drawings. Check the accuracy of all dimensions in field prior to construction, or
prior to ordering or fabricating of materials or products.
Specifications and written notes and schedules on drawings shall be followed in preference
to information on line drawings .
Typical details shall apply where no specific details or sections are provided.
Contractor must notify Architect of any Errors or Omissions found on these drawings, or
other contract documents. If Contractor fails to give such notification before construction, he
is responsible for the results. Drawings and specifications are complimentary and work
called for in one and not the other shall be provided as though fully set forth in both.
Contractor is responsible for the satisfactory completion of all work in accordance with
these plans, specifications, MOST CURRENT local and California BUILDING codes
applicable to this project.
California Fire Code California Building Code
California Mechanical Code California Plumbing Code
California Electrical Code California Energy Code
Kevin Hwang & Sabrina DongKevin Hwang & Sabrina Dong
15925 Quail Hill Road Los Gatos CA15925 Quail Hill Road Los Gatos CA
DEVELOPMENT PLANS FOR:
NN
CONDITIONS OF APPROVALCONDITIONS OF APPROVAL
CONSULTANTSCONSULTANTS
STRUCTURAL ENGINEERSTRUCTURAL ENGINEER
Betta Group 408-267-7190
CIVIL ENGINEERCIVIL ENGINEER
TBD
SOIL ENGINEERSOIL ENGINEER
TBD
TITLE 24 TITLE 24
Frank Iannucci 408-866-1620
INTERIOR DESIGNERINTERIOR DESIGNER
TBD
LANDSCAPE ARCHITECTLANDSCAPE ARCHITECT
TBD
CONTRACTOR
TBD
2.25.15
11
FIRE NOTESFIRE NOTES
1.Early warning Fire Alarm System
a.EWAS shall be installed in compliance with NFPA 72A
and Saratoga City Ordinance 16-60
b.The Alarm contractor shall provide (3) copies of working
drawings to the Fire District for review and approval.
c.The Fire District must issue a permit prior to installation
of the EWAS.
d.The alarm contractor must have a City business license
and worker's compensation certificate.
2.Fire Sprinkler System
a.An automatic sprinkler shall be installed throughout th
entire structure in accordance with NFPA standard 13.
Saratoga City Ordinance 16-15.070
b.fast response fire sprinkler heads shall be installed
throughout the garage and all contiguous areas with in the
structure utilized for workshop or storage purposes.
c.The sprinkler contractor shall provide (2) copies of the
working drawings and calculations to the Fire District.
d.The Fire District must issue a permit prior to the
installation of the fire sprinkler system.
e. The sprinkler contractor must have a City business
license and worker's compensation certificate.
These documents are the
property of Michael
Vierhus, Architect and
shall not be used or
reproduced in anyway
without his consent.
PRELIMINARY
printed 6/8/2015MVarchitect.com
Michael Vierhus
AARRCCHHII TTEECCTT
408.867.5808
MV
AARRCCHHIITTEECCTT
EXIST EXISTEXISTEXISTEXISTEXISTEXISTEXISTEXISTEXISTEXISTEXISTEXIST EXISTEXIST EXIST
EXIST
EXISTEXISTEXISTEXISTEXISTEXIST
DEMO DEMO
DEMODEMODEMODEMODEMO DEMODEMODEMODEMO
DEMODEMO DEMODEMODEMODEMODEMO DEMODEMODEMODEMODEMODEMODEMODEMODEMODEMODEMODEMODEMODEMODEMODEMODEMODEMODEMO
D E M O
D E M O
D E M O
D E M O
DEMO
DEMO
DEMO
DEMO
1998 sq ftEXISTING CARPORTBEDROOMKITCHENDININGLIVINGBEDROOMBATHBATHHALLMASTER BDRMFIELD VERIFY EXISTING
FOUNDATION AND
SUBFLOOR TO REMAIN.
REMOVE EXISTNG FIBERGLASS POOL
REMOVE
EXISTNG PORCH
REMOVE FLOOR
AND FOUNDATION LIVING AREAW1W1W1
D1D1D1
AAACRADESNECIL
ST
A
TEOF C A L I F O R N IATCE
TIH
No. C-19155
11-31-
Renew date
VIERHUS
MICHAEL D.
sheet
revisions A-3
date
Kevin Hwang & Sabrina DongKevin Hwang & Sabrina Dong
15925 Quail Hill Road Los Gatos CA15925 Quail Hill Road Los Gatos CA
VICINTIY MAPVICINTIY MAP
DEVELOPMENT PLANS FOR:
GRADING NOTESGRADING NOTES
Prior to commencement of any earthwork or grading activities,
including basment excavation and trenching that exceeds 5 foot
in depth, the permitte shall arrange a preconstruction meeting.
The meeting shall include the City of Saratoga Grading Inspector
(408-868-1201), the grading contractor and the project Soils
Engineer. The permittee or representative shall arrange the
meeting at least 48 hours prior to the start of earthwork activities.
Excavation cuts exceeding 5 feet typically require DOSH permit.
All excavations must conform to applicable OSHA and CAL-
OSHA requirements. DOSH's local office:(510) 794-2521.
Excvation contractor shall submit proof to City Building Inspector,
that he or she has received such a permit.
1. Prior to requesting a foundation inspection by the City, the
Geotechnical Engineer or Civil Engineer who prepared the soil
investigation shall provide a field report in writing which states
the following:
a. building pad was prepared and compacted in accordance
with soil report specifications.
b. foundation and/or pier excavation, depth and backfill
materials, and drainage conform to the soil report and approved
plans.
2. Prior to final inspection for any building, the Geotechical
Engineer or Civil Engineer who prepared the soild investigation
shall issue a final report stating the completed pad,
foundation,finish grading and associated site work substantially
conform to the approved plans, specs, and investigation.
3. Construction site shall be enclosed by 6' opaque fence at all
times during construction.
4.No Construction material,equipment,portable toilets,trash
containers or debris shall be placed in the public right-of-way.
5.A trash container shall be maintained on site at all times and
debris on site which could otherwise blow away, shall be
regularly collected and placed in container.
6.All construction debris (wood scraps and other debris, which
cananot blow away) shallbe piled within the property lines of the
project in a neat and safe manner.
7.The project shall have a signage viewable from the public
street that indicate the hours of construction as Mon-Fri 7:30am
to 6 pm, Sat from 9am to 5pm.
2.25.15
11
SITE - DEMO NOTESSITE - DEMO NOTES
(1) All grading and earthwork shall be observed and verified
by the project geotechnical engineer if applicable.
(2)No equipment, materials or work is to begin until tree
protection is in place. The tree protection is to remain in
place until the project is ready for final inspections and any
work inside the tree protection is to be done with hand
tools.
(3)Backfilling material shall be excavated material, free of
lumber and trash, or approved imported non-expansive
earth
(4)Contractor shall adhere to the soils report, if available,
which is hereby made a part of these specifications.
(5)The areas to be overlaid by pads and paving shall be
stripped to a sufficient depth to remove all organic material.
(6) At all times, grades shall provide positive drainage away
from the house. Contractor shall noftify Architect of any
grading conditions requiring special attention.
(7)The storm water runoff to be minimized by discharge of all
roof drains onto splash block and into the landscape area
and bio-swales. Any excess runoff will be conveyed via a
closed conduit to approved off site drainage system. (refer
to site drainage plan if available)
(8) All electric lines, communication lines and appurtenances,
including all public utility, CATV and telegraph systems
shall be located and installed underground. (unless
allowed and approved by owners)
(9) It is the responsibility of the Contractor to identify, locate
and protect all underground facilities.
(10)The Contractor shall maintain the streets, sidewalks and all
other public rights-of-way in a clean, safe and usable
condition. All spills of soil, rock or construction debris shall
be removed from the property during construction and
upon completion of the project. All adjacent property,
private or public shall be maintained in a clean, safe and
usable condition.
(11) It shall be the contractor's sole responsibility to design and
provide adequate shoring, bracing, and site security
fencing during entire construction period.
(12)Contractor and owners shall review and discuss all existing
irrigation, hardscape, landscape and drainage that may be
impacted by construction prior to demolition.
These documents are the
property of Michael
Vierhus, Architect and
shall not be used or
reproduced in anyway
without his consent.
PRELIMINARY
printed 6/8/2015
NNASBUILT-DEMO PLAN
1/4"=1'-0"
MVarchitect.com
Michael Vierhus
AARRCCHHII TTEECCTT
408.867.5808
MV
AARRCCHHIITTEECCTT
CRADESNECIL
ST
A
TEOF C A L I F O R N IATCE
TIH
No. C-19155
11-31-
Renew date
VIERHUS
MICHAEL D.
sheet
revisions A-4
date
Kevin Hwang & Sabrina DongKevin Hwang & Sabrina Dong
15925 Quail Hill Road Los Gatos CA15925 Quail Hill Road Los Gatos CA
DEVELOPMENT PLANS FOR:
2.25.15
11
These documents are the
property of Michael
Vierhus, Architect and
shall not be used or
reproduced in anyway
without his consent.
PRELIMINARY
printed 6/8/2015
WALL DEMOLITION ELEVATIONS
1/4"=1'-0"
MVarchitect.com
Michael Vierhus
AARRCCHHII TTEECCTT
408.867.5808
((EE )) WW EESS TT EE LL EEVV ..
MV
AARRCCHHIITTEECCTT
CRADESNECIL
ST
A
TEOF C A L I F O R N IATCE
TIH
No. C-19155
11-31-
Renew date
VIERHUS
MICHAEL D.
sheet
revisions A-5
date
Kevin Hwang & Sabrina DongKevin Hwang & Sabrina Dong
15925 Quail Hill Road Los Gatos CA15925 Quail Hill Road Los Gatos CA
DEVELOPMENT PLANS FOR:
2.25.15
11
These documents are the
property of Michael
Vierhus, Architect and
shall not be used or
reproduced in anyway
without his consent.
PRELIMINARY
printed 6/8/2015
WALL DEMOLITION ELEVATIONS
1/4"=1'-0"
MVarchitect.com
Michael Vierhus
AARRCCHHII TTEECCTT
408.867.5808
19'-8"7'-8"8'-6"14'-1"3'
6'-1"
16'-9"
34'-6"20'-6"2'-3"20'6'22'-3"2'-9"3'-10"9'-6"22'19'-6"8'
PORCH
FAMILY
BEDROOM
KITCHEN
Convert Existing Carport to Garage
OFFICE
BEDROOM CLOSET
MASTER BDRM
LIVING
PROJECT DATAPROJECT DATAAPN 527-02-007Construction type V-NZoning HROccupancy R-3 /U-1Gross Lot size 42525 sfNet Lot size 17010 sfAverage Slope > 30%FloorFloor Existing Existing Add Add New NewMain 1992 1168 3160Lower-0- 385 385Guest House774 -0- 774Storage179 -0- 179Carport 424 60 484Cellar -0- 585 585FAR29581540 4498Allowable FAR 4500MASTER
BATH
ENTRY
BBBBLaundryNew entry porchBath
HALL
New Garage area shown shadedPOOL
BATH
PantryAAAAExisting concrete block wallExisting concrete block wall
DINING
494.5 FF
match existing
494.0 TOS
9' ceiling
9' ceiling
vaulted ceiling
9' ceiling
Bath
9' ceiling
vaulted ceiling
vaulted ceiling
vaulted ceiling
vaulted ceiling
BREEZEWAY LIVING AREAWH634 sq ft6'-1"
9'-4"14'-1"8'-7"14'-4"16'-6"
GUEST ROOM
SITE RETAINING WALL
484.5 TOS
CCCCSEAT WALLSITE RETAINING WALL491.0 TOWBATH DDDDLIVING AREAMECH
GAME ROOM
LIGHTWELL
PATIO
BBBBW1W1W1
D1D1D1
AAA
MV
AARRCCHHIITTEECCTT
CRADESNECIL
ST
A
TEOF C A L I F O R N IATCE
TIH
No. C-19155
11-31-
Renew date
VIERHUS
MICHAEL D.
sheet
revisions A-6
date
Kevin Hwang & Sabrina DongKevin Hwang & Sabrina Dong
15925 Quail Hill Road Los Gatos CA15925 Quail Hill Road Los Gatos CA
DEVELOPMENT PLANS FOR:
FLOOR PLAN NOTESFLOOR PLAN NOTES
(1)Install 5/8" type 'x' sheetrock @ walls and ceiling under stairs and between
garage and house.
(2)Door between house and garage shall be fire rated 1 3/8" solid core with self
closer. (20 min. fire rating)
(3)Provide 22" x 30" min. underfloor and attic access as required per code.
(4)Provide minimum 36" inch deep landing outside all exterior doors .
(5)Step downs may not exceed 7 3/4" inches for in-swinging and sliding doors.
(6)Thresholds at doorways shall not exceed 3/4" in height for sliding doors and
max. 1/2" floor level change for out swing doors.
(7)Floor level changes @ doorways greater than 1/4" shall be beveled with a
maximum 50% slope (1rise/ 2 run).
(8)A 42" high guardrail is required @ floor level changes 30" or greater. The
guardrail must be capable of resisting 20 PLF horizontal load perpendicular
to top rail and include intermediate rails such that a 4" DIA. sphere cannot
pass through.
(9)Provide egress window @ all sleeping rooms. Minimum net opening must be
24" height x 20" width and 5.7 square feet. The bottom of opening must be
no more than 44" above finish floor.
(10)Provide natural lighting source (window, skylight) with an area of not less
than 1/10 of the floor area.
(11)Provide natural ventilation (window, door, operable skylight) with an area of
not less than 1/20 of floor area.
(12)Safety glazing (tempered) is required for all panes within 24" of door - 18" off
finish floor - 60" above a standing surface and drain inlet @ tubs and
showers, and stair landings. All other exterior glazing requires min. one pane
tempered glass per WUI code requirements.
(13)Handrails are required at stairways with more than 3 risers.
(14)Handrails must have a 1-1/4 - 2 inch graspable cross section, no sharp
corners, 34- 38 inches above stair nosing, extend continuously from top to
bottom riser, and terminate at newel posts or return to walls.
(15)Specify minimum 1/4 inch per ft slope for weather-exposed balconies uno.
(16)All new water closets to be maximum 1.6 gallons per flush.
(17)Provide seismic anchorage of all water heaters per UPC 510.5
(18)All tub and shower controls shall be provided with pressure balance control
valves..
(19)All tub and shower wall must have a smooth, hard, and nonabsorbent
surface over a moisture resistant underlayment to a height of 70" above drain
inlet.
(20)Bathroom accessories: medicine cabinets, towel bars, paper dispensers,
etc. shall be furnished by Owner and installed by Contractor. Install backing
as required.
(21)Security, audio and phone systems per the Owner's specifications.
(22)Provide hardware schedule for Owner approval prior to purchasing (account
for ordering lead times). Pay special attention to exterior lock sets so that
they meet Owner's security requirements. Include weather-stripping,
thresholds, sliding door hardware, lock sets, latch sets, pulls, dead bolts, etc.
(23)Shower doors: to be 3/8" frameless clear tempered glass with chrome
hinges, UNO.
2.25.15
PROJECT DATAPROJECT DATAAPN 527-02-007 Construction type V-NZoning HR Occupancy R-3 /U-1Gross Lot size 42525 sf Net Lot size 17010 sfAverage Slope > 30%FloorFloor Existing Existing AddAdd New NewMain 1992 1129 3121Lower-0- 400 408Guest House 774 -0- 774Storage179 -0- 179Carport 424 60 484Cellar -0- 479 575Porch 498 -88 410FAR2958 1524 4482Allowable FAR 4500
11NEW FLOOR PLANS
1/4"=1'-0"
NN
NN
These documents are the
property of Michael
Vierhus, Architect and
shall not be used or
reproduced in anyway
without his consent.
PRELIMINARY
printed 6/8/2015
MAIN FLOOR
LOWER FLOOR
MVarchitect.com
Michael Vierhus
AARRCCHHII TTEECCTT
408.867.5808
21'-6"15'19'LINE OF CELLAR BELOW
EXISTING GRADE
LIN E O F 25 ' M A X I MU M H E IG H T PL A N E
484.50
TOS
494.50
FF
ABOVE FINISH GRADEASPHALT SHINGLE ROOF
6/12 PITCH
6/12 PITCH
W1W1W1
D1D1D1
AAA
MV
AARRCCHHIITTEECCTT
CRADESNECIL
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TEOF C A L I F O R N IATCE
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No. C-19155
11-31-
Renew date
VIERHUS
MICHAEL D.
EXISTING GRADE
494.50 FF
484.50 TOS
LINE OF 25' MAXIMUM HEIGHT PLANE
LINE OF CELLAR BELOW
DETACHED GARAGE BREEZEWAY
6/12 PITCH 6/12 PITCH
sheet
revisions A-7
date
FLOOR PLAN NOTESFLOOR PLAN NOTES
(1)Install 5/8" type 'x' sheetrock @ walls and ceiling under stairs and
between garage and house.
(2)Door between house and garage shall be fire rated 1 3/8" solid core
with self closer. (20 min. fire rating)
(3)Provide 22" x 30" min. underfloor and attic access as required per
code.
(4)Provide minimum 36" inch deep landing outside all exterior doors .
(5)Step downs may not exceed 7 3/4" inches for in-swinging and sliding
doors.
(6)Thresholds at doorways shall not exceed 3/4" in height for sliding
doors and max. 1/2" floor level change for out swing doors.
(7)Floor level changes @ doorways greater than 1/4" shall be beveled
with a maximum 50% slope (1rise/ 2 run).
(8)A 42" high guardrail is required @ floor level changes 30" or greater.
The guardrail must be capable of resisting 20 PLF horizontal load
perpendicular to top rail and include intermediate rails such that a 4"
DIA. sphere cannot pass through.
(9)Provide egress window @ all sleeping rooms. Minimum net opening
must be 24" height x 20" width and 5.7 square feet. The bottom of
opening must be no more than 44" above finish floor.
(10)Provide natural lighting source (window, skylight) with an area of not
less than 1/10 of the floor area.
(11)Provide natural ventilation (window, door, operable skylight) with an
area of not less than 1/20 of floor area.
(12)Safety glazing (tempered) is required for all panes within 24" of door -
18" off finish floor - 60" above a standing surface and drain inlet @
tubs and showers, and stair landings. All other exterior glazing requires
min. one pane tempered glass per WUI code requirements.
(13)Handrails are required at stairways with more than 3 risers.
(14)Handrails must have a 1-1/4 - 2 inch graspable cross section, no sharp
corners, 34- 38 inches above stair nosing, extend continuously from
top to bottom riser, and terminate at newel posts or return to walls.
(15)Specify minimum 1/4 inch per ft slope for weather-exposed balconies
uno.
(16)All new water closets to be maximum 1.6 gallons per flush.
(17)Provide seismic anchorage of all water heaters per UPC 510.5
(18)All tub and shower controls shall be provided with pressure balance
control valves..
(19)All tub and shower wall must have a smooth, hard, and nonabsorbent
surface over a moisture resistant underlayment to a height of 70"
above drain inlet.
(20)Bathroom accessories: medicine cabinets, towel bars, paper
dispensers, etc. shall be furnished by Owner and installed by
Contractor. Install backing as required.
(21)Security, audio and phone systems per the Owner's specifications.
(22)Provide hardware schedule for Owner approval prior to purchasing
(account for ordering lead times). Pay special attention to exterior lock
sets so that they meet Owner's security requirements. Include
weather-stripping, thresholds, sliding door hardware, lock sets, latch
sets, pulls, dead bolts, etc.
(23)Shower doors: to be 3/8" frameless clear tempered glass with chrome
hinges, UNO.
Kevin Hwang & Sabrina DongKevin Hwang & Sabrina Dong
15925 Quail Hill Road Los Gatos CA15925 Quail Hill Road Los Gatos CA
88
DEVELOPMENT PLANS FOR:
2.25.15
11
EAST -SIDE
WEST -SIDE FLOOR PLAN
1/4"=1'-0"
These documents are the
property of Michael
Vierhus, Architect and
shall not be used or
reproduced in anyway
without his consent.
PRELIMINARY
printed 6/8/2015
ELEVATIONS
1/4"=1'-0"
11
22
33
44
MVarchitect.com
Michael Vierhus
AARRCCHHII TTEECCTT
408.867.5808
55
66
77
88
99
11
11
22
22
33
33
77
66
77
1010
55
1010
1010
1010
1010
EXTERIOR SPECS
Siding - Stucco-smooth finish
Veneer- Thin cut adhesive stone veneer
Roofing- Asphalt Shingles
Gutters- 5" Ogee style aluminum
Exterior trim- Azek PVC trim
Exterior doors - aluminum clad
Windows - aluminum clad
Siding- board& batton
Garage door- TBD
Decorative wood corbels
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CRADESNECIL
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TEOF C A L I F O R N IATCE
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No. C-19155
11-31-
Renew date
VIERHUS
MICHAEL D. 23'TOW 489
BOW 484.0
TOW 486.0
BOW 484.0
TOW 487.0
TOW 493.0
BOW 489.0
Lightwell Patio TERRACED PLANTER
3' SITE WALL
4' SITE WALL
COVERED PORCH
5' SITE WALL
FF 494.5
RIDGE @ 513.0
RIDGE @ 510.0 DN5 1/2 : 12
5 1/2 : 126 : 126 : 126 : 126 : 126 : 12 5 1/2 : 126 : 126 : 12
6 : 12
6 : 12
6 : 12
5 1/2 : 126 : 12
6 : 12
6 : 126 : 12 6 : 126 : 126 : 12 6 : 125 1/2 : 12
6 : 12
Existing concrete block wallExisting concrete block wall
sheet
revisions A-8
date
Kevin Hwang & Sabrina DongKevin Hwang & Sabrina Dong
15925 Quail Hill Road Los Gatos CA15925 Quail Hill Road Los Gatos CA
DEVELOPMENT PLANS FOR:
2.25.15
11
22
11
NEW ROOF PLAN
1/8"=1'-0"
33
44
55
These documents are the
property of Michael
Vierhus, Architect and
shall not be used or
reproduced in anyway
without his consent.
66
77
88
PRELIMINARY
99
printed 6/8/2015
ELEVATION - SECTION NOTESELEVATION - SECTION NOTES
(1)Patio and decks shall be thoroughly flashed and counter flashed per
SMACNA specifications and details, and shall have a continuous,
lapped, torched-down bitumen waterproofing asphalt substrate for
mortar bed application.
(2)Roofing to be installed per manufacturer's specifications including
installation of all required flashing.
(3)Flash the top of exterior openings (doors, windows, etc.) with 26 ga.
sheet metal. Wrap bottom and sides with one full-length piece of
waterproof building paper and tape per manufacturer's specifications.
It is recommended that window installation be inspected and
approved by window representative to validate warranty.
(4)Flash fill roof penetrations and junctions of roofing with vertical
surfaces.
(5)All exterior surfaces exposed to elements shall have a weather-
resistant barrier to protect the interior
(6)Weather proof barrier shall be lapped no less than 2 inches at
horizontal joints and 8 inches at vertical joints.
(7)Install gutters and downspouts as shown on drawings. Consult
Architect for least visible downspout locations prior to installation.
(8)Sheet metal shall be minimum 26 gauge galvanized sheet steel and
all work shall conform to SMACNA specifications and details.
(9)Caulking, sealants and weather-stripping, as approved by the C.E.C.
to be installed to limit infiltration between conditioned and
unconditioned spaces.
(10)New windows to be low 'e' dual glazed, unless otherwise noted.refer
to Title 24 requirements.
(11)New skylights to be low 'e' dual glazed, tempered glass by Velux or
equal refer to Title 24 requirements.
(12)Safety glazing (tempered) is required within 24" of doors -18" of
finished floor or window seat - 60" above a standing surface and
drain inlet in tubs, showers and stair landings.
(13)All wood bearing on or within 6" of concrete or masonry or exposed
to wet conditions shall be pressure treated or redwood.
(14)Wood soffit decking to be 3/4" V rustic pine at all exterior soffits and
roof overhangs. Use galvanized box and finish nails at exposed
locations.
(15)Provide (2) 15# layers of building paper over sheathing at all exterior
walls. Building paper and felts shall be free from holes and tears
except those created by mechanical fasteners.
(16)Provide (1) sq.ft. vent area for every 150 sq.ft. floor area for all attic
and foundation spaces (consult Architect for location).
(17)Flat roofs are to have 1/8"/ft min. sloped for drainage and require
drains and secondary overflows with roof scuppers.
(18)Provide weep screed (drip screed) at bottom of stucco minimum 4"
above finish grade.
(19)Provide 3/16" Jute rope in mortar, instead of weep screed at stone
and brick veneer conditions. (consult Architect for detail)
(20)Specify minimum 1/8 inch per foot slope for weather-exposed
waterproof balconies and terraces.
(21)Licensed civil engineer maybe required to certify maximum hieght of
building is in compliance with the approved plans prior to roof
sheathing nailing inspections.
(22)Decorative chimney shrouds are required to have U.L. approval.
88
NN
SOUTH - FRONT
NORTH - REAR
NEW ELEVATIONS
1/4"=1'-0"
88
33
MVarchitect.com
Michael Vierhus
AARRCCHHII TTEECCTT
408.867.5808
11
11
22
33
33
55
55
4444
44
77
66
66
77
1010
1010
1010
1010
88
88
1010
1010
EXTERIOR SPECS
Siding - Stucco
Veneer- Thin cut adhesive stone veneer
Roofing- Asphalt Shingle
Gutters- 5" Ogee style aluminum
Exterior trim- Azek PVC trim
Exterior doors - aluminum clad
Windows - aluminum clad
Siding- board & batton
Garage door- TBD
Decorative wood corbels
MV
AARRCCHHIITTEECCTT
CRADESNECIL
ST
A
TEOF C A L I F O R N IATCE
TIH
No. C-19155
11-31-
Renew date
VIERHUS
MICHAEL D. 19'16'New covered porch KitchenFamilyroom
New attic
6/126/12
VAULTED CEILING
23'PROPOSED CUT
25' MAX
HEIGHT
PLANE
E X I S T I N G G R A D E
(E) 5' SITE
RETAINING WALL
TO BE REMOVED
GUEST ROOM
MASTER BATH CLOSET BEDROOM
MASTER BEDROOM
GAME ROOM
LIGHTWELL
PATIO
SEAT WALL
(E) 5' SITE
RETAINING WALL
TO BE REMOVED
25' HEIGHT PLANE 7'-5"9'BUILDING
BEYOND
PROPOSED CUT
vaulted ceiling
BUILDING
BEYOND
HALLWAY
ATTIC
ATTIC
ENTRY
EXISTING CRAWL SPACE
NEW CELLAR
2 5 ' M A X H E I G H T P L A N E
E X I S T I N G G R A D E(E) 5' SITE
RETAINING WALL
TO BE REMOVED
6/12
No portion of attic exceeds 90"
clearance from top of ceiling joists
to underside of roof sheathing.
sheet
revisions A-9
date
Kevin Hwang & Sabrina DongKevin Hwang & Sabrina Dong
15925 Quail Hill Road Los Gatos CA15925 Quail Hill Road Los Gatos CA
DEVELOPMENT PLANS FOR:
2.25.15
11
SECTION B-B
1/4"=1'-0"
These documents are the
property of Michael
Vierhus, Architect and
shall not be used or
reproduced in anyway
without his consent.
PRELIMINARY
ELEVATION - SECTION NOTESELEVATION - SECTION NOTES
(1)Patio and decks shall be thoroughly flashed and counter flashed per
SMACNA specifications and details, and shall have a continuous,
lapped, torched-down bitumen waterproofing asphalt substrate for
mortar bed application.
(2)Roofing to be installed per manufacturer's specifications including
installation of all required flashing.
(3)Flash the top of exterior openings (doors, windows, etc.) with 26 ga.
sheet metal. Wrap bottom and sides with one full-length piece of
waterproof building paper and tape per manufacturer's specifications.
It is recommended that window installation be inspected and
approved by window representative to validate warranty.
(4)Flash fill roof penetrations and junctions of roofing with vertical
surfaces.
(5)All exterior surfaces exposed to elements shall have a weather-
resistant barrier to protect the interior
(6)Weather proof barrier shall be lapped no less than 2 inches at
horizontal joints and 8 inches at vertical joints.
(7)Install gutters and downspouts as shown on drawings. Consult
Architect for least visible downspout locations prior to installation.
(8)Sheet metal shall be minimum 26 gauge galvanized sheet steel and
all work shall conform to SMACNA specifications and details.
(9)Caulking, sealants and weather-stripping, as approved by the C.E.C.
to be installed to limit infiltration between conditioned and
unconditioned spaces.
(10)New windows to be low 'e' dual glazed, unless otherwise noted.refer
to Title 24 requirements.
(11)New skylights to be low 'e' dual glazed, tempered glass by Velux or
equal refer to Title 24 requirements.
(12)Safety glazing (tempered) is required within 24" of doors -18" of
finished floor or window seat - 60" above a standing surface and
drain inlet in tubs, showers and stair landings.
(13)All wood bearing on or within 6" of concrete or masonry or exposed
to wet conditions shall be pressure treated or redwood.
(14)Wood soffit decking to be 3/4" V rustic pine at all exterior soffits and
roof overhangs. Use galvanized box and finish nails at exposed
locations.
(15)Provide (2) 15# layers of building paper over sheathing at all exterior
walls. Building paper and felts shall be free from holes and tears
except those created by mechanical fasteners.
(16)Provide (1) sq.ft. vent area for every 150 sq.ft. floor area for all attic
and foundation spaces (consult Architect for location).
(17)Flat roofs are to have 1/8"/ft min. sloped for drainage and require
drains and secondary overflows with roof scuppers.
(18)Provide weep screed (drip screed) at bottom of stucco minimum 4"
above finish grade.
(19)Provide 3/16" Jute rope in mortar, instead of weep screed at stone
and brick veneer conditions. (consult Architect for detail)
(20)Specify minimum 1/8 inch per foot slope for weather-exposed
waterproof balconies and terraces.
(21)Licensed civil engineer maybe required to certify maximum hieght of
building is in compliance with the approved plans prior to roof
sheathing nailing inspections.
(22)Decorative chimney shrouds are required to have U.L. approval.
printed 6/8/2015
SECTION A-A
1/4"=1'-0"
MVarchitect.com
Michael Vierhus
AARRCCHHII TTEECCTT
408.867.5808
SECTION C-C
1/4"=1'-0"
SECTION D-D
1/4"=1'-0"
EXTERIOR SPECS
Siding - Hardi fiber cement shingle
Veneer- Thin cut adhesive stone veneer
Roofing- 40 year asphalt composition
Gutters- 5" Ogee style aluminum
Exterior trim- Azek PVC trim
Exterior doors - Marvin aluminum clad
Windows - Integrity fiberglass
Front door-TBD
Garage door- TBD