15358 Santella Ct - Staff Report Exh.12V I S O S O R E S I D E N C E
1 5 3 5 8 S A N T E L L A C O U R T
L O S G A T O S, C A L I F O R N I A 9 5 0 3 2
11 OCTOBER 2 0 1 7
161114
11 OCTOBER 2017
B.6
EXHIBIT 12
DRAWING INDEX
1
APPLICABLE BUILDING CODES 18
2016 CALIFORNIA BUILDING CODE:PART 1 CALIFORNIA ADMINISTRATIVE CODEPART 2 CALIFORNIA BUILDING CODE, VOL. 1 & 2PART 2.5 CALIFORNIA RESIDENTIAL CODEPART 3 CALIFORNIA ELECTRICAL CODEPART 4 CALIFORNIA MECHANICAL CODEPART 5 CALIFORNIA PLUMBING CODEPART 6 CALIFORNIA ENERGY CODEPART 8 CALIFORNIA HISTORICAL BUILDING CODEPART 9 CALIFORNIA FIRE CODEPART 11 CALIFORNIA GREEN BUILDING STANDARDS CODE - CALGREEN, 1STSTATE-ADOPTED GREEN CODEPART 12 CALIFORNIA REFERENCED STANDARDS CODE
2016 CALIFORNIA RESIDENTIAL CODE:SECTION R337
CODE OF ORDINANCES 2009 LOS GATOS TOWN CODE
SPECIAL INSPECTIONS SEE APPROVED BUILDING PERMIT SPECIAL PER CBC 1701.5 AND INSPECTIONS FORM AND STRUCTURAL THE BUILDING OFFICIAL DRAWINGS FOR ADDITIONAL INFORMATION
DESIGN TEAM DIRECTORY
5
OWNER LUIS F VISOSO AND MARI CARMEN CALDERON DE VISOSO
6972 CHIALA LN.
SAN JOSE, CA 95129
T: 408.605.6798
ATTN: LUIS F VISOSO
LFVISOSOL@CISCO.COM
ARCHITECT MARK HORTON / ARCHITECTURE
135 SOUTH PARK
SAN FRANCISCO, CA 94107
T: 415.543.3347
F: 415.543.1440
ATTN: MARK HORTON
MARKHORTON@MH-A.COM
ATTN: JESSICA TANGEMAN
JTANGEMAN@MH-A.COM
DESIGN ARCHITECT DOS JAIME GUZMAN ARQUITECTOS
MEXICO CITY, MEXICO
T: 044.55.32.33.19.43
ATTN: JAIME GUZMAN
INFO@DOSJAIMEGUZMANARQ.COM
SURVEYOR HMH ENGINEERS
1570 OAKLAND ROAD
SAN JOSE, CA 95131
T: 408.487.2200
F: 408.487.2222
ATTN: DAVID WILSON
DWILSON@HMHCA.COM
GEOTECHNICAL ENGINEER ROMIG ENGINEERS, INC.
1390 EL CAMINO REAL, 2ND FLOOR
SAN CARLOS, CA 94070
T: 650.591.5224
F: 650.591.5251
ATTN: LUCAS OTTOBONI, P.E.
T: 650.591.5224 x. 30
LUCAS@ROMIGENGINEERS.COM
CIVIL ENGINEER LEA & BRAZE ENGINEERING, INC.
SAN FRANCISCO & BAY AREA REGION
2495 INDUSTRIAL PARKWAY WEST
HAYWARD, CA 94545
T: 510.887.4086
F: 510.887.3019
ATTN: TIM GOSWAMI
T: 510.887.4086 x.132
TGOSWAMI@LEABRAZE.COM
LANDSCAPE ARCHITECT KIKUCHI + KANKEL DESIGN GROUP
61 E. MAIN STREET, SUITE C
LOS GATOS, CA 95030
T: 408.356.5980
ATTN: WARREN BARNES
WBARNES@KKDESIGNGROUP.COM
STRUCTURAL ENGINEER FTF ENGINEERING, INC.
1916 MCALLISTER ST.
SAN FRANCISCO, CA 94115
T: 415.931.8460
F: 415.931.8461
ATTN: RANDY COLLINS
T: 415.931.8460 x.101
RANDY@FTFENGINEERING.COM
MECHANICAL ENGINEER MONTEREY ENERGY GROUP
26465 CARMEL RANCHO BLVD.
#8
CARMEL, CA 93923
T: 831.372.8328
F: 831.359.4173
ATTN: DAVID KNIGHT
T: 831.250.0314
DAVE@MEG4.COM
LIGHTING DESIGN REVOLVER DESIGN
3082 BUENA VISTA WAY
BERKELEY, CA 94708
T: 510.558.4080
ATTN: MICHAEL WEBB
T: 510.501.1692
MICHAEL@REVOLVERDESIGN.COM
SPECIFICATIONS ARCHITECTURAL SPECIFCATIONS SERVICES
443 GOLD MINE DRIVE
SAN FRANCISCO, CA 94131
T: 415.920.2244
ATTN: JOHN A. RAEBER
JOHNRAEBER@GMAIL.COM
HOA COMMON INTEREST MANAGEMENT SERVICES
315 DIABLO ROAD
SUITE 221
DANVILLE, CA 94526
T: 925.743.3080
ATTN: BETH RAMIREZ
T: 408.370.9902 x.318
BRAMIREZ@COMMONINTEREST.COM
VICINITY MAP
17 CONSTRUCTION TEAM DIRECTORY
9
GENERAL CONTRACTOR LENCIONI CONSTRUCTION COMPANY, INC.
420 MAPLE STREET
REDWOOD CITY, CA 94063
T: 650.216.9900
F: 650.649.1757
ATTN: CHAD LENCIONI
CHAD@LENCIONICONSTRUCTION.COM
XXXXXXXXX XXXXXXXXXX
ADDRESS
CITY, STATE ZIP
T: XXX.XXX.XXXX
F: XXX.XXX.XXXX
ATTN: NAME
EMAIL
XXXXXXXXX XXXXXXXXXX
ADDRESS
CITY, STATE ZIP
T: XXX.XXX.XXXX
F: XXX.XXX.XXXX
ATTN: NAME
EMAIL
XXXXXXXXX XXXXXXXXXX
ADDRESS
CITY, STATE ZIP
T: XXX.XXX.XXXX
F: XXX.XXX.XXXX
ATTN: NAME
EMAIL
XXXXXXXXX XXXXXXXXXX
ADDRESS
CITY, STATE ZIP
T: XXX.XXX.XXXX
F: XXX.XXX.XXXX
ATTN: NAME
EMAIL
XXXXXXXXX XXXXXXXXXX
ADDRESS
CITY, STATE ZIP
T: XXX.XXX.XXXX
F: XXX.XXX.XXXX
ATTN: NAME
EMAIL
XXXXXXXXX XXXXXXXXXX
ADDRESS
CITY, STATE ZIP
T: XXX.XXX.XXXX
F: XXX.XXX.XXXX
ATTN: NAME
EMAIL
XXXXXXXXX XXXXXXXXXX
ADDRESS
CITY, STATE ZIP
T: XXX.XXX.XXXX
F: XXX.XXX.XXXX
ATTN: NAME
EMAIL
XXXXXXXXX XXXXXXXXXX
ADDRESS
CITY, STATE ZIP
T: XXX.XXX.XXXX
F: XXX.XXX.XXXX
ATTN: NAME
EMAIL
XXXXXXXXX XXXXXXXXXX
ADDRESS
CITY, STATE ZIP
T: XXX.XXX.XXXX
F: XXX.XXX.XXXX
ATTN: NAME
EMAIL
EXISTING CONDITIONS PROPOSED PROJECT REQUIRED / PERMITTED
ZONING DISTRICT HR-2 1/2:PD SAME -
LAND USE SINGLE-FAMILY HOME SAME -
GENERAL PLAN DESIGNATION HILLSIDE RESIDENTIAL SAME -
LOT SIZE (S.F.)
GROSS LOT AREA 114,858.7 114,858.7 40,000 SF MIN.
NET LOT AREA -SAME -
ACRES 2.6 SAME .92 MIN.
EXTERIOR MATERIALS
SIDING -STUCCO, NATURAL STONE, WOOD, CONCRETE -TRIM -ANOD. ALUM., PAINTED STEEL, G.S.M.-
WINDOWS -ANOD. ALUM.-
ROOFING -MODIFIED BITUMINOUS MEMBRANE ROOF -
BUILIDNG FLOOR AREA
LOWER LEVEL -1,090.4 SF 6,000 SF MAX.MAIN LEVEL -3,310.6 SFCELLAR-694.8 SF EXEMPT
GARAGE / UTILITIES -876 SF 400 SF EXEMPTION
TOTAL (EXCLUDING CELLAR)-5,277 SF 6,400 SF MAX.
SETBACKS (FT.)
FRONT -30'-0"30 FT. MIN.
REAR -220'-11 1/2"25 FT. MIN.
SIDE SOUTH -23'-6"20 FT. MIN.
SIDE WEST -20'-7"20 FT. MIN.
AVERAGE SLOPE (%)21.7%SAME -MAX. HT. (FT.)-25'-0"25 FT. MAX.
BUILDING COVERAGE (%)-4.7%NO MAX.
IMPERVIOUS COVERAGE (%)-1.5%NO MAX.
PARKING
GARAGE -680.2 SF - 3 SPACES -
UNCOVERED SPACES -1,238.3 SF - 3 SPACES -
SEWER OR SEPTIC -SEWER -
PROJECT DATA TABLE 19
DEFERRED PERMITS 14
THE FOLLOWING PERMITS WILL BE SUBMITTED FOR APPROVAL SEPARATELY FROM THE PRIMARY BUILDING PERMIT:
FIRE SPRINKLER
PHOTOVOLTAIC SYSTEM
IRRIGATION SYSTEM
SITE RETAINING WALLS
GRADING PERMIT
EXISTING CONDITIONS PROPOSED PROJECT REQUIRED / PERMITTED
STREET ADDRESS 15358 SANTELLA COURT, LOS GATOS, CA 95032 SAME -
ASSESSOR'S PARCEL NUMBER 527 09 037 SAME -
LOT NO.LOT 10 / THE HIGHLANDS SAME -
FIRE ZONE ---
CONSTRUCTION TYPE TYPE V-NR / SPRINKLERED - V-B SAME -
OCCUPANCY TYPE R3 - SINGLE FAMILY DWELLING / TWO STORIES SAME -
PROJECT INFORMATION 20
SHEET DRAWING TITLE
ARCHITECTURAL
A0.1 COVER SHEET X X X X X X X
A0.2 TITLE SHEET X X X X X X X
A0.3 CLEAN BAY X X X
A0.4 GENERAL NOTES & FIRE DEPT.X X X X
A0.5 CAL GREEN X X X X
A0.6 CAL GREEN X X X X
A0.7 MATERIALS X X X X X X
A0.8 CONSTRUCTION MANAGEMENT PLAN X X X X
A0.9 CELLAR / BASEMENT DIAGRAM X X X X
A1.1 SITE PLAN X X X X X X X
A1.2 SITE PLAN X X X X X X X
A2.1 LOWER LEVEL X X X X X X
A2.2 MAIN LEVEL X X X X X X
A2.3 ROOF PLAN X X X X X X
A2.4 ENLARGED FLOOR PLANS X
A2.5 ENLARGED FLOOR PLANS X
A2.6 RCP X
A2.7 RCP X
A2.8 ELECTRICAL X
A2.9 ELECTRICAL X
A3.1 EXTERIOR ELEVATIONS X X X X X X
A3.2 EXTERIOR ELEVATIONS X X X X X X
A3.3 BUILDING SECTIONS X X X X X X
A3.4 BUILDING SECTIONS X X X X X X
A3.5 BUILDING SECTIONS X X X X X X X
A3.6 BUILDING SECTIONS X X X X X X
A3.7 BUILDING SECTIONS X X X X X X
A4.1 INTERIOR ELEVATIONS X
A4.2 INTERIOR ELEVATIONS X
A4.3 INTERIOR ELEVATIONS X X X X
A4.4 INTERIOR ELEVATIONS X
A4.5 INTERIOR ELEVATIONS X
A4.6 INTERIOR ELEVATIONS X
A4.7 INTERIOR ELEVATIONS X
A4.8 INTERIOR ELEVATIONS X
A4.9 INTERIOR ELEVATIONS X
A4.10 INTERIOR ELEVATIONS X
A4.11 INTERIOR ELEVATIONS X
A4.12 INTERIOR ELEVATIONS X
A4.13 INTERIOR ELEVATIONS X
A4.14 INTERIOR ELEVATIONS X
A5.1 WALL TYPES: CONCRETE X
A5.2 WALL TYPES: CONCRETE X
A5.3 WALL TYPES: INTERIOR X
A5.4 WALL TYPES: INTERIOR X
A5.5 WALL TYPES: INTERIOR X
A5.6 WALL TYPES: INTERIOR X
A5.7 WALL TYPES: INTERIOR X
A5.8 WALL TYPES: EXTERIOR X
A5.9 WALL TYPES: EXTERIOR X
A5.10 WALL TYPES: FLOOR X
A5.11 WALL TYPES: CEILING X
A5.12 RAILING TYPES
A5.13 RAILING TYPES
A5.14 DETAILS
A5.15 DETAILS
A5.16 DETAILS
A5.17 DETAILS
A5.18 DETAILS
A5.19 DETAILS
A5.20 DETAILS
A6.1 ENLARGED STAIR PLANS X
A6.2 ENLARGED PLANS X
A7.1 DOOR SCHEDULES X X X
A7.2 WINDOW SCHEDULES X X X
A7.3 INTERIOR FINISH SCHEDULES X
A7.4 EXTERIOR FINISH SCHEDULES X X X
A7.5 SCHEDULES X
A7.6 ELECTRICAL SCHEDULES
SURVEY
1 (HMH)LANDS OF VISOSO BASE X X X X
CIVIL
C-1.0 TITLE SHEET X X X X X X
C-1.1 EXTENDED SITE PLAN X X X X X X
C-1.2 OVERALL PROPERTY SITE PLAN X X X X X
C-2.0 PRELIMINARY GRADING & DRAINAGE PLAN X X X X X X X
C-3.0 PRELIMINARY UTILITY PLAN X X X X X X X
C-3.1 PRELIMINARY UTILITY PLAN X X X X
C-4.0 GRADING SPECIFICATIONS X X X X X X
C-5.0 DETAILS X X X X X X
C-5.1 DETAILS X X X X X X
ER-1 PRELIMINARY EROSION CONTROL PLAN X X X X X X
ER-2 EROSION CONTROL DETAILS X X X X X X
SW-1 STORM WATER POLLUTION PREVENTION PLAN X X X X X X
LANDSCAPE
L1.0 PLANTING PLAN X X X
STRUCTURAL
S-2.0 LOWER LEVEL FOUNDATION PLAN X X X
S-2.1 MAIN LEVEL FOUNDTATION PLAN & FRAMING PLAN X X X
S-2.2 ROOF FRAMING PLAN X X X
MECHANICAL
M0.1 NOTES X X X
M0.2 NOTES X X X
M2.1 MAIN LEVEL RADIANT HEATING PLAN X X X
M2.2 LOWER LEVEL RADIANT HEATING PLAN X X X
M2.3 LOWER LEVEL VENTILATION PLAN X X X
M2.4 MAIN FLOOR VENTILATION PLAN X X X
M6.1 PIPING SCHEMATIC X X X
M6.2 CONTROLS SCHEMATIC X X X
M6.3 PIPING SCHEMATIC X X X
M6.4 DETAILS X X X
M6.5 HEATING SOURCE VENTING X X X
SOLAR
PV2.1 SOLAR PHOTOVOLTAIC ROOF LAYOUT & NOTES X X X
DATEDATE28 FEB 1715 MAR 1724 MAY 1707 JUL 1703 AUG 1714 SEP 1711 OCT 17TITLETITLEA : DD PRICING SETB : PLANNING DEV. APP.B.2 : PLANNING DEV. APP.B.3 : PLANNING DEV. APP.B.4 : PLANNING DEV. APP.B.5 : PLANNING DEV. APP.B.6 : PLANNING DEV. APP.FIRE SAFETY DURING CONSTRUCTION 15
THE CONSTRUCTION SITE MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33, AND THE SANTA CLARA COUNTY FIRE DEPARTMENT STANDARD DETAIL AND SPECIFICATION SI-7.
16114
A0.2
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
TITLE SHEET
Materials storage & spill cleanup
Non-hazardous materials management
4 Sand, dirt, and similar materials must be stored at least 10 feet from catch
basins, and covered with a tarp during wet weather or when rain is forecast.
4 Use (but don’t overuse) reclaimed water for dust control as needed.
4 Sweep streets and other paved areas daily. Do not wash down streets or work
areas with water!
4 Recycle all asphalt, concrete, and aggregate base material from demolition
activities.
4 Check dumpsters regularly for leaks and to make sure they don’t overflow.
Repair or replace leaking dumpsters promptly.
Hazardous materials management
4 Label all hazardous materials and hazardous wastes (such as pesticides, paints,
thinners, solvents, fuel, oil, and antifreeze) in accordance with city, state, and
federal regulations.
4 Store hazardous materials and wastes in secondary containment and cover
them during wet weather.
4 Follow manufacturer’s application instructions for hazardous materials and be
careful not to use more than necessary. Do not apply chemicals outdoors when
rain is forecast within 24 hours.
4 Be sure to arrange for appropriate disposal of all hazardous wastes.
Spill prevention and control
4 Keep a stockpile of spill cleanup materials (rags, absorbents, etc. ) available at
the construction site at all times.
4 When spills or leaks occur, contain them immediately and be particularly care-
ful to prevent leaks and spills from reaching the gutter, street, or storm drain.
Never wash spilled material into a gutter, street, storm drain, or creek!
4 Report any hazardous materials spills immediately! Dial 911 or your local emer-
gency response number.
Vehicle and equipment
maintenance & cleaning
4 Inspect vehicles and equipment for leaks
frequently. Use drip pans to catch leaks
until repairs are made; repair leaks
promptly.
4 Fuel and maintain vehicles on site only
in a bermed area or over a drip pan that
is big enough to prevent runoff.
4 If you must clean vehicles or equipment
on site, clean with water only in a
bermed area that will not allow
rinsewater to run into gutters, streets,
storm drains, or creeks.
4 Do not clean vehicles or equipment
on-site using soaps, solvents, degreasers,
steam cleaning equipment, etc.
Dewatering
operations
4 Reuse water for dust control, irrigation,
or another on-site purpose to the greatest
extent possible.
4 Be sure to call your city’s storm drain
inspector before discharging water to a
street, gutter, or storm drain. Filtration or diversion through a basin, tank, or
sediment trap may be required.
4 In areas of known contamination, testing is required prior to reuse or discharge
of groundwater. Consult with the city inspector to determine what testing to do
and to interpret results. Contaminated groundwater must be treated or hauled
off-site for proper disposal.
Concrete, grout, and mortar
storage & waste disposal
4 Be sure to store concrete, grout, and mortar under cover and
away from drainage areas. These materials must never reach a
storm drain.
4 Wash out concrete equipment/trucks off-site or designate an on-site
area for washing where water will flow onto dirt or into a temporary
pit in a dirt area. Let the water seep into the soil and dispose of
hardened concrete with trash.
Make sure your crews and subs do the job right!
Storm drain polluters may be liable for fines of up to $10,000 per day!
Runoff from streets and other paved areas is a major source of pollution in San Francisco Bay. Construction
activities can directly affect the health of the Bay unless contractors and crews plan ahead to keep dirt, debris, and
other construction waste away from storm drains and local creeks. Following these guidelines will ensure your
compliance with local ordinance requirements.
4 Divert water from washing
exposed aggregate concrete
to a dirt area where it will
not run into a gutter, street,
or storm drain.
4 If a suitable dirt area is not
available, collect the wash
water and remove it for
appropriate disposal off site.
Earthwork & contaminated soils
4 Keep excavated soil on the site where it is least likely to collect in the street.
Transfer to dump trucks should take place on the site, not in the street.
4 Use hay bales, silt fences, or other control measures to minimize the flow of silt
off the site.
Paving/asphalt work
Saw cutting
4 Always completely cover or barricade storm drain inlets when saw cutting. Use
filter fabric, hay bales, sand bags, or fine gravel dams to keep slurry out of the
storm drain system.
4 Shovel, absorb, or vacuum saw-cut slurry and pick up all waste as soon as you
are finished in one location or at the end of each work day (whichever is
sooner!).
4 If saw cut slurry enters a catch basin, clean it up immediately.
4 Do not pave during wet weather or when
rain is forecast.
4 Always cover storm drain inlets and man-
holes when paving or applying seal coat,
tack coat, slurry seal, or fog seal.
4 Place drip pans or absorbent material un-
der paving equipment when not in use.
4 Protect gutters, ditches, and drainage
courses with hay bales, sand bags, or
earthen berms.
4 Do not sweep or wash down excess sand
from sand sealing into gutters, storm drains, or creeks. Collect sand and return
it to the stockpile, or dispose of it as trash.
4 Do not use water to wash down fresh asphalt concrete pavement.
Painting
4 Never rinse paint brushes or
materials in a gutter or street!
4 Paint out excess water-based
paint before rinsing brushes,
rollers, or containers in a sink.
If you can’t use a sink, direct
wash water to a dirt area and
spade it in.
4 Paint out excess oil-based paint before cleaning brushes in thinner.
4 Filter paint thinners and solvents for reuse whenever possible.
Dispose of oil-based paint sludge and unusable thinner as
hazardous waste.
4 Avoid scheduling earth moving activities
during the rainy season if possible. If
grading activities during wet weather
are allowed in your permit, be sure to
implement all control measures necessary
to prevent erosion.
4 Mature vegetation is the best form of
erosion control. Minimize disturbance to
existing vegetation whenever possible.
4 If you disturb a slope during construction,
prevent erosion by securing the soil with
erosion control fabric, or seed with fast-
growing grasses as soon as possible. Place
hay bales down-slope until soil is secure.
4 If you suspect contamination (from site history, discoloration, odor, texture,
abandoned underground tanks or pipes, or buried debris), call your local fire
department for help in determining what testing should be done.
4 Manage disposal of contaminated soil according to Fire Department instructions.
Bay Area Stormwater Management
Agencies Association (BASMAA)
1-888-BAYWISE
Pollution Prevention —It’s Part of the Plan
16114
A0.3
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
CLEAN BAY
GENERAL NOTES
5
GENERAL NOTES & CONDITIONS
C O N T R A C T
GENERAL CONDITIONS: AIA Document A201, General Conditions for the Performance of the
Contract, is hereby incorporated into these drawings and shall be considered as part of the
requirements for the work.
EXISTING CONDITIONS: Conditions shown on the drawings are as shown on the original drawings
or as observed on the site, but their accuracy is not guaranteed. Contractor shall verify all dimensions
and conditions at the site. All discrepancies shall be reported to architect prior to proceeding with the
work.
THE CONSTRUCTION DOCUMENTS: are provided to illustrate the design and general type of
construction desired and imply the finest quality of construction, material and workmanship
throughout.
PERMITS: The contractor shall obtain and pay for all fees and permits relating to the project except
for the General building Permit Plan Check Fee, which is the responsibility of the Owner.
EXAMINATION OF THE SITE and portions thereof which will affect this work shall be made
immediately by the Contractor, who shall compare it with the drawings and satisfy himself to
conditions under which work is to be performed. He shall at such time ascertain and check locations
of the existing structures and equipment which may affect his work. No allowance shall be made for
any extra expense to which he may be due because of failure or neglect on his part to make such
examinations. Any conflicts or omissions, etc., shall be reported to the Architect before proceeding
with any work.
WORK PERFORMED: All work listed, shown or implied on any construction document shall be
supplied and installed by the Contractor except where noted. The Contractor shall closely
coordinate his work with that of other contractors or vendors to assure that all schedules are met and
that all work is done in conformance to manufacturers requirements. Work required under this
Contract shall include all labor, materials, equipment, etc., necessary to complete this project. All
materials shall be new and unused, unless specifically noted, and be of a quality acceptable by
industry standards.
ANY ERRORS, OMISSIONS, OR CONFLICTS found in the various parts of the construction
documents shall be brought to the attention of the Architect and the Owner before proceeding with the
work.
ARCHITECT: Where referenced in notes, Architect shall be Mark Horton / Architecture. Client shall
be referred to as "Owner."
QUESTIONS: All questions regarding project either during bidding phase or during construction shall
be directed to the Architect, Mark Horton / Architecture, at (415) 543-3347.
C O N S T R U C T I O N
SCHEDULE OF CONSTRUCTION: Contractor shall provide Architect and Owner with a complete
cost breakdown and schedule of construction for this project prior to commencement of work.
work.
BUILDING CODES: All construction work, architectural, mechanical, plumbing. electrical, etc., shall
conform to the 2013 Edition of the California Building Code and the latest edition of all governing
codes and regulations as adopted by the local agencies. All work shall be done in a thorough,
workmanlike manner and equal to the best standards of the practice.
CONSTRUCTION DOCUMENTS: The Contractor shall maintain a current and complete Set of
construction documents on the job site during all phases of construction for use of all trades and
shall provide all subcontractors with current construction documents as required. The Contractor, in
assuming responsibility for the work indicated, shall comply with the spirit as well as with the letter in
which they were drawn.
DETAILS: Details shown are typical. Similar details apply in similar conditions.
DIMENSIONS: All dimensions on construction drawings are to face of structure, e.g., face of
stud (F.O.S.), or face of concrete (F.O.C.), unless otherwise noted to be the Center Line of a mullion,
a partition, or a column line, etc., or to Face of Finish for clear dimensions. Vertical dimensions are to
top of plate or top of subfloor in section or elevation unless otherwise noted.
All dimensions take precedence over scale. Any discrepancies shall be brought immediately to the
attention of the Architect. Contractor shall not scale drawings. Questions regarding dimensions shall
be brought to the attention of the Architect or Owner prior to any start of work.
Where locations of windows and doors are not dimensioned they shall be centered on the wall or
placed two stud widths from adjacent wall as indicated on the drawings.
Window sizes and door head heights are nominal dimensions. Refer to manufacturer for actual
rough opening sizes.
4'-6"
FACE OF STRUCTURE
COL.
LCLC
1 2
CLR. DIM.
PROVIDED: The use of the word 'provided' in connection with any item specified is
intended to mean that such item shall be furnished, installed, and connected where so
required, except as noted.
MATERIALS: All materials for use on a project shall be stored within the project site.
PROTECTION OF NEW MATERIALS: Contractor shall protect new materials and finishes
from damage which may occur from construction, demolition, dust, water. etc., and shall
provide and maintain temporary barricades, closure walls. etc., as required to protect the
public as required during the period of construction. Damage to new materials, finishes,
structures, and equipment shall be repaired or replaced. Contractor shall coordinate
temporary barricades with Architect and / or Owner prior to commencement of
SUBSTITUTIONS: Substitutions, revisions or changes must have approval by the architect
prior to proceeding with the work.
MATERIAL TRANSITIONS: All changes in floor materials occur at centerline of door or
framed opening unless otherwise indicated on the drawings.
DAMAGE: The Contractor shall repair or replace any surface or items damaged by
construction to the satisfaction of the Architect and Owner.
PATCHING: Properly prepare all surfaces for receiving the specified finishes including
patching of surfaces altered by construction. On patched areas or areas where a finish is not
specified, the finish shall match adjacent material in construction, color, and texture.
WATERPROOFING: Sealant, caulking, and flashing, etc., locations shown on drawings
are not intended to be inclusive. Follow manufacturer’s installation recommendations and
standard industry and building practices.
VENTILATION: All attics, rafter spaces, soffits, crawl spaces, etc., shall be fully ventilated.
WOOD BACKING: Provide wood backing for all towel bars, etc.
INSULATION: Install batt insulation between studs and joists at all exterior walls, ceilings,
and floors where exposed, except where shown on the drawings. Verify with Title 24 Report
for compliance when appropriate.
ELECTRICAL, MECHANICAL, AND PLUMBING: All electrical, mechanical, and
plumbing work and materials shall be in full accordance with the latest rules and regulations
of the National Board of Fire Underwriters, The Safety Orders of the Division of Industrial
Safety, and any applicable state or local laws and ordinance. Nothing on these drawings is
to be construed to permit work not conforming to these codes. Any questions regarding
installations shall be brought to the Architect for clarification.
CONSTRUCTION DEBRIS: The Contractor shall remove all rubbish and waste materials of
all subcontractors and trades on a regular basis, and shall exercise strict control over job
cleaning to prevent any dirt, debris or dust from affecting in any way, finished areas in or
outside the job site.
CONTRACTOR'S PRESENCE: Contractor shall personally supervise and direct the work
or shall keep a competent employee, authorized to receive instructions and act on the
Contractor’s behalf, continuously on site during working hours.
C L O S E O U T
REVIEW PROJECT: Contractor shall review project with Architect and/or Owner to ensure
that all requirements of the contract documents have been followed.
CERTIFICATES AND NOTICES: Contractor shall obtain all required certificates and
notices.
CLEAN AND READY FOR USE: All work performed shall be clean and ready for use.
PUNCH LIST: Upon SUBSTANTIAL COMPLETION, the CONTRACTOR shall compile a
project punch list noting any corrections or omissions for review by the architect and
Owner or Owner's representative. Architect’s acceptance will be cause for final payment,
unless specifically determined otherwise by Owner.
GUARANTEES: The Contractor shall guarantee that the project will be free of defects of
workmanship and materials for a period of one year from the date of acceptance from the
owner. No work defective in construction or quantity or deficient in any requirement of the
drawings or notes will be acceptable in consequence of the Owner's or Architect's failure to
discover or point out defects or deficiencies during construction. Defect of workmanship or
materials revealed within a period of one year from the date of acceptance shall be replaced
by work conforming with the intent of the contract at no cost to the Owner. No payment,
partial or final, shall be construed as acceptance of defective work or improper materials.
ABBREVIATIONS
A.S.F.ABOVE SUB FLOOR
ADJ.ADJUSTABLE
A.F.F.ABOVE FINISH FLOOR
ALUM.ALUMINUM
ATTN.ATTENTION
BATHRM.BATHROOM
BLDG.BUILDING
BLKG.BLOCKING
BD.BOARD
CAB.CABINETRY
CL CENTER LINE
CLG.CEILING
CMU CONCRETE MASONRY UNIT
COL.COLUMN
CONC.CONCRETE
CONT.CONTINUOUS
CP CENTER POINT
C.T.CERAMIC TILE
DIA.DIAMETER
DBL.DOUBLE
DN DOWN
DWGS.DRAWINGS
EA.EACH
E.J.EXPANSION JOINT
ELEV.ELEVATION
EQ.EQUAL
EXIST'G EXISTING
EXT.EXTERIOR
F.B.O.FURNISHED BY OWNER
F.O.F.FACE OF FINISH
F.O.S.FACE OF STRUCTURE
FIN.FINISH
FLR.FLOOR
GA.GAUGE
GALV.GALVANIZED
GL.GLASS
GLU-LAM.GLUE LAMINATED
GWB GYPSUM WALL BOARD
HDWR HARDWARE
H.M.HOLLOW METAL
H.P.HIGH POINT
HORIZ.HORIZONTAL
HT.HEIGHT
I.D.INSIDE DIMENSION
J.B.JUNCTION BOX
JT.JOINT
LAM.LAMINATED
LAV.LAVATORY
L.P.LOW POINT
MECH.MECHANICAL
MIN.MINIMUM
MR MOISTURE RESISTANT
MT'L METAL
N.I.C.NOT IN CONTRACT
NOM.NOMINAL
NTS NOT TO SCALE
O.C.ON CENTER
O.D.OUTSIDE DIMENSION
O.H.OVERHEAD
OPN'G OPENING
OPP.OPPOSITE
P.L.PROPERTY LINE
P.LAM PLASTIC LAMINATE
PLAS.PLASTER
PLYWD.PLYWOOD
PREFAB PREFABRICATED
PT.POINT
PTD.PAINTED
QTY.QUANTITY
R RISER
RAD.RADIUS
R.D.ROOF DRAIN
REF.REFERENCE
REG.REGISTER
REINF.REINFORCING
REQ'D REQUIRED
RET.RETURN
RM ROOM
R.O.W.RIGHT OF WAY
R.W.L.RAIN WATER LEADER
SCHED.SCHEDULE
SIM.SIMILAR
SQ.SQUARE
S.M.D.SEE MECHANICAL DRAWINGS
S.S.D.SEE STRUCTURAL DRAWINGS
S-ST'L.STAINLESS STEEL
STD.STANDARD
ST'L STEEL
SUSP.SUSPENDED
T TREAD
T.B.D.TO BE DETERMINED
T.O.TOP OF
T.O.P.TOP OF PARAPET
T.O.C.TOP OF CONCRETE
T.O.W.TOP OF WALL
THK.THICK
VAR.VARIES
VCT VINYL COMPOSITE TILE
V.I.F.VERIFY IN FIELD
W.C.WATER CLOSET
WD WOOD
VERBAL ABBREVIATIONS
9SANTA CLARA FIRE DEPARTMENT DEVELOPMENTAL REVIEW COMMENTS
17
COLUMN - GRID NUMBER
DETAIL NUMBER / SHEET NUMBER
DOOR NUMBER / TYPE
DRAWING TITLE
EQUIPMENT DESIGNATION NUMBER
WINDOW TYPE NUMBER
+8'-0"+8'-0"
ELEVATION / REFERENCE TICK
ROOM NAME AND NUMBER
EXIT / EGRESS
CENTER LINE
INTERIOR ELEVATION
REVISION CLOUD
REVISION DELTA
PROJECT NORTH
AREA DRAIN
SECTION / ELEVATION
CL
ALIGN
OUTLET
ELECTRICAL SWITCH
TELEPHONE HOOKUP
THERMOSTAT
ALIGN OBJECTS
TELEVISION CABLE HOOKUP
INSULATION
1
1
A2.1
1
A2.1
DRAWING
1
1
A1.1
-
A
C
D B
AD
PARTITION TYPE
SCALE
C
D B
A
A3.4
2
ROOM
101
D-115
1
B1
COMMENT #1
REVIEW OF THIS DEVELOPMENTAL PROPOSAL IS LIMITED TO ACCEPTABILITY OF SITE ACCESS AND WATER SUPPLY AS THEY PERTAIN TO FIRE DEPARTMENT OPERATIONS, AND SHALL NOT BE CONSTRUED AS A SUBSTITUTE FOR FORMAL PLAN REVIEW TO DETERMINE COMPLIANCE WITH ADOPTED MODEL CODES. PRIOR TO PERFORMING ANY WORK THE APPLICANT SHALL MAKE APPLICATION TO, AND RECEIVE FROM, THE BUILDING DEPARTMENT ALL APPLICABLE CONSTRUCTION PERMITS.
COMMENT #2
WILDLAND-URBAN INTERFACE: THIS PROJECT IS LOCATED WITHIN THE DESIGNATED WILDLAND-URBAN INTERFACE FIRE AREA. THE BUILDING CONSTRUCTION SHALL COMPLY WITH THE PROVISIONS OF CALIFORNIA BUILDING CODE (CBC) CHAPTER 7A. NOTE THAT VEGETATION CLEARANCE SHALL BE IN COMPLIANCE WITH CBC SECTION 701A.3.2.4 PRIOR TO PROJECT FINAL APPROVAL. CHECK WITH THE PLANNING DEPARTMENT FOR RELATED LANDSCAPE PLAN REQUIREMENTS.
COMMENT #3
FIRE SPRINKLERS REQUIRED: AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ONE- AND TWO-FAMILY DWELLINGS AS FOLLOWS: IN ALL NEW ONE- AND TWO-FAMILY DWELLINGS AND IN EXISTING ONE- AND TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE THAT INCREASE THE BUILDING AREA TO MORE THAN 3,600 SQUARE FEET. EXCEPTION: A ONE-TIME ADDITION TO AN EXISTING BUILDINGTHAT DOES NOT TOTAL MORE THAN 1,000 SQUARE FEET OF BUILDING AREA. NOTE: THE OWNER(S), OCCUPANT(S), AND ANY CONTRACTOR(S) OR SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING WITH THE WATER PURVEYOR OF RECORD IN ORDER TO DETERMINE IF ANY MODIFICATION OR UPGRADE OF THE EXISTING WATER SERVICE IS REQUIRED. NOTE: COVERED PORCHES, PATIOS, BALCONIES, AND ATTIC SPACES MAY REQUIRE FIRE SPRINKLER COVERAGE. FOR BUILDINGS IN EXCESS OF 6,200 SQUARE FEET, THE (4) FOUR MOST HYDRAULICALLY DEMANDING HEADS IN A ROOM OR COMPARTMENT SHALL BE CALCULATED FIRE DEPARTMENT CONNECTION. FOR BUILDINGS IN EXCESS OF 6,200 SQUARE FEET, A FIRE DEPARTMENT CONNECTION (FDC) SHALL BE PROVIDED. THE FDC SHALL CONSIST OF AT LEAST ONE 2.5" HOSE CONNECTION THAT IS CONNECTED TO THE SPRINKLER RISER WITH A PIPE NOT LESS THAN THE DIAMETER OF THE SPRINKLER RISER. A STATE OF CALIFORNIA LICENSED (C-16) FIRE PROTECTION CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A COMPLETED PERMIT APPLICATION AND APPROPRIATE FEES TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. CRC SEC. 313.2 AS ADOPTED AND AMENDED BY LGTC.
COMMENT #4
WATER SUPPLY REQUIREMENTS: POTABLE WATER SUPPLIES SHALL BE PROTECTED FROM CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR SUPPLYING THE SITE OF SUCH PROJECT, AND TO COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. SUCH REQUIREMENTS SHALL BE INCORPORATED INTO THE DESIGN OF ANY WATER-BASED FIRE PROTECTION SYSTEMS, AND / OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE PHYSICALLY CONNECTED IN ANY MANNER TO AN APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF THE POTABLE WATER SUPPLY OF THE PURVEYOR OF RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE WATER PURVEYOR OF RECORD ARE DOCUMENTED BY THAT PURVEYOR AS HAVING BEEN MET BY THE APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH AND SAFETY CODE 13114.7.
COMMENT #5
CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF THE CFC CHAPTER 33 AND OUR STANDARD DETAIL AND SPECIFICATION SI-7. PROVIDE APPROPRIATE NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS APPROPRIATE TO THE PROJECT. CFC CHP. 33.
COMMENT #6
ADDRESS IDENTIFICATION: NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES (101.6 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH (12.7 MM). WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUIDLING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. CFC SEC. 505.1.
GRAPHIC SYMBOLS 18
16114
A0.4
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
GENERAL NOTES &FIRE DEPT.
GENERAL NOTES &FIRE DEPT.
16114
A0.5
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
CAL GREEN
16114
A0.6
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
CAL GREEN
⌀㤀 䜀爀愀礀MODIFIED BITUMEN ROOFTYPE: PARADIENE 30 FR TGCOLOR: BONE WHITESRI: 3-YEAR 28SOURCE: SIPLAST
STUCCO TYPE: 20/30 FLOATCOLOR: SILVERADOLRV: 48SOURCE: LA HABRA
WEST ELEVATION
SCALE: 1/8" = 1'-0"10
NORTH ELEVATIONSCALE: 1/8" = 1'-0"11
EAST ELEVATIONSCALE: 1/8" = 1'-0"12
MATERIALS
SCALE: N.T.S.18
C
A
F B
E
G
GLASSTYPE: LOW E-3COLOR: CLEARLRV: 7SOURCE: SKYFRAME
ALUMINUMTYPE: ANODIZED ALUMINUMCOLOR: BLACKLRV: 14SOURCE: SKY FRAME
CONCRETETYPE: BOARD FORMED CONCRETECOLOR: TRAILS - FOSSILLRV: 11SOURCE: CONCRETE COLLABORATIVE
WOODTYPE: WESTERN RED CEDARCOLOR: N/ALRV: 43SOURCE: POLYFLOR
COMPOSITE WOODTYPE: N/ACOLOR: MOLESKINLRV: N/ASOURCE: GEOLAM
WEST ELEVATION SF OF MATERIALS
1
NORTH ELEVATION SF OF MATERIALS
2
EAST ELEVATION SF OF MATERIALS 3
SOUTH ELEVATION SF OF MATERIALS 4
BUILDING LRV 5
A
B
E BD
E E
EE F
F
F
B
B
E E
E
EE
G
A
A
AA
B
BBCC
E
E
E
D
A
AB
E
EE
EB
F
A B B B
E
B
E
C
A
E
E
E E E
A
B
B
E
A A A C
C
A A A
B A B
C B
B
E C
E E
E
A
A
E
G
EF
A
C
B
EE
E CC E
B B
B
A A
B
B
E E
B
A
B
A
A
B
BC
B
F
F
E
E
E
E
E
E
E
C
E A CE
E
E
C
AA
E
C E
C
B B
B B
E
STONETYPE: ASHLAR FOND DU LAC RUSTICCOLOR: LIGHT GRAY, WHITE, BROWN,BUFF, TAN & GOLDSR: 35.2SOURCE: PBMDH
SOUTH ELEVATIONSCALE: 1/8" = 1'-0"13
16114
A0.7
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
MATERIALS
A. GLASS 103.4B. ALUMINUM 102.4C. CONCRETE N/AD. STONE 6.9E. STUCCO 923.9F. WOOD 431.2G. COMPOSITE WOOD 29.7
TOTAL SF 1,597.5
A. GLASS 157.2B. ALUMINUM 60.1C. CONCRETE 757.6D. STONE 74.2E. STUCCO 401.5F. WOOD 200.2G. COMPOSITE WOOD N/A
TOTAL SF 1,650.8
A. GLASS 999.6B. ALUMINUM 273.4C. CONCRETE 580.4D. STONE N/A E. STUCCO 818.3F. WOOD N/AG. COMPOSITE WOOD 29.1
TOTAL SF 2,700.8
A. GLASS 91.6B. ALUMINUM 105.9C. CONCRETE 445.8D. STONE N/AE. STUCCO 1,087.9F. WOOD 88.3G. COMPOSITE WOOD N/A
TOTAL SF 1,819.5
% OF TOTAL SF
17.4723141.69.30.7
100
MATERIAL
A. GLASSB. ALUMINUMC. CONCRETED. STONEE. STUCCOF. WOODG. COMPOSITE WOOD
CUMULATIVE BUILDING LRV
SF% x LRV
121.898253-1,996.8399.9-
2,869.5
29
TOTAL SFOF MATERIAL
1,351.8541.81,783.881.13,231.6719.758.8
7,768.6
LRV
71411-4843-
EARTH
MOVEMENT
STOCKPILE
250 CY
TRAILER
WASH OUT
PORTA
POTTY
DUMPSTER
PARKING
PARKINGPROJECT SCHEDULE
Mobilization 04/16/18, 1 day
Tree Protection 04/16/18, 1 day
Tree Removal 04/17/18, 3 days
Erosion Control 04/17/18, 1 week
Grading/Drainage, 04/17/18, 2 months
Construction Parking/Storage 04/30/18, 1.5 weeks
Landscape 02/11/19, 6 months
Completion 8/19/19
CONSTRUCTION MANAGEMENT PLAN
Shoring at dripline of tree 688
and Type 1 tree protection.
KEY NOTES
PLAN NORTH
EARTH
MOVEMENT
STOCKPILE
250 CY
TRAILER
WASH OUT
PORTA
POTTY
DUMPSTER
PARKING
PARKINGPROJECT SCHEDULE
Mobilization 04/16/18, 1 day
Tree Protection 04/16/18, 1 day
Tree Removal 04/17/18, 3 days
Erosion Control 04/17/18, 1 week
Grading/Drainage, 04/17/18, 2 months
Construction Parking/Storage 04/30/18, 1.5 weeks
Landscape 02/11/19, 6 months
Completion 8/19/19
CONSTRUCTION MANAGEMENT PLAN
Shoring at dripline of tree 688
and Type 1 tree protection.
16114
A0.8
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
CONSTRUCTIONMANAGEMENT PLAN
CONSTRUCTIONMANAGEMENT PLAN
CONSTRUCTION MANAGEMENT PLAN
SCALE: 1" = 10'-0"17
718'-0"
718'-0"
717'-6"
LOWER LEVELSCALE: 3/16" = 1'-0"17
WEST ELEVATION / SECTIONSCALE: 3/16" = 1'-0"10
SOUTH SECTIONSCALE: 3/16" = 1'-0"9
NORTH ELEVATIONSCALE: 3/16" = 1'-0"12
EXTENT OF CELLAR (A-B)
9
12
10
A
1
AREA OF CELLAR
694.8 SF
AREA OF BASEMENT
1,090.4 SF
710'
708'
712'
716'718'720'
(E) CONTOURS (N) SPOT
ELEVATIONS
714'
B
2
EXTENT OF GREATER THAN 8'-0" CUT (1-2)UPEXTENT OF CELLARA
EXTENT OF CELLARB
EXTENT OF GREATER THAN 8'-0" CUT1
EXTENT OF GREATER THAN 8'-0" CUT2
KEY NOTES
8'-0"T.O. FLOOR
LOWER LEVEL 8'-0"4'-0"CELLAR DIMENSIONMAX. CUT DIMENSION(E) GRADE
UNDERSIDE
OF
CEILING @
LOWER
LEVEL
A 1
1
B2
PLAN NORTH
711'-0"
713'-6"
707'-6"
LOWER LEVEL
712'-3"
710'-3"
709'-6"
709'-6"
714'-9"714'-6"
718'-0"
716'-9"
16114
A0.9
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
CELLAR / BASEMENTDIAGRAM
CELLAR /BASEMENT DIAGRAM
1.10'-0" PRIVATE SANITARY SEWER EASEMENT FOR LOT 9 SANITARY SEWER SERVICE.
2.EXISTING 5'-0" PUBLIC UTILITY EASEMENT (PUE)
3.LOCATION OF PUBLIC STORM DRAIN HAS NOT BEEN CONFIRMED. THE STORM DRAIN PIPE IS MOST LIKELY NOT WITHIN THE 10'-0" EASEMENT.
SITE PLAN
SCALE: 1" = 20'-0"17
PLAN NORTHUP57'-1 1/2"30'-8 7/8"
xx
20'-0"xx
410707404 411
705
697
399
698
699
701
702
700
703
704
689
708
709
712
710
711
714
713
688
687
686
720
718
717 716
267
715
268
269
690
719
706
695
400
PRIVATE DRAINAGE EASEMENT
S05°59'26"E
299.76'25'REARSETBACKS05°3
0
'
1
9
"
W
197.11'
PRIVATE SCENIC EASEMENTHEAVY BRUSHDENSE TREESDENSE TREESDENSE TREESHEAVY BRUSH6
3
0
64
0659.2620
630
640
650
660
670
680
690
700
DENSE TREESDENSE TREESDENSE TREES692.9HEAVY BRUSHSANTELLACOURT401.04
'N48°14
'51
"E
PROPERTY LINE (TYP)
10'
PUBLIC STORM DRAINEASEMENT (SEE NOTE 3)
LOT 9
UNBUILT PARCEL FUTURE PRIVATE SINGLE FAMILY RESIDENCE
20'
SIDE
SETBA
C
K
LEAST RESTRICTIVEDEVELOPMENT AREA (LRDA)20'SIDESETBACKS03°42'12"
E
153.10'
SEE NOTE 1
22"
LOT 11
(E) PRIVATE SINGLEFAMILY RESIDENCE18",19"
13"
20"
24"
15"
18"
15"
12"
14"
13"
16"19"
13"
24"
27"
8"
12"
19"16"
8"
14"
12",10"
15"
19"
8",12",13"
12",13",14"
22"
24"30'FRONTSETBACKR=42.00'
18"S87°40'08"E318.03'PROPERTY LINE (TYP)
27"32"
18",10"
26"
32"
28"
14"
15"
21"
41"
6",4"24",24"
25"
13"
13"
8"
11"
12"15"
15"
24"
26"19"
SEE NOTE 2
20'
SIDESETBA
C
K
L=
6
1
.77
'
∆=
8
4
°
1
5
'
5
4
"
16114
A1.1
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
SITE PLAN
KEY NOTES
TREES 697, 705, 707, 399, 404, 410 ARE LABELED BY THE ARBORISTAND ARE SHOWN COVERING THE HOUSE
TREES SHOWN IN VISIBILITY STUDY
CUT AND FILL / BUILDING HEIGHT TABLE
LOCATION(E) GRADE(N) GRADECUTFILLT.O. STRUCTUREHEIGHT ABOVE (E) GRADEHEIGHT ABOVE (N) GRADE1 718'-9"714'-9"4'-0"-732'-0"13'-3"17'-3"
2 718'-6"714'-6"4'-0"-732'-0"13'-6"17'-6"
3 714'-9"714'-9"--732'-0"17'-3"17'-3"
4 714'-9"712'-3"2'-6"-732'-0"17'-3"19'-9"
5 714'-3"710'-3"4'-0"-732'-0"17'-9"21'-9"
6 715'-0"711'-0"4'-0"-732'-0"17'-0"21'-0"
7 712'-3"709'-6"2'-9"-732'-0"19'-9"22'-6"
8 712'-6"709'-6"3'-0"-732'-0"19'-6"22'-6"
9 713'-3"709'-6"3'-9"-732'-0"18'-9"22'-6"
10 710'-6"707'-0"3'-6"-732'-0"21'-6"25'-0"
11 710'-0"707'-0"3'-0"-711'-6"1'-6"4'-6"
12 708'-3"707'-0"1'-3"-711'-6"3'-3"4'-6"
13 705'-6"705'-6"--709'-6"4'-0"4'-0"
14 706'-0"706'-0"--710'-6"4'-6"4'-6"
15 704'-6"704'-6"--710'-6"6'-0"6'-0"
16 706'-6"706'-6"--711'-6"5'-0"5'-0"
17 705'-6"705'-6"--711'-6"6'-0"6'-0"
18 707'-0"707'-0"--711'-6"4'-6"4'-6"
19 704'-0"704'-0"--704'-6"0'-6"0'-6"
20 706'-0"706'-0"--713'-6"7'-6"7'-6"
21 707'-6"707'-6"--732'-0"24'-6"24'-6"
22 709'-0"709'-0"--732'-0"23'-0"23'-0"
23 714'-0"714'-0"--732'-0"18'-0"18'-0"
24 710'-6"710'-6"--711'-0"0'-6"0'-6"
25 711'-0"710'-6"0'-6"-711'-0"0'-0"0'-6"
26 713'-0"713'-0"--728'-6"15'-6"15'-6"
27 715'-0"715'-0"--730'-0"15'-0"15'-0"
28 716'-0"718'-3"-2'-3"730'-0"14'-0"11'-9"
29 718'-0"718'-3"-0'-3"730'-0"12'-0"11'-9"
30 720'-3"718'-3"2'-0"-732'-0"11'-9"13'-9"
31 718'-0"718'-0"--732'-0"14'-0"14'-0"
32 719'-0"718'-0"1'-0"-732'-0"13'-0"14'-0"
33 720'-0"718'-0"2'-0"-732'-0"12'-0"14'-0"
34 719'-0"718'-0"1'-0"-732'-0"13'-0"14'-0"
35 718'-9"718'-0"0'-9"-732'-0"13'-3"14'-0"
36 713'-0"707'-6"5'-6"-732'-0"19'-0"24'-6"
37 714'-0"707'-6"6'-6"-732'-0"18'-0"24'-6"
38 712'-3"708'-6"3'-9"-732'-0"19'-9"23'-6"
39 714'-9"711'-3"3'-6"-732'-0"17'-3"20'-9"
40 709'-6"708'-9"0'-9"-729'-6"20'-0"20'-9"
41 707'-6"707'-6"--729'-6"22'-0"22'-0"
42 711'-0"708'-3"2'-9"-732'-0"21'-0"23'-9"UP700
24"
19"
13"
15"
14"
8"
16"19"
12"
8"
18"
12",10"
18",19"
18",10"26"
32"
6",4"
14"
22"
15"
19"
8",12",13"
12",13",14"
25"
8"13"
11"
12"
15"
15"
24"
706
705
697
698
699
701
700
702
704
703
690
687
686
688
269
410
713
404
707
689
708
709
710
711
714
720
719
411
712
715
716
717
267
718
720'718'716'714'712'710'708'706'704'702'700'
708'
706'
704'
702'
700'
724'
722'
720'
718'
716'
714'
712'
710'
708'
706'
704'
702'
700'
698'
696'
694'
692'
690'
688'
686'
684'
SITE PLAN LEGEND
REMOVE TREE
SAVE TREE - TREE TRUNK DIAMETER
SAVE TREE - HOUSE RESTRICTION
SAVE TREE - GRADING RESTRICTION
SAVE TREE - POSTS RESTRICTION
SAVE TREE - RETAINING WALL RESTRICTION
SAVE TREE - SEWER / PIPES RESTRICTION
SAVE TREE - GRASS / DISTURBANCE RESTRICTION
SAVE TREE - DRIVEWAY / PATHWAYS RESTRICTION
DEBATABLE - HOUSE RESTRICTION
DEBATABLE - GRADING RESTRICTION
DEBATABLE - POSTS RESTRICTION
DEBATABLE - RETAINING WALL RESTRICTION
DEBATABLE - SEWER / PIPES RESTRICTION
DEBATABLE - GRASS / DISTURBANCE RESTRICTION
DEBATABLE - DRIVEWAY / PATHWAYS RESTRICTION
DEBATABLE - TREE TRUNK DIAMETER
1
3
4
6
5
2
7
8
9
10
11
12
13 14
15
16 17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
33
32
3435
404
36
37
38
39
40
41
SEE SHEET C3.0 FOR TREE PROTECTION PLAN (FENCING). IN ADDITION TO PROTECTIVE FENCING, SPECIFIC TREES WILL REQUIRE TRUNK PROTECTIVE WRAPPING (2” OF ORANGE PLASTIC FENCING OVERLAYING 2” THICK WOODEN SLATS). TREES TO BE WRAPPED ARE:686687688 (THIS TREE MAY BE REMOVED DURING CONSTRUCTION)704706707716717718719ALSO, CREATE A ROOT ARMORING SYSTEM FOR THESE TREES TO INCLUDE 4 - 6 INCHES OF MULCH AND PLYWOOD TO PROTECT THE SOIL FROM COMPACTION AND EQUIPMENT.
TREE PROTECTION NOTES
TREES 697, 705, 707, 399, 404, 410 ARE LABELED BY THE ARBORISTAND ARE SHOWN COVERING THE HOUSE
TREES SHOWN IN VISIBILITY STUDY
42
16114
A1.2
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
SITE PLAN
KEY NOTES
SITE PLAN
SCALE: 1/8" = 1'-0"17
PLAN NORTH
1 WOOD BACKING (2" X 8" MINIMUM) TO BE PROVIDED IN ALL BATHROOM WALLS, AT WATER CLOSETS, SHOWERS, AND BATHTUBS. BACKING TO BE 34" A.F.F. TO CENTERLINE, SUITABLE FOR INSTALLATION OF GRAB BARS AT FUTURE DATE.
16114
A2.1
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
FLOOR PLAN
LOWER LEVEL
SCALE: 3/16" = 1'-0"17 PLAN NORTH
KEY NOTES
712'-3"
709'-6"
710'-3"
711'-0"
707-0"
707'-0"
706'-0"
718'-0"
706'-6"
707'-6"
709'-0"
714'-0"
707'-6"
LOWER LEVEL
707'-6"
LOWER LEVEL
707'-0"
704'-0"
710'-6"
705'-6"
704'-6"
705'-6"
704'-0"
710'-6"
714'-9"UPB
B
4
4
6
5
D
F
3
3
1
1
E
E
9
A4.2
C
BD
A
17
A4.3
C
BD
A
17
A4.2
C
BD
A
9
A4.4
C
BD
A
17
A4.4
C
BD
A
6
5
D
F
BEDROOM
L07
OFFICE / PLAY
L04
WINE
L02
CLOSET
L09
BATHROOM
L08
CORRIDOR
L10
BEDROOM
L11
BATHROOM
L12
5
A2.4
9
A6.1
13
A2.4
17
A2.4 W-01
W-02.2
W-06.1
W-05
W-04
W-03
W-06.2
W-02.1
W-07 W-08
xx
xx
I-A
C-A
xx
xx
I-B
I-B
I-A
I-B
I-A
I-A
I-A
I-B
I-B
I-O
I-A
I-O
C-E
C-A
C-A
C-A
I-D
I-B
I-B
I-O
I-C
xx
xx xx
xx xx
D-06
D-07
D-05
D-01
D-02
D-09
A
A
9
A4.1 BDCORRIDOR
L01
5
A4.2
C
BD
A
CLOSET
L03
714'-6"
713'-6"
709'-6"
717'-6"
16114
A2.2
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
FLOOR PLAN
1 WOOD BACKING (2" X 8" MINIMUM) TO BE PROVIDED IN ALL BATHROOM WALLS, AT WATER CLOSETS, SHOWERS, AND BATHTUBS. BACKING TO BE 34" A.F.F. TO CENTERLINE, SUITABLE FOR INSTALLATION OF GRAB BARS AT FUTURE DATE.
KEY NOTES
MAIN LEVEL
SCALE: 3/16" = 1'-0"17 PLAN NORTH
713'-0"
707'-0"
714'-6"716'-9"
UPUPUPUP
STAIR 2
STAIR 3
9
A2.5
13
6.2
17
A6.213
A2.5
10
A6.1
15
A2.5
19
A2.4
7
A2.4 20
A6.2
9
A4.13
C
D
A
13
A4.6
C
BD
A
9
A4.7
C
BD
A
17
A4.8
C
BD
A
9
A4.9
C
BD
A
17
A4.10
C
BD
A
17
A4.7
C
BD
A
W-17
W-16
W-15
W-14
W-13
W-12
W-11
W-10
W-19
BEDROOM
107
OFFICE
105
CLOSET
104
TERRACE
106
BATHROOM
108
ENTRY
101
CORRIDOR
112
PANTRY
114
STORAGE
117
KITCHEN
110
LIVING ROOM
111
GARAGE
116
LAUNDRY
115
MECHANICAL
118
BRIDGE
102
STAIR 1
103
TERRACE
109
BATHROOM
113
D-10
D-12
D-13
D-14D-15
D-16
D-19
D-20
D-21 D-22 D-23
D-24
D-27
D-26
D-11
D-18
D-25
xx
I-A
xx
I-M
I-M
I-M
I-B
xx
xxI-A
xx
I-C
I-A
I-B
xx
C-E
I-A
I-A
xx
xxxx
I-B I-A
I-A
xx
xx
I-B
I-B
xx
xx
xx
I-M
I-M
xx
xx
C-A
I-A
I-A
I-P
C-G
I-A
I-A
I-A
xx
xx
17
A4.14
C
BD
A
17
A4.13
C
BD
A
9
A4.14
C
BD
A
I-M
I-M
9
A4.11
C
A
D
UP
UPUP
B4
6
5
D
3 1 EA
F
17
A4.6
C
BD
AUP 6
5
D
F
B43 1 EA
714'-9"
A4.11B13
A4.11 D13
A
A4.11
13
C
A4.11
13
710'-6"
716'-6"
LIVING / KITCHEN LEVEL
718'-3 1/2"
GARAGE718'-0"
718'-0"718'-0"
718'-3"
718'-3"
718'-3"
715'-0"
716'-6"
717'-4 1/2"
T.O. WALL
724'-0"
T.O. WALL
711'-6"
705'-6"
704'-6"
705'-6"
709'-0"
709'-6"
710'-6"
712'-6"
712'-0"
704'-0"
718'-6"
MAIN LEVEL
713'-6"
TERRACE LEVEL
704'-0"
716'-9"
718'-6"
721'-6"
T.O. WALL
710'-0"
UPSL-01
SL-02
SL-03
SL-04
SL-05
C
C C
B
A
B4
6
5
D
3 1 EA
F UP6
5
D
F
B43 1 EA
16114
A2.3
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
ROOF PLAN
1 WOOD BACKING (2" X 8" MINIMUM) TO BE PROVIDED IN ALL BATHROOM WALLS, AT WATER CLOSETS, SHOWERS, AND BATHTUBS. BACKING TO BE 34" A.F.F. TO CENTERLINE, SUITABLE FOR INSTALLATION OF GRAB BARS AT FUTURE DATE.
KEY NOTES
ROOF PLAN
SCALE: 3/16" = 1'-0"17 PLAN NORTH
(E) GRADE @ FRONT OF BUILDING
25'-0" ABOVE (E) GRADE @ FRONT OF BUILDING -MAXIMUM BUILDING HEIGHT
25'-0" ABOVE (N) GRADE @ FRONT OF BUILDING -MAXIMUM BUILDING HEIGHT
(N) GRADE @ FRONT OF BUILDING
(E) GRADE @ FACE OF BUILDING
25'-0" ABOVE (E) GRADE @ FACE OF BUILDING -MAXIMUM BUILDING HEIGHT
25'-0" ABOVE (N) GRADE @ FACE OF BUILDING - MAXIMUM BUILDING HEIGHT
A
B
C
D
E
F
G
H
(N) GRADE @ FACE OF BUILDING
EAST ELEVATION
SCALE: 3/16" = 1'-0"17
WEST ELEVATIONSCALE: 3/16" = 1'-0"19
732'-0"
T.O. ROOF
742'-6"
35'-0" ABOVE LOWEST
LOWESTCONSTRUCTEDPOINT
BLDG. ELEMENT
730'-0"
T.O. GARAGE ROOF
718'-6"
F.F. MAIN LEVEL
718'-3 1/2"
GARAGE LEVEL
718'-0"
EXT. GRADE @FRONT ENTRY
716'-6"
LIVING LEVEL
713'-6"
TERRACE LEVEL
C
A
707'-6"
F.F. LOWER LEVEL /
704'-'0"
LOWEST CONSTRUCTED
739'-0"
35'-0" ABOVE LOWEST
POINT
BLDG. ELEMENT
A
C
732'-0"
T.O. ROOF
730'-0"
T.O. GARAGE ROOF
718'-6"
F.F. MAIN LEVEL
718'-3 1/2"
GARAGE LEVEL
718'-0"
EXT. GRADE @FRONT ENTRY
716'-6"
LIVING LEVEL
713'-6"
TERRACE LEVEL
707'-6"
F.F. LOWER LEVEL
16114
A3.1
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
ELEVATIONS
KEY NOTES
704'-0"
LOWEST CONSTRUCTED
707'-6"
F.F. LOWER LEVEL
739'-0"
35'-0" ABOVE LOWEST
POINT
BLDG. ELEMENT
A
C
732'-0"
T.O. ROOF
730'-0"
T.O. GARAGE ROOF
718'-6"
F.F. MAIN LEVEL
718'-3 1/2"
GARAGE LEVEL
718'-0"
EXT. GRADE @FRONT ENTRY
716'-6"
LIVING LEVEL
713'-6"
TERRACE LEVEL
707'-6"
F.F. LOWER LEVEL
742'-0"
35'-0" ABOVE LOWESTBLDG. ELEMENT
POINT
C
A
707'-0"
LOWEST CONSTRUCTED
732'-0"
T.O. ROOF
730'-0"
T.O. GARAGE ROOF
718'-6"
F.F. MAIN LEVEL
718'-3 1/2"
GARAGE LEVEL
718'-0"
EXT. GRADE @FRONT ENTRY
716'-6"
LIVING LEVEL
713'-6"
TERRACE LEVEL
(E) GRADE @ FRONT OF BUILDING
25'-0" ABOVE (E) GRADE @ FRONT OF BUILDING -MAXIMUM BUILDING HEIGHT
25'-0" ABOVE (N) GRADE @ FRONT OF BUILDING -MAXIMUM BUILDING HEIGHT
(N) GRADE @ FRONT OF BUILDING
(E) GRADE @ FACE OF BUILDING
25'-0" ABOVE (E) GRADE @ FACE OF BUILDING -MAXIMUM BUILDING HEIGHT
25'-0" ABOVE (N) GRADE @ FACE OF BUILDING - MAXIMUM BUILDING HEIGHT
A
B
C
D
E
F
G
H
(N) GRADE @ FACE OF BUILDING
SOUTH ELEVATION
SCALE: 3/16" = 1'-0"17
NORTH ELEVATIONSCALE: 3/16" = 1'-0"19
16114
A3.2
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
ELEVATIONS
KEY NOTES
(E) GRADE @ FRONT OF BUILDING
25'-0" ABOVE (E) GRADE @ FRONT OF BUILDING -MAXIMUM BUILDING HEIGHT
25'-0" ABOVE (N) GRADE @ FRONT OF BUILDING -MAXIMUM BUILDING HEIGHT
(N) GRADE @ FRONT OF BUILDING
(E) GRADE @ FACE OF BUILDING
25'-0" ABOVE (E) GRADE @ FACE OF BUILDING -MAXIMUM BUILDING HEIGHT
25'-0" ABOVE (N) GRADE @ FACE OF BUILDING - MAXIMUM BUILDING HEIGHT
A
B
C
D
E
F
G
H
(N) GRADE @ FACE OF BUILDING
707'-6"
F.F. LOWER LEVEL /
742'-6"
35'-0" ABOVE LOWEST
D
B
LOWESTCONSTRUCTEDPOINT
BLDG. ELEMENT
C
A
732'-0"
T.O. ROOF
730'-0"
T.O. GARAGE ROOF
718'-6"
F.F. MAIN LEVEL
718'-3 1/2"
GARAGE LEVEL
718'-0"
EXT. GRADE @FRONT ENTRY
716'-6"
LIVING LEVEL
713'-6"
TERRACE LEVEL
707'-6"
F.F. LOWER LEVEL /
742'-6"
35'-0" ABOVE LOWEST
D
B
LOWESTCONSTRUCTEDPOINT
BLDG. ELEMENT
A
C
732'-0"
T.O. ROOF
730'-0"
T.O. GARAGE ROOF
718'-6"
F.F. MAIN LEVEL
718'-3 1/2"
GARAGE LEVEL
718'-0"
EXT. GRADE @FRONT ENTRY
716'-6"
LIVING LEVEL
713'-6"
TERRACE LEVEL
LONGITUDINAL SECTION 5 (AT ENTRY)
SCALE: 3/16" = 1'-0"17
LONGITUDINAL SECTION F (THROUGH STAIRWELL)SCALE: 3/16" = 1'-0"19
16114
A3.3
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
SECTIONS
KEY NOTES
742'-6"
35'-0" ABOVE LOWEST
707'-6"
F.F. LOWER LEVEL
B
A
C
D
BLDG. ELEMENT
732'-0"
T.O. ROOF
730'-0"
T.O. GARAGE ROOF
718'-6"
F.F. MAIN LEVEL
718'-3 1/2"
GARAGE LEVEL
718'-0"
EXT. GRADE @FRONT ENTRY
716'-6"
LIVING LEVEL
713'-6"
TERRACE LEVEL
707'-6"
F.F. LOWER LEVEL /
742'-6"
35'-0" ABOVE LOWEST
LOWESTCONSTRUCTEDPOINT
BLDG. ELEMENT
B
D
A
C
732'-0"
T.O. ROOF
730'-0"
T.O. GARAGE ROOF
718'-6"
F.F. MAIN LEVEL
718'-3 1/2"
GARAGE LEVEL
718'-0"
EXT. GRADE @FRONT ENTRY
716'-6"
LIVING LEVEL
713'-6"
TERRACE LEVEL
(E) GRADE @ FRONT OF BUILDING
25'-0" ABOVE (E) GRADE @ FRONT OF BUILDING -MAXIMUM BUILDING HEIGHT
25'-0" ABOVE (N) GRADE @ FRONT OF BUILDING -MAXIMUM BUILDING HEIGHT
(N) GRADE @ FRONT OF BUILDING
(E) GRADE @ FACE OF BUILDING
25'-0" ABOVE (E) GRADE @ FACE OF BUILDING -MAXIMUM BUILDING HEIGHT
25'-0" ABOVE (N) GRADE @ FACE OF BUILDING - MAXIMUM BUILDING HEIGHT
A
B
C
D
E
F
G
H
(N) GRADE @ FACE OF BUILDING
LONGITUDINAL SECTION D (ALONG EAST)
SCALE: 3/16" = 1'-0"17
LONGITUDINAL SECTION 6 (ALONG WEST)SCALE: 3/16" = 1'-0"19
16114
A3.4
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
SECTIONS
KEY NOTES
707'-6"
F.F. LOWER LEVEL
POINT
B
A
C
D
FACE OF BUILING @ CONCRETEEFGH
NOTES
G
E
H
F
732'-0"
T.O. ROOF
730'-0"
T.O. GARAGE ROOF
718'-6"
F.F. MAIN LEVEL
718'-3 1/2"
GARAGE LEVEL
718'-0"
EXT. GRADE @FRONT ENTRY
716'-6"
LIVING LEVEL
713'-6"
TERRACE LEVEL
707'-0"
LOWEST CONSTRUCTED
742'-0"
35'-0" ABOVE LOWESTBLDG. ELEMENT
707'-6"
F.F. LOWER LEVEL
739'-6"
35'-0" ABOVE LOWEST
704'-6"
LOWEST CONTSRUCTEDPOINT
BLDG. ELEMENT
C
D
A
B
FACE OF BUILING @ CONCRETEEFGH
NOTES
G
E
H
F
732'-0"
T.O. ROOF
730'-0"
T.O. GARAGE ROOF
718'-6"
F.F. MAIN LEVEL
718'-3 1/2"
GARAGE LEVEL
718'-0"
EXT. GRADE @FRONT ENTRY
716'-6"
LIVING LEVEL
713'-6"
TERRACE LEVEL
(E) GRADE @ FRONT OF BUILDING
25'-0" ABOVE (E) GRADE @ FRONT OF BUILDING -MAXIMUM BUILDING HEIGHT
25'-0" ABOVE (N) GRADE @ FRONT OF BUILDING -MAXIMUM BUILDING HEIGHT
(N) GRADE @ FRONT OF BUILDING
(E) GRADE @ FACE OF BUILDING
25'-0" ABOVE (E) GRADE @ FACE OF BUILDING -MAXIMUM BUILDING HEIGHT
25'-0" ABOVE (N) GRADE @ FACE OF BUILDING - MAXIMUM BUILDING HEIGHT
A
B
C
D
E
F
G
H
(N) GRADE @ FACE OF BUILDING
TRANSVERSE SECTION 1 (THROUGH LIVING ROOM)
SCALE: 3/16" = 1'-0"17
TRANSVERSE SECTION E (ALONG SOUTH)SCALE: 3/16" = 1'-0"19
16114
A3.5
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
SECTIONS
KEY NOTES
742'-6"
35'-0" ABOVE LOWEST
707'-6"
F.F. LOWER LEVEL /LOWEST CONSTRUCTED POINT
BLDG. ELEMENT
C
D
A
B
732'-0"
T.O. ROOF
730'-0"
T.O. GARAGE ROOF
718'-6"
F.F. MAIN LEVEL
718'-3 1/2"
GARAGE LEVEL
718'-0"
EXT. GRADE @FRONT ENTRY
716'-6"
LIVING LEVEL
713'-6"
TERRACE LEVEL
707'-6"
F.F. LOWER LEVEL
742'-6"
35'-0" ABOVE LOWESTBLDG. ELEMENT
C
D
A
B
732'-0"
T.O. ROOF
730'-0"
T.O. GARAGE ROOF
718'-6"
F.F. MAIN LEVEL
718'-3 1/2"
GARAGE LEVEL
718'-0"
EXT. GRADE @FRONT ENTRY
716'-6"
LIVING LEVEL
713'-6"
TERRACE LEVEL (E) GRADE @ FRONT OF BUILDING
25'-0" ABOVE (E) GRADE @ FRONT OF BUILDING -MAXIMUM BUILDING HEIGHT
25'-0" ABOVE (N) GRADE @ FRONT OF BUILDING -MAXIMUM BUILDING HEIGHT
(N) GRADE @ FRONT OF BUILDING
(E) GRADE @ FACE OF BUILDING
25'-0" ABOVE (E) GRADE @ FACE OF BUILDING -MAXIMUM BUILDING HEIGHT
25'-0" ABOVE (N) GRADE @ FACE OF BUILDING - MAXIMUM BUILDING HEIGHT
A
B
C
D
E
F
G
H
(N) GRADE @ FACE OF BUILDING
TRANSVERSE SECTION 3 (THROUGH GLASS BRIDGE)
SCALE: 3/16" = 1'-0"17
TRANSVERSE SECTION B (THROUGH LIVING ROOM)SCALE: 3/16" = 1'-0"19
16114
A3.6
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
SECTIONS
KEY NOTES
707'-6"
F.F. LOWER LEVEL /
742'-6"
35'-0" ABOVE LOWESTBLDG. ELEMENT
A
B
C
D
732'-0"
T.O. ROOF
730'-0"
T.O. GARAGE ROOF
718'-6"
F.F. MAIN LEVEL
718'-3 1/2"
GARAGE LEVEL
718'-0"
EXT. GRADE @FRONT ENTRY
716'-6"
LIVING LEVEL
713'-6"
TERRACE LEVEL
707'-6"
F.F. LOWER LEVEL
742'-0"
35'-0" ABOVE LOWESTBLDG. ELEMENT
C
D
A
B
POINT
707'-0"
LOWEST CONSTRUCTED
732'-0"
T.O. ROOF
730'-0"
T.O. GARAGE ROOF
718'-6"
F.F. MAIN LEVEL
718'-3 1/2"
GARAGE LEVEL
718'-0"
EXT. GRADE @FRONT ENTRY
716'-6"
LIVING LEVEL
713'-6"
TERRACE LEVEL (E) GRADE @ FRONT OF BUILDING
25'-0" ABOVE (E) GRADE @ FRONT OF BUILDING -MAXIMUM BUILDING HEIGHT
25'-0" ABOVE (N) GRADE @ FRONT OF BUILDING -MAXIMUM BUILDING HEIGHT
(N) GRADE @ FRONT OF BUILDING
(E) GRADE @ FACE OF BUILDING
25'-0" ABOVE (E) GRADE @ FACE OF BUILDING -MAXIMUM BUILDING HEIGHT
25'-0" ABOVE (N) GRADE @ FACE OF BUILDING - MAXIMUM BUILDING HEIGHT
A
B
C
D
E
F
G
H
(N) GRADE @ FACE OF BUILDING
16114
A3.7
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
SECTIONS
KEY NOTES
TRANSVERSE SECTION A (THROUGH ENTRY)
SCALE: 3/16" = 1'-0"17
TRANSVERSE SECTION 4 (ALONG NORTH)SCALE: 3/16" = 1'-0"19
BATHROOM L08
SCALE: 3/8" = 1'-0"13
1'-1"2'-2"EQ.
4'-4"1'-1"3'-0"6"6"4"6"1"1'-1"
2'-0"EQ.3'-9"1'-4"6"2'-0"10'-0"3'-5"3'-4"8"8"8"EQ.EQ.EQ.EQ.
EQ.EQ.
7'-6"2'-0"1'-4"3'-4"1"4"4"4"1"6'-10"6"2'-0"10'-0"2'-0"
EQ.3'-9"3'-4"4"4"1"4"EQ.
8'-9"
6'-9"
CLOSET L09
SCALE: 3/8" = 1'-0"17 BATHROOM L08 (TOILET)
SCALE: 3/8" = 1'-0"9 BATHROOM L08 (SHOWER)
SCALE: 3/8" = 1'-0"5
1
1
B
A
C
D
B
A
C
D
B
A
C
D
B
A
C
D
16114
A4.3
REVISIONS
JOB NUMBER
DRAWN BY
JT
SCALE
DATE
FOR
11 OCTOBER 2017
PLANNING REVIEW RESUBMITTAL
AS NOTED
OWNERSHIP OF INSTRUMENTS OF SERVICEALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY THE CONSULTANT AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF THE CONSULTANT. THE CONSULTANT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.
VISOSO
15358 SANTELLACOURT
LOS GATOS,CALIFORNIA95032
INTERIOR ELEVATIONS
KEY NOTES
1 WOOD BACKING (2" X 8" MINIMUM) TO BE PROVIDED IN ALL BATHROOM WALLS, AT WATER CLOSETS, SHOWERS, AND BATHTUBS. BACKING TO BE 34" A.F.F. TO CENTERLINE, SUITABLE FOR INSTALLATION OF GRAB BARS AT FUTURE DATE.
09/06/17
09/06/17
09/06/17
09/06/17
09/06/17
09/06/17
09/06/17
09/06/17
09/06/17
09/06/17
09/06/17
09/06/17
REVISIONS:BY:PRELIMINARY - NOT FOR CONSTRUCTION OR BUILDING DEPARTMENT SUBMITTAL OR REVIEW
cad@meg4.com
www.montereyenergygroup.com
831-359-4173 FAX
831-372-8328 VOICE
26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923
Consulting Mechanical Engineering
VISOSO
RESIDENCE
15358 SANTELLA COURT
LOS GATOS, CA. 9503202/28/17SHEET:CHECKED:FILE NAME:CHECKED:DRAWN:SCALE:DATE:REVISIONS:BY:SOLAR PHOTOVOLTAIC
ROOF LAYOUT
& NOTES
MEGPV2.1SHEET OF SHEETSAS NOTED
REVISIONS:BY:VISOSORESIDENCE15358 SANTELLA COURTLOS GATOS, CA. 9503203/15/17MONTEREY ENERGY GROUPConsulting Mechanical Engineering26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923831-372-8328 VOICE 831-359-4173 FAX www.montereyenergygroup.comcad@meg4.comPRELIMINARY - NOT FOR CONSTRUCTION OR BUILDING DEPARTMENT SUBMITTAL OR REVIEWTITLE TO THESE DRAWINGS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.THE USE OF THESE DRAWINGS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION OR PUBLICATION BY ANY MEANS, IN WHOLE OR IN PART, IS PROHIBITED.MONTEREY ENERGY GROUP, INC.SHEET:
CHECKED:
FILE NAME:
CHECKED:
DRAWN:
SCALE:
DATE:
REVISIONS:BY:
AS NOTEDNOTES
MEG
M0.1
SHEET OF SHEETS
VERSA HYDRO PRE-START-UP RADIANT HEATING NOTESRADIANT DESIGN SUMMARY
REVISIONS:BY:VISOSORESIDENCE15358 SANTELLA COURTLOS GATOS, CA. 9503203/15/17MONTEREY ENERGY GROUPConsulting Mechanical Engineering26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923831-372-8328 VOICE 831-359-4173 FAX www.montereyenergygroup.comcad@meg4.comPRELIMINARY - NOT FOR CONSTRUCTION OR BUILDING DEPARTMENT SUBMITTAL OR REVIEWTITLE TO THESE DRAWINGS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.THE USE OF THESE DRAWINGS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION OR PUBLICATION BY ANY MEANS, IN WHOLE OR IN PART, IS PROHIBITED.MONTEREY ENERGY GROUP, INC.SHEET:
CHECKED:
FILE NAME:
CHECKED:
DRAWN:
SCALE:
DATE:
REVISIONS:BY:
AS NOTEDNOTES
MEG
M0.2
SHEET OF SHEETS
ABBREVIATIONS
T
SIZE
SIZE
SIZE
SIZE
SIZE
MECHANICAL LEGEND
DUCT SYSTEM INSTALLATION
REGISTERS
FANS
FAN CONVECTORS
AIR HANDLERS
HEAT PUMPS
REVISIONS:BY:VISOSORESIDENCE15358 SANTELLA COURTLOS GATOS, CA. 9503203/15/17MONTEREY ENERGY GROUPConsulting Mechanical Engineering26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923831-372-8328 VOICE 831-359-4173 FAX www.montereyenergygroup.comcad@meg4.comPRELIMINARY - NOT FOR CONSTRUCTION OR BUILDING DEPARTMENT SUBMITTAL OR REVIEWTITLE TO THESE DRAWINGS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.THE USE OF THESE DRAWINGS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION OR PUBLICATION BY ANY MEANS, IN WHOLE OR IN PART, IS PROHIBITED.MONTEREY ENERGY GROUP, INC.SHEET:
CHECKED:
FILE NAME:
CHECKED:
DRAWN:
SCALE:
DATE:
REVISIONS:BY:
1 MAIN LEVEL RADIANT HEATING PLAN
SCALE: 1/4" = 1'-0"MAIN LEVELRADIANT HEATING PLANMEG
M2.1
SHEET OF SHEETS
AS NOTED
SHEET NOTES
NORTH ARROW
N
REVISIONS:BY:VISOSORESIDENCE15358 SANTELLA COURTLOS GATOS, CA. 9503203/15/17MONTEREY ENERGY GROUPConsulting Mechanical Engineering26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923831-372-8328 VOICE 831-359-4173 FAX www.montereyenergygroup.comcad@meg4.comPRELIMINARY - NOT FOR CONSTRUCTION OR BUILDING DEPARTMENT SUBMITTAL OR REVIEWTITLE TO THESE DRAWINGS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.THE USE OF THESE DRAWINGS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION OR PUBLICATION BY ANY MEANS, IN WHOLE OR IN PART, IS PROHIBITED.MONTEREY ENERGY GROUP, INC.SHEET:
CHECKED:
FILE NAME:
CHECKED:
DRAWN:
SCALE:
DATE:
REVISIONS:BY:
1 LOWER LEVEL RADIANT HEATING PLAN
SCALE: 1/4" = 1'-0"LOWER LEVELRADIANT HEATING PLANMEG
M2.2
SHEET OF SHEETS
AS NOTED
NORTH ARROW
N
REVISIONS:BY:VISOSORESIDENCE15358 SANTELLA COURTLOS GATOS, CA. 9503203/15/17MONTEREY ENERGY GROUPConsulting Mechanical Engineering26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923831-372-8328 VOICE 831-359-4173 FAX www.montereyenergygroup.comcad@meg4.comPRELIMINARY - NOT FOR CONSTRUCTION OR BUILDING DEPARTMENT SUBMITTAL OR REVIEWASHRAE 62.2 VENTILATION
SHEET NOTES
TITLE TO THESE DRAWINGS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.THE USE OF THESE DRAWINGS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION OR PUBLICATION BY ANY MEANS, IN WHOLE OR IN PART, IS PROHIBITED.MONTEREY ENERGY GROUP, INC.SHEET:
CHECKED:
FILE NAME:
CHECKED:
DRAWN:
SCALE:
DATE:
REVISIONS:BY:
1 LOWER LEVEL COOLING AND VENTILATION PLAN
SCALE: 1/4" = 1'-0"LOWER LEVELVENTILATION PLANMEG
M2.3
SHEET OF SHEETS
AS NOTED
NORTH ARROW
N
REVISIONS:BY:VISOSORESIDENCE15358 SANTELLA COURTLOS GATOS, CA. 9503203/15/17MONTEREY ENERGY GROUPConsulting Mechanical Engineering26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923831-372-8328 VOICE 831-359-4173 FAX www.montereyenergygroup.comcad@meg4.comPRELIMINARY - NOT FOR CONSTRUCTION OR BUILDING DEPARTMENT SUBMITTAL OR REVIEWASHRAE 62.2 VENTILATION
SHEET NOTESTITLE TO THESE DRAWINGS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.THE USE OF THESE DRAWINGS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION OR PUBLICATION BY ANY MEANS, IN WHOLE OR IN PART, IS PROHIBITED.MONTEREY ENERGY GROUP, INC.SHEET:
CHECKED:
FILE NAME:
CHECKED:
DRAWN:
SCALE:
DATE:
REVISIONS:BY:
1 MAIN FLOOR COOLING AND VENTILATION PLAN
SCALE: 1/4" = 1'-0"MAIN FLOOR VENTILATION PLANMEG
M2.4
SHEET OF SHEETS
AS NOTED
NORTH ARROW
N
REVISIONS:BY:VISOSORESIDENCE15358 SANTELLA COURTLOS GATOS, CA. 9503203/15/17MONTEREY ENERGY GROUPConsulting Mechanical Engineering26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923831-372-8328 VOICE 831-359-4173 FAX www.montereyenergygroup.comcad@meg4.comPRELIMINARY - NOT FOR CONSTRUCTION OR BUILDING DEPARTMENT SUBMITTAL OR REVIEWTITLE TO THESE DRAWINGS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.THE USE OF THESE DRAWINGS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION OR PUBLICATION BY ANY MEANS, IN WHOLE OR IN PART, IS PROHIBITED.MONTEREY ENERGY GROUP, INC.SHEET:
CHECKED:
FILE NAME:
CHECKED:
DRAWN:
SCALE:
DATE:
REVISIONS:BY:PIPING SCHEMATICMEG
M6.1
SHEET OF SHEETS
AS NOTED
WH-1 130.0 120.0 120/1 6.3 3/4"1"933.0 95.0 HEAT TRANSFER
PHE 130-80
B3 SUPPLYRETURNVersa-Hydro EY[1 HEATING SYSTEM PIPING SCHEMATIC-Versa-Hydro COMBINATION HEATING AND DHW
NOT TO SCALE
HW/
CW
CON.
PUMPS
SYSTEM COMPONENTS
NOTES
WT
LBS
MANUF.
MODELMANUF.GPM FT
HDMARK
L
H
G
F
C
B
A
MARK COMPONENT
MARK IN OUT
KBTUH FAN
AMPSV/PH
GAS
CON.
HP
NOTES
V/PH AMPS EFF.
(%)
MOTOR
12
NOTESMODEL
B1-B4
AFUE MANUFACTURER
AND MODEL NOTES
WATER HEATING DEVICES
11
E
J
P1-P2
TEMP/PRESSURE GUAGE MILJOCO PB300804
TEMPERATURE GUAGE MILJOCO B259951-2W
TELESTAT WATTS -
P-1
CONDENSATE
COMBUSTION AIR INTAKE CONN
(SEE VENTING SHEET)
6
9
P-2
AUXILIARY PORT (NOT USED)
AUXILIARY PORT (NOT USED)
1"
COMBUSTION AIR EXHAUST CONN
(SEE VENTING SHEET)
ESB ZONE VALVE
BALL VALVE
LEGEND
EXPANSION
TANK
SUPPLY AND RETURN
MANIFOLD
PRESSURE RELIEF VALVE
HOSE BIB/DRAIN/ PURGE
VALVE
UNION
CHECK VALVE - SPRING
BACKFLOW PREVENTER
AIR SEPARATOR
TEMPERATURE GAUGE
AIR VENT
TEMPERATURE/
PRESSURE GAUGE
PUMP W/ISOLATION
FLANGES
3-WAY MOTORIZED
MIXING VALVE
THERMOSTATIC MIXING
VALVE
PUMP W/INTEGRAL FLOW
CHECK
PRESSURE REDUCING
VALVE
T
T/P STRAINER
M
ZONE VALVE CONTROLLER TACO ZVC-404-EXP (MASTER)M
O
L
EQUIPMENT IN MECHANICAL ROOM
1"
1-1/4"
PIPING MECH. ROOM
SIZED FOR COPPER
TYP.EY[ZONE VALVE CONTROLLER TACO ZVC-404-EXP (SLAVE)N
7
MIXING VALVE WATTS N170
DHW
RECIRC
5
DHW
OUT
COLD IN
CITY COLD
SUPPLY IN
HOT WATER TO
HOUSE FIXTURES
10
O
F
T
GAS IN
DRIP LEG
G
H
P-1
E
B 14
1"
10 7 TACO 008-F6 1/25 115/1 0.79 NA
P-2 P1-P2
SUPPLY & RETURN MANIFOLD WATTS STAINLESS STEEL
DHW EXPANSION TANK ELBI DXT-18
AIR ELIMINATOR TACO 4900 SERIES 49-100
EXPANSION TANK ELBI XT-30
ZONE VALVE TACO ZONE SENTRY Z100T2
M TACO ZVC
ZONE CONTROL
(ZONES 1-4)
N TACO ZVC
ZONE CONTROL
(ZONES 5-7)
1"111°
PIPING TO MANIFOLDS
SIZED FOR PEX, TYP.1/2"
MAKE-UP WATER
C
MINI SYSTEM FEEDER AXIOM MF200
10 9 TACO VT2218F NA 110/1 0.67 NA
3/4"
3/4"
3/4"
3/4"EY[K
3/4"
4
SUPPLY
RETURN
A
MANIFOLD 4: ZONE 7 MANIFOLD 3: ZONES 5-6
SUPPLY
RETURN
A
J655
MANIFOLD 1: ZONES 1-3
SUPPLY
RETURN
A
J3332211
SUPPLY
RETURN
A
MANIFOLD 2: ZONE 4
K ZONE VALVE TACO ZONE SENTRY Z075T2
REVISIONS:BY:VISOSORESIDENCE15358 SANTELLA COURTLOS GATOS, CA. 9503203/15/17MONTEREY ENERGY GROUPConsulting Mechanical Engineering26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923831-372-8328 VOICE 831-359-4173 FAX www.montereyenergygroup.comcad@meg4.comPRELIMINARY - NOT FOR CONSTRUCTION OR BUILDING DEPARTMENT SUBMITTAL OR REVIEWTITLE TO THESE DRAWINGS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.THE USE OF THESE DRAWINGS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION OR PUBLICATION BY ANY MEANS, IN WHOLE OR IN PART, IS PROHIBITED.MONTEREY ENERGY GROUP, INC.SHEET:
CHECKED:
FILE NAME:
CHECKED:
DRAWN:
SCALE:
DATE:
REVISIONS:BY:CONTROLS SCHEMATICMEG
M6.2
SHEET OF SHEETS
AS NOTED
FOUR ZONE VALVE CONTROL WITH OPTIONAL PRIORITY
ZVC 404-EXP
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
T T T T T T T T1234
ZONE 4 RELAY
N/O N/CCOM
BOILER
ENDSW
A
MODE
NORMAL
SLAVE
MASTER
POWER
CONTROLS
FUSE 7 AMP MAX
EXPANSION
PLUG-IN
CARDS
ON
OFF
PRIORITY
ZONE 4 POWER INPUMP
ENDSW
B
RESET
FOUR ZONE VALVE CONTROL WITH OPTIONAL PRIORITY
ZVC 404-EXP
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
T T T T T T T T1234
ZONE 4 RELAY
N/O N/CCOM
BOILER
ENDSW
A
MODE
NORMAL
SLAVE
MASTER
POWER
CONTROLS
FUSE 7 AMP MAX
EXPANSION
PLUG-IN
CARDS
ON
OFF
PRIORITY
ZONE 4 POWER INPUMP
ENDSW
B
RESET
EY[1 TYPICAL WIRING EXAMPLE FOR ZONE CONTROLLERS*
NOT TO SCALE
24 VAC120 VAC
INPUT
WHITE
BLACK
BLACK
WHITE
INPUT
120 VAC TRANFORMERFACTORY INSTALLEDTRANFORMERINSTALLEDFACTORY 24 VAC
24 VAC
FACTORY INSTALLEDTRANFORMERINSTALLEDFACTORY TRANFORMER120 VAC
INPUT
WHITE
BLACK
BLACK
WHITE
INPUT
120 VAC 24 VAC
N
H
120 VAC
INPUT
EQUIPMENT IN MECHANICAL ROOM
RELABEL ZONES IN FIELD
6Ä6Ä6Ä6Ä
1
10
14
7
HEAT/COOL HEAT/COOL
COMMUNICATION WIRING
7 COMMUNICATION WIRING
MECHANICAL ROOM
RADIANT LOOP FROM
ZONE VALVE
CONTROL
ZONE VALVE
CONTROL MASTER
TO ADDITIONAL SLAVE ZVC UNIT(S)
8765
4432
DIP SWITCH TO "SLAVE"
6Ä6Ä6Ä6Ä
#WVQ
(
57
*'#62/
4*4%;9 )%V0
#WVQ
(
57
*'#62/
4*4%;9 )%V0
#WVQ
(
57
*'#62/
4*4%;9 )%V0
#WVQ
(
57
*'#62/
4*4%;9 )%V0
#WVQ
(
57
*'#62/
4*4%;9 )%V0
#WVQ
(
57
*'#62/
4*4%;9 )%V0
#WVQ
(
57
*'#62/
4*4%;9 )%V0
#WVQ
(
57
*'#62/
4*4%;9 )%V0
TO WH-1 CONTROL
BOARD (TSTAT
CONTACTS)
TO SYSTEM
PUMP P-2
CONTROL
BOARD
*NOTE: THIS DETAIL IS A TYPICAL WIRING EXAMPLE AND DOES NOT REPRESENT THE EXACT WIRING CONFIGURATION PERTAINING
TO THIS PROJECT. REFER TO PIPING SCHEMATIC FOR EXACT ZONE CONTROLLERS, THERMOSTATS AND ZONING REQUIRED.
ZONE 5 ZONE 6 ZONE 7 ZONE 8
ZONE 5 ZONE 6 ZONE 7 ZONE 8
ZONE 1 ZONE 2 ZONE 3 ZONE 4
ZONE 1 ZONE 2 ZONE 3 ZONE 4
B3 SUPPLYRETURNVersa-Hydro
P-2 S1
S2T
4
5
3
1
2
OffOn N
H
Req ReqComHtHtS1S2S3
00-VDT
P-2 CONTROL BOARD
N
H
120 VAC
INPUT
11
OUTDOOR SENSOR8OPTIONAL OUTDOOR SENSOR FOR VERSA-HYDRO OUTDOOR RESET CONTROL
(OPTIONAL)
EQUIPMENT IN MECHANICAL ROOM
FROM ZVC
SYSTEM
PUMP END
SWITCH
FROM ZVC
BOILER END
SWITCH
TO RADIANT
MANIFOLDS. REFER
TO TYPICAL ZONING
DETAIL FOR WIRING
2 HEATING SYSTEM CONTROLS SCHEMATIC-Versa-Hydro COMBINATION HEATING AND DHW
NOT TO SCALE
N
H
ESB ZONE VALVE
BALL VALVE
18 GAUGE
RELAY/THERMOSTAT
WIRE (2-8 CONDUCTOR)
120 V
LEGEND
EXPANSION
TANK
SUPPLY AND RETURN
MANIFOLD
PRESSURE RELIEF VALVE
HOSE BIB/DRAIN/ PURGE
VALVE
UNION
CHECK VALVE - SPRING
BACKFLOW PREVENTER
AIR SEPARATOR
TEMPERATURE GAUGE
AIR VENT
TEMPERATURE/
PRESSURE GAUGE
PUMP W/ISOLATION
FLANGES
3-WAY MOTORIZED
MIXING VALVE
THERMOSTATIC MIXING
VALVE
PUMP W/INTEGRAL FLOW
CHECK
PRESSURE REDUCING
VALVE
T
T/P EY[STRAINER
M
NOTES
T/P
P-1T
REVISIONS:BY:VISOSORESIDENCE15358 SANTELLA COURTLOS GATOS, CA. 9503203/15/17MONTEREY ENERGY GROUPConsulting Mechanical Engineering26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923831-372-8328 VOICE 831-359-4173 FAX www.montereyenergygroup.comcad@meg4.comPRELIMINARY - NOT FOR CONSTRUCTION OR BUILDING DEPARTMENT SUBMITTAL OR REVIEWTITLE TO THESE DRAWINGS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.THE USE OF THESE DRAWINGS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION OR PUBLICATION BY ANY MEANS, IN WHOLE OR IN PART, IS PROHIBITED.MONTEREY ENERGY GROUP, INC.SHEET:
CHECKED:
FILE NAME:
CHECKED:
DRAWN:
SCALE:
DATE:
REVISIONS:BY:PIPING SCHEMATICMEG
M6.3
SHEET OF SHEETS
AS NOTED
1 PIPING SCHEMATIC - AERMEC HEATING/COOLING ONLY
NOT TO SCALE
SYSTEM COMPONENTS
NOTES
MANUF.
H
G
F
C
A
MARK COMPONENT
12
NOTESMODEL
E
J
SUPPLY & RETURN MANIFOLD -E.P.
TEMP/PRESSURE GUAGE MILJOCO PB00804
TEMPERATURE GUAGE MILJOCO B259951-2W
TELESTAT WATTS -
MIXING VALVE WATTS N170
EQUIPMENT IN MECHANICAL ROOM
PUMPS
MODELMANUF.GPM FT
HDMARK
HP V/PH AMPS EFF.
(%)
MOTOR
NOTES
P-1a P1-P2
P1-P2
3/4"
1-1/2"
MANUF.
MODEL
DIM.
HT. X DIA.
LBS
FULL
RECOV. AT
90° F RISE
STORAGE TANK
KBTUH
IN
GAL
CAPMARK
ST-1 30 --334 70-1/2"x14-1/4"BOILER BUDDY
BB-30
B
6
FLOOR SINK
B
ST-1 RADIANT
COOLING STORAGE
M
CONTROLS PER
TEKMAR
HP-1 OUTDOOR UNIT
14
1-1/4"
15 28 WILO STRATOS 1.25x3-30 1/4 230/1 0.16-1.37 NA
1-1/4"
HW/
CW
CON.
WT
LBSMARKHEATCOOL
KBTUH ELECTRICAL COP MANUFACTURER
AND MODEL NOTES
AIR TO WATER HEAT PUMPS
V/PH FLA
H1-H3
E
EXPANSION TANK ELBI XTV-30
PIPING TO MANIFOLDS
SIZED FOR PEX, TYP.
1"
1"
HP-1 60.0 46.0 230/1 30.3 1"407 2.11 SPACEPAK
SCM-060A4
ESB ZONE VALVE
BALL VALVE
LEGEND
EXPANSION
TANK
SUPPLY AND RETURN
MANIFOLD
PRESSURE RELIEF VALVE
HOSE BIB/DRAIN/ PURGE
VALVE
UNION
CHECK VALVE - SPRING
BACKFLOW PREVENTER
AIR SEPARATOR
TEMPERATURE
GAUGE AIR VENT
TEMPERATURE/
PRESSURE GAUGE
PUMP W/ISOLATION
FLANGES
3-WAY MOTORIZED
MIXING VALVE
THERMOSTATIC
MIXING VALVE
PUMP W/INTEGRAL
FLOW CHECK
PRESSURE
REDUCING VALVE
STRAINER
M
P-1b
P-2
HP-2 OUTDOOR UNIT
14
1-1/4"1-1/4"
P-1a
HP-2 60.0 46.0 230/1 30.3 1"407 2.11 SPACEPAK
SCM-060A4
P-2
P-1b 15 28 WILO STRATOS 1.25x3-30 1/4 230/1 0.16-1.37 NA
MANIFOLD 5: ZONES 1-4
SUPPLY
RETURN
A
J4321
MANIFOLD 6: ZONES 5-7
SUPPLY
RETURN
A
J77665
AH-1: HEAT RECOVERY
VENTILATOR / DEHUMIFIER
1"1"
1-1/4"
1"1"1-1/4"
1-1/4"3/4"1-1/2"1-1/2"
0-52 0-34 TACO VR3452-FC1A00 1/100-1/4 115/1 2.5 NA
AIR ELIMINATOR TACO 4900 SERIES 49-150
MINI SYSTEM FEEDER AXIOM MF200
1/2"
MAKE-UP WATER
C
1-1/4"
H1-H3
REVISIONS:BY:VISOSORESIDENCE15358 SANTELLA COURTLOS GATOS, CA. 9503203/15/17MONTEREY ENERGY GROUPConsulting Mechanical Engineering26465 Carmel Rancho Blvd. Suite 8, Carmel, CA 93923831-372-8328 VOICE 831-359-4173 FAX www.montereyenergygroup.comcad@meg4.comPRELIMINARY - NOT FOR CONSTRUCTION OR BUILDING DEPARTMENT SUBMITTAL OR REVIEWTITLE TO THESE DRAWINGS AND SPECIFICATIONS REMAINS WITH THE ENGINEER WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE DRAWINGS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIA EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.THE USE OF THESE DRAWINGS AND SPECIFICATIONS IS RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTION OR PUBLICATION BY ANY MEANS, IN WHOLE OR IN PART, IS PROHIBITED.MONTEREY ENERGY GROUP, INC.SHEET:
CHECKED:
FILE NAME:
CHECKED:
DRAWN:
SCALE:
DATE:
REVISIONS:BY:DETAILSMEG
M6.4
SHEET OF SHEETS
AS NOTED
BRACINGEXPANSION TANK
3 SCALE: NONE gpmgpmgpmgpmgpmgpmALTERNATE CONFIGURATION
2 SCALE: NONE
INSTALLATIONMANIFOLD
gpmgpmgpmgpm5060
70
800
10
2030 40 gpm70
80
5060
10
0
3020
40
4 MANIFOLD INSTALLATION-SINGLE ZONE MANIFOLD
SCALE: NONE
MULTI ZONE MANIFOLDgpmgpmgpmgpm503040
5060
70
800
10
2030 40 gpm6020
7010
800
SCALE: NONE1MANIFOLD INSTALLATION-
SCALE: NONE
Gypsum/Thin Slab Over Structrural SlabRADIANT APPLICATION-5
RADIANT APPLICATION-6 SCALE: NONE
GYPSUM/THIN SLAB OVER WOOD FLOOR