HomeMy WebLinkAbout1453 Bernal Avenue - PlansFRIEDMAN RESIDENCE
1453 BERNAL AVE.
BURLINGAME, CA 94010
ABBREVIATIONS
REFERENCE SYMBOLS
ELECT/MECH SYMBOLS
BUILDING DATA
SHEET INDEX
(*) = FUTURE BUILDING SHEETS
& And
EXH Exhaust
PBD
Particle Bd.
Duplex convenience outlet & plate
APN ##: :026-044-060
T1.0 TITLE PAGE MECHANICAL AND ELECTRIC DRAWINGS
d Penny
Angle
EXP Expansion
EXPO Exposed
PFB
PL
Prefabricate(d)
Plate (line)
Floor convenience outlet
LOT AREA: : 5,997 SQ.FT.
ME2.0 MECH. + ELECT PLANS 1
GN GENERAL NOTES (h (ST & 2ND FLR)
*
@ At
EXT Exterior
PLAS
Plaster
GRID LINE REFERENCE
rw GFI duplex coenieme outlet
CG CAL GREEN REQ. ( ) ME3.0 CUTSHEETS
('� ME4.0 TITLE 24
C Center line
FBO Furinshed by
PLYWD
Plywood
Fourplex outlet
FAR CALL.
SW STORM WATER PREVENTION
() ME4.1 TITLE 24 (CONT.)
O DID. or round
Owner
PNL
Panelling)
BLDG & WALL SECTION REFERENCE
FAR = (LOT SIZE X 32%) + 1,100 = MAX SQ.FT.
(*) COA CONDITIONS OF APPROVAL
Perpendicular
FDN Foundation
PNT
Painted)
Arrow Indicates direction of view
Duplex conv. outlet, 1/2 hot, 1/2 switched
= (5,997 X 32%) + 1,100 = MAX SQ.FT.
FAR FLOOR AREA CALC.
�# Pound or No.
FIN Finish
PR
Pair
�`-
Letter indicates building section
g
���•
220V amerage as per equipment
= 1,919 + 1,100 = 3,019 SQ.FT.
( )
1 OF 1 TOPOGRAPHIC SURVEY STRUCTURAL DRAWINGS
FL Floor (line)
PRCST
Pre Cast
Sheet number
GFI .P. weatherproof owlet
/W pr
A1.0 PROPOSED SITE PLAN ( )
AB Anchor Bolt
FLASH Flashing
PT
Pressure Treated
DETAIL REFERENCE
Number indicates wall section
Flush mooned floor &telling outlet
AR ARBORIST REPORT
ABV Above
FLOUR Fluorescent
FAR -
AC Asphalt Conc.
FIX Flexiable
QT
Quarry Tile
Sheet number
i
I--O
Junction box
ACOUS Acoustical
FOC Face of Conc.
EXTERIOR ELEVATION REFERENCE
j..®
Television outlet
(N) MAIN FLOOR = 1,655 SQ.FT.
ARCHITECTURAL DRAWINGS
ADH Adhesive
FOF Face of Fin.
R
Riser
Arrow indicates direction of view
�
Telephone outlet &plate
(N) DETACHED GARAGE = 396 SQ.FT.
A2.0 PROPOSED 1 ST + 2ND FLOOR PLANS
ADJ Adjustable
FOX Face of Stud
RAD
Radius
Shen number
Flood light
(N) SECOND FLOOR = 1,362 SQ.FT.
A2.1 PROPOSED ROOF PLAN
AGG Aggregrate
FO Finished Opening
REINF
Reinforce
(N COVERED PORCH = 99 SQ.FT.
)
A2,2 ROOF CUTSHEETS
AL Aluminum
FPL Fireplace
RELO
Relocate
A INTERIOR ELEVATION REFERENCE
Ceiling fixture
(-100) CREDIT COVERED PORCH = -99 SQ.FT.
A3.0 PROPOSED ELEVATIONS
AP Access Panel
FTG Footing
REMO
Remove
� Arrow Indicates direction of view
Wall light
g
(-396) CREDIT GARAGE = -396 SQ.FT.
A3.1 PROPOSED ELEVATIONS
TOTAL: = 3,017 SQ.FT.
APX Approximate
pp
FURR Furring
g
READ
R
Required
D
Letter indicates build) elevation
e Sheet numbers„
Porcleln recepHcle w/ pull chain
A4 0 PROPOSED BUILDING SECTIONS
FIAT Future RESIL Rasilent
c
A4.1 PROPOSED BUILDING SECTIONS
BD Board
RO
Rough Opeing
indirect cove lighting
BEL Below
GA Gau a
9
RWD
Redwood
TITLE SYMBOLS
um efl�i r wed elevation, wall section
Q
Recessed ceiling con lights
LOT CALL.
G1.0 GARAGE PLAN + ELEVATIONS
BLK Block(ing)
GALV Galvanized
or derall
4" recessed low vohage w/directional trim
o
FAR = LOT SIZE X 40 /o= MAX LOT COVERAGE
A5.0 CONSTRUCTION DETAILS
FINISH SCHEDULE
BM Beam
GB Grab Bar
SSD
See Struct. Dwg.
Sheet number
= 5,997 X 40%= 2,399 SQ.FT.
A9.0
BOT Bottom
GI Grab Iron
SH
Shelf
®
Recessed ceiling light
BRK Brick
GL Glass/Glazing
SHR
Sheathing
EXT. DOOR & WINDOW SYMBOL
®""
Waterproof ceiling fan/light & plate
BS Both Sides
GR Grade (Ground)
SIM
Similar
Indicates door & window number
❑°
Recessed waterproof exterior up light
(N) LOT COVERAGE
BTWN Between
GYP Gypsum
SLR
Sealer
O INTERIOR DOOR SYMBOL
„F
Single pole switch
SPEC
Specification
Indicates door number
(N) MAIN FLOOR = 1,665 SQ.FT.
CAB Cabinet
HBD Hard Board
SQ
Square
3 way switch
(N) DETACHED GARAGE = 396 SQ.FT.
CEM Cement
HD Heavy Duty
SLD
Standard
REVISION SYMBOLS
a44-
Switch w/ dimmer
(N) COVERED PORCH = 99 SQ.FT.
CER Ceramic
HDR Header
S. STL
Stainless Steel
Cloud around revision
2!]
Door activated
TOTAL: = 2,161 SQ.FT.
Cl Cost Iron
HWD Hardware
swhdi
CLG Ceiling HOR Horizontal SUSP Suspended
MATERIAL SYMBOL
CmbOLOR 'In
F� Motion detector
CLKG Caulking
SYM
Symmetrical
te
Nuer Indicos color and / or material
Timer (switch)
CLR Clear
INT Interior
ROOM REFERENCE
'e
Vacancy sensor w/ dimmer "manual on"
CMU Conc. Mos. Unit
INSUL Insulation
T
Tread
BED RM. Room came
CNTR Counter
TB
Towel Bar
203
. Room number
'
Vacancy sensor "manual on"
FIRE DEPARTMENT NOTES
COL Column JST Joist TEMP Tempered
g Weatherproof switch
COMPO Composition
JT Joint
T&G
Tougue & Groove
t�
MATCH LINE, SHADED SIDE IS
a
Countertop air switch
ZONING : R-1
CONC Concrete
THRU
Through
CONSIDERED
1. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT THE ENTIRE STRUCTURE UNDER A SEPARATE PERMIT.
CONN Connection) LAM Laminate TOS To of Surface
p
'�- WORK, CONTROL, OR DATUM POINT
o Doorbell pushbulto:h
CONAT Construction
LT Light
TPD
Toilet Paper
- -
- - - PROPERTY LINE
o
CNme
2. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY
CONT Continuous
LVR Louver
Dispenser
®
Smoke detector
CONSULTANTS
VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST W/ THEIR BACKGROUND.
CPT Carpet
TYP
Typical
_ _
_ _ _ _ SETBACK LINE
�
Thermostat
3. PROVIDE A BACKFLOW PREVENTION DEVICE-USC APPROVED DOUBLE CHECK VALVE ASSEMBLY FOR FIRE LINE. GENERAL CONTRACTOR
DBL Double
MAS Masonry
MC Medicine Cabinet
LION
Unless Otherwise
I�
Special outlet
SHALL ENSURE THE DOUBLE VALVE ASSEMBLY FOR FIRE PROTECTION SHALL BE TESTED AND APPROVED BY A SAN MATEO COUNTY
DESIGNER SURVEY
DEMO Demolish
MECH Mechanical
MECH
Noted
g
% EXISTING CONTOURS
�-
t
Instant scan florescent IIgM
FORM +ONE DESIGN COSTAL LAND SURVEYING
ENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING WATER DEPARTMENT FINAL
DF Douglas Fir
MEMB Membrane
UNF
Unfinished
CONTACT: TIM RADUENZ SAVIOR MICALLEF LS8289
4. A SCHEMATIC OF THE DOMESTIC/FIRE PROTECTION WATER LINE SHALL BE SHOWN ON THE SITE PLAN/CIVIL DRAWINGS PAGE OF THE
DIA Diameter
MFR Manufacturer
q2 NEW OR FINISHED CONTOURS
®
Landscape light
4843 SILVER SPRINGS DRIVE 421 WILDWOOD DRIVE
BUILDING PLANS. THIS SCHEMATIC SHALL DETAIL THE LINE FROM THE WATER METER TO STRUCTURE AND INDICIATE THE LOCATION OF THE
DIAG Diagonal
9
MIR Mirror
VERT
Vertical
�-
ry.
ry
U
Electrical panel board
PARK CITY, UTAH 84098 S. SAN FRANCISCO, CA 94080
PHONE. 805-709.2423
DOUBLE BACKFLOW PREVENTION DEVICE ON THE FIRE PROTECTION LINE AFTER THE SPLIT BETWEEN DOMESTIC AND FIRE PROTECTION LINES.
DN Down
MINT Mount(ed)
VG
Vert. Grain
E
Existing
OWNER
5. FIRE FLOW SHALL MEET REQUIREMENTS OF CALIFORNIA FIRE CODE APPENDIX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDINGS LESS THAN
DR Door
MTL Metal
TOP OF WALL
DE
Define existing
MR. & MRS. JOSH FRIEDMAN STRUCTURAL ENGINEER
3,600 SQ. FT. SHALL BE PROVIDED AT 1,000 GPM UNLESS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM, THEN IT MAY
DS Down Spout
WB
White Brothers
O
p•
RE
Replace existing
1453 BERNAL AVE. BRAAN DOTSON CONSULTING
BURLINGAME, CA 94010
BE REDUCED BY 50%
DRA Drawer
NIC Not
WD
Wood
ENGINEERS
6. MIN. 1"WATER METER REQUIRED.
Contract
W
Window
TOP OF CURB
"`'
G
Gas outlet
TITLE 24 CONTACT: BRAIN DOTSON
EA Each
TUTS Not to Scale
WI
Wrought Iron
b
5•
HB
Hose bib
RICK ROCKLEWITZ PO BOX 371022
NRG COMPLIANCE INC. M
EL Elevation / (out)
W O With out
•�
Ceiling/floor supply register
ONE:65, -7 2-940371
BOX 3777 PHONE:650-722-0219
ELEC Electrical
O/ Over
WP
Waterproof
Q TOP OF PAVEMENT
l•
SA
SAMA707-23
ARIELTY
SCOPE OF WORK
ENCL Enclosure
OC On Center
WR
Water Resistant
F;,. DTI
Cetus/floor return register
-6957
PHONE:707-237-6957 KIELTY ARBORIST
R
EQ Equal
OPNG Opening
WSCT
Wainscot
i
Wall diffuser
SOIL PO BOX 6187
EQPT Equipment
OPP Opposite
FIXTURE OR EQUIPMENT SYMBOL
C
T.V./Computer Outlet
DANIEL DYCKMAN SAN MATEO, CA 94403
1. DEMOLISHING OF EXISTING 1 STORY HOME +ATTACHED GARAGE
EW Each Way
GEO FORENSICS P: 650.525.1464
2. NEW CONSTRUCTION OF 2-STORY SINGLE FAMILY HOME W/ DETACHED GARAGE
(EX) Existing
P Plastic
v
Central vacuum inlet
561-D PILGRIM DR.
VICINITY MAP
PAR Parallel
9a G Automatic ra ge door switch
FOSTER CITY, CA. 94044
PHONF-650-349-3369
A
Alarm control keypad
LANDSCAPE DESIGNER
MATERIAL
SYMBOLS
APPLICABLE CODES
RUDDER LANDSCAPE DESIGN
K025
1025 AIAMEDA DE lA5 PULGAS
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SUITE 107
BELMONT, CA 94002
KRISTEN@RUDGERLANDSCAPEDESIGN.COM
® Bituminous paving Metal Sand/ Mortar/ Plaster
�r't-'1-t-
2016 California Building Code
PVWWVWM Batt Insulation
Metal Lath
® Wood frame construction
2016 California Residential Code
o
® Brick Veneer
® Stone Veneer
® Marble / the
® Earth
0 Existing construction
0 Existing const. removed
2016 California Plumbing Code
2016 California Mechanical Code
2016 California Electric Code
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EXTERIOR FINISHES
Concrete
Concrete Block
® Wood
� Precast concrete
2016 Califomia Energy Code
o ,r,
20N 0 a r3 O $ 0 , O'
q
REAR WALL FINISH: MIX OF WOOD HORIZONTAL
® Steel
®R(gid insulation
2016 California Fire Code
SIDING
0 O
Gravel /Rock fill
®plywood
0 Gypsum board
CITY OF BURLINGAME MUNICIPAL CODE
2016 California Green Building Standards Code
ROOF: CLASS A, DIAMOND ASPHALT SHINGLES AND
METAL SEAM ROOFING
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GREEN BUILDING MEASURE
Green Point Rated (REMODEL) CHECKLIST: Single Family to be attached to jobsite building set
WINDOWS: WOOD CLAD WINDOWS W/ S.D.L.
T� O 0 ' + O ® • ® 041•7
FROM SIERRA PACIFIC OR MARVIN OR SIMILAR
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1. AUTOMATIC IRRIGATION SYSTEM CONTROLLER FOR LANDSCAPING WILL BE PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME O
CONSTRUCTION HOURS
DEFERRED SUBMITALS
FINALAL INSPECTION. 2016 CGC §4.304.1
2. A MINIMUM OF 60%OF THE NON- HAZARDOUS CONSTRUCTION AND DEMOLITION WASTER GENERATED ATTHE SITE WILL BE DIVERTED
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TO AN OFFSITE RECYCLE, DIVERSION,
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OR SALVAGE
FACILITY PER CITY OF BURLINGAME
ORDINANCE
AND 2016 CGC §4A08
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1 • NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR
1. SPRINKLER PLAN
3. AN OPERATION AND MAINTENANCE MANUAL WILL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER. 2016 CGC §4.410.1
A. UPON REQUEST, VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS,
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BUILDER OR INSTALLER CERTIFICATION, INSPECTION
REPORTS, OR OTHER METHODS
ACCEPTABLE
TO THE BUILDING DIVISION THAT WILL
REPAIR ANY BUILDING OR STRUCTURE OTHER THAN
BETWEEN
THE HOURS LISTED BELOW.
2. THE HARD LINE DRAINAGE SYSTEM
a
Forvr '°` „ ' . ® p' y "rrA
SHOW SUBSTANTIAL CONFORMANCE WITH
THE 2016 CODE REQUIREMENT. 2016 CGC §703.1
3. ENCROACHMENT PERMIT
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5. AT TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HEATING,
COOLING & VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENTS OPENINGS WILL BE COVERED W/
CONSTRUCTION HOURS
4. STORM WATER CONSTRUCTION POLLUTION
• ' Af se
TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING
AGENCY
TO REDUCE THE AMOUNT OF WATER, DUST,
WEEKDAYS: B:OO A.M. - 7:00 P.M.
PREVENTION PERMIT
- ._
k -I�
OR DEBRIS THAT MAY ENTER THE SYSTEM. (CGC 4.504.1).
SATURDAYS: 9:00 A.M. -
6:00 P.M.
5. SEWER BACKWATER PROTECTION CERTIFICATE
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SUNDAYS AND HOLIDAYS: NO
WORK ALLOWED
6. RECYCLING & WASTE REDUCTION FORM
7.5EWERLATERALTESTENCROACHMENTPERMIT
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HIDDEN CONDITION NOTES
(SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 13.04.100 FOR DETAILS)
8. BAAQMD
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CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY
NON -CITY HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M.
ARE LIMITED TO WEEKDAYS AND
1. Any hidden conditions that require work to be performed beyond the scope of the building permit issued
_ SITE
for these plans may require further City approvals including review by the Planning commission.
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Park City, UT 94098
Ph: 415.819.0304
E-mail: TIM@FORM.O?EDESIGN.COM
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MECHANICAL NOTES, (RE -USE EXISTING FAU(S)
1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA
MECHANICAL CODE (CMC) AND ALL APPLICABLE
FEDERAL, STATE AND LOCAL CODES.
2. MECHANICAL CONTRACTOR TO ACCEPT SOLE
RESPONSIBILITY FOR PROPER DESIGN AND
INSTALLATION OF MECHANICAL SYSTEM. SEE
MECHANICAL DWGS. BY OTHER FOR SPECIFIC
INFORMATION.
3. MECHANICAL CONTRACTOR TO COORDINATE
WITH GENERAL CONTRACTOR TO DESIGN AND
INSTALL SUITABLE DISTRIBUTION SYSTEM PER TITLE 24.
MECH. CONTRACTOR TO FIELD VERIFY AND
DETERMINE SIZE AND CONFIGURATION OF DUCTS
AND REGISTER. SEE SHEET INDEX FOR LOCATION OF
TITLE 24 CONFORMANCE WORKSHEETS AND ENERGY
COMPLIANCE NOTES WITHIN THIS SET. HVAC DUCTS
LOCATED IN ATTIC SPACE SHALL BE PLACED AS CLOSE
TO PERIMETER AS POSSIBLE SO AS NOT TO INTERFERE
WITH USEABLE ATTIC STORAGE SPACE.
4. MECHANICAL LAYOUT SHOWN IS SCHEMATIC AND
IS SHOWN FOR DESIGN INTENT ONLY.
5. (IF NEEDED) PROVIDE COMBUSTION AIR SUPPLY TO
GAS FIRED APPLIANCES BY COMBUSTION AIR DUCTS
THROUGH ROOF PER CMC. VERIFY DUCT SIZE WITH
MANUFACTURER'S SPECIFICATIONS.
6. FURNACES OR BOILERS SHALL BE INSTALLED PER
MANUFACTURER'S SPECIFICATIONS AND SHALL MEET
THE REQUIREMENTS OF THE CMC.
7. PER CMC, COMBUSTION AIR DUCTS FROM THE
ATTIC SHALL BE LOCATED WITHIN THE UPPER AND
LOWER 12 INCHES OF THE ENCLOSURE. DUCTS
SHALL BE SEPARATE AND SHALL NOT BE OBSTRUCTED.
S. APPLIANCES DESIGNED TO BE FIXED IN POSITION
SHALL BE SECURELY FASTENED IN PLACE. SUPPORTS
FOR APPLIANCES SHALL BE DESIGNED AND
CONSTRUCTED TO SUSTAIN VERTICAL AND
HORIZONTAL LOADS AS REQUIRED BY CMC. WATER
HEATERS TO BE SECURED WITH A MINIMUM OF 2
STRAPS, ONE EACH TO BE LOCATED IN THE UPPER
AND LOWER THIRD OF THE UNIT.
9. UNDERCUT ALL INTERIOR DOORS (AS
APPROPRIATE) FOR AIR RETURN CIRCULATION TO
VENTS, TYPICAL OF INTERIOR CONDITIONED SPACES.
10. EXHAUST FANS IN LAUNDRY AND BATHROOMS
MUST CONNECT DIRECTLY TO THE OUTSIDE AND
PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR.
EXHAUST FAN VENTS MUST TERMINATE A MINIMUM
OF 3 FEET FROM ANY OPENINGS INTO THE BUILDING
AND BE PROVIDED WITH BACKDRAFT DAMPERS.
11. AT NEW FORCED AIR FURNACE INSTALLATIONS
PROVIDE 3' MIN. WORKING SPACE ALONG EACH
SIDE (WITH A TOTAL OF AT LEAST 12" ON BOTH
SIDES COMBINED), BACK AND TOP OF FURNACE.
12. INSTALLATION INSTRUCTIONS FOR ALL LISTED
EQUIPMENT SHALL BE PROVIDED TO THE FIELD
INSPECTOR AT TIME OF INSPECTION.
PLUMBING NOTES:
1. VERIFY ALL FIXTURE LOCATIONS WITH OWNER
PRIOR TO INSTALLATION.
2. ALL FIXTURES TO BE SELECTED AND (OR APPROVED)
BY OWNERS.
3. ALL NEW WATER CLOSETS SHALL BE 1.28
GALLON/FLUSH MAXIMUM.
4. (IF REQUIRED) NO DISHWASHER MACHINE SHALL
BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM
OR FOOD DISPOSER WITHOUT THE USE OF AN
APPROVED AIR GAP FITTING ON THE DISCHARGE
SIDE OF THE DISHWASHING MACHINE. LISTED AIR
GAPS SHALL BE INSTALLED WITH THE FLOOD LEVEL
MARKING AT OR ABOVE FLOOD LEVEL OF SINK OR
DRAIN BOARD, WHICHEVER IS HIGHER
5. (N) GAS ON DEMAND WATER HEATER OR EQ.
ELECTRICAL NOTES:
1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA
ELECTRIC CODE (CEC) AND ALL APPLICABLE FEDERAL,
STATE, AND LOCAL CODES AND ORDINANCES.
2. PER CEC, ALL ELECTRICAL RECEPTACLES INSTALLED
AT CRAWL SPACES AT OR BELOW GRADE, AND
OUTDOORS SHALL HAVE GROUND -FAULT
CIRCUIT -INTERRUPTER (G.F.C.I.) PROTECTION. ALL
RECEPTACLES LOCATED IN BATHROOMS SHALL HAVE
GROUND -FAULT CIRCUIT INTERRUPTER (G.F.I.)
PROTECTION.
3. SMOKE DETECTORS SHALL BE INSTALLED PER CRC.
A DETECTOR SHALL BE INSTALLED IN EACH SLEEPING
ROOM AND AT A POINT CENTRALLY LOCATED IN THE
CORRIDOR OR AREA GIVING ACCESS TO ROOMS
USED FOR SLEEPING PURPOSES. A DETECTOR SHALL
BE INSTALLED ON EACH LEVEL OF A MULTI -STORY
DWELLING, INCLUDING BASEMENT LEVELS. IN
SPLIT-LEVEL OR MULTI -LEVEL FLOORS, A SMOKE
DETECTOR SHALL BE INSTALLED ON THE UPPER LEVEL,
OR ON BOTH LEVELS IF THE LOWER LEVEL CONTAINS
SLEEPING AREAS. WHERE THE CEILING HEIGHT OF A
ROOM OPEN TO THE HALLWAY SERVING THE
BEDROOMS EXCEEDS THAT OF THE HALLWAY BY 24
INCHES, SMOKE DETECTORS SHALL BE INSTALLED IN
THE HALLWAY AND IN THE ADJACENT ROOM.
DETECTORS SHALL BE INSTALLED IN ACCORDANCE
WITH APPROVED MANUFACTURER'S INSTRUCTIONS.
WHEN THE VALUATION OF AN ADDITION OR REPAIR
EXCEEDS $1,000.00, OR WHEN ONE OR MORE
SLEEPING ROOMS ARE ADDED OR CREATED IN AN
EXISTING DWELLING, THE ENTIRE DWELLING SHALL BE
PROVIDED WITH SMOKE DETECTORS LOCATED AS
REQUIRED FOR NEW DWELLINGS. IN NEW
CONSTRUCTION, REQUIRED SMOKE DETECTORS
SHALL RECEIVE THEIR PRIMARY POWER FROM THE
BUILDING WIRING WHEN SUCH WIRING IS SERVED
FROM A COMMERCIAL SOURCE AND SHALL BE
EQUIPPED WITH A BATTERY BACKUP. THE DETECTOR
SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE
LOW. WIRING SHALL BE PERMANENT AND WITHOUT
A DISCONNECTING SWITCH OTHER THAN THOSE
REQUIRED FOR OVER CURRENT PROTECTION. SMOKE
DETECTORS MAY BE SOLELY BATTERY OPERATED
WHEN INSTALLED IN EXISTING BUILDINGS, OR IN
BUILDINGS WITHOUT COMMERCIAL POWER, OR IN
BUILDINGS WHICH UNDERGO ALTERATION, REPAIRS,
OR ADDITIONS REGULATED AS OUTLINED ABOVE.
A. TELEPHONE OUTLETS TO BE PREWIRED BY
SUBCONTRACTOR. CONTRACTOR TO COORDINATE
AS REQUIRED. VERIFY LOCATION OF ALL TELEPHONE
OUTLETS WITH OWNER PRIOR TO INSTALLATION.
5. ELECTRICAL OPENINGS (SWITCHES, RECEPTACLES,
ETC.) ON OPPOSITE SIDES OF FIRE RATED WALLS
SHALL BE MAINTAINED AT LEAST 24 INCHES APART.
6. PER CEC, RECEPTACLE SPACING SHALL NOT EXCEED
12 FEET MEASURED HORIZONTALLY ALONG THE
WALL
7. PER CEC, AT LEAST ONE WALL
SWITCH -CONTROLLED LIGHTING OUTLET SHALL BE
INSTALLED IN EVERY HABITABLE ROOM; IN
BATHROOMS, HALLWAYS, STAIRWAYS, ATTACHED
GARAGES, AND DETACHED GARAGES WITH
ELECTRICAL POWER, AND OUTDOOR ENTRANCES OR
EXITS.
8. PER CEC, LIGHTING FIXTURES LOCATED WITHIN
CLOTHES CLOSETS SHALL BE MOUNTED ON THE WALL
ABOVE THE DOOR OR ON THE CEILING. CLEARANCES
SHALL BE AS FOLLOWS:
A. SURFACE MOUNTED INCANDESCENT FIXTURES -
12 INCHES
B. SURFACE MOUNTED FLUORESCENT FIXTURES - 6
INCHES
9. ELECTRICAL CONTRACTOR RESPONSIBLE FOR
PROVIDING NECESSARY TEMPORARY POWER.
10. ELECTRICAL CONTRACTOR SHALL CONFIRM
ADEQUACY OF EXISTING ELECTRICAL SERVICE TO
PROPERTY. ELECTRICAL CONTRACTOR SHALL
DETERMINE AND ADD NEW MAIN AND/OR UPGRADE
AS REQUIRED TO PROVIDE FOR A 50% FUTURE
CURRENT CAPACITY INCREASE. ELECTRICAL SUB
PANEL TO BE SIZED TO PROVIDE 20% (OR 20),
WHICHEVER IS LESS, UNUSED (OPEN/SPARE)
BREAKERS. VERIFY LOCATION WITH OWNER AND
DESIGN PROFESSIONAL
11. VERIFY ANY AND ALL LANDSCAPE LIGHTING AND
SWITCHES WITH OWNER PRIOR TO INSTALLATION
OF ROUGH ELECTRICAL
12. ALL ELECTRICAL HANGING FIXTURES TO BE
SELECTED AND PURCHASED BY OWNER. VERIFY
EXACT LOCATIONS WITH OWNER PRIOR TO
INSTALLATION.
13. NA.
14. THIS DRAWING IS FOR LAYOUT PURPOSES ONLY.
NEW ELECTRICAL SHALL BE DESIGN -BUILD. NEW
ELECTRICAL WORK SHALL BE DESIGNED AND BUILT IN
ACCORDANCE WITH THE NATIONAL ELECTRIC CODE
AND APPLICABLE CODES, STANDARDS AND
REGULATIONS FOR BUILDING LIFE SAFETY,
EMERGENCY, EGRESS AND NIGHT LIGHTING.
ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR
OBTAINING SEPARATE PERMIT. ELECTRICAL
CONTRACTOR TO PROVIDE COMPLETE DESIGN -BUILD
ELECTRICAL SYSTEM AS REQUIRED TO PROVIDE THE
(NEW) SERVICE SHOWN (SCHEMATICALLY) ON THE
DRAWINGS.
2016 CAL GREEN REQUIREMENTS. (ALSO SEE
SHEET CG FOR GUIDELINES)
A. AUTOMATIC IRRIGATION SYSTEM CONTROLLERS
INSTALLED AT THE TIME OF FINAL INSPECTION SHALL
BE WEATHER -BASED (4.304.1)
B. PROTECT ANNULAR SPACES AROUND PIPES,
ELECTRICAL CABLES, CONDUITS OR OTHER OPENINGS
AT EXTERIOR WALLS AGAINST THE PASSAGE OF
RODENTS (4.406.1)
C. COVER DUCT OPENINGS AND OTHER RELATED AIR
DISTRIBUTION COMPONENT OPENINGS DURING
CONSTRUCTION (4.504.1.)
D. ADHESIVES, SEALANTS, AND CAULKS SHALL BE
COMPLIANT WITH VOC AND OTHER TOXIC
COMPOUND LIMITS. (4.504.2.1.)
E. PAINTS, STAINS, AND OTHER COATINGS, SHALL BE
COMPLIANT WITH VOC LIMITS. (4.504.2.2)
F. AEROSOL PAINTS AND COATINGS SHALL BE
COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS
FOR ROC AND OTHER TOXIC COMPOUNDS
(4.504.2.3.). VERIFICATION OF COMPLIANCE SHALL BE
PROVIDED.
G. CARPET AND CARPET SYSTEMS SHALL BE
COMPLIANT WITH VOC LIMITS (4.504.3) CARPET
CUSHION AND ADHESIVE ALSO MUST APPLY.
H. MINIMUM 80% OF FLOOR AREA RECEIVING
RESILIENT FLOORING SHALL COMPLY WITH SECTION
(4.504.4).
I. COMPOSITE WOOD PRODUCTS: PARTICLE BOARD,
MEDIUM DENSITY FIBERBOARD (MDF) AND
HARDWOOD PLYWOOD USED IN INTERIOR FINISH
SYSTEMS SHALL COMPLY WITH LOW FORMALDEHYDE
EMISSION STANDARDS. (4.504.5).
J. INSTALL CAPILLARY BREAK AND MIN. 6 MIL. VAPOR
RETARDAR AT 4" SLAB ON GRADE FOUNDATIONS
(4.505.2) + CRC R506.2.3.
K. CHECK MOISTURE CONTENT OF BUILDING
MATERIALS USED IN WALL AND FLOOR FRAMING
BEFORE ENCLOSURE, MAX. 19% MOISTURE CONTENT,
(4.505.3)
L VERIFICATION: DOCUMENTS WILL BE PROVIDED, AT
THE REQUEST OF THE BUILDING
DIVISION, TO VERIFY COMPLIANCE W/ VOC FINISH
MATERIALS PER CSG 4.504.2.4.
WaterPolkttion
Prevention Program Requirements for Architectural Copper
Protect water quality during Installation, cleaning, treating, and washing!
Copper from Buildings May Harm Aquatic Life
Copper can harts aquatic Ifie in San Francisco Bay. Water that comes
into contact with architectural copper may contribute to impacts,
especially during installation, cleaning, treating, or washing. Palmation
solutions that are used to obtain the desired shade of green or brown
typically contain acids. After treatment, when the copper is rinsed to
remove these acids, the rinse water Is a source of pollutants.
Municipalities prohibit discharges to the storm drain of water used in the -
installation, cleaning, treating and washing of architectural copper. t3ullding with copper Hashing,
gutter and drainpipe.
Use Best Management Practices (BMPs)
The following Best Management Practices (BMPs) must be implemented to prevent prohibited
discharges to storm drains.
During Installation
• If possible, purchase copper materials that have been pre-patinated at the factory.
• If patination is done on -site, Implement one or more of the following BMPs:
o Discharge the rinse water to landscaping. Ensure that the
rinse water does not flow to the street or storm drain.
Block off stone drain inlet If needed.
o Collect rinse water In a tank and pump to the sanitary _
sewer. Contact your local sanitary sewer agency before
discharging to the sanitary sewer.
o Collect the rinse water in a tank and haul off -site for
proper disposal.
• Consider coating the copper materials with an Impervious
coating that prevents further corrosion and runoff. This will Storm drain inlet is blocked to prevenf
also maintain the desired color for a longer time, requiting prohibited discharge. The watermust be
less maintenance. pumped and disposed ofpmpe*
During Maintenance
Implement the following BMPs during routine maintenance activities, such as power washing the roof,
re-patinatlon or re -application of impervious coating:
• Block storm drain inlets as needed to prevent runoff from entering storm drains.
• Discharge the wash water to landscaping or to the sanitary sewer (with permission from the local
sanitary sewer agency). If this is not an option, haul the wash water off -site for proper disposal.
Protect the Bay/Ocean and yourself]
If you are responsible for a discharge to the storm drain of non-
stormwater generated by installing, cleaning, treating or washing
copper architectural features, you are in violation of the municipal
stormwater ordinance and may be subject to a fine.
rn,e •m no, re..w rrm,• w.s s•,an
Contact Information
The San Mateo Countywide Water Pollution Prevention Program lists municipal stormwater contacts at
www.flowstobay.org (click on 'Business", then 'Now Development, then local Permitting agency").
FINAL February 29, 2012
REQUIREMENTS FOR ARCHITECTURAL COPPER ,
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2016 CALIFORNIA GREEN BUILDING CODE
RESIDENTIAL CHECKLIST
New residential buildings must be designed to include the Green Building mandatory
measures specified in this checklist These Green Building mandatory measures also
apply to additions or alterations of existing residential buildings where the addition or
alteration increases the buildings conditioned area, volume, or size. These requirements
apply only to the speck area of addition or alteration.
Building Permit Number: -
Site Address: 1453 BERNAL AVENUE
In the column labeled "Plan Reference"
Snveffv where Path A4micure ran hp found an the nMnc
Green Building Measure
Plan
Reference
SITE DEVELOPMENT 2016 CGC 64AN
A plan has been developed,and will be Implemented, to manage storm water drainage during
construction. CGC §4.106.2 & §4A06.3
A1.0 #6
ENERGY EFFICIENCY
-.. (2D16 CGC and the 2016 California Building Energy Efficiency Standards
2016 Energy Code performance compliance documentation must be provided in
8-1/2" X 11" format and must be replicated on the plans.
ME2.0 #35
Walls with 2 X 6 and larger framing require R-19 insulation §150.0 c 2
A2.0 #25
Hot water piping insulation §150.0 ') 2 A it
A2.0 #28
Lighting- new mandatory re ulrements for Indoor rooms. §150.0 k
A2.0 #29
Duct insulation (R-6) required §150.0 (m) 1
ME2.0 #38
Duct leakage testing-6%wfth air handler and 4%without air handler §150.0 (m) 11
ME2.0 #39
Return duct design/fan power, alrflow testing, and grill sizing requirements §350.0(m)13
ME2.0 #40
Water heating -120 volt receptacle < 3 ft., Cat III or IV vent, and gas supply line capacity
of at least 200,000 Btu / hour §150.0 (n)
ME2.0 #41
New third -party HERS verification for ventilation and Indoor air quality §150.0 (o)
ME2.0 #42
New mandatory U-factor (0.58) for fenestration and skylights §150.0 ()
A2.0 #24
Classification of High & Low efficacy light sources. Table 150.A 2016 CEC
ME2.0 #43
Refrigerant charge verification for ducted package units, mini -splits, and other units
§150.1(c) 7
ME2.0 #44
Radiant barrier now required In Climate Zone 3 §150.1(c) 2
A2.0 #30
Reduce U-factor (0.32) and SHGC (0.25) for high performance windows §150.1 (c) 3 A
A2.0 #31
Green Building Measure
Plan
Reference
WATER EFFICIENCY AND CONSERVATION IMS CGC 14.3
Plumbing fixtures (water closets and urinals) will comply with the following:
1. The effective flush volume of all water closets will not exceed 1.28 I ga / flush
A2.0 #5 1
2016 CGC §4.303.1.1
2. The effective flush volume of urinals will not exceed 0.5 al/ flush. 2016 CGC§4.303.1.2
A2.0#5.2
The fittings for faucets and showerheads will have all required standards listed on the plans;
A2.0 #22
1.2 GPM for faucets and 2.0 GPM for showers. 2016 CGC §4.303.1.3 and 2016 CGC §4.303.1A.1
An automatic irrigation system controller for landscaping will be provided by the builder and
installed at the time of final inspection. 2016 CGC §4.304.1
T1.0 #1
ENHANCED DURABILITY AND REDUCED MAINTENANCE (2016 CGC §4.406
Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at
exterior walls will be rodent -proofed by closing such openings with cement mortar, concrete
A2.0 #33
masonry, or similar method acceptable to the enforcing agency. 2016 CGC §4.406.1
CONSTRUCTION WASTE REDUCTION, DISPOSAL, AND RECYCLING (2016 CGC 14.40B)
A minimum of 60% of the non -hazardous construction and demolition waste generated at the site
will be diverted to an offslte recycle, diversion, or salvage facility per 2016 CGC §4.408
T1.0 #2
BUILDING MAINTENANCE AND OPERATION 2016 CGC 14.410
An operation and maintenance manual will be provided to the building occupant or owner. 2016
CGC §4.410.1
T1.0 #3
FIREPLACES 2016 CGC:14T.503
Any gas fireplaces will be direct -vent, sealed -combustible type. 2016 CGC§4.503.1
A2.0#23
Any wood stove or pellet stove will Comply with US EPA Phase II emission limits.
2016 CGC §4.503.1
A2.0 #26
POLLUTANT CONTROL CGC§4.504
At the time of rough installation, during storage on the construction site, and until final startup
of the heating, cooling and ventilating equipment, all duct and other related air distribution
T1.0#5
components openings will be covered with tape, plastic, sheet metals, or other methods
acceptable to the enforcing agency to reduce the amount of water, dust, or debris that may
enter the system. 2016 CGC §4.504.1
Adhesives, sealants, and caulks used on the project shall follow local and regional air pollution
or air quality management district standards. 2MIS CGC §4.504.2.1
Paints and Coatings will comply with VOC limits per CGC §4.504.2.2
A9.0 # 1
Aerosol paints and coatings will meet the Product -weighted MIR limits for ROC and other
2I116 CGC§4.504.2.3
A9.0#6
-requirements.
Documentation provided verifies Compliance with VOC finish materials. 2013 CGC §4504.2.4
A9.0 #2
Carpet system installed In the building Interior will meet the testing and product requirements
found in the 2016 California Green Building Code. W16 CGC §4.504.3
A9.0 #3
Where resilient flooring is Installed, at least 80%of the floor area receiving resilient flooring will
comply with the California Green Building Code requirements. 2016 CGC §4.504.4
A9.0 #4
Hardwood plywood, particleboard, and medium density fiberboard composite wood products
used on the interior and extericrof the building will complywith the low formaldehyde emission
A9.0#5
standards. 2016 CGC §4.504.5
2
Green Building Measure
Plan
Reference
INTERIOR MOISTURE CONTROL (2016 CGC 14.505
A capillary break will be installed if a slab on grade foundation system is used. The use cifa 4'thick
base of%* or larger clean aggregate under a 6 mil vapor retarderwith joint lapped not less than
A2.0#20
6" will be provided unless an engineered design has been submitted and approved by the Building
Division. 2016 CGC §4.505.2 and California Residential Code (CRC) §R506.2.3
Building materials with visible signs of water damage will not be Installed. Wall and floor
framing will not be enclosed when the framing members exceed 19%moisture content.
Moisture contentwill be verified priorto finish material being applied. 2016 CGC§4.505.3
A2.0#21
INDOOR AIR QUALITY AND EXHAUST 2016 CGC 44.506
Exhaust fans that are ENERGY STAR-compllant, ducted and that terminate outside the building
will be provided in every bathroom. 2016 CGC §4.506.1
ME2.0 #49
Unless functioning as a Component of a whole -house ventilation system, fans must be
controtled by a humidistat. 2016 CGC §4.506.1
ENVIRONMENTAL COMFORT CGC
The heating and air-conditioning system will be sized, designed and have their equipment
selected using the following methods:
ME 2.0 #51
1. HeatLoss/Heat Gain values In accordance with ANSI/ACCA2 Manual l-2011 or equal;
2. Duct systems are sized according to ANSI/ACCA 1, Manual D-2014 or equivalent;
3. Select heating and cooling equipment in accordance with ANSI/ACCA 3, Manual S-2014or
equivalent. 2016 CGC §4.507
' . INSTALLER SPECIAL INSPECTOR QUALIFICATION 2016 CGC 1702
HVAC system installers will be trained and certified in the proper installation of HVAC
systems and equipment by a recognized training/certification program. 2026 CGC §702.1
ME 2.0 # 2
VERIFICATION (2D16 CGC 1703
Upon request, verification ofcompllancewith this code may Include Construction documents, plans,
specifications, builder or Installer certification, inspection reports, orather methods acceptable to
T1.0#4
the Building Division that will show substantial Conformance with the 2016 code requirements.
2016 CGC §703.1
Responsible Designers DadanUon statement
Contractor's DetdareNun Stitameltt
I hereby certify that this project has been designed to
I hereby certify, as the builder or installer, under permit
meet the requirements of the 2016 Green Building
listed herein, that this project will be constructed to
Code.
meet the requirements of the 2016 Green Building Code.
Name: TIM RADUENZ - FORM+ONE
Name:
Addre554843 SILVER SPRINGS DRIVE
Address:
City/State/Zip �Ty, UT 84098
City/StatelbP Code
Signature:
Signature:
Date:5/28/19
Date:
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SAN MATEO COUNTYWIDE
Water Pollution
Prevention Program
Clean Water. Healthy Community.
Construction Best Management Practices (BMPs)
Construction projects are required to implement the stormwater best management practices (BMP) on this page, as
Materials & Waste Management
Non -Hazardous Materials
❑ Berm and cover stockpiles of sand, dirt or other construction material
with tarps when rain is forecast or if not actively being used within
14 days.
❑ Use (but don't overuse) reclaimed water for dust control.
Hazardous Materials
❑ Label all hazardous materials and hazardous wastes (such as
pesticides, paints, thinners, solvents, fuel, oil, and antifreeze) in
accordance with city, county, state and federal regulations.
❑ Store hazardous materials and wastes in water tight containers, store
in appropriate secondary containment, and cover them at the end of
every work day or during wet weather or when rain is forecast.
❑ 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.
❑ Arrange for appropriate disposal of all hazardous wastes.
Waste Management
❑ Cover waste disposal containers securely with tarps at the end of
every work day and during wet weather.
❑ Check waste disposal containers frequently for leaks and to make
sure they are not overfilled. Never hose down a dumpster on the
construction site.
❑ Clean or replace portable toilets, and inspect them frequently for
leaks and spills.
❑ Dispose of all wastes and debris properly. Recycle materials and
wastes that can be recycled (such as asphalt, concrete, aggregate base
materials, wood, gyp board, pipe, etc.)
❑ Dispose of liquid residues from paints, thinners, solvents, glues, and
cleaning fluids as hazardous waste.
Construction Entrances and Perimeter
❑ Establish and maintain effective perimeter controls and stabilize all
construction entrances and exits to sufficiently control erosion and
sediment discharges from site and tracking off site.
❑ Sweep or vacuum any street tracking immediately and secure
sediment source to prevent further tracking. Never hose down streets
to clean up tracking.
they apply to your project, all year long.
Equipment Management & Earthmoving Paving/Asphalt Work
Spill Control
Maintenance and Parking
❑ Designate an area, fitted with appropriate BMPs, for
vehicle and equipment parking and storage.
❑ Perform major maintenance, repair jobs, and vehicle
and equipment washing off site.
❑ If refueling or vehicle maintenance must be done
onsite, work in a bermed area away from storm drains
and over a drip pan or drop cloths big enough to collect
fluids. Recycle or dispose of fluids as hazardous waste.
❑ If vehicle or equipment cleaning must be done onsite,
clean with water only in a bermed area that will not
allow rinse water to run into gutters, streets, storm
drains, or surface waters.
❑ Do not clean vehicle or equipment onsite using soaps,
solvents, degreasers, or steam cleaning equipment.
Spill Prevention and Control
❑ Keep spill cleanup materials (e.g., rags, absorbents and
cat litter) available at the construction site at all times.
❑ Inspect vehicles and equipment frequently for and
repair leaks promptly. Use drip pans to catch leaks
until repairs are made.
❑ Clean up spills or leaks immediately and dispose of
cleanup materials properly.
❑ Do not hose down surfaces where fluids have spilled.
Use dry cleanup methods (absorbent materials, cat
litter, and/or rags).
❑ Sweep up spilled dry materials immediately. Do not
try to wash them away with water, or bury them.
❑ Clean up spills on dirt areas by digging up and
properly disposing of contaminated soil.
❑ Report significant spills immediately. You are required
by law to report all significant releases of hazardous
materials, including oil. To report a spill: 1) Dial 911
or your local emergency response number, 2) Call the
Governor's Office of Emergency Services Warning
Center, (800) 852-7550 (24 hours).
❑ Schedule grading and excavation work
during dry weather.
❑ Stabilize all denuded areas, install and
maintain temporary erosion controls (such
as erosion control fabric or bonded fiber
matrix) until vegetation is established.
❑ Remove existing vegetation only when
absolutely necessary, and seed or plant
vegetation for erosion control on slopes
or where construction is not immediately
planned.
❑ Prevent sediment from migrating offsite
and protect storm drain inlets, gutters,
ditches, and drainage courses by installing
and maintaining appropriate BMPs, such
as fiber rolls, silt fences, sediment basins,
gravel bags, berms, etc.
❑ Keep excavated soil on site and transfer it
to dump trucks on site, not in the streets.
Contaminated Soils
❑ If any of the following conditions are
observed, test for contamination and
contact the Regional Water Quality
Control Board:
- Unusual soil conditions, discoloration,
or odor.
- Abandoned underground tanks.
- Abandoned wells
- Buried barrels, debris, or trash.
❑ Avoid paving and seal coating in wet
weather or when rain is forecast, to
prevent materials that have not cured
from contacting stormwater runoff.
❑ Cover storm drain inlets and manholes
when applying seal coat, tack coat, slurry
seal, fog seal, etc.
❑ Collect and recycle or appropriately
dispose of excess abrasive gravel or sand.
Do NOT sweep or wash it into gutters.
❑ Do not use water to wash down fresh
asphalt concrete pavement.
Sawcutting & Asphalt/Concrete Removal
❑ Protect nearby storm drain inlets when
saw cutting. Use filter fabric, catch basin
inlet filters, or gravel bags to keep slurry
out of the storm drain system.
❑ Shovel, abosorb, or vacuum saw -cut
slurry and dispose of all waste as soon
as you are finished in one location or at
the end of each work day (whichever is
sooner!).
❑ If sawcut slurry enters a catch basin, clean
it up immediately.
Concrete, Grout & Mortar
Application
❑ Store concrete, grout, and mortar away
from storm drains or waterways, and on
pallets under cover to protect them from
min, runoff, and wind.
❑ Wash out concrete equipmentitrucks
offsite or in a designated washout
area, where the water will flow into a
temporary waste pit, and in a manner
that will prevent leaching into the
underlying soil or onto surrounding areas.
Let concrete harden and dispose of as
garbage.
❑ When washing exposed aggregate,
prevent washwater from entering storm
drains. Block any inlets and vacuum
gutters, hose washwater onto dirt areas, or
drain onto a bermed surface to be pumped
and disposed of properly.
❑ Protect stockpiled landscaping materials
from wind and rain by storing them under
tarps all year-round.
❑ Stack bagged material on pallets and
undercover.
❑ Discontinue application of any erodible
landscape material within 2 days before a
forecast rain event or during wet weather.
Painting & Paint Removal
Painting Cleanup and Removal
❑ Never clean brushes or rinse paint
containers into a street, gutter, storm
drain, or stream.
❑ For water -based paints, paint out brushes
to the extent possible, and rinse into a
drain that goes to the sanitary sewer.
Never pour paint down a storm drain.
❑ For oil -based paints, paint out brushes to
the extent possible and clean with thinner
or solvent in a proper container. Filter and
reuse thinners and solvents. Dispose of
excess liquids as hazardous waste.
❑ Paint chips and dust from non -hazardous
dry stripping and sand blasting may be
swept up or collected in plastic drop
cloths and disposed ofas trash.
❑ Chemical paint stripping residue and chips
and dust from marine paints or paints
containing lead, mercury, or tributyltin
must be disposed of as hazardous waste.
Lead based paint removal requires a state -
certified contractor.
Dewatering
❑ Discharges of groundwater or captured
runoff from dewatering operations must
be properly managed and disposed. When
possible send dewatering discharge to
landscaped area or sanitary sewer. If
discharging to the sanitary sewer call your
local wastewater treatment plant.
❑ Divert run-on water from offsite away
from all disturbed areas.
❑ When dewatering, notify and obtain
approval from the local municipality
before discharging water to a street gutter
or storm drain. Filtration or diversion
through a basin, tank, or sediment trap
may be required.
❑ In areas of known or suspected
contamination, call your local agency to
determine whether the ground water must
be tested. Pumped groundwater may need
to be collected and hauled off -site for
treatment and proper disposal.
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COMPLETE FAR
APN = 028-044.OW
LOT SIZE: 5,997 SD. FT.
FAR = (LOT SIZE X .32) + 1,100 = MAX LOT COVERAGE
(5,997X.32)+1,100=3,019.00SQ.FT.
' 100 SQ.FT. ALLOWED FOR COVERED PORCH
'•400 SQ.FT. ALLOWED FOR DETACHED GARAGE
LOT COVERAGE = LOT SIZE X A0 = MAX LOT
= 5,997 X.40 = 2,398.00 SQ. FT.
LOCATION
FAR
LOT COVERAGE
SQ. FT.:
SO. FT.:
REMARKS:
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A.
22.5
22.5
B.
788
788
C.
794
794
D.
50.75
60,75
CPI.
2.59
•100 SQ.FT. ALLOWED FOR COVERED PORCH
CP2
96
• 100 SQ.FT. ALLOWED FOR COVERED PORCH
FP1.
5.69
FIREPLACE
FP2
4m96
FIREPLACE
E.
10.98
F.
10.98
G.
401
FLOOR AREA CALC. 2
(SECOND FLOOR) Scale: 1/4" = T-0" lzR
0-
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279
8
I.
198.75
J.
433
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22.87
L
4.9E
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'• 400 SQ.FT. ALLOWED FOR DETACHED GARAGI
6
O
3,017
3,019 MAX ALLOWABLE SQ. FT.
FAR TOTAL
SQ.FT.*100
SG.FT. ALLOWED FOR COVERED PORCH
'•400 SG.FT. ALLOWED FOR DETACHED GARAGE
LOT COVERAGE TOTAL
2161
SQ.FT.
2,398 MAX ALLOWABLE LOT COVERAGE
:AR CALCULATION
FIRST FLOOR:
A: 9-U' x 7-6' 22.5 SO. FT.
8: 24-7 i0 x 37-U"= 788 SQ. FT.
C: 274 12" x 34•4"= 794 SO. FT.
D. 3'E" x 14'-& = 50.75 SQ. FT.
CPI: 1'-5" x V-10"=2.59 SQ. FT, (-2.59 SQ. FT. COVERED PORCH)
CP2 18'-0 V2' x 6496 SO. FT. (-96 SQ. FT. COVERED PORCH)
FP1: T-4" x 4'-7'= 5.69 50. FT. (NO CONDTIONED)
FP2: 1'-7' x 4'J"= 4.96 SQ. FT. (NO CONDITIONED)
FIRST FLOOR TOTAL SQ. FT.=1.655.27 SO. FT.
SECOND FLOOR:
E I l" x 17-a' 10.98 SQ. F7.
F: 11" x 17-0'=10.98 SQ. FT.
G: 14'-41T2' x 29'-10'= 401 SQ. FT.
H: ", x 3l'-0- 279 SO. FT.
I: 6'-71I2" x W-Y'=198.75 SQ. FT.
J: 1SS 12" x 28'-U-- 433 SQ. FT.
K: 7-61/7' x 9'-0"= 22.87 SO. FT.
L 7.71/2" x T-101/2" = 4.96 SQ. FT.
SECOND FLOOR TOTAL SQ. FT.-1,301.54 SO, FT.
GARAGE:
GR: 18-0' x 22-U'= 396 SQ. FT.
OARAOE TOTAL SO. FT. = 396 SQ. FT.
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(GARAGE) Scale: 1/4"=V-a' FAR
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4843 SILVER SPRINGS DRIVE
Park City, UT 84098
Ph: 415.111.,304
E- ,I: TIM@ FORMONEDESIGN. CQ4
form+ one
DESIGN ■ PLANNING
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Scale: Sec NWIS
SSMH
RIM - 86.86
INV - 82.7'
(NOT SHOWN IN TRUE LOCATION)
- 257' SSMH TO SSMH
DL48SION NOTE
THE DIMENSIONED SETBACKS SHOW ARE MEASURED FROM THE STUCCO
OR SIDING.
G G G-(N55'04•W) G
N551OW48'W -
F�/4• IRON PIPE WITH
MUSHROOMED TOP, PLASTIC
PLUG 'LS 7701• AND TACK,
UP 063'. AT THE EASTERLY
CORNER OF LOT I2' PER
22 LLS 5
I I
I I
AAMCENT RESIDENCE
1) NO EASEMENTS ARE SHOWN ON THE THE RECORD SUBDIVISION MAP
OTHER THAN SHOWN ON THIS MAP, IF ANY.
2) NO TITLE REPORT WAS PROVIDED BY THE CLIENT AND NO
REPRESENTATION IS MADE BY B @ H SURVEYING. INC. AS TO THE
UaSTANCE OR NON - EXISTANCE OF ANY EASEMENTS.
I
I I
FOIID 3/4' l PIPE
WITH PLAsnc PLuc 'Ls nM-
AND TACK. UP 0.2' IN LARGE
HEDGE. AT THE NORTHERLY
CORNER OF LOT I2, PER
A
NSSTL4'oo'w -
BASIS OF BEARINGS
E
E
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L70SANG
BUILDING'
FLOOR
U�U/Q
r J
+ 10.32 +:
SET SYALL MAC CONCRETE
16
100.78
99.39
19
LOT 7
AREA - 5,997 SO. FT.
PORCH
COVERF L I L17
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as
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GARAGE
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ARAGE'= 101.71•\•
. CONCRETE.` ,
.51a
100.µ
1 m
a
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99.50 \ ryW.�OP,O' i 89.96
98.I1 e
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SSMH
RIM 102.95'
INV - 99.2'
q' PVC
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TNRESHOLD - 104.20'
LOT 6
0`�1 -
\ AREA 5,998 Sq. Fr
S�6 iG0.44
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p 100.26
FlWSHED FLOOR
100.16
•THRESHOLD-.104.03'
N55'"00-W 5%m
204.99' (2051 90 ?' 9,,,I 90'e'1T 6 n��e°1
-IN
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SET SCRM
CROSS
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-I�
BERNAL AVENUE
I
I (60• R/W) FOUND CHISLLD GRo55 ON TOP
OF CURB. PER 12 LLS 60
FOUND 3/4' IRON PIPE WITH PLASTIC TW- �Y--A98.25'PIPE WITH
PLUG •PLS 6163• AND TACK. UP O.X FOUND PLASTIC
PLUGENCE FOUND T PUASM PLUG'R E BOUNDARY AND
NO REFERENCE FOUND I ^ I z AND UNORTHERLY, PER G
(\\ p;, 12 � 60 TOPOGRAPHIC SURVEY
`ri gL' W1
SSS'W'00'E 99.E I N65'W'00'W 99\\`� 90� NSSW'00'W SSS'04'00'E 91.
sa05 - - - - soon - - ye - - 50.12' - - LOTS 6 AND 7, BLOCK 45
(501 (501 e�' +S61N (501 S34le 'MAP OF THE EASTON ADDITION TO BURLINGAME NO. 4'
s..56'W 0.09 To 1� VOLUME 4 OF MAPS AT PAGE 57
3 To PIPE 70 TAG ASSESSOR'S PARCEL NUMBER: 026-044-060 do 070
N 5 6 1 0 (1457 do 1453 BERNAL AVENUE)
0 � b BURUNGAME SAN MATEO COUNTY CALIFORNIA
GRAPHIC SCALE ( SCALE: 1' = 10' MAY, 2019
0 4 g 14 >o ti �. 5 B S H SURVEYING, INC.
I I I I ti I ��YM
( LN rm) I I I I '� 2 I 90I NALTE A 94002
1 I-h = 10 IL OFFICE
(T CA 7-159
aFFICE (ex) 637-1590
3/4' IRON PIPE WITH
4i
qo`' 10.
Ipi oN_N4, •32
IOI.o1 : 19?0Inco
'fvRC
NIP
-0/H-v/N 0/Hv�..C/II 0/II 0/1H�
RIM = 104.63 &--+`-SS SS SS SS SS
G T c c G _ c G _ c_ G-
IRON PIPE VAIN
G 'ROE 2OWr
)OWN OX UTn
CE FOUND
CTION OF SIDE LOT LINE m?
,N o.
I I
I I
SIDEWALK
II)P �!I'
^AFHi E/H-
ACKS
1401
409
END - NOT USED
26.8'
1413
20.9'
1417
24.4'
1421
1425
215'
19.9,
/429
24.0'
1433
1437
20.5'
25.7•
1µ1
24.5'
lµ9
21C
1465
927 (HIGHEST - NOT USED)
1457 24.9
1461 22.6'
1.5 25.1'
1489 15.2(LOWEST - NOT USED)
1473 27.8'
1477 END - NOT USED
AVERAGE 23.9'
FOUND 3/4 IRON PNE
WITH PLASTIC PLUG
'RCE 20658' AND TACK.
UP 0.1', NO REFERENCE FOUND
1
N55941!O W q°+,
49.9W -
(501
� ,Lk
E CAI ®q6 E
E /1
BOUNDARY NOTE:
MONUMENTS WILL BE SET AT THE PROPERTY CORNERS
AND A RECORD OF SURVEY OR CORNER RECORD WILL
BE FILED WITH THE COUNTY OF SAN MATEO.
BABA OF ELEVATIONS
ELEVATIONS ARE BASED UPON AN ASSUMED DATUM.
TBM: FOUND CHISLED CROSS ON TOP OF A CONCRETE CURB ALONG
BERNAL AVENUE, AS SHOWN.
ELEVATION - 18.25'
THE BEARING N55TI4'WW BETWEEN TWO FOUND IRON PIPES ON
THE SOUTHWESTERLY LINE OF BERNAL AVENUE, ASSUMED SET PER
THAT CERTAIN SUBDIVISION MAP FILED IN VOLUME 4 OF MAPS AT
PAGE 57. $AN MATEO COUNTY RECORDS, WAS USED AS THE BASIS
OF BEARINGS FOR THIS SURVEY.
AaNAJ FOUND IRON PIPE AS NOTED
X FOUND 1-1 /4• BRASS TAG •RCE 20858• AND NAG NAIL
AT BACK OI" CONCRETE WALK ASS1MF0 Pm 19 Ic Rn
A C
ASPHALTIC CONCRETE
B
CB
BACK OF WALK
CATCH BASIN
CIP
CAST IRON PIPE
CMP
CONIC
CORRUGATED METAL PIPE
CONCRETE
CO
CLEAN -OUT
01
DROP INLET
EM
FD
FOUND C METER
FF
FINISHED FLOOR
FL
FLOW LINE
FH
GA
FIRE HYDRANT
GUY ANCHOR
GM
GAS METER
MCR
HHAANDICM RAMP
INV.
IP
INVERT
IRON PIPE
JP
JOINT POLE
LAT.
LATERAL
LG
O/H
UP OF GUTTER
OVERHEAD
P.U.E.
PUBUC UTILITIES EASEMENT
RCP
RET. WALL
REINFORCED CONCRETE PIPE
RETAINING WALL
R/W RIGHT OF WAY
SSCO SANITARY SEWER CLEAN -GUT
SSMH SANITARY SEWER MANHOLE
so
MH STORM DRAIN MANHOLE
TBC
t
TOP BACK OF CURB
TOP OF WALL
/G
UNDERGROUND
VCP
VITRIFI CLAY PIPE
WV
WM
WATERED
WATER VAMETLEVER BOX
-CTV-
CABLE TELEVISION LINE
-E-
-C-
ELECTRICAL LINE
GAS LINE
-SS-
SANITARY SEWER LINE
-SD-
-T-
STORM DRAIN LINE
TELEPHONE LINE
-W-
WATER LINE
Ll[IV] I
THE UTILITIES EXISTING ON THE SURFACE AND SHOWN ON THIS
DRAWING HAVE BEEN LOCATED BY FIELD SURVEY. ALL UNDERGROUND
UTILITIES SHOWN ON THIS DRAWING ARE FROM RECORDS OF THE
VARIOUS UTILITY COMPANIES AND THE SURVEYOR DOES NOT ASSUME
RESPONSIBILITY FOR THEIR COMPLETENESS, INDICATED LOCATION, OR
SIZE RECORD UTILITY LOCATION SHOULD BE CONFIRMED BY EXPOSING
THE UTILITY.
LS 7551' AND TACK
N56g4'00'W
49.9r
(SO')
3
i
L
B L O C K 4 6
sy�0 LAND S(,9`
f
VAYNE
S
7701
p 12-31-21-29
OF CAU
JOB: 7391-19
DWG` 73M-FIN
BY: N.N.
GENERAL NOTES & SCOPE
1. PROTECT ALL EXISTING TREES DURING CONSTRUCTION, CONSULT
ARBORIST AS REQUIRED.
2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM
BASE OF TREE MAY BE REMOVED WITHOUT A PROTECTED TREE PERMIT
FROM THE PARKS DIVISION (558-7330) NO TREES ARE TO BE REMOVED
FOR THIS PROJECT.
3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED
SINCE LANDSCAPE WILL NOT BE REHABILITATED AS NOTED ON PLANS.
4. A PLAN HAS BEEN DEVELOPED, AND WILL BE IMPLEMENTED, TO
MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. CGC
4.106.2 & CGC 4.106.3
5. (N) A/C EQUIPMENT SHALL NOT EXCEED A MAXIMUM OUTDOOR
NOISE LEVEL OF 60 DBA DAYTIME (7AM-1 OPM OR DBA NIGHTTIME (10
PM-7 AM) AS MEASURED FROM THE PROPERTY LINE PER BURLINGAME
MUNICIPAL ZONING CODE 25.58.050.
6. WHERE THE PROPERTY LINE IS LESS THAN 10 FEET FROM THE
EXISTING TERMINAL OF ANY NEWLY INSTALLED OR REPLACEMENT
HIGH EFFICIENCY MECHANICAL EQUIPMENT THE PIPE SIZE OF THE FINAL
10 FEET OF ANY TERMINAL MUST BE INCREASED TO 3 INCHES OR, AS
AN ALTERNATIVE, MANUFACTURER- APPROVED BAFFLES MUST BE
INSTALLED. (ORD. 1856 § 7, (2010); ORD. 1889 §, (2013)
7. IF GRADING PERMIT IS REQUIRED, IT WILL BE OBTAINED FROM THE
DEPARTMENT OF PUBLIC WORKS.
STREET TREES
1. PROTECT ALL STREET TREES DURING CONSTRUCTION
1 PUBLIC WORKS NOTES
1. A REMOVE/REPLACE UTILITIES ENCHROACHMENT PERMIT IS REQUIRED TO (1) REPLACE ALL
CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE, (2) PLUG ALL EXISTING SANITARY
SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL, (3) ALL WATER LINE
CONNECTIONS TO CITY WATER MAINS FOR SERVICES OF FIRE UNE ARE TO BE INSTALLED PER
=CITY STANDARD PROCEDURES AND SPECIFICATION. (4) AND OTHER UNDERGROUND UTILITY
WORKS WITHIN CITY'S RIGHT -OF WAY.
2. GRADING PERMIT, IF REQUIRED WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC
WORKS.
STORMWATER CHECKLIST NOTES
1. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS AND USE RAINWATER FOR IRRIGATION OR
OTHER NON -POTABLE USE.
2. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS.
3. DIRECT RUNOFF FROM DRIVEWAY D S AND/OR UNCOVERED
COVERED PARKING LOTS ONTO VEGETATED AREAS.
4. CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES.
5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE -BASED DETENTION.
6. PROTECT SENSITIVE AREAS, INCLUDING WETLAND AND RIPARIAN AREAS, AND MINIMIZE CHANGES TO
THE NATURAL TOPOGRAPHY.
7. MARK ON SITE INLETS WITH THE WORDS "NO DUMPING, FLOWS TO BAY" OR EQUIVALENT.
8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIES APPROPRIATE TO THE
SITE. INCLUDE PLANTS THAT ARE PEST- AND/OR DISEASE -RESISTANT, DROUGHT -TOLERANT, AND/OR
ATTRACT BENEFICIAL INSECTS (C) MINIMIZE USE OF PESTICIDES AND QUICK -RELEASE FERTILIZERS.
9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY SEWER.
10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT EROSION
CONTROLS ARE ESTABLISHED.
11. DELINEATE WITH FIELD MARKERS THE FOLLOWING AREAS, CLEARING LIMITS, EASEMENTS, SETBACKS,
SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED AND RETAINED, DRAINAGE
COURSES.
12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWING, (A)
CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS, INCLUDE
INSPECTION FREQUENCY; (B) METHODS AND SCHEDULE FOR GRADING, EXCAVATION, FILLING, CLEARING
OF VEGETATION, AND STORAGE AND DISPOSAL OF EXCAVATED OR CLEARED MATERIAL, (C)
SPECIFICATIONS FOR VEGETATIVE COVER & MULCH, INCLUDE METHODS AND SCHEDULES FOR PLANTING
AND FERTILIZATION (D) PROVISIONS FOR TEMPORARY AND OR PERMANENT IRRIGATION
13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER
14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND OBTAIN
ALL NECESSARY PERMITS.
15. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G. BERMS,
SLICKS, FIBER ROLLS OR FILTERS)
16. TRAP SEDIMENT ON -SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN DIKES OR
BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERS FOR SOIL STOCK PILES,
ETC.
17. DIVERT ON -SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-STE RUNOFF AROUND THE SITE (E.G
SWALES AND DIKES)
18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION IMPACTS USING
VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES,MULCHING OR OTHER MEASURES AS
APPROPRIATE
19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS.
20. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON -SITE, EXCEPT IN A DESIGNATED AREA
WHERE WASHWATER IS CONTAINED AND TREATED.
21. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO PREVENT
CONTACT WITH STORMWATER.
22. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL EMPLOYEES/SUBCONTRACTORS RE,
CONSTRUCTION BMP'S.
23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING PAVEMENT
CUTTINGWASTES,PAINTS,CONCRETE, PETROLEUM PRODUCTS,CHEMICALS,WASHWATEROR SEDIMENTS,
RINSE WATER FROM ARCHITECTURAL COPPER, AND NON-STORMWATER DISCHARGES TO STORM DRAINS
AND WATERCOURSES.
SSMH
RRA : 88.86
INV 8ZY
(NOT SHOWN IN TRUE LOCATION)
r SSAIH TO SSMH
G G
FOUND 3/4° IRON PIPE WITH
MUSHROOMED TOP, PLASTIC
PLUG 'LS 7701" AND TACK,
UP 0.S, AT THE EASTERLY
CORNER OF LOT 12, PER
22 LLS 5
--O/11 „/H O/H O/H O/H 0/4--
SS SS SS SS SS-0 SS \
(N55_ G G-(205')_ 60 G `N- C
N55'04'48°W _ 20.. 02' W
LN,DR
ONE HOUR FIRE-RESRSTMl1 STALI I
RATED CONSTRUCTION FOR I
EAVES WITHIN 2-5 FEET FROM -(r
PROPERTY LINE1 -4WAY
t O�
'T RESIOENCE
lN) E REDWOOD FENCE, TYP.----
(HAPPY NEIGHBOR DESIGM I
COVERED
PORCH
I
I
IN) SKIS STEEL POST
(N) DRIVEWAY GATE
II
I
(E) WATER LINE TO BE -
ABANDONED, (E) LINE TO BE
!
BE CUT +CAPPED AT (E)
FOUND 3/4- IRON PIPE
/
MAIN CONNECTION AND
DISCONNECTED AT SERVICE
PATH PLASTIC PLUG °LS 7701'
SADDLE AT MAIN.
AND TACK, UP 0.2'IN LARGE
!
HEDGE, AT THE NORTHERLY
CORNER OF LOT 12. PER
22 LLS 5
IN) DRIVEWAY APPROACH-
X-7-1�
N55T)4'00"W
204,9V (20W) 'AA 0 94
9
BASIS OF BEARINGS
04�
E O/H E
FOUND 3/4° IRON PIPE PATH PLASTIC
PLUG °PLS 6163" AND TACK, UP 0.3'
NO REFERENCE FOUND
-O/H TBCaT.1 Q, E
ALL CURB. GUTTER, DRIVE
WAY AND SIDEWALK
FRONTING 817E TO BE
REPLACED
(E) WATER METER TO SE
REMOVED rI 03
i
SSMN
I
RW � f02.9b'
I
INv - Ina
" PVC
SET HUB & MAG
1 O 1 A L L
�/
-57-
E 534'S7'S9"W
-�
102.75 x
I
x
I
RIM
(N55T)"
N55'04'48"Wj
-G
►� (N55V4'W)
G moo"'-G-N55'04'48"W
G `-G
G G-
50.01� x1m.n
( 51r)/��OAK6p
102.14 0
S " IO3.63 (�
O 7oq o
FOUND 3/4' IRON PIPE PATH
BOA?0
ti,,,J
20°OAK Z%
PLASTIC PLUG °RCE 20858°
'4
TILI°1p
7P 05'
AND TACK, DOWN 0.4'
(N) LAWN
Tn
['
I
NO REFERENCE FOUND
AT 1' PROJECTION OF SIDE LOT LINE
0.0
6
�036
�REAR�SETILCK 15-0"
0?10
O I
L 0 T
7
Ib ?"
AREA = 5,997 SQ. FT.
N
(M SEWER LATERAL CLFANOUT
W I
101.71
" 10239
O
+
I
`
1 eB
O
a •ATE
o
iN
�'1
E,
7 SET HUB
07/g & MAG
70 x 102.97
N'
.;
O
1RNoT&RACE
'`
!0? Rs'+ 10,
(2
I
F.F.
"12 STORY
,t KS��DEINT�CE
X
G
( GAS M
(N1J) GAS METER
ALL ERISTING SANITARY SEWER LATERAL CONNECTIONS TO BE
PLUMED. IN) f LITERAL TO BE INSTALLED,
L 0 T 6
AREA = 5,998 SQ. FT.
D,
(N)FIRE11NDWATER LINES.ALL WATER LINE
MNNS FOR SERVICE OR FIRE LINE ARE TO BE INSTALLED PEfl DTI STANDARD
INSTALLED
PROCECURES AND SPECIFlCATNON, AND ANY OTHER UNDERGROUND UTILITY
II
I I
I I
WMNS N1114N CITYS PoOMT-0E-WI1Y.
Ol
I
E%TERIOR BEAfaNO VMlLB LESS TW W S FROM THE PROPERTY
Ar
I
LINE WILL BE BUILT OFOfElKA1R FlRE4iATED GI7NSTRlICTION.
ZOta CRC TABLE Ra0t.1 (1) § OR ZO1B CSC, TABLE a0t.
V
G
�
T
I
(N75 REDWOOD PATE TO REAR YAAD
� I
- MRI
OVERHEAD ELECT. LINE TO HOUSE
s
SN�fOVERED
F.F. 101'-0•
I
1� +
I
N gg +
+" N
4'.0" , CJD
+70j7
197.
AVERAGE FRONT
Id"
f, I ?
d)!!
, ?
00
SETBACK 23'-11'
�a t'T-
OV
I i ' 10 = 88.73 14P ,�9,5. 'G p1. ' 101.01 100 I9g9A
7.
p
it �4b -10
J'
.1� r . r aLealE w>< (M LAWN
yIII +�tfl 5 1
`I 99.67" ' I ,001 /006 -8 006a
!AA� RIE aAGDaow
�1 PREVFNIION UEVICE A�;59 �0'1
N55'04'00"W 50.00' I gg N55'04'00"W_ 50.00'
e906$ 9b�� 90'0. I 09q� eN-91� gA'0� - '.00' q95
CONCRETE 501` Rg'lb. - 9g61 OSSCRIBED 'L"A 9g JS SIPS SIDEWALK12
4Q
5
--- P,
IF 1i EbR14 ®98.7 E s IR g 1 P /I i lecw E "1.gP.A fAi� soo E
- - - 14-_-AI�"� "V 4Ti S9EI $iT 77125- R"6C"1'r
/ (F)DRIVEWAY- (M WATER METER
APPROACH TO BE
REMOVED
+V' C } 9Ia09 s IC'05
B E R N A L A V E N U E
(50' R/W)
FOUND 3/4' IRON PIPE WITH PLASTIC PLUG
BGT LS 7551° AND TACK, NO REFERENCE FOUND
K 4
FOUND 3/4' IRON PIPE
WITH PLASTIC PLUG
RCE 20aM" AND TACK,
UP 0.1', NO REFERENCE FOUND
_ N55D4'00'W
40.99'
_ (50')
E
y§13 "�00
PROPOSED SITE PLAN ,
Scale: l"= 10'-0" Al 0
FOUND CHISLED
OF CURB, PER 12
IBM: ELEV - 98.
10
^ Iz
�SIQ
8
B
D
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CD
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I
lb
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0
4843 SILVER SPRINGS DRIVE
PELk Cityy, UT 94098
Ph: 915.819.0304
E-mall: TIM@FORMONEDESIGN.COM
--'�va'
form+ one
DESIGN ■ PLANNING
e
(1) O
1 r-I $
1,4 Q O o
-
0 <u
2
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A1.0
Sheet
Scale: See Details
Kielty Arborist Services LLC
1453 & 1457 Bernal 5/22/19
(2)
Certified Arborist WE#0476A
P.O. Box 6187
Survey:
Tree# Species DBH CON
HT/SPComments
San Mateo, CA 94403
1 P London plane 15.5 40
5020 Fair to poor vigor, poor fort, suppressed by
650-515-9783
(Platanus x hispanica)
cedar tree #3, street tree.
May 22, 2019
2 P London plane 17.3 60
5020 Fair vigor, fair to poor form, limbs headed,
Tim Radunez
(Plaranus x hispanica)
street tree.
4843 Silver Springs Drive
Park City, Utah 84098
3P London plane 16.7 65
50/25 Fan vigor, fair form, street tree.
(Platanus x hispanica)
Site: 1453 & 1457 Bernal Avenue, Burlingame CA
4P Deodar cedar 42.9 75
80/25 Fair vigor, fair form, large tree on site.
Dear Mr. Radunez,
(Cedras dead—)
As requested on Monday, April 22, 2019, I visited the above site to inspect and comment on the
SP Magnolia 28.7 70
40/30 Fair vigor, fair form, next to driveway.
trees. A new home is proposed for each site, and your concern for the future health and safety of
(Magnolia gmndiom)
the trees has prompted this visit. No site plans have been reviewed Once made available they
6P Coast live oak 48.1 65
55/60 Good vigor, fair form, codarnmant at 5 feet,
should be sent to the Project Arborist for further review.
ercus a olio (Qu grij )
pruned on one side for utility line clearance,
Method:
heavy into property, well maintained
All inspections were made from the ground; the were not climbed for this inspection. The
through pruning in past, recommended to
trees in question were located on a map provided by you. The trees were then measured for
by asure
remove irrigation trader canopy and cable
diameter at 54 inches above ground level (DBH or diameter at breast height). The trees were
and prime where possible.
given a condition rating for fort and vitality. The trees condition rating is based on 50 percent
7•P Buckeye 20est 70
2520 Fair vigor, fair form, 3 feet from property
vitality and 50 percent form, using the following scale.
(Aesculus cafijornica)
line fence.
1 - 29 Very Poor
-
30 49 Poor
P-Indicates protected tree by city ordinance (15 inches diameter or street tree ojarry size)
50 - 69 Fair
'-Indicates tree on neighboring property
70 - 89 Good
90 - 100 Excellent
The height of the trees was measured using a Nikon Forestry 550 Hypsometer. The spread was
paced off. Comments and recommendations for fume maintenance are provided
1453 & 1457 Bernal 5/22/19 (5)
Tree Protection Plan:
Tree Protection Zones
Tree protection zones should be installed and maintained throughout the entire length of the
project. Prior to the commencement of any Development Project, a chain link fence shall be
installed at the drip line of any protected tree which will or will not be affected by the
construction. The drip line shall not be altered in my way so as to increase the encroachment of
the construction. Fencing for the protection zones should be 6 foot tall metal chain link type
supported my 2 inch metal poles pounded into the ground by no less than 2 feet. The support
poles should be spaced no more than 10 feet apart on center. Signs should be placed on fencing
signifying "Tree Protection Zone - Keep Out". No materials or equipment should be stored or
cleaned inside the tree protection zones. Excavation, grading, soil deposits, drainage and
leveling is prohibited within the tree protection zones. No wires, signs or ropes shall be attached
to the protected trees on site. Utility services and irrigation lines shall all be place outside of the
tree protection zones. On this site the entire street tree planting pits will need to be fenced off in
order to protect the street tree.
Inspections
The site arborist will need to verify that tree protection fencing has been installed before the start
of construction. The city of usually requires a letter stating the fencing is in place before any
permits are to be granted. The site arborist must inspect the site anytime excavation work is to
take place within 6 times the diameter of the protected tree on site. It is the contractors
responsibility to contact the site arbonst if excavation work is to take place within 6 times the
diameter of the protected trees on site. Kielty Arborist Services can be reached at
kkarboN476Qa yahoo.com or by phone at (650) 515-9783 (Kevin). All driveway demolition and
excavation must be inspected and documented.
Root Cutting and Grading
Any roots to be cut shall be monitored and documented. Large roots (2" in diameter or over) or
large masses of mots to be cut, must be inspected by the Project Arborist. The Project Arborist,
at this time, may recommend irrigation the root one m well as other mitigation measures when
needed. All roots needing to be cut should be cut clean with a saw or lopper. Roots to be left
exposed for a period of time should be covered with layers of burlap and kept moist to avoid root
desiccation. The existing grade underneath the dripline of the trees shall be retained when
possible. If to be changed the Project Arboriat must review and give mitigation measures.
Landscape Barrier zone
If for my reason a smaller tree protection zone is needed for access, a landscape buffer
consisting of wood chips spread to a depth of six inches with plywood or steel plates placed on
top will be placed where tree protection fencing is requited The landscape buffer will help to
reduce compaction to the unprotected root zone.
1453 & 1457 Bernal 522/19 (6)
Trenching and Exravadon
Trenching for irrigation, drainage, electrical or my other reason shall be done by hand when inside
the dripline of a protected tree. Hand digging and the careful placement of pipes below or besides
protected roots will significantly reduce root loss, thus reducing trauma to the tree. All trenches
shall be backfilled with native materials and compacted to near its original level, as soon as
possible. Trenches to be left open for a period of time, will require the covering of all exposed
roots with burlap and be kept moist. The trenches will also need to be covered with plywood to
help protect the exposed roots.
Irrigation
Normal irrigation should be maintained throughout the entire length of the project. The imparted
trees on this site will require irrigation during the warm season months. Some irrigation may be
required during the winter months depending on the seasonal rainfall. During the summer
months the trees on this site should receive heavy flood type irrigation 2 times a month. During
the fall and winter 1 time a month should suffice. Mulching the root zone of protected trees will
help the soil retain moisture, thus reducing water consumption.
The information included in this report is believed to be true and based on sound arborieultural
principles and practices.
1453 & 1457 Bernal 522/19 (3)
mmary:
of the trees surveyed on site are protected trees
city ordinance. The only tree in poor condition
. ndon plane street tree #1. This tree is heavily
Tressed by the large deodar cedar on #4. The
naming tress are in fair to good condition.
ignolia tree #5 will require significant dry
son irrigation to maintain a healthy canopy.
igation is recommended for this tree every 2
eks.
owing London plane street tree #1 under
copy of large cedar tree #4
Coast live oak tree #6 is located in the back of
the property near the property line. The tree
bas been pruned on one side for utility line
clearance. The constant pruning has made for
an off -balanced canopy, heavier into the
property. The tree has been well maintained
in the past through proper pruning (on the
property side). It is recommended to use
crown reduction pruning every 3 years on this
tree in order to keep the tree at its current size
and to reduce risk of a large branch failure.
Heavy limbs are also recommended to be
cabled where possible. All irrigation when
underneath the dripline of this tree is
recommended to be permanently suspended
Irrigation to native oak trees in the dry
summer months can significantly raise risk of
the oak tree developing an oak root fungus
disease. This tree is well located at the back -
property line fence. Excavation should stay as
far as possible from the tree.
Showing oak tree #6
1453 & 1457 Bernal 522/19 (7)
Kielty Arborist Services
P.O. Box 6187
San Mateo, CA 94403
650-515-9783
ARBORIST DISCLOSURE STATEMENT
Arborists are tree specialists who use their education, knowledge, training and experience
to examine trees, recommend measures to enhance the beauty and health of trees, and attempt to
reduce the risk of living near trees. Clients may choose to accept or disregard the
recommendations of the arborist, or seek additional advice.
Arborists cannot detect every condition that could possibly lead to the structural failure of
a tree. Trees etc living organisms that fail in ways we do not fully understand. Conditions are
often hidden within trees and below ground. Arborists cannot guarantee that a tree will be
healthy or safe under all circumstances, or for a specified period of time. Likewise, remedial
treatments, like a medicine, cannot be guaranteed.
Treatment, priming, and removal of trees may involve considerations beyond the scope of
the arbonst's services such as property boundaries, property ownership, site lines, disputes
between neighbors, landlord -tenant matters, etc. Arborists cannot take such issues into account
unless complete and accurate information is given to the arborist. The person hiring the arboriat
accepts full responsibility for authorizing the recommended treatment or remedial measures.
Trees can be managed but they cannot be controlled. To" nears tree Is to accept
some degree of risk. The only way to eliminate all risks is to eliminate all trees.
Arborist:
Kevin R. Kielty
Date: May 22, 2019
1453 & 1457 Bernal 5/22/19 (4)
Constrnctlon recommendations:
A site plan has not yet been made available for these sites. A new home on each site is proposed
Currently both sites share a driveway that is between the magnolia tree #5 and cedar tree #4.
The proposed driveway for the 1453 Bernal site is recommended to be placed in the same
location as the existing driveway to reduce impacts to both trees. If the driveway is to be placed
on the opposite side of the magnolia tree, then the magnolia tree should be removed, as
excavation would have a high impact on the tree's health and stability. The new driveway will
need to be constructed m close as possible to on top of grade. The existing driveway location
has likely discouraged root growth due to the compaction. Root growth is expected to be more
abundant in other areas than the existing driveway location. Driveway excavation should not be
greater than 6 inches below grade.
The driveway fur the home at 1457 Bernal is recommended to be placed on the opposite side of
the property w far from the cedar tree w possible. A new driveway on this property may require
the removal of a street tree. Home excavation for the 1457 Bernal site should be no closer to the
cedar tree than the existing home our site. The following tree protection plan will help to reduce
potential impacts to the retained trees our site. Once a site plan has been reviewed, the plan may
need to be emended.
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RELATED CODE REQUIREMENTS: (EGRESS)
I. EGRESS WINDOWS SHALL HAVE A MIN. NET CLEAR OPERABLE AREA
OF 5.7 SQUARE FEET.
2. THE MINIMUM NET CLEAR WIDTH DIMENSION SHALL BE 20'
3. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 2 r
RELATED CODE REQUIREMENTS: (BATHS) (CONT.):
PLUMBING:
- SHOWER MUST BE PROVIDED W1 TEMPERATURE CONTROL (ANITSCALO)
TYPE VALVE. TOILETS MUST HAVE A MIN, CLEAR SPACE OF 30' WIDE, & 24-
CLEAR SPACE IN FRONT. IF NEW, TOILETS MUST BE WATER CONSERVING
1.28 GALLON. SHOWER DOORS SHALL OPEN OUTWARD AND SHALL BE A
MIN. 22' WADE, THE SHOWERHEAD CANNOT DISCHARGE DIRECTLY AT
ENTRANCE ALL SHOWER COMPARTMENTS, REGARDLESS OF SHAPE,
MUST BE CAPABLE OF ENCOMPASSING A 3Q CIRCLE. JOB -FORMED
SHOWER PAN UNER MUST SLOPE t PER FOOT TO WEEP HOLES IN DRAIN,
AND BE INSPECTED UNDER TEST PRIOR TO COVERING.
RELATED CODE REQUIREMENTS: (BATHS) (CONT.):
BUILDING:
-SHOWER WALL SHALL BE FINISHED TO A HEIGHT 77 ABOVE THE
DRAIN INLET WITH MATERIAL THAT IS NOT AFFECTED BY MOISTURE.
GREEN BD. CANNOT BE USED AS A BACKER FOR MASTIC TILE WHERE IT
WILL BE EXPOSED TO SPLASHING WATER AND IS NOT ALLOWED ON
CEILINGS.
CEMENT BOARD WITH A MOISTURE BARRIER AND
CORROSION -RESISTANT FASTENERS IS AN APPROPRIATE BACKING
MATERIAL IN WET LOCATIONS. MIN. CEILING HEIGHT FOR ALL
BATHROOMS IS r-V. SAFETY GLAZING IS
REQUIRED FOR WINDOWS IN TUB OR SHOWER LOCATIONS WHERE THE
BOTTOM EDGE OF GLASS IS LESS THAN 5'4' ABOVE THE DRAIN. AS
PART OF REMODEL SMOKE DETECTORS WILL BE REQUIRED IN ALL
BEDROOMS, ADJOINING HALL, AND AT EACH LEVEL PER THE BUILDING
CODE.
RELATED CODE REQUIREMENTS: (BATHS)(CONT.)
ELECTRICAL
-IT IS REQUIRED TO HAVE AT LEAST ONE RECEPTACLE WITHIN 3-FEET
OF THE OUTSIDE EDGE OF EACH BASIN, THIS RECEPTACLE AND ANY
OTHERS LOCATED WITHIN THE BATHROOM MUST BE GFCI PROTECTED.
- A SEPARATE 2(MMP CIRCUIT IS REQUIRED TO SUPPLY BATHROOM
OUTLETS ONLY, OR A SINGLE BATHROOM.
- UGHTING WILL BE REQUIRED TO BE HIGH EFFICACY OR CONTROLLED
BY A MANUAL ON OCCUPANT
SENSOR SWITCH. (TYPICALLY HIGH EFFICACY LIGHT FIXTURES ARE PIN
2 BASE FLUORESCENT WITH ELECTRONIC BALLAST.
MECHANICAL
-A FAN CONNECTED TO THE OUTSIDE CAN BE PROVIDED, FAN
B EXHAUST SHOULD BE 3-FEET FROM BUILDING OPENINGS AND
8 PROPERTY LINES.
o BE INSPECTED UNDER TEST PRIOR TO COVERING.
GENERAL NOTES:
F 1. PROVIDE 30' MIN. CLEAR WIDTH, 15- ON BOTH SIDES FROM
' CENTERUNE OF W.C.) AND 24- CLEARANCE IN FRONT OF THE W.C. PER
CPC 402.5
9 2. PROVIDE MIN. SHOWER AREA- 102450. INCHES, CAPABLE OF
ENCOMPASSING 30' CIRCLE. SEE PLANS PER CPC 406.6
E 3. TEMPERED GLAZING, TYP. AT ALL DOORS AND REQUIRED BY CODE
4. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM
THE WASHER & DISHWASHER, ETC., PER CPC
&PLUMBING FIXTURES (WATER CLOSETS AND URINALS)WILL COMPLY
WITH FOLLOWING (I .)THE EFFECTIVE FLUSH VOLUME OF ALL WATER
CLOSETS WILL NOT EXCEED 1.28 GALIFLUSH. (2J THE EFFECTIVE
FLSUH VOLUME OF URINALS WALL NOT EXCEED.5 GAL/FLUSH 2O16 CGC
4.303.1.2
9 S. EXHAUST VENT FOR DRYER SHALL TERMINATE TO THE OUTSIDE OF
@ THE BUILDING AND SHALL BE EQUIPPED WITH A DRAFT DAMPER AND
9 SHALL BE RIGID METAL DUCT WITH SMOOTH INTERIOR SURFACES PER
CMC SECT. 504.
° 7. VERIFY ALL FINISH FLOOR CALL -OUTS WIOWNERS, TYP.
58
SUB-PANEL ELECT., VERIFY LOCATION.
9. ALL SHOWER HEADS TO HAVE 2.0 GPM FLOW MAX PER CPC SECT.
8 408.2
�. 10. ALL SHOWER WALLS TO BE WATERPROOF TO 77 ABOVE DRAIN
INLET, WALL FINISHES TO BE OF SMOOTH HARD NONABSORBENT
5 SURFACE, PER CRC R3072 (CEMENT BASED)
b it.IN) GAS WATER HEAT ER LOCATED IN ATTIC.V.I.F.
12. ALL LAVATORY FAUCETS TO HAVE 1.2 GPM, AND KITCHEN FAUCETS
3 TO HAVE 1.8 GPM FLOW MAX PER CPC SECT. 403.7. & 403.6
13. WATER HAMMER ARRESTORS AT ALL APPLIANCES THAT HAVE
g' QUICK -ACTING VALVES (LE) DISHWASHERS HOT WATER LINE AND THE
HOTICOLD LINES OF THE CLOTHES WASHER) 2018 CPC 809.10.
14. CONTROL VALVE FOR SHOWER OR TUBISHOWER SHALL BE OF THE
PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE, PER
CPC 420.0.
8 15. THRESHOLD FOR INSWING DOORS SHALL BE 7.76' MAX. AND T
c` MAX FOR OUTSWING DOORS.
16. (N) GAS METER LOCATION. PG&E, TYPICAL 3W FROM OPERABLE
` WINDOWS.
0 17.(N) ELECTRICAL METER LOCATION
18. MAX. DROP FROM TOP OF THRESHOLD TO THE EXT. LANDING AT
5 ALL SLIDING AND IN -SWINGING DOORS SHALL BE LIMITED TO 7.75', AND
NOT MORE THAN IV LOWER THAN THRESHOLD FOR OUTSWING DRS.
q PER 2DIS CRC R311.3
19. (N) STAIRS TO HAVE MAX RISER HEIGHT OF 7.76- AND A MIN. TREAD
DEPTH OF 10' PER CRC R311.7.4.
20. A CAPILLARY BREAK WILL BE INSTALLED IF A SLAB ON GRADE
FOUNDATION SYSTEM IS USED. THE USE OFA4' THICK BASE OF 1I7
y OR LARGER CLEAN AGGREGATE UNDER A MIL VAPOR RETARDER
WITH JOINT LAPPED NOT LESS THAN 6' WILL BE PROVIDED UNLESS
AND ENGINEERED DESIGN HAS BEEN SUBMITTED AND APPROVED BY
8 THE BUILDING DIVISION. 2016 CGC§4.W5.2 AND CALIFORNIA
RESIDENTIAL CODE (CRC) §R5W.2.3
21. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE WILL
NOT BE INSTALLED. WALL AND FLOOR FRAMING WILL NOT BE
ENCLOSED MEN THE FRAMING MEMBERS EXCEED IQ%MOISTURE
CONTENT. MOISTURE CONTENT WILL BE VERIFIED PRIOR TO FINISH
§ MATERIAL 18 BEING APPLIED. 2DCGC 54.505.3
22. THE FITTINGS FOR FAUCETS AND SHOWERHEADS WILL HAVE ALL
REWIRED STANDARDS USTED ON THE PLANS; 1.5 GPM FOR FAUCETS
e AND 2.0 GPM FOR SHOWERS. 2016 CGC§4.303.1.3 AND 2016 CGC
54.3D3.1.4
8 23. ANY GAS FIREPLACE WILL BE DIRECT -VENT SEALED -COMBUSTIBLE
TYPE 2016 CGC 64.503.1
24. NEW MANDATORY U-FACTOR (0.58) FOR FENESTRATION AND
S SKYLIGHTS §150.0B
25. WALLS WITH 2X8 AND LARGER FRAMING REQUIRE R-19
INSULATION§150.0(C)2
Ti 28. ANY WOOD STOVE OR PELLET STOVE WILL COMPLY WITH US EPA
` PHASE "'EMISSION LIMITS.16 CGC §4.503.1
21. PLUMBING CONTRACTOR WILL PROVIDE THE CITY BUILDING
INSPECTOR A SINGLE LINE DRAWING OF THE EXISTING AND NEW GAS
LINES AND INDICATE THE DISTANCE FROM THE METER TO EACH GAS
FIRED APLANCE PRIOR TO INSTALLATION. INCLUDE THE SIZE OF THE
GAS PIPE TO EACH APPLIANCE AND BTU RATING OF EACH APPLIANCE.
€ GAS PIP SIZING WALL BE SIZED PER TABLE 1216.2(1) IN THE 2018 CPC.
8 NOTE: ANY INSTALLATION OF NEW GAS PIPING PRIOR TO PLAN CHECK
APPROVAL IS AT THE RISK OF THE CONTRACTORS RISK
fi 28HOT WATER PIPING INSULATION 9150.0 0)2A R
21 LIGHTING - NEW MANDATORY REQUIREMENTS FOR INDOOR ROOMS
§150.0(K)
30. RADIANT BARRIER NOW REQUIRED IN CLIMATE ZONE 3§150.0 (C)2
EL 31. REDUCE U-FACTOR (0.32) AND SHGC (0.25) FOR HIGH
PERFORMANCE WIWS NDO
9150.1 (C) 3 A
32. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT
SHALL FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR QUALITY
MANAGEMENT DISTRICT STANDARDS 2018 §4.5042.1
33. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS
OR OTHER OPENINGS IN SOLEIBOTTOM PLATES AT EXTERIOR WALL
0 WILL BE RODENT -PROOFED BY CLOSING SUCH OPENINGSWITH
CEMENT MORTAR, CONCRETE, MASONRY OR SIMILAR METHOD
ACCEPTABLE TO THE ENFORCING AGENCY. 2016 CGC 54.406.1
p 34. ROOF EAVES SHALL NOT PROJECT WITHIN 70F THE PROPERTY
LINE WHERE SETBACK IS 4' PER 2010 CRC § TABLE R302.1 (1) OR 2018
" COC TABLE 705.2 ALL ROOF PROJECTIONS VMICH PROJECT BEYOND
THE POINT WHERE FIRE- RESISTIVE CONSTRUCTION WOULD BE
REQUIRED WILL BE CONSTRUCTED OF ONE -HOUR FIRE -RESISTANCE -
RATED CONSTRUCTION PER 2018 CRC § R302.1 (1) OR 2018 CBC §
0 705.2.
35. EXTERIOR BEARING WALLS LESS THAN 5' FROM THE PROPERTY
LINE WILL BE BUILT OF ONE -HOUR FIRE -RATED CONSTRUCTION. 2018
CRC TABLE R3021 (I) § OR 2018 CBC, TABLE W2.
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CONSTRUCTION. 2016
CRC TABLE R302.1 (1)
§ OR 2016 CBC, TABLE
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WHOLE BUILDING EXHAUST
WHOLE BUILDING VENTILATION RATE SUMMARY
ENTER THE REQUIRED FAN FLOW RATE (CFM)
CONTINUOUS FAN FLOW (CFM) = 68 CFM
USE THE FAN FLOW RATE FROM THIS SUMMARY FOR
SELECTION OF THE LOCAL VENTMT10N FAN AND FOR THE
DUCT DESIGN FOR THE LOCAL VENTILATION SYSTEM FROM
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DUCT SIZE (IN.)= FLEX DUCT (5-DIAL)
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INSULATION: (See Title-24 For Min.)
1. ALL EXTERIOR 2X8 WALLS: R-21 BATT INSULATION
2. ALL EXTERIOR 2X4 WALLS: R-15 BATT INSULATION
3. ALL CEILINGS TO RECEIVE R-32 MIN. INSULATION,
BLOWN IN PREFERRED.
4. ALL UNDER FLOOR TO RECEIVE R-19 BATT
INSULATION
5. ALL BATHROOMS, LAUNDRY ROOMS, TO RECEIVE
SOUND BATT, INSULATION, TYPICAL.
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MECHANICAL EQUIPMENT THE PIPE
SIZE OF THE FINAL 10 FEET OF ANY
TERMINAL MUST BE INCREASED TO
THREE INCHES OR AS AN
ALTERNATIVE, MANUFACTURER
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1. (OGEE) GSM GUTTERS, & (3- GSA) DOWNSPOUTS
LINE ALL VALLEYS WITH GSM, AT LEAST 20' WIDE WITH
WITH 1/A' EDGE TURNED OVER AND FASTENED WITH
CLEATS. LAP JOR4TS AT LEAST 4", BUT DO NOT SOLDER.
2. ROOFING MATERIAL TO BE 40 YR ARCHITECTURAL
ASPHALT SHINGLES, SEE CUT SHEET ABOVE, COLOR TO
BE DETERMINED, ANTIQUE BLACK OR PEWTER GREY
3. WHEN INSULATION IS INSTALLED IN ENCLOSED
RAFTER SPACES WHERE CEILINGS ARE APPLIED DIRECT
TO THE UNDERSIDE OF ROOF RAFTERS, A MINIMUM MR
SPACE OF 1 INCH MUST BE PROVIDED, INSULATION
BAFFLE NEEDED.
4. FLASNNGS AND COUNTER FIASHINGS SHALL NOT BE
LESS THAN 0.0164NCH (28-GAGE) CORROSION
RESISTANT METAL, AND VALLEY FLASHING
5. AT THE JUNCTURE OF THE ROOF & VERTICAL
SURFACES, FLASHING & COUNTFRFIASHINGE SHALL
NOT BE LESS THAN 0.0194NCH (26 GAUGE)
6. NA
7. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS
SHALL BE A MIK OF 3'-0' FROM PROPERTY LINES OR
ANY OPENING INTO THE BUILDING Q.E. DRYERS, BATH&
UTILITY FANS, ETC., MUST BE 3'-LY AWAY FROM DOORS,
WINDOWS, OPENING SKYUGHTS OR ATTIC VENTS, PER
CODE
S. (AS REQUIRED) THE TRUSS PLAN AND THE TRUSS
CALL SHALL BE REVIEWED & APPROVED BY THE
ENGINEER OF RECORD BEFORE SUBMITTING TO THE
BUILDING DEPARTMENT FOR APPROVAL PRIOR TO
FABRICATION. TRUSS PLANS SHALL BE WET SIGNED A.
INEER WET STAMPED BY TRUSS DESIGN ENGINEER.
9. FURNACE LOCATED IN ATTIC SPACE SHALL BE LISTED
FOR ATTIC LOCATION AND PROVIDED WITH 24' WIDE
SOLID FLOORING ACCESS WAY AND 30' WORKING
SPACE AT CONTROLS.
10. ATTIC VENTILATION AT CALIFORNIA FRAMING TO
RECEIVE LOW PRO
VEIVTS OR OPENING IN THE
ROOF SHEATHING BELOW
I I' ROOF EAVES SHALL NOT PROJECT WITHIN 2' OF
THE PROPERTY UNE WHERE SETBACK 15 4' PER 2016
CRC § TABLE R302-1 (1) OR 2016 CSC TABLE 705.2. ALL
ROOF PROJECTIONS WHICH PROJECT BEYOND THE
POINT WHERE IRE- RESISTIVE CONSTRUCTION WOULD
BE REQUIRED WILL BE CONSTRUCTED OF ONE -HOUR
FIRE4"SISTANCE- RATED CONSTRUCTION PER 2016 CRC
§ R3021 (1) OR 2D16 CEIC § 705.2
11.
(AS REQUIRED) ALL TRUSS/RAFTER BLOCKING TO
RECEIVE 2' DIA HOLES IN EVERY BLOCK TYPICAL FOR
EVEN DISTRIBUTION OF AIR FLOW.
12. ATTIC IS GETTING NEW MSULATON,VERIFY (E)
FANS/VENTS TO WHAT IS REQUIRED ER CURRENT CODE.
PLUMBING & HVAC NOTE:
1. GROUP ALL EXHAUST FLUES TOGETHER WHEN POSSIBLE &
LOCATE ON ROOFS SLOPING TO THE REAR OF HOUSE TYP.
VERIFY LOCATION W/ DESIGNER.
SOLAR CONDUIT NOTE:
PROVIDE A PIPE FOR SOLAR CONDUIT FOR FUTURE USE.
`
SOLAR PANEL AREA TO BE NO LESS THEN 150 SQ.FT.
ATTIC FURNACE NOTES:
1. PROVIDE THE FOLLOWING FOR ATTIC FURNACES (CMC SECTION
904.04)
A. PASSAGEWAY TO EQUIPMENT LESS THAN 6'-0" IN HEIGHT SHALL
BE NOT MORE THAN 20'-0" IN LENGTH WHEN MEASURED ALONG
THE CENTER LINE OF PASSAGEWAY FROM THE ACCESS OPENING
TO THE EQUIPMENT,
SECTION 904.10.1.
B. UN -OBSTRUCTED PASSAGEWAY W/ A SOILD FLOORING AT
LEAST 24" WIDE THROUGH -OUT ITS LENGTH. SECTION 904.10.2
C. A 30"x3O" LEVEL WORKING PLATFORM IN FRONT OF THE
SERVICE SIDE OF THE APPLIANCE. SECTION 904.10.3
D. A PERMANENT 120V RECEPTACLE OUTLET AND UGHTtNG FIXTURE
NEAR THE APPLIANCE. SECTION 904.10.4.
E. UPRIGHT FURNACES MAYBE INSTALLED IN ATTIC OR CRAWLSPACE
MORE THAN 5'-0" IN HEIGHT, PROVIDED THAT REQUIRED LISTINGS,
DUCT AND FURNACE CLEARANCES ARE OBSERVED. SECTION
904.10.5
F. CLARIFY THE LOCATION OF THE FURANCE ON PLANS BY DASHED
LINE OR OTHER SYMBOL
HOUSE VENTILATION CALL
$O. FT. OF (N) ROOF 1,379 SO. FT.
(N) 1,379/750 = 9.19 SO. FT. OF VENTILATION IN NEW ROOF
IN) ROOF VENT5113 — X 75 SQFT.) = 9.75 SQR
TOTAL VENTILATION INSTALLED = 9.75 SQ.FT.
GARAGE VENTILATION CALL:
SQ. FT. OF (N) ROOF: 396 SO. FT.
(N) 396/150 - 2.64 SQ. FT. OF VENTILATION IN NEW ROOF
Ml ROOF VENT514 w X 75 SQFT.1= 3 STIR
TOTAL VENTIIATON IN = 3 SQR.
FOR GAS INSERT
'E-RESRSTANT
RUCTION FOR
25 FEET FROM
IE
DUND GUTTER
PROPOSED ROOF PLAN ,
MAIN HOME Scale: 114 = V-0" A2.1
ONE HOUR FIRE-RESITSTANT
RATED CONSTRUCTION FOR
EAVES WITHIN 2-5 FEET FROM
LOT LINE PROPERTY LINE
6 1
G1.0
1
s
1
I
ATTIC TRUSS MAX 4'-0" HEIGHT
G.S.M. HALF ROUND GUTTER
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CLASS A FIkE RATED
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GARAGE Scale: 1/4 = V-0" A2.1
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4843 SILVER SPRIxGS DRIVE
PA>:k City, UT B4098
Ph: 415.819.0304
E-mail: TIMBFORMONEDESIGN.CQ4
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DESIGN ■ PLANNING
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ICC-ES Evaluation Report
ESR-1463e
Re BWW JWy 2014
Tlds report 18 su4W to MwW OCfOMr2019
avww.lcc4se.om 1 (800) 4233657 1 (062) 6964W A SubsWary of SI9 Inferna0onal Cade COueOP
ON=&' 07 00 00-THEFU AL AND MOISTURE
PROTECTION
Sse11sn: 0163
ROdby
6ea6on: 07 Sato-•PoyMa•CHlda NaRooMi
Saebnl: 07 64 Si--7lrnrbrYtle•PdseYln RaalYp
REPORT HOLDER
CARLStE SYNTEC
POST OFFICE BOX 7000
CASRLE. PENNSYLVANIA 17011
(F1T)246-noo
EVALUATION SUBJECT
CARLISLE EPOS• PVC AND TPO SrgLE•PLY ROOFING
MEMWUNES
ADDITIONAL LSTEES
KELLY COMPANYlt001 INC
326 THOMASTON AVENUE
YMTERIKIRY• CONPECIICUT 00702
(203) Ff"M
MULE4110E PRODUCTS tYOiA M.
1196 PPoNCE HALL DRIVE
OMMIT, INSCOHSM0.Yn
(NO) Ta41482
VFR81CO
POST OFFICE BOX 17M
CARU&P. PA ITI 13
(no) as2•rss3
NIATIEPHONO
POST OFFICE BOX 251
PLAEiiELD• PUMNSYLVANIA 170a1
t1M 4714125
1.0 EVALUATION SCOPE
CaapSena red Me Fee- sari
a 2012 and 2009 krnr6prr SuafrO Oars (IBC)
• 2012 and 20M kKemsdarf R.rderlM Code (IRO)
• on- cored (- secure SO)
PegrlW aa.rled:
• Vlsea her ns aE.O.
a NOW oar arhe0 fins Crasiagipt
■ VOtld udn laaWala
• Im"d nsset-
2.0 USES
Carl" efoisnm, psepylaa date morbaber (EPDLq,
PO"Ifl drierds (PVC) end Vre 001111do PadyaNfin
(TPO) "V&I h M" rtrmbarrs are used se roof
aastrigs n aarnsd and mwlanwy harnH
beebraa ro." yore.
3.0 DESCRIPTION
Ll General:
Th. EPOM. PVC sea TPO Manbmr. Scarfing Systems
derasaaw
rrrrnrarin fted.Yashen used, OrrW data >�.tp
•head wens used. Reaming, n-,h.;" Ban- .rr
atMliyee lad an huhA.tl a a mtrbusam ar
MsmrrbLe aide Sse T.hl. 1 for Cadre pm•aot
dad. era. and Corresponding Ftaded mate rr 1Mr-
Hld. Fnsd,b CorsparrY, sea, Malefic Bard, Verafm and
Key Corrp•ri=i Int., Per asdlbnr erern.
&I EPDM tl.nt•aarhse:
tit Srnaeal: Sta►Seal I. a Madt, trm.kKmae
EPDM nrMra•r, 45 net. N* 10.045Inch (I J4 mm)l.
3.22 Supsellsel FR: 8-84.1 FR is a Ira.
anrlbnaa d EPDM mambnvon r.r e fin dans.
AWSObl. Idiiaar. ran"
om T45 nIh (0.04a learn
(1.14 n") b 00 milt f0.000 inch 12.20 mnD.
3.0 asea•VAthan Sea-N(db I. It vMr, npnrrnrrud
EPOM maebrar. o r s elebl. n dlldarssa. ef SO need
10.0e0 nth (1.32 mm)) and ore met 10.= " OL20 errel.
12A aWa•T.rgh: Ba►Tagh 1.. block, talaaaed
msnbreh. tabs, at. Pabaadv raYdoloM111eM
ariaprsrd DOMM t- EPDM nerrbtrr PUS. 0 is
a. W* kld*k a a 2kq ism 4a me. (0.045 warn
(1.14 mm 1 b T6 ah r0.0T6 krA (IRO mmg.
3 Sure -Tough FR: S ou TouMh FR : a MUK
polinelar
raYdoraer.anl ariapradadbatywMW MO EPOM
raebran. Ft.a wet fin a r.taaro. Ayata nMse abllckaa
ans 43 rob to.045 Soon (IA4 mm)l as 00 mtls 10.050 kid.
it s2 -M.
•Raked Aua•t M4
AT-66�Waan hrolvwaroMaweevdm.gsnp.,nWuos.ge.bm.rrw.er gayk.,gaYvraw..••Ypab-r•wf
gawrwwda.`nN..Prnmawa•i+�he4ar•a w-••o'brSea6r.Lwa UL.a•-savatlo
Caparp.0afi• .a�llha
TPO Specification - Cutsheet )
Or Other Approved Equal Scale: NA A2.2
Bnl[ Uses
LP- .NeI held• Radunt Barrier Rot Sheahmil Wtalls Jot
Ilk, regulerroof•heathing, so Urem aremaddhIm ]labor
costa. But unlike conwnik-nr rlalhbS O Wdtshkld
sheaUdng featrunt a W n, dumble layord -lumim"
lamlated m our 0sliroof ahearWng. TThu aeaae a highly
effeNse radiant miner. Raemise it h 1p Noek radiant
he from smeringa home. IP Techs hhld Radiant S.M.
Shaathingm reduce monthly air mndmooing I:by up h,
17%, That's built In savings chat arart immediately and SIB
Iwsr for year. to eome.
coo" consldendons
The D,mfitsor radiant harrier shationgwW wry by climate
and will have the moat impact on mdudng mdinacests
when -adregim Inworm slarmaelhat III,
at
radiation.
cendmsaftit
Under renain candtione arc may ¢.rote, on m,
amdlaid, of raof.hwadbg, mamas clrrWNl➢nM, em
mndemadnn tear mom win aLm'pate a 1h, attic warms
form as oad and tom team m haw To NndmaUan may
form u frca ¢M rrsdd aeNmWale. To minlmiae lhfa radiant
hirder.hemblrgshould be Installed In homes with well
Venrsmd anise 'bar
have been property air eased to prmnt
roofer d romer heated air from the Rang spar•: to me a11(c.
Stmag•and Nandling
Stare I.Y'I1e halorld anels in a clean. My area. Do not
ore In duce[ eon- wnh m, around, Pro- Iron
m.4auro Odor lo.od donnglnaullation. Outride rrran ro. V
mcerary, requites patrols to it covered wed plaruc b".
or tarpaulins with ma ddea lowly mwm.d to Amide
adequate au vdlilauon.
Handle ISIo l ilmd anal. a you would other AVA rated IY
ahalmng products. Be rasaful not In drop m roman or ctuah
anal edges. Keep p-1.-11 auppuUed and nerdy et ked iu
pM1m watpmg U, esmlm to-4d damage to the ndrus
larder fdl.,(a-
Installation Instructions
LPa TechShielda
Radiant Barrier Sheathing
R00(sbeathing InstaRatlon
-Place Ure skirl resistant side up with the APA ,adtmark
stamp faring down and wear *kid resistant shoes when
ur-lling the rodahoalhins.
•tnerll with the Img dimension or nmtgth ands nl the
panel ae supports and withtMpanty erntlnunua over
rota m mat epaa.
th -=de 1itb inlmtnn spare or panel ends and edges. e
a aster tjl (Ise. IL ma mil) to aasum emlnsm end
Nmi,mM.pm0g.
•Pa 2t end jom-lball«curroar mmir& Sia$nr endj-ts
in each wreeedlog tars•.
-1m,nde adlifnmil panal.lhness by installing perch edria
clip told -span on all ummpp-ed edges.
•N.fl6a.r. almgauppwt¢I panel rods and edgrvt and 17
nc. at Inhumedlae supports rseten panels 31W from panel
edge, Use ad common nails Im panels up to r midmea.
Fear penal. nor raise fid ding -sank m i0d cmnma ails
Other rod, approved fastanera may be used.
•fur, toof sheathlnA as soon a. paslbi. with roofing felt
-.hingle ubdmI.Vfiml for proteetua .gonad ascewa.
moisture prim to ro0na. It any edge swelling ormm prior
to root undedayment Insalrtion. r1 ralsed Joints should
bsatleed0ns
•Wbw she, Moir to ealwt to humidity and mundane
,.ndldm. More shingle Installation,
.Remove wnnkle, and n.nen.urfine• d hang),
undedayment befam Inaallingah(odes Hid. pMormatre
shlegk unduluymen/ is rem. mended fa Me, readI..
•Haab, weight and/, tasrumd ahlnples ore roaanmendad
m hetrrmask imperfertims in rodmg assembly
'I,ndh.'ntYY+r Laai EUYtry J,aa:vnnt 0•Jee• .naerr r0
iondirbn.•mhd.
r„ �a••r•I•sa• v.daaarsrw..
f
PINA r7w-us7.
Sheathing "Radiant Barrier" - Cutsheet 4
Or Other Approved Equal Scale: NA A2.2
ANTIQUE BLACK
OAKWOOD
FEATURES
BLACK FOREST
PEWTER GRAY
Wuaay+ NenR•nna Sduyam Hemwnn•n 'Arad Thra.e WuunradaP.d Vdadrf
�Tnwhncvhf r.en*+e•e aaranpaTlandaablllry• CwaaP• (]aaYlyglamMgi.rMgdmml
1aiefaWa 15>crosT ba --ows lepn 1131mnpn
W.arWsewdmYN�iarur riWam�m wolf Yw,d U S Poomt No D569. 172S
TECHNICAL INFORMATION R�4
U-0 flao
LLdaandh ore¢
, Fberyass:irnae5rdwd
•Anna m1e• O.v F.wrlaanaarce •rasa a 1lomph
•ASTM 07158 Cm X, Wad ReNane dnneN r i50 rph
•UL rm CI.ss A, Fla Raasa^o 91adN
•raHsncslm
Covers-
•GSAA123.6,FenressSnareSa we AyrhMaaEREAIq SIaY6
-s4nor NOla Mai Fberostalm Feebndad e••n,.w-y.. w,a....w•v.,,•.n�..r...,,wr
PAKOe Pzoflng Pmduds
.ddamdea.e0 Wrigpabdl neC
a saws mee.m
Pow. mma•vnnmeama•�rrwnrmmawa.q•waa hYrv!amn bored s. mabfrvmma Moen amps �
FRa3ir PG :sins l/13t]
SHINGLE CUTSHEET 2
Or Other Approved Equal Scale: NA A2.2
Gutter Spec. 5
G.S.M. Painted Scale: NA A2.2
VENTSUREO SQUARE TOP ROOF VENT
aarw¢ VENTILA(A CON PARTE SUPERIDR WADRADA PARA TECHOS VENTSURER
Product Bmelle : Reneficios del peoduemt
• rdlo«:oasside New rbw osi �aaad • N-. we el areas or, flyo,
mdodofatdc. romnsen.-had. arriluyhad. so-
• Promotesa000le dderanic Mftm'
• Helps p- moisture Yarn 1,6N trapped Propor°auundtim.1,frea,,nyseco.
inwlaaon. sb Mrd-L thklglea ad Awda. eMar que R humedadq War
roof der, remuda on N aioami¢no, h readers de W
• Helps proem rotting, mil L- drywall -ras.l oq,ylaterra-
damage, peefvg Pwart and wiped siding Ayuda a e filar que hay, po sedumbre o
• HelpIncreasetheperlin of mono qua. -non le, mums sews,
your roof. qa 4 pimura se des -.re y quo el
revoamromo r mmbe
• w1hoot .V rfortption. tvenliaYon
vritlsart energy mmumptiort AYaa amejarerN rtndimkma del teals
• F oar mmoaeartllazibn de nmlera
c¢stvde duruae todo el aAo sm mnsumir
energfa.
ar0 ores m1a Iaa bat aaa line rGaa tmma KlumrQ a14 orOna vas Ins R A ml a e
amYe Lassa sea. u0 n In are ova (Irma nova NlaSrb m rare. r.iw. r, as,
-'�. Aema R•R la r1R11 YAIa 1 it la IIJ}Rr rar mrsnr 11 ail
r,a yew wrW Y �a tYb
Yll�ll aRE M era ball Yflr 1 a a IU1nS err mrHnr II as
yaw akdr Y i� aM
amsen Sees ESaD suits. 1 a a IW.nr rde Mr -Sr n la
r»y.. aYr.Y•r ape
,sE-R-. aFH•lm fR1 Star Yf1116 f N a Iwary rear mri SI Ix
-alb-.ar- use
::'$$4v1A®NWFIa nsl Sisal Nrlly I as Is Iwar.;- sw 1nIrLr fl sea
_ : aua yaia o.4nY pine Ilia.
`Ltl•am ara1101 ease DUS, e1n11 I a n IU1nr are -r it sea
i sea. y.. ®Yea Pa'WY terra
aQaaID01". M Mae im0. I as as 1WdUe ear rori 11 sea
"aenwwine,eacab spa
Wl9 YM tR auauo a111 uski 4611A 1 a a w rrnr .%r sorLu-
sl l3f
x. M qNa u1Nn pk�b ph
R.gdhad Vaadladom Vamllac36n -queride: ^
• As a general rule, one square foot of ref free -area per 300 Como regla general, to recomienda I pies (0.09 n?) de wparfloa
square feet W attic flaror area to a w:frted'n recommended nets de 13ne vm[ilad6n porrada 300 pros (3].8] ins) a piso del
In the rue simatim -era -va retards, a used andler proper Lira o I. superfoo quo u w a acrrohr.
dint-buaan I•Dart and rage hems ramw be adlieod. one square En el caso erapdoed Oe gx-se-d-tinretaresdordeva-
foot drat Dee acne Arta should be provided for each 150 spore y/o no w soeara are dNbuddn apmp ada de ns -laciones
feet f-floorerarerrobesorted. d,-trom yp416n, debut pop oowse I plea(0.09 ins) de
• For a Istanc,d sydeor.-tratim should be egos].t the undereave wpenride nest de filoo, mlad6n porcada 150 pies(13.93 m� de
and ridge. piso del dam o u wperRde qu. v.. -ma-
Pam In rases where a babrrced system -mat be adie.M, always que N drtema edi equifibrado, Ia senriladM dabs see igual bar,
pawde more than 50% of the torsi required saldnion a the Nakroylaambre-
undereawand the remainderat the upWpmmo,, oththee roof En aqueae coos on qae -pueda I.& -area La.6o
egw1ibrada.summ¢tre4n,premis MSO%del wnnladdntotal
requerida bap N alero y el raato, en la parts superiorM techo.
Roof Vent Cutsheet 3
Or Other Approved Equal Scale: NA A2.2
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4843 SILVER SPRINGS DRIVE
Pack Cityy, UT 84098
Ph: 415.B19.03H
E-mail: TIM@FORMONEDESIGN.COM
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Scale: See Details
IsQ
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ob 30' HEIGHT LIMIT 126.57
RIDGE HEIGH�.64')
DIAMOND SHAPED
ARCHITECTURAL ASPHALT
SHINGLES GRACE UNDER-
I 5
LAYMENT TYP., TYP.
I
DECORATIVE WOOD GABLE
END DETAIL, PAINTED
6X6 DECORATIVE WOOD
BRACKETS, PAINTED
I
I ROUND
SY6 EM (PAINTED). TYP.
2ND FLR T.O.P. (1210)
G.S.M. CHIMINEY
T$" ABOVE 2ND SUB. FLR.
_ _
I
_I _
7F 2,"S.
_
I VENT, LOW PROFILE
i ♦ / / \
BOARD 8 BATTEN WOOD
SIDING, PAINTED
$
I
HIDDEN FASTENER
\\
STANDING SEAM
45•
I \ / //
I
ROOFING, LOW PROFILE
\ 2ND FLR(SUB. FLR) (112.5'1
I
I
I
TOP PLATE (111.51
IfV/
I�V.I.F.
I ,�,
GATE
GATE WIDTH II t ilil\ t II �T�'I n T T T
RAT FIRE-RESISTANT
I RATED CONSTRUCTION
MAIN FLR F.F. (102_00�
GRADE 101.16'
I
I
�VERAGiZ. (�.✓`r�
WIDTH +DETAILS
(N) V REDWOOD FENCE
GOOD NEIGHBOR DESK
(N)PLANTER POCKETS
FOR PRIVACY OF BOTH
NEIGHBOR + OWNER
FOR EAVES WITHIN 2-5
FEET FROM PROPERTY
LINE
CUSTOM WOOD
COLUMNS (PAINTED
WHITE)
WOOD SIDING, PAINTED
DHE (101.66)$
Proposed Front Elevation ,
Scale: 1/4 = 1'-0" A3.6
J
5
WI �
I
'HEIGHT LIMIT (126.52')
RI30IDGE HEIGHT(127.5V) _
DIAMOND
CSHAPED 12
ARCHITETURAL ASPHALT �5
SHINGLES GRACE UNDER- I
LAYMENT TYP., TYP.
DECORATIVE WOOD GABLE
END DETAIL, PAINTED
BX6 DECORATIVE WOOD
BRACKETS, PAINTED I I
2ND FLR T.O.P. (121.0,)
ABOVE 2ND SUB. FLR.
I
G.S. M. HALF ROUND GUTTER ♦ w
i ♦ i
SYSTEM (PAINTED), TYP. � ♦
BOARD 8 BATTEN WOOD /
14 SIDING, PAINTED
aD HIDDEN FASTENER F _ _ _ _ _ 47' STEEL RAILING
STANDING SEAM 45• ♦ / ♦ p5•
ROOFING, LOW PROFILE ` / ♦ /
;a 2ND FLR(SUB. FLR
q TOP PLATE (111.51 TT a u 9—u —T
1-HR FIRE-RESISTANT I I
RATED CONSTRUCTION �/ / \ \
FOR EAVES WITHIN 2-5 ♦ ♦ \
FEET FROM PROPERTY
LINE i6�
N ♦ `\ `♦ `♦ DRIVEWAY
WOOD SIDING, PAINTED • ♦♦ ♦♦ ♦♦ _ _ _ _
VERAGE T.O.C. (56.52')
Proposed Rear Elevation z
Scale: 1/4 = 1'-0" A30
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4843 SILVER SPRINGS DRIVE
Pack City, UT 94098
Ph: 415.1119.0304
E-mail: TIN@FORNONEDESIGN.CCM
form+ one
DESIGN ■ PLANNING
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Scale: See Details
Proposed Right Elevation 42
Scale: 1/4 = 1'-0" a3.t
Proposed Left Elevation n
Scale: 1/4 = 1'-0" V I
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Pack City, UT 84098
Ph: 415.819.0304
E-mail: TIM@ FORMONEDESIGN.
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DESIGN a PLANNING
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Scale: See Details
tv's
I°
BT
Iv
30' HEIGHT LIMIT (128.57)
I
RIDGE HEIGHT (127.64')
IIT
_ _ _ _
12
—js
� HVAC��I
2N1FUR T.O.P. 121.0
TE" ASOVE 2ND SUB. FUR.
ATTIC, TYP.
SEE TRLE-24
STEEL RAILING
/
i
PLAY
OFFICE
12" TGI 0 1S-
O.C. TYP. W1314"
2ND FLR S( UB. FLR_1 (112_5')
I
T & G PLYWOOD
TOP PLATE (111.51
�I
DRIVEWAY
s 12" X 1r BEAM
�' GYP. BD, TYP.
R-19 ®2z8 WALLS, TYP.
SEE TITLE-24
BUILT-UP BEAM
MUD
HALL
HALL DINING
R-19 Q FLOOR FRAMING, TYP.
SEE TITLE-24
J' T&G Dee SUBFL
GLUED& SCREWED, TYP.
9.5" TGI 0 18"
O.0 TYR
CRAWLSPACE
I
I
---------------
I
)HE (99.38) —
'�VEPFA�E O.Z. (95. 7�—
DRIVEWAY POCKETS FOR �
CONC. RAT PROOFING PAD
PLANTING, SEE LANDSCAPE
MIN. THICKNESS X W1 MIN.
DESIGN
4 MIL VAPOR BARRIER
PROPOSED BUILDING SECTION
,
I°
Scale: 1/4 = F-0" A4.0
30' HEIGHT UMIT ( ....52)
I
RIDGE HEIGHT (127.53')
1
_ _ _
*12
2ND FUR T.O.P. (121�_Tt'_ABOVE
2ND SUB. FLR.
VAULTED CEILING
AT M. BATH
/
M. BED
M. BATH
4g. �
12" TGI 0 1G'
II
O.C. TYP. W13I4"
2ND FLR S( UB. FLT (1116)
—
II
T & G PLYWOOD
II I
TOP PLATE (111.5')
r
5 112" X tr BEAM
J' GYP. BD, TYP.
R-19 Q 2x8 WALLS, TYP.---,,,,
CFF TITI F_7d
La3;7_T.T4
DRIVEWAY
-------------------�.N�MIN. I CRAWLSPACE
DRIVEWAY POCKETS FOR ]]] �NC. RAT PROOFING PAD
PLANTING, SEE LANDSCAPE MIN. THICKNESS T' Wl MIN.
DESIGN 4 MIL. VAPOR BARRIER
PROPOSED BUILDING SECTION 2
Scale: 1/4 = 1'-0" A4A
I°
I
DIAMOND SHAPED
ARCH. ASPHALT
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A. VISIT GRACECONSTRUCTION.COM FOR THE MOST CURRENT DETAILS, INSTALLATION VIDEO AND PRODUCT DATA SHEETS
B. REMOVE RIPCORD® FROM GRACE VYCOR PLUS FOR EASE OF INSTALLATION
C. IF APPLICABLE, LEAVE RELEASE PAPER ON LOWER HALF OF SILL FLASHING UNTIL FUTURE TIE-IN WITH WEATHER RESISTIVE BARRIER
D. FOR CONCRETE, MASONRY OR WHERE ADHESION IS MARGINAL, USE PERM-A-BARRIERJ9 WE PRIMER TO PROMOTE VYCOR ADHESION
E. CHECK LOCAL BUILDING CODES FOR WEATHER RESISTIVE BARRIER REQUIREMENTS AND INSTALL GRACE VYCOR PLUS WITH WEATHER
RESISTIVE BARRIER TO FORM WATER -SHEDDING LAPS
F. INSTALL WINDOW PER MANUFACTURER'S RECOMMENDATION AND USE APPROPRIATE SEALANT FOR WINDOW AND WOOD BUCK
G. DETAIL ALSO RELEVANT FOR GRACE VYCOR V40 AND VYCOR BUTYL
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Scale: N.A. 11A5.0
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NOTES ON HANDRAILS:
1. THE HANDRAIL SHALL TERMINATE AT A POST
OR NEWEL ON BOTH ENDS, 2076 CRC R311.7
1 1 /4" MAX.
3/4" MIN.
Stair Railing Detail Interior Stair Detail
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SEE DETAILS
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EXT. DOORS & WINDOWS SCHEDULE
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CAL GREEN NOTES:
1. PAINTS AND COATINGS WILL COMPLY WITH VOC LIMBS PER CDC §4.504.2.2
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2. DOCUMENTATION PROVIDED THAT VERIFIES COMPLIANCE WITH VOC FINISH
100
MATERIALS. 2016 CGC §4.50424
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3. CARPET SYSTEM INSTALLED IN THE BUILDING INTERIOR WILL MEET THE TESTING
AND PRODUCT REQUIREMENTS FOUND IN THE 2016 CALIFORNIA GREEN BUILDING
CODE. 2016 CGC §4.504.3
4. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 60% OF THE FLOOR AREA
RECEIVING RESILIENT FLOORING WILL COMPLY WITH THE CALIFORNIA GREEN
3'-U'
BUILDING CODE REQUIREMENTS. 2015 CGC §4.5D4.4
5. HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD
COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR AND EXTERIOR OF THE
BUILDING WILL COMPLY WITH THE LOW FORMALDEHYDE EMISSION STANDARDS.
2016 CGC §4.504.56.
AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT -WEIGHTED MIR
UMITS FOR ROC AND OTHER REQUIREMENTS PER CGC 4.504.2.3
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7. ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL FOLLOW
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-.e
roxe ax.mw.co".o=e..u�.®wwm
NOTE# 1.2
NOTE# 1
NOTE01
HARDWARE FINISH SPECIFICATION:
ENTRY DOOR HAROWARE: (BY OWNER) AND INSTALLED BY CONTRACTOR
NOTE#1
WNDOW HARDAARE: WHITE, TYP.(VERIFY W OWNER)
NOTE#1,2
CAL. GREEN REQUIREMENTS
NpTEit
1. NEW MANDATORY U-FACTOR(0,50) FOR FENESTRATN)N ARO
sKYUGHTS1150.0(0)
NOTES 12
2. REDUCE U-FACTOR (0.32) AND SHGC ().25) FOR HIGH PERFORMANCE
NOTEat
WINDOWS§150.1(F)3A
NOTE# i
NOTE # 1
SAFETY GLAZING NOTES (CRC R306.4)
EXT.
DOORS & WINDOWS ELEVATIONS
NOTE/1
AALL DOOMSL
NOTE#1�
GLAZING HOVWR USMAUN WTHANRSTOHAVE WABOVJNG.
B.ANDINO IN SHOWERRUBIS THAN SIT MEASURED
HE SURFACEAND LESS
NOTE#1,2
FROM BATHTUB. PA, MITIALLY
SWUMINE WATER'6 EDGE OFABATHTUB, HOT TUB, 6Pq WHIRLPOOL OR
SWBLAZIN POOL
VIF
NOTE/1¢
WTHINA 24'ARC OF L100R THAT 18 LE59 THAN SD'ABOVE
THE FLOOR.
THE FLOOR.
EXPOSED AREA G GREATER THAN B SO. FT.,
D.OLAZJNGMERETHTHAN
NOTE #1
BOTTOM Et LESS TNAGS'ANDAT LEAST 38'ABOVE THE FLOOR, AND
I
NOTE#1
ES.
E. VAHINT TO W THEB BOTTOM
E. WTHIN BP OF THE BOTTOM TREAD OF A STAIRWAY AND LESS THAN 3S
1.3!6' SOLID CORE
NOTE #1,2
ASDVETHEFLOOR
F. GLAZING IN GUARDS S RAILINGS.
PAINTGRADE
D. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WTHIN 3S
NOTE #1
HORIZONTALLY OF THE WALKING
SURFACE LEGS THAN 3S ABOVE FINISH FLOOR.
LL
NOTE 0 FNOTEi1
�
LL
NOTE i 1$
NOTE r 1
NOTE # 1
E
b
6
�
SCORNER
HINGES
(EMGES TYP. (EMTEK)
NOTE #1
C
O
Z
a
0
DOOR HEIGHTS:
(VERIFY) FOR COST
Scale: NA 2
A9.0
A.
INT. DOORS ELEVATIONS
APPLIANCE SCHEDULE
10TE ALLOWANCE AND NSTALLEO BY ALLOWANCE, CONTRACTOR TO 11 DE BLOCKING/ROUGH-IN AS NEEDED PER SPEC. SHEETS
ROOM
APPLIANCE TYPE
MANUF
KITCHEN
(N) RANGE
T.B.D.
(N) VENT HOOD
T.B.D.
o
(N) REFRIGERATOR
T.B.D.
LL
(N) DISHWASHER
T.B.D.
�
(N) DISPOSAL
T.B.D.
(N) MICROWAVE
T.B.D.
BUTLER
(N) BEV. COOLER/WINE
T.B.D.
MUD
(N) WASHER
T.B.D.
(N) DRYER (GAS)
T.B.D.
Scale: 1/4"=1'-0" A90
APPLIANCE SCHEDULE
FINISH MODEL #
T.B.D. T.B.D.
T.B.D. T.B.D.
T-B.D. T.B.D.
T.B.D. T.B.D.
T.B.D. T.B.D.
T.B.D. T.B.D.
T.B.D. T.B.D.
T.B.D. T.B.D.
T.B.D. T.B.D.
Q. R. S.
® 20B 210 21t
Scale: 1/4" = 1'-0"
5
Scale: 1/2" = F-0"
REMARKS
T.B.D.
T.B.D., MIN. 100 CFM, VENT TO EXTERIOR PER CODE
T.B.D., INCLUDE WATER LINE TO REAR OF UNIT
T.B.D.
T.B.D.
T.B.D.
T.B.D.
T.B.D.
T.B.D., VENT TO EXTERIOR PER CODE
6
Scale: NA
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4843 SILVER SPRINGS DRIVE
Pack City, UT B409a
Ph: I15.B19. G304
E-mail: TIMBFORMONEDESIGN.0014
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