HomeMy WebLinkAbout823 Edgehill Drive - Plans�
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GENERAL PROJECT NOTES:
. 1. IT IS THE RESPONSI8ILITY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEM WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING
� ACTIVITIES. ERRORS, ONIISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT.
2. CONDUCT ALL OPERATIONS TO PREVENT INJURY OR DAMAGE TO PERSONS, ADJACENT BUILDINGS, STRUCTURES, OTHER FACILITIES, LANDSCAPWG, TREES AND EXISTING
CONDITIONS TO REMAIN ON SITE AND WITHIN THE CITY RIGHT-OF-WAY. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION OPERATIONS AT NO COST
TO THE OWNER.
3. CONTRQCTOR SHALL PROVIDE AlL TEMPORARY BARRIERS TO PROTECT EXISTING ITEMS TO REMAIN, AND TO PREVENT DUST AND DEBRIS FROM ENTERING AREAS NOT UNDER
CONSTRUCTION. CONTRACTOR SHALL PROVIDE TEMPORARY WEATHER PROTECTION TO PROTECT EXISTING CONDITIONS. CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTINC
ITEMS INTENDED TO REMAIN IF DAMAGED DURING CONSTRUCTION.
4. CONSTRUCTION AND DEMOLITION DEBRIS: THE CONTRACTOR SHALL COMPLY W1TH THE CITY OF BURLINGAME CONSTRUCTION AND DEMOLITION RECYCLING REQUIREMENTS.
5. CONTR4CTOR IS SOLELY RESPONSIBLE FOR ALL TEMPORARY STRUCTURES AND BRACING DURING DEMOLITION CONSTRUCTION.
6. CONTRACTOR SHALL 08TAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN ANY RIGHT OF WAY SUCH AS PLACEMENT OF DEBRIS BIN IN STREET. WORK IN SIDEWALK
AREA, PUBLIC EASEMENTS, AND UTILITY EASEMENTS BEYOND / PROPERTY LINES.
7. THE CONTRACTOR IS RESPONSIBLE FOR ALL REMOVALS, CAPPING, RELOCATION, REROUTING AND REINSTALLATION OF EXISTING CONDITIONS, INCLUDING FRAMING, ELECTRICAL,
MECHANICAL, PLUMBING, HEATING AND VENTILATING, LINES AND COMPONENTS AS REQUIRED TO COMPLETE THE WORK IN FULL COMPLIANCE WITH ALL APPLICABLE CODES
WHETHER OR NOT SPECIFICAILY NOTED OR INDICATED.
8. PROVIDE FIREBLOCKING AT ALL CONCEALED DRAFT OPENINGS BOTH VERTICAL & HORIZONTAL PER CRC R302.11.
. 9. PROVIDE DRAFTSTOPPING AT ALL USABLE SPACES BOTH ABOVE AND BELOW CONCEALAED SPACES OF A FLOOR / CEIUNG ASSEMBLY PER CRC R302.12.
� 10. MIN. 2'-6" DIAMETER CLEAR FLOOR SPACE, MIN. 1024 SI FINISHED INTERIOR AREA FROM TOP OF THRESHOLD T0 70" ABOVE SHOWER DRAIN PER CODE.
1 t. EACH NEW PLUMBING FIXTURE AND FITTING SHALL MEET REDUCED FLOW RATES SPECIFIED IN CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY
MEASURES SECTION 4.303.
12. ALL DIMENSIONS AT THE NEW WORKARE TO FACE OF STUD, U.O.N.
13. THE GENERAL CANTRACTOR SHALL TEST THE SANITARY SEWER LATER4L BUILDING SEWER PER ORDINANCE CODE CHAPTER 15.12. TESTING INFORMATION IS AVAILABLE AT THE
� )
BUILDING DEPARTMENT COUNTER . A SEWER LATERAL TEST ENCROACHMENT PERMIT IS REQUIRED.
14. CONSTRUCTION HOURS: NO PERSON SHALL ERECT (INCLUDING EXCAVATION AND GRADING), DEMOLISH, ALTER OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN
THE FOLLOWING HOURS EXCEPT IN THE CASE OF URGENT NECESSITY IN THE INTEREST OF PUBLIC HEALTH AND SAFETY, AND THEN ONLY WITH PRIOR WRITTEN APPROVAL FROM
THE BUILDING OFFICIAL,WHICH APPROVAL SHALL BE GRANTED FOR A PERIOD NOT TO EXCEED THREE DAYS. HOLIDAYS ARE THE FIRST DAY OF JANUARY, THE THIRD MONDAY OF
FEBRUARY, THE LAST MONDAY OF MAY, THE FOURTH DAY OF JULY, THE FIRST MONDAY OF SEPTEMBER, THE ELEVENTH DAY OF NOVEMBER, THE FOUTH THURSDAY IN NOVEMBER
AND THE TWENTY-FIFTH DAY OF DECEMBER. IF THE FIRST DAY OF JANUARY, THE FOURTH DAY OF JULY, THE ELEVENTH DAY OF NOVEMBER, OR THE TWENTY-FIFTH DAY OF
DECEMBER FALLS UPON A SUNDAY, THE FOLLOWING MONDAY IS A HOLIDAY.
PROJECT "CONSTRUCTION HOURS"
W EEKDAYS: 7:00 A. M. - 7:00 P. M.
SATURDAYS: 9:00 A.M. - 6:00 P.M.
SUNDAYS AND HOLIDAYS: 10:00 A.M: 6:00 P.M.
CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS AND NON-CITY HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M.
15. ANY HIDDEN CONDITIONS THAT REQUIRE WORK TO BE PERFORMED BEYOND THE SCOPE OF THE BUILDING PERMIT ISSUED FOR THESE PLANS MAY REQUIRE FURTHER CITY
APPROVALS INCLUDING REVIEW BY THE PLANNING COMMISSION.
16. NEW BEARING WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE SHALL BE OF ONE-HOUR FIRE-R4TED CONSTRUCTION (2013 CBC, TABLE 602 & CRC 302.1(1).
17. A GRADING PERMIT SHALL BE 08TAINED FROM THE DEPARTMENT OF PUBLIC WORKS IF REQUIRED.
18. A STORMWATER CONSTRUCTION POLLUTION PREVENTION PERMIT IS REQUIRED AND SHALL BE OBTAINED PRIOR TO ISSUANCE OF A BUILDING PERMIT.
FIRE SPRINKLER SYSTEM NOTES:
1. PROVIDE A RESIDENTIAL FIRE SPRINKLER SYSTEM THROUGHOUT THE BUILDING.
2. PROVIDE A MIN.MUM 1" WATER MAIN.
3. PROVIDE A BACKFLOW PREVENTION DEVICE / DOUBLE CHECK VALVE ASSEMBLY.
4. FIRE SPRINKLER SHALL BE INSTALLED UNDER A SEPARATE DEFERRED FIRE PERMIT APPROVED BY THE FIRE DEPARTMENT PRIOR TO INSTALLATION.
LANDSCAPE NOTES:
1. EXISTING TREES TO REMAIN, NO EXISTING TREES TO BE REMOVED. ANY EXISTING TREE OVER 48" CIRCUMFERENCE AT 54 INCHES FROM BASE OF TREE MAY NOT BE REMOVED
WITHOUT A PROTECTED TREE REMOVAL PERMIT FROM THE PARKS DIVISION.
2. ALL EXISTING LANDSCAPING TO REMAIN.
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KEYNOTE LEGEND
KEY # KEY NOTES
1 (E) ELECTRICAL METER & SERVICE PANEL
2 (E) GAS METER
6 (E) COVERED STONE TILE ENTRY PATIO 8 STEPS
7 (E) DOWNSPOUT, NP.
8 (E) MAILBOX TO REMAIN, PROVIDE (N) FOR 2ND UNIT, VERIFY W/ OWNER
9 (E) ILLUMINATED SITE ADDRESS IDENTIFICATION: V.I.F. TO COMPLY W/ CRC 319.1, MIN. 4" HIGH W/
MIN. 1/2" STROKE WIDTH W/ CONTRASTING BACKGROUND, PROVIDE (N) FOR 2ND UNIT PER CODE,
VERIFY LOCATION W/ OWNER
10 (E) COVERED EXTERIOR STAIRS
11 (E) WROUGHT IRON HANDRAIL / GUARDRAIL
12 (E) WATER METER
13 (E) SANITARY SEWER CLEANOUT
20 (E) METAL GATE
21 (E) OUTLINE OF 2ND FLOOR CANTILEVER
29 (E) LANDSCAPE, HEDGE
30 (E) CONCRETE DRAINAGE DITCH
31 PARTIAL FOOTPRINT OF (E) ADJACENT DWELLING
42 (E) TRELLIS STRUCTURE TO BE LEGALIZED
46 (E) NON-LANDSCAPE TREE, V.I.F W/ CITY ARBORIST
48 (E) WOOD FENCE
49 REMOVE (E) POST AND LOW WALL W/ CAP TO PROVIDE +�- 4'-0" BACK UP SPACE
51 (N) G.S.M. GUTTER W/ G.S.M. DOWNSPOUT & SPLASH BLOCK AS REQUIRED, MATCH (E)
62 (N) LANDSCAPE TREE (NON-FRUIT OR NUT BEARING) 24" MIN. BOX SIZE, SELECTED BY OWNER
64 DIRECTION OF RUNOFF FROM (N) DOWNSPOUTS AWAY FROM SIDE PROPERTY LINES, V.I.F.
I NOTE:
', 1. EXISTING TREES TO REMAIN, NO EXISTING
' TREES TO BE REMOVED.
' 2. ALL EXISTING LANDSCAPE TO REMAIN.
' 3. SITE PLAN BASED ON SURVEY DATED
' 10-17-96 BY
L. WADE HAMMOND
' 36660 NEWARK BOULEVARD, SUITE C
i NEWARK,CALIFORNIA94560
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TC 53.5'
SCOPE OF WORK
• DOCUMENTING OF (E) 2 STORY BUILDING DUPLEX
• ADDITION OF A NEW 2ND FLOOR BEDROOM IN UPPER SECONDARY
UNIT
• PARTIAL INTERIOR REMODEL OF EXISTING UPPER SECONDARY UNIT
• ADDITION OF 5TH REQUIRED PARKING SPACE IN EXISTING ON GRADE
PARKING GARAGE
• UPGRADING TO CURRENT CODE & DOCUMENTING OF (E)
UNPERMITTED TRELLIS 8 BARBECUE / OUTDOOR KITCHEN IN (E)
OUTDOOR PATIO IN THE REAR YARD
ZONING INFORMATION
ASSESORS PARCEL NUMBER 029 021 120
JURISDICTION CITY OF BURLINGAME
ZONING DISTRICT R-2
PLANNING DATA
EXISTINC� DUPLEX
LOT AREA = 8,447 SF
MAXIMUM ALLOWABLE SITE COVERAGE (40%)= 3,378.8 SF
EXISTING LOT COVERAGE (38%) = 2,705+352.3+1052+43.4 =
3,205.9 = 3,206 S.F.
PROPOSED LOT COVERAGE (38%) = 3,206 S.F. (NO CHANGE)
= 3, 206 5. F. < 3, 378.8 S. F.
PARKING SPACE REQUIREMENT = 2+ 2-1/2 = 5 CARS
EXISTING SPACES = 4 CARS
PROPOSED SPACES = 5 CARS
MAXIMUM ALLOWABLE BUILDING HEIGHT = 2-1/2 STORIES, 30'
EXISTING = 2 STORIES, +/- Z�'-5 1/2"
PROPOSED (NO CHANGE) = 2 STORIES, +/- Z�'-5 1/2"
GROSS FLOOR AREA SCHEDULE
AREA
NAME EXISTING NEW REMOVED TOTAL
FIRST FLOOR 2428 SF 0 SF 0 SF 2428 SF
SECOND FLOOR 1980 SF 430 SF 0 SF 2410 SF
TOTAL 4838 SF
BUILDING DATA
OCCUPANCY GROUP : R3 & U
CONSTRUCTION TYPE : V-B
BUILDING CODE
1. ALL NEW WORK SHALL BE IN STRICT CONFORMANCE WITH THE
FOLLOWING CODES & ORDINANCES INCLUDING BUT NOT LIMITED TO:
" PART 1: 2013 CALIFORNIA ADMINISTRATIVE CODE
* PART 2: 2013 CALIFORNIA BUILDING CODE
* PART 2.5: 2013 CALIFORNIA RESIDENTIAL CODE
* PART 3: 2013 ELECTRICAL CODE
" PART 4: 2013 CALIFORNIA MECHANICAL CODE
* PART 5: 2013 CALIFORNIA PLUMBING CODE
' PART 6: 2013 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS 8
CODE
` PART 8: 2013 CALIFORNIA HISTORICAL BUILDING CODE
" PART 9: 2013 CALIFORNIA FIRE CODE
• PART 10: CALIFORNIA EXISTING BUILDING CODE
" PART 11: 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGreen)
' PART 12: 2013 CALIFORNIA REFERENCED STANDARDS CODE
ALL OTHER ADOPTED APPLICABLE CODES AND ALL OTHER APPLICABLE
LOCAL AND STATE LAWS, REGULATIONS, ORDINANCES INCLUDING ALL
AMENDATIONS AS ADOPTED IN ORDINANCE 1889.
PER SB 407 NON�OMPLIANT PLUMBING FIXTURES ARE TO BE REPLACED W/
WATER CONSERVING PLUMBING FIXTURES.
SHEETSINDEX
SHEET # SHEET NAME
A-t.t SCOPE OF WORK, ZONING INFO., PLANNING DATA, SHEET INDEX,
BUILDING DATA 8 CODE INFO., TEAM LIST, LOCATION MAP, SITE
PLAN & ROOF PLAN, KEY NOTES LEGEND, GENERAL PROJECT &
ROOF NOTES
A-1.2 FLOOR PLANS SHOWING LOT COVERAGE AND FLOOR AREA
DIAGRAMS
.i- � - io
7oeserancK A-2.1 EXISTING & PROPOSED FLOOR PLANS
A-2.2 EXISTING & PROPOSED ROOF PLANS, ROOF NOTES AND KEY
A-3.1 EXISTING AND PROPOSED EXTERIOR ELEVATIONS
A-3.2 EXISTING & PROPOSED EAST EXTERIOR ELEVATIONS ,��,
A-3.3 EXISTING 8 PROPOSED WEST ELEVATION EXTERIOR I
SCHEDULE AND TYPES OF FINISH
A-3.4 PROPOSED BUILDING SECTIONS, DETAILS & WINDOW SCHED
A-3.5 EXTERIOR ELEVATIONS OF (E) STORAGE SHED 3 AND (E) TRE
A-7, t CONSTRUCTION BEST MANAGEMENT PRACTICES
-� `� (2)NEW TREES:CHINESEPISTACHE(PISTACIA
CHINEN515), 24" MIN. BOX SIZE, IN CITY RIGHT OF WAY,
VERIFY LOCATION W/ OWNER & CITY ARBORIST
0' S' 10' 20' 4�, PROJECT NORTH
PROJECTTEAM
OWNER:
ISAAC LEE
823 EDGEHILI DRNE
BURLINGAME, CA 94010
ARCHITECT:
JOHN MATTHEWSARCHRECTS
335A EAST FOURTH AVENUE
SAN MATEO,CA 9440'I
TEL 650 340'1107
ENGINEER:
MIKEMAHMOU�IAN &ASSOCIATES
85'I BURL4Y ROAD, SURE 519
BURLINGAME, CA 94010
TEL: 650 348 3457
CiT'�' Oc
SURVEYORS: t�J�"1�}�'�
L. WA�E HAMMONO
36660NEWARK 80ULEVARD, SUITEC
NEWARK, CALIFORNIH 94560
TEL: 510 579 6112
KAVANAGH ENGINEERING
708 CAROLAN AV ENU E,
BURLINGAME, CA 94010
TEL: 650 5791944
ENERGVCONSULTANT:
AM CONSULTANTS
2292CRESTUNEROAD,
PLEASANTON, CA 94566
TEL' 925 462 8108
JOHN
MATTHEWS
ARCHITECTS
335-A EAST FOURTH AVENUE
SAN MATEO, CA 94401
TELE: 850 34o-1107
( )
FAX: (650) 340-1677
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SCOPE OF WORK,
ZONING INFO.,
PLANNING DATA,
SHEETINDEX,
BUILDING DATA&
CODEINFO.,TEAM
LIST, LOCATION MAP,
SITE PLAN & ROOF
PLAN, KEY NOTES
LEGEND,GENERAL
PROJECT & ROOF
NOTES
PLANNING
APPLICATION
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JOB NO.
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I FIRST FLOOR 2428 SF 0 SF 0 SF 2428 SF
SECOND FLOOR 1980 SF 430 SF 0 SF 2410 SF
(E) STORAGE SNEO 2. TOTAL 4838 SF
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PROJECT NORTH
0' 4' 8' 16' 32'
JOHN
MATTHEWS
ARCHITECTS
335-A FAST FOURTH AVENUE
SAN MATEO,CA84401
TELE: (850) 340-1107
FFV(: (650)340-'1677
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FLOOR PLANS
SHOWING LOT
COVERAGEAND
FLOOR AREA
DIAGRAMS
PLANNING
APPLICATION
DATE
MARCH 28, 2017
FFI610N SOIEW LE
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� INSULATE W/ R-13 MIN. INSULATION IN OPAQUE PORTIONS OF ABOVE GRADE
FRAMEO WALLS SEPARATMG CONDRIONED SPACES FROM UNCONDITIONED
SPACES OR AMBIENT AIR (EXCEPTION: EXISTING WALLS ALREA�V MSULATED TO
. AN INSTALLED THERMAL RESISTANCE OF R-11 OR GREATER), PER 2013 BUILDWG
'' !�>-. I 'i ENERGY EFFICIENCY STANDARDS 150.0 (C) 2
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'1. PROVIOE FIREBLOLKING AT ALL CONCEALED ORAFT OPENINGS (BOTH VERTICAL AND
�ii _� 49 - -� I ' I HORIZONTAL) PER GRL R30211
f I � LL I I I'. I Z. PROVIDE DRAPTSTOPPING AT ALL USABLE SPACES BOTH ABOVE AND BELOW CONCEALED
� '�" Z� - 4 SPACES OF A FIOOR / CEILING PSSEMBLY PER CRL R30212
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I. +h 1T-111/2" i/- 8'-41/2" . I
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+/- 28' - 4•,
/,1 (E) 1ST FLOOR PLAN SHOWING DEMOLIITON
��J 1/8 = �,_0„
KEYNOTE LEGEND
KEY # KEY NOTES
6 (E) COVERED STONE TILE ENTRY PATIO 8
STEPS
21 (E) OUTLINE OF 2ND FLOOR CANTILEVER
24 (E) WINDOW TO BE REMOVED / REPLACED,
PATCH OPENING AS REQD., (N) FINISH TO
MATCH (E), TYP.
32 (E) DOOR TO BE REMOVED
33 (E) WINDOW TO BE REPLACED W/ EGRESS
WINDOW
39 (E) FLAT ROOF
40 REMOVE (E) INTERIOR PARTITIONS,
DOORS, WINDOW, FINISHES AND (E) POSTS
41 REMOVE (E) GARAGE DOOR AND (E) WALL
FRAMING 8 FINISHES FOR (N) DOORS,
S.S.D.
44 (E) WOOD BURNING FIREPLACE INSERT,
COMPLY W/ ALL REQUIREMENTS AS A U.S.
EPA PHASE II CERTIFIED WOOD-BURNING
DEVICE IF APPLICABLE, V.LF.
49 REMOVE (E) POST AND LOW WALL W/ CAP
TO PROVIDE +/- 4'-0" BACK UP SPACE
50 REMOVE (E) DOOR
56 (N) WOOD VENTING SKYLIGHT, VELUX VSE
M06 2 0 04 (30 1/16" x 45 3/4"), GLAZING PER
CRC R308.6.2, VERIFY W/ OWNER
69 (N) P.T.D.F. POST TO ALIGN W/ (E)
70 (N) 3'-0" WIDE WOOD PANELED DOOR
PROJECT NORTH
0' 4' 8' 16' 32'
JOHN
MATTHEWS
ARCHITECTS
335-A EAST FOURTH AVENUE
SAN MATEO, CA 94401
TELE: (650)340-1107
FAX: (650) 340-1877
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APPLICATION
DATE
MARCH 28, 2017
FfI510N SCHE W Lf
REVISIONNO. MTE NOTES
SCALE
1 /8" = 1'-0"
oanwn�
EPM
JOB NO.
16611
SHEEf
A-2.1
OF SHEETS
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2' 1/8�� _ ��_���-- -
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� (E) ROOF PLAN
�-� 1/8,� _ ��_Q�� --
�
I ROOF NOTES:
1 ROOF PENETRATIONS, SUCH AS PWMBING VENTS, MECHANICAL FLUES AND
EXHAUST VENTS ARE NOT SHOWN FOR CLARITY�, PROVIDE AND INSTALL ALL
ROOF JACKS, FLASHINGS, GOLLARS, VENTS AND FLUES TO MAKE ALL
SYSTEMS COMPLETE AND WEATHERPROOF
2. PROVIDEANDINSTALLG.S.M.FLASHINGANDCOUNTERFLASHING�
JUNCTURES OF ROOFING AND VERTICAL SURFACES TO MAKE
WEATHERPROOF.. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF
THE SMACNA ARCHITECTURAL SHEET METAL MANUAL.
3. PRIME AND PAINT ALL EXPOSED (N) G.S.M. INCLUDING FLUES AND VENTS.
4. ALL MECHANICAL AND PLUMBING VENTS TO BE A MINIMUM 3' ABOVE OR 10'
AWAY FROM ALL VENTING SKYLIGHTS, BATHROOM FANS ARE PERMITTED TO
BE 3' AWAY. 2013 CMC 504.5, 2013 CPC 906.2.
5. PROVIDE HOT-DIPPED GALVANIZED ROOFING NAILS FOR THE INSTALLATION
OF THE ROOF SHINGLES.
6. PROVIDE ALL CLASS A FIRE-RESISTANCE ROOFING (TOTAL ASSEMBLY)
INCLUDMG ROOF COVERING, UNDERLAYMENT MATERIAL, DECKING, VALLEY
FLASHING AND GUTTER PROTECTION.
7. NEW EAVE SHALL NOT PROJECT WITHIN 2 FEET OF THE PROPERTY LINE.
KEYNOTELEGEND
KEY # KEY NOTES
3 (E) SOLID WOOD BURNING FIREPLACE AND CHIMNEY, TO
COMPLY W/ U.S. EPA PHASE II CERTIFIED WOOD-BURNING
DEVICE, V.I.F.
5 (E) CHIMNEY & FLUE, VERIFY CHIMNEY TERMINATES 2 FEET
HIGHER THAN ANY PORTION OF BUILDING WITHIN TEN FEET
16 (E) GUTTER, TYP.
17 (E) COMPOSITION SHINGLE ROOF, +/-3-1/2"/12" (E) ROOF SLOPE,
V.I.F.
21 (E) OUTLINE OF 2ND FLOOR CANTILEVER
22 (E) SKYLIGHT TO REMAIN
27 (E) FLAT ROOF OVER (E) ENTRY PORCH
39 (E) FLAT ROOF
42 (E) TRELLIS STRUCTURE TO BE LEGALIZED
51 (N) G.S.M. GUTTER W/ G.S.M. DOWNSPOUT & SPLASH BLOCKAS
REQUIRED, MATCH (E)
57 (N) COMPOSITION SHINGLE ROOF, MATCH (E) AND ROOF SLOPE
64 DIRECTION OF RUNOFF FROM (N) DOWNSPOUTS AWAY FROM
SIDE PROPERTY LINES, V.I.F.
65 (N) LOWER ROOF G.S.M. RAFTER VENTS: NOLL E314, NET FREE
AREA 37 SQUARE INCH, @ EAVE, TYP.
66 (N) G.S.M. UPPER ROOF VENTILATOR: NOLL MODEL 20, NET
FREE AREA 48 SQUARE INCH, LOCATE PER CRC 806, TYP.
ENCLOSED ATTIC SPACE VENTILATION
PER CRC 2013 R806:
W/ UPPER AND LOWER VEM'ING OFATTIC OR RAFTER SPACE, MIN. NET
FREEVENTILATION AREARE�D.=V3000FAREAOFTHEVEN7ED
SPACE
(40%MIN.AND 50%MAX.OFTOTALVENTIL4TION MAYBE LOCATED IN
UPPER PORTION OFATTIC)
2ND FLOOR NEW ROOF=4405.F.ATTIC SPALE
FOR440SF(63,3605.1.) VEMEDAREA
63,36� / 300 = 212 5.1. 272 SOUARE INCH
50%ABOVE ('I�6 S.I. RE�D. ABOVE, 50% HELOW (1�6 5.1. RE�D. BELONn
LOWER RAFfER VENTS PROVIDE 37 SOUARE INCHES APPROXIMATE
FREEAREAPER MFTER VENT
106/ 37 = 3 V ENTS R EQUIR ED,4 PROVIDED
UPPER ROOF VENTIL470R5 PROVIDE 485QUARE INCHES
APPROXIMATE FREE AREA PER ROOF VENTILATOR
106/48=2.2 3VENTILATORSREQUIRED,4PROVIDED
n ROOF VENT CALCULATIONS
U 1/4��_ ��_0„
\,
PROJECT NORTH
0' 4' 8' 16' 32'
JOHN
MATTHEWS
ARCHITECTS
335-A EAST FOURTH AVENUE
SAN MATEO, CA 944�1
TELE: (65�) 34o-1'107
FAX: (650) 340-1877
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PLANNING
APPLICATION
DATE
MARCH 28, 2017
REVLSION SOIE W LE
aevivor+Ha. w1e uo�s
SCALE
As indicated
oanvura
EPM
JO B NO.
16611
SHEEf
A-2.2
OF SHEETS
J _ .. . �___', 27
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. . _. .. . ...- . _. .. . __- . ._- __..___ __. — _ ... .
- , _ _ \ (E)SKYLIGHTTO REMAIN�
� \�
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^ (E) DOKNSPOUT, N
W (E) WROUGHT IRON H
C' GUAR�RAIL
N
� (E) WROUGHT IRON H
GUARDRAIL
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� (E) FRONT ELEVATION (NORTH)
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I (N) WOOD STUCCO MOLO & SILL,
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i SHEETA-3.4
I 'i (E) LIGHT FIXTURE AT STAIR LANDING
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I-�. TERMINATES 2 FEET HIGHER THAN ANY
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(E) SKYLIGHT TO REMAIN
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) FASCIA
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. ,�, _� ___.._. __. _.. ____.-____-. ���_ �
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' � � - �'- 2ND FLOOR
� \` TOP PLATE
. (E) DOWNSPOUT, TYP � �- �� - �� � � � �� � '. .�
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I i . � . �. , . .. . I . �-- (60.5')
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AV E. T.O.C. —i�
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_ ___.... - .. _ _.._
(E) VINYL WINDOW TO REMAIN, SEE GAR E
WINDOW SCHE�ULE ON SHEET A-3.4 (51.4')
(E)COVERED EXTERIOR STAIRS
/� (E) REAR ELEVATION (SOUTH)
fIL�i1S�lY
� �� NEW WINDOWS:
�� oeeuNiNc oecuNiH� � 1. MARVIN ALUMINUM CLAD WOOD WINDOWS
HEIGHT ' MpGHT ��
! NEW WINDOWS. '. I er„V�OPE �i ENVFtOPE �
'1. MARVINALUMINUMCLADWOODWINDOWS'i ' � (N)7/B"CEMENTPLASTEROVER2
I p� p� I LAYERS GRADE D PAPER, MATCH (E),
I I I I TYP.
(N) REDWOOD FASCIA TO MATCH (E)
�ECLINIYG HEIGYT
ENVFlOPE -
� �i � (N) ALUMINUM CLAD WOOD WINDOW WJ �
2'-�"MIN.HIGHERTHAN (N)WUODVENTINGSKYLIGHT,VELUX '. TYP. N VrDODSTUCCOMOLD&SILL, �
ANY PORTION OF 2 �� VSE MO6 2004 (301/16" x 45 3/4"), � � � (E) SKYLIGHTTO REMAIN MATCH (E), SEE WIN�OW SCHEDULE ON �
BUILDING WI7HIN 10'-�" I I GLAZING PER CRC R308.62, VERIFY W/ � � �- I I � P�
OF CHIMNEY, V.LF. A 3'4 I OWNER i SHEEf A-3.4 �
�o�-o- I � ' I (NOLLMODEL20,NE�FREEAREA48� � I
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TYP. � I
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' � ` ' � � i - � � MATCH (E), SEE WINOOW SCHEDULE ON i � I . _ ? _ �
SHEET A 3.4
, � .. _ � � f- � � -3 �'. � <-
. __ � W (N) COMPOSffION SHINGLE ROOF, I � . EGRESS
� - MATCH(E)ANDROOFSLOPE � I � �
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- - - - — - 51.65' +/-3-0(E)SETBACK'
(E) STONE VENEER (N) (NUVW OD STUCCO MO�D & SILLN,/ W/
MATCH (E), SEE IMNDOW SCHEDUIE ON 4'4" 2ND FLOOR SETBACK
SHEET A-3.4 ��
�� PROPOSED REAR ELEVATION (SOUT� _
1/4" = 1'-0"
I I
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(N) G.S.M. GUTTER W/G.S.M. �, 1 � J
DOVIMSPOUT&SPLASH9l.00KAS � �
REQi �IRED, MATCH (E) � I I
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JOHN
MATTHEWS
ARCHITECTS
335-A EAST FOU RTH AV ENU E
SAN MATEO,CA84401
TELE: (650) 3441107
FAX'. (650) 340-1677
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REVISION SOIf W LE
EVISONNO. OATE NOTES
SCALE
1/4�� _ ��_���
DR4WN
EPM
JOB NO.
16611
SHEET
A-3.1
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RE�UIftED, MATCH (E)
COMPOSITION SHINGLE ROOF,
MTCH (E) AN� ROOF SLOPE
(N) G.S.M. UPPER ROOF VEN7ILATOR:
NOLL MODEL 20, NET fREE AREA 48
SOUARE INCH, LOCATE PER CRC 806, �
TYP.
t/- 21'-6 V2" (E) �,
2ND FLOOR ADDRION I
� , �
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(E) LIGHT FIXTURE AT STAIR
:) CEMEN PLASTER, TYP. TO REMAIN, V.I.F.
(E) CO POSITION SHINGLE ROOF, +/- I (E) CEMENT PLASTER, TVP: �-�
3-1/T 17' (E) ROOF SLOPE, V.I.F.
(E) WOOD / GLASS PANELED DOOR � ��
(E) COMPOSRION SHINGLE ROOF, +h (E) COMPOSITION SHINGLE ROOF, +/- (E) VINYL WINDOW TO REMHIN, SEE - I�--�,
3-1/2'Y12" (E) ROOF SLOPE, V.I.F. 3-'i/2"/12" (E) ROOP SLOPE, V.I.F. � (E) CEMENT PLASTER, TYP. VNNDOW SCHEDULE ON SHEEf A-3.4 �
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- - --�------ ----------- --------- �-----------------
(E) WOOD SEC710NAL GARAGE DOORS (E) NAOD SECTIONAL GARAGE DOORS (E) WROUGHT IRON HANDR4IL /�
TO 9E REMOVED TO 8E REMOVED GUARDRAIL (E) N.00D PANELED DOOR
7/8" CEMENT PLASTER OVER 2 (E) COMPOSRION SHINGLE ROOF, +y
RS GRADE D PAPER, MATCH (E), 3-1/2"/12" (E) ROOF SLOPE, V.I.F.
� TYP.
(N) ALUMINUM CLAD WOOD WINDOW W/
(N) WOOD STUCCO MOLD & SILL,
MATCH (E), SEE WINDOW SCHEDULE ON�
SHEET A-3.4
- _.... _.___.. ._. - __
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(N) EAVE TO
MATCH (E), TYP.
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-�OVNVSPOUT & SPLASH BLOCK A �� �; W/ ELECTRIC OPERATO Ri TYP;
REOUIRED, MATCH (E) (N) ALUMINUM CL4D WOOD VNNDOW W/
(N) WOOD STUCCO MOLD &SILL,
MATCH (E), SEE WINOOW SCHEDULE ON
SHEET A-3.4
2 P ROPOS�ED LEFT SIDE ELEVATION (EAST)
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GUARDRAIL �NDOWSCHEDULEONSHEEI'A-3.4 TOREMAIN,V.I.F.
(N) LED LIGHT FIXTURE CONTROLLED
BY A PHOTOCELL Oft AN
ASTRONOMICAL TIME CLOCK PER
BURIINGAME MUNICIPAL CODE AND
GREEN BUILDING STANDARDS
/OLASS PANELED DOOR
(E) SKYLIGHT TO REMAIN
� NEW WINDOWS:
1. MARVIN ALUMINUM CLAD WOOD WINDOWS
(N) ALUMINUM CLAD VW OD WINDOW W/
(N) WOOD STUCCO MOLD 8 SILL,
MATCH (E), SEE IMNDOW SCHEOULE ON
SH EET A-3.4
(E) GUTTER, TYP.
�
Rlll�h���I
_ _ _ 2 FLOOR
T PIATE
' � .__ _ .... 2 FLOOR �
_ (60.5')
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JOHN
MATTH EWS
ARCHITECTS
335-A EAST FOURTH AVENUE
SAN MATEO,CA84401
TELE: (650) 340-'1107
FAX: (650) 340.1677
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_ 2ND FLOOR
TOP PLATE
(E) DONMSPOUT, TYP.
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EXISTING &
PROPOSED EAST
EXTERIOR
ELEVATIONS
PLANNING
APPLICATION
DATE
MARCH 28, 2017
REVRIONSLHFWIf I
REVi9prvx0- MTE NOTES
(51.4') ��I
SCALE
1 /4�� _ � �_0��
ORANM
EPM
JOB NO.
16611
SHEEf
A-3.2
OF SHEETS
TYPES OF FINISH
TYPE COATS DESCRIPTION
A 3 PRIME BOTH FACES + 2 COATS GLOSS ALKYD ENAMEL
B 1 SEMI-TRANSPARENT STAIN
C 4 PRE-TEATMENT PRIMER + ZINC OXIDE PRIMER + 2 COATS GLOSS ALKYD
D 4 PRE-TREATMENT PRIMER + 2 COATS FLAT ACRYLIC
E 3 PRIMER + 2 COATS FLAT EXTERIOR LATEX
F 3 PRIMER + 2 COATS FLAT LATEX
G 3 PRIMER + 2 COATS SEMIGLOSS ACRYLIC
H 3 PRIMER + 2 COATS EGGSHELL ACRYLIC
J 3 PRIMER + 2 COATS SEMI-GLOSS ALKYD ENAMEL
K 4 SANDING SEALER + WIPING STAIN + 2 COATS SEMI-GLOSS LACQUER
L 4 WIPING STAIN W/ FILLER + 3 COATS SATIN POLYURETHANE
M 4 SANDING SEALER + STAIN + 2 COATS SATIN POLYURETHANE
NOTE: FOR EXISTING SURFACE IN GOOD CONDITION USE 1 OR 2 COATS AS NECESSARY TO MATCH. FOR
REPAIRED OR PATCHED SURFACES SPOT PRIME WITH SPECIFIED PRIMER AND USE 1 OR 2 FINISH COATS
AS NECESSARY. REVIEW SHEEN AND COLOR WITH OWNER AND CLIENT.
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� I TERMINATES 2 FEET HIGHER THAN ANY
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- FEET WINDOWSCHEOULEONSHEET
(E) COMPOSITION SHINGLE ROOF, �/- (E) CEMENT PLASTER, TVP.— (E) COMPOSITION SHINGLE ROOF,+/-
3-172"/'12" (E) ROOF SLOPE, V.LF. 37�2"/12" (E) ROOF SLOPE, V.I.F.
._ — . . _ _�— _—
�
(EJ WROUGHT IRON HANDRAIL / '��.
GUARORAI l� ��--
2ND FLOOR _ � . ._____— ___—_ . . . _ .. _ ___ __—_ _ _ _ - _ _ — �'
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(E) NhiOUGHT IRON HANORAIL / (N) FIN ISH TO MATCH (E), TYP.
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O_(E) RIGHT SIDE_ELEVATION (WEST) _--_ _ __ __ _ __ _ . _--
1 /4 = 1 _O�r _ _ _ __ _ _ _ _ ---- . .
r_._ .._._ ._. __..._._____ _._._ ____. _ _— ___-_-
NEW WINDOWS:
1. MARVIN ALUMINUM CLAD WOOD WINDOWS
(E) COMPOSRION SHINGLE ROOF, +/-
� 3-1/2'712"(E)ROOFSLOPE,V.I.F.
(N) ALUMINUM CLAD WOOD NANOOW W/
(N) WOOD STUCCO MOLD 851LL,
MATCH (E), SEE WINDOW SCHEDULE ON
SH EET A-3.4
_(E) COMPOSRION SH W GLE ROOF, +/-
' 3-12"/72" (E) ROOF SLOPE, V.I.F.
SKYLIGHT TO REMAIN ��. �IE) CEMENT PLASTER, TVP.
(N) WOOD VENTING SKYLIGHT, VELUX
(N) G.S.M. UPPER ROOF VENTIL4TOR: VSE MO6 2004 (301/16" x 45 3/4"),
NOLI MODEL 20, NET fREE AREA 98 GLAZING PER CftC R308.82, VERIFY W�
SQUARE INCH, LOCATE PER CRC 806, OVUNER
TYP.
3
(N) VINYL WINDOW W/ (N) WOOD A-3.4
iTUCCO MOLD & SILL, MATCH (E), SEE
WINDOW SCHEDULE ON SHEET A-3.4
4
(N) 7!8" CEMENT PIASTER OVER 2 A-3.4
LAYERS GRADE � PAPER, MATCH (E),�
. TYP.
(N) G.S.M. UPPER ROOF VENTILATOR:
NOLL MODEL 20, NEf FREE AREA 48
SQUARE INCH. LOCATE PER CRC 806,
TYP.
(N) COMPOSRION SHINGLE ROOF,
MATCH (E) AND ROOF SLOPE
(N) G.S.M. GUTTER W/ G.S.M.
�DOV4NSPOUT 6 SPIASH BLOCK AS
RE�UIRED, MATCH (E)
(N) G.S.M. GUTTER W/G.S.M.
DONMSPOUT&SPLASH BLOCKAS
� RE�UIRED,MATCH(E)
'�, 2ND FLOOR _ _ _ � � W "'
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�'. (E) STONE VENEER (E) ELECTRICAL METER & SERVICE �(N)ALUMINl1M CLAD WOOD WINDOW W/ � (N) G.S.M. GUTTER W/ G.S.M. (N) G.S.M. GUTTER W/ G.S.M.
'.. 15T FLOOR PANEL '
— �� — — — -- — (N)VWODSTUCCOMOLD&SILL, �' DOWNSPOUT85PLASHeLOCKAS - DOVNJSPOUT&SPLASHBIOCKAS ��
�____�52.4�____ _______________________________________________________________________ MhTCH(E),SEEWINDOWSCHEDULEON___ REQUIRED,MATCH(E),______ REDUIRED,MATCH�EL_____AVE.T_O.C. �
_-----_—__ ___—_�__---____.
/\ GAi`lAGE — — — — SHEETA3.4 51.65• —
� (5�.4')
� PROPOSED RIGHT SIDE ELEVATION (WEST)
`2 1 /4�� _ 1 �_���
EXTERIOR FINISHES 8 COLOR SCHEDULE
DESCRIPTION MATERIAL FINISH REMARKS
(E) &(N) WALLS (E) &(N) CEMENT PLASTER E LOW V.O.C. PAINT
(N) EXTERIOR DOORS WOOD G LOW E, DUAL PANE
(N) EXTERIOR WINDOWS ALUMINUM CLAD WOOD G LOW E, DUAL PANE
(N) ROOF COMPOSITION SHINGLE - CLASS A, MATCH (E)
GUARDRAIL, HANDRAIL EXISTING WROUGHT IRON - -
TRIM, STUCCO MOLD & FASCIA WOOD G MATCH (E), LOW V.O.0 PAINT
VENTS, DOWNSPOUTS & GUTTER GALVANIZED SHEET METAL D MATCH (E), LOW V.O.0 PAINT
JOHN
MATTH EWS
ARCHITECTS
335-A EAST FOURTH AVENUE
SAN MATEO, CA 94401
TELE: (650) 340-1107
FAX: (850) 340-'1677
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FINISH SCHEDULE AND
TYPES OF FINISH
PLANNING
APPLICATION
DATE
MARCH 28, 2017
qJ SpIE W LE
EV190NN0_ DATE NOtES
SCALE
1 /4�� _ � �_���
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EPM
JOB NO.
16611
SHEET
A-3.3
OF SHEETS
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(N) CLASS A COMPOSITION
SHINGLE ROOFING OVER #30 (N) HOL� OOWN
FELT UNDERLAYMENT,TYP. INSULATION W/1x,
00 NOT BLOCK AIRFLOW
(N) PLYWOOD, S.S.D. (N) D�4 RAFTER TAILS, S.S.D.
PROVIDE RAFTER VENTS NOLL E314,
(37 S.I. FREEAREA), WHERE RE�UIRE�, SEE
ROOF PLAN
(N) R-30 MIN. FIBERGLASS BATT
INSULATION AT NEW ROOF, TYP.
Dt FREIZE BLOCKING
i
� (N) 7x CEILING JOIST, S.S.�.
(N) G.S.M. GUTTER, W/ �
LEAF GAURD PER
CRC 327.5.4, � _ . __ .
. MATCH (E).TVP. � � � �� � � - �
�� . . . . . . . . . . . _ . . . �� (N) 2x RAFfERS, S.S.D
MATCH(E),TYP. '�.
1x6 T&G , V-GROOVE RDWD / I.
CEDAR, MA7CH (E), 1/2"TYPE "X" GYP. BD.
Dt RAFTER TAILS, MATCH (E), TYP. (N)1!2"GYP.
� RDWD / CEDAR TRIM, MATCH (E), TYP. BD., TYP.
(E� /(N) 7!8" CEMFNT PLASTER OVER 2 (N) 2x6 STUD WALLS, S.S.D.
LAYERS GRADE D BUIL�ING PAPER
(N)R-19MIN. FIBERGLASS
2 LAYERS GRADE � BATT INSUL4TION AT NEW WALLS,
BUILDING PAPER,TYP. TYp.
PLYVJOOD, S.S.D. .
�, NEW EAVE DETAIL
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GUTTER 6 G.S.M. DONMSPC
� � MATCH (E)
--� — — —_
G GE I�I — � �� I I I�1— ! — — I —
�si.a)i� II1=��� I�� ���-�I� �� ���—��� ��� ���—���—��� ��� '�� I
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� PROPOSED LONGITUDINAL SECTION __
1/4�, _ � �_��,
WINDOW SCHEDULE
SIZE
TYPE WIDTH HEIGHT MATERIAL GLAZING TYPE COMMENTS
1ST FLOOR (52.4')
E11 2' - 6" 3' - 0" - - - EXISTING TO REMAIN
E12 3' - 0" 4' - 0" - - - EXISTING TO REMAIN
E13 3' - 0" 3' - 6" - - - EXISTING TO REMAIN
E14 2' - 0" 3' - 4" - - - EXISTING TO REMAIN
E15 8' - 0" 2' - 8" - - - EXISTING TO REMAIN
E16 2' - 0" 1' - 6" - - - EXISTING TO REMAIN
N11 3' - 11 1/2" 3' - 11 1/2" ALUMINUM DUAL GLAZING, LOW E HORIZONTAL GLIDER WINDOW EGRESS
CLAD WOOD
2ND FLOOR (60.5')
E21 2' - 2" 3' - 0" - - - EXISTING TO REMAIN
E22 1' - 8" 2' - 8" - - - EXISTING TO REMAIN
E23 2' - 6" 3' - 4" - - - EXISTING TO REMAIN
E24 1' - 10" 2' - 10" - - - EXISTING TO REMAIN
E25 4' - 2" 4' - 2" - - EXISTING TO REMAIN
E26 4' - 8" 3' - 4" - - - EXISTING TO REMAIN
E27 2' - 10" 2' - 10" - - - EXISTING TO REMAIN
N21 2' - 2 11/32" 1' - 3 1/8" ALUMINUM DUAL GLAZING, LOW E FIXED WINDOW (N) WINDOW IN (E) OPENING, VERIFY SIZE IN FIELD, MULLED W/ N22, SEE
CLAD WOOD EXTERIOR ELEVATION
N22 6' - 9 1/2" 3' - 11 1/2" ALUMINUM DUAL GLAZING, LOW E HORIZONTAL GLIDER TRIPLE SASH WINDOW (N) WINDOW IN (E) OPENING, VERIFY SIZE IN FIELD, MULLED W/ N21, SEE
CLAD WOOD EXTERIOR ELEVATION
N23 2' -6" 3' - 11 1/8" ALUMINUM DUAL GLAZING, LOW E CASEMENT WINDOW EGRESS
CLAD WOOD
N24 2' - 0" 2' - 11 1/8" ALUMINUM DUAL GLAZING, LOW E, TEMPERED SAFETY GLASS CASEMENT WINDOW -
CLAD WOOD
N25 7' - 5 1/2" 3' - 11 1/2" ALUMINUM DUAL GLAZING, LOW E HORIZONTAL GLIDER TRIPLE SASH WINDOW EGRESS
CLAD WOOD
N26 4' - 11 1/2" 3' - 11 1/2" ALUMINUM DUAL GLAZING, LOW E HORIZONTAL GLIDER WINDOW (N) WINDOW, MULLED W/ N27, SEE EXTERIOR EELVATIONS FOR
CLAD WOOD LOCATIONS
N27 2' - 6" 1' - 5 1/8" ALUMINUM DUAL GLAZING, LOW E FIXED WINDOW (N) WINDOW, MUILED W/ N26, SEE EXTERIOR EELVATIONS FOR
CLAD WOOD LOCATIONS
N28 5' - 11 1/2" 3' - 11 1/2" ALUMINUM DUAL GLAZING, LOW E HORIZONTAL GLIDER TRIPLE SASH WINDOW -
CLAD WOOD
N29 5' - t 1/2" 4' - 7 1/2" ALUMINUM DUAL GLAZING, LOW E HORIZONTAL GLIDER TRIPLE SASH WINDOW (N) WINDOW IN (E) OPENING, VERIFY SIZE IN FIELD
CLAD WOOD
2ND FLOOR TOP PLATE
ore: Z - ' - 4 , , A
1. FENES7RATION PRODUC7S - PER 2013 eU1LDING ENERGY EFFlCIENCY STANOARDS 150.0 (Q�, FENESTRATION SEPARATING CONDITIONEU SPACE FROM UNCONDITIONED SPACE OR OUTDOORS SHALL HAVE MANDATORY U-FACTOR (0.58�, INCLUDING SKYLIGHTS.
2 REf3UIREMENTS: EMERGENCY ESCAPE AN� RESCUE OPENINGS MINIMUM REDUIREMENTS (EGRESS NANDOVYS�: MINIMUM NET CLEAR OPENING OF 5.7 S.F, MiN, MINIMUM NET CLEAR OPENING HEIGHT SHALI BE 24"AND MINIMUM NEf GLEAR OPENING NAD7H SHALL BE 20".
3. MATCH (E) COLOR.
4. NEW WINOOWS ARE MARVIN ALUMINUM LLA� WOOO NRNDOWS.
2ND FLOOR
TOP PLATE
S.M.
UT TO
. _ .. . 2ND FLOOR _�
(60.5')
, ,
� �
(N) WOOD STUCCO
- ��. I _ . MOLD, MATCH (E)
� �
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� MATCH (�, NP.
� TYPICAL NEW & (E) WINDOW7RIM DETAIL
U1/2��= ��_���
AVE. T.O.C. �
si.ss'
I
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JOHN
MATTHEWS
ARCHITECTS
335-A EAST FOUftTH AVENUE
SAN MATEO,CA84401
TELE: (650) 340-1107
FAX: (650) 340-'1677
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APPLICATION
DATE
MARCH 28, 2017
aEvaio+swEw�
PEV�90NNo. MTE NOTfS
SCALE
As indicated
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EPM
JOB NO.
16611
SHEEf
A-3.4
OF SHEETS
a
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SIOING &TRIM,
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(E) WO00 OOOR
� STORAGE SHED 3- FRONT ELEVATION (NORTH)
U 1/4�� _ ��_p��
(E) COMPOSI710N SHINGLE
- - � (� VINYI WINOOW
� STORAGE SHED 3- LEFT ELEVATION (EAST)
1/4�� _ � �_���
'� (E) WO00 SIDING
WI
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3�AGESHED 3- REAR ELEVATION (SOUTH)
1/4 = ��_���
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n STORAGE SHED 3- RIGHT ELEVATION (WEST)
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REMOVE(E) LOWWALLW/ GAR E REMOVE(E)WALL GARAGE GARR E � GAR E
CAP (51.4') 6 CAP (51.4') (51.4'� �
(E) LOW WALL W/STONECL4D�ING (51.4')
v(E) TRELLIS - FRONT ELEVATION (NORTH) � (E) TRELLIS - LEFT ELEVATION (EAST) � (E) TRELLIS - REAR ELEVATION (SOUTH) � (E) TRELLIS - RIGHT ELEVATION (WEST)
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JOHN
MATTHEWS
ARCHITECTS
335-A EAST FOURTH AVENUE
SAN MATEO, CA 84401
TELE: (650) 340-1107
FAX: (650) 340-1877
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PLANNING
APPLICATION
OATE
MARCH 28, 2017
' nevisorvrvoR���wreEW� rvmes I
SCALE I
1/4"= 1'-0"
DR4WN
EPM
JOB NO.
16611
SHEEI
A-3.5
OF SHEEfS
,
SAN MATEO COUNTYWIDE
Water Pollution
Prevention Program
Clean Water. Healthy Community.
Construction Best Management Practices (BMPs)
Construction projects are required to implernent the stormwater best management practices (BMP) on this page, as
they apply to your project, all year long.
l��iaterials & Waste Management
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Non-Hnz�rdous Mnterials
❑ Bcnn aud covcr slockpilcs af sAnd; dirl or oLhcr conslruclion m�tcrial
«�ith tarps when rain is forecast or if not activel�� Ueing used iz•ithin
I �4 day�s.
❑ Use (but don't overuse) reclaimed �ater for dust control.
Hazarduus Materials
❑ Label all liazardous materials and ha�ardous �,astes (such as
pesticides, paints.. thinners, soh-ents, fuel, oil; and antifreeze) in
accordance widi cin•, counn�, state and federal regulations.
❑ Store hazardous materials and wastes in R•ater tight containers, store
ut appropiiatc sccondan contauimcnt, and covcr thcm at thc cnd of
every work day or during �+et �ieather or ovhen rnin is forecast.
❑ FolloF�� mamifachucr's application insmicrions for hazardous
mllerials mid be careful uol lo use more lh�n uecessap•. Do nol
applc chemicals outdoors c��hen rain is forecast within 24 hours.
❑ Arrange for appropriale disposlf of all hazardous wasles.
Wastc Managcmcnt
❑ Covcr �vastc disposal containcrs sccurcly rs itli tarps at thc cnd of
cvcry � ork da� aud during wct �vcathcr.
❑ Clicck waslc disposal canlaiucrs licqucnlly for lcaks and lo makc
sure they are not overfilled. Ne�-er hose do«�n a dumpster ou die
consuvcrion site.
❑ Clean or replace portable toilets, and inspect them frequently for
leaks and spills.
❑ Dispose of all R•astes and debris properly. Recycle materials and
«-astes that can be recycled (such as aspbalt, concrete, aggregate base
materials, �c•ood, �•p boazd. pipe, etc.)
❑ Dispose of liquid residnes firom paints, fliuiners, sol��ents, glues, and
cleanuig Huids as hazazdons �r�aste.
Construction Eotranccs and Pcrimctcr
❑ Establisl� and maintain effective perimeter controls and stabilize all
constntction cntranccs and cuts to sufficicmlv control crosion and
scdiuicnt dischargcs from sitc and �ackuig o8� sitc.
❑ S�vccp or vacuimi any strcct tracking unmcdiatcly azid scciuc
scdimcnt sourec to prcvcnt furdror haclang. Ncvcr hosc down strccts
to cicfln up tracku�g.
Equipment Management &
Spill Control
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Muintenunce und Parlcing
❑ Designate an area, fitted �r•ith appropriate BMPs; for
vehicle aud eqniputent pazking and storage.
❑ Perfonu major maintenance, repau_jobs, and vehicle
and eqiupment �cashing off site.
❑ lf refiieling or vel�icle mauitenance must be done
onsite, n�ork iu a bermed area a�eav fiom storm drains
and o� cr a drip pan or drop cloUis big cnough lo collcct
fluids. Recycle or dispose of fluids as ha�ardous r��aste.
❑ If vehicle or equipment cleauu�g musl be done onsite;
clean c��ith n ater only in a bermed area dtat ��-ill not
allo�r rntse G�-ater to nm into �utters, streets, stomi
drains, or surface waters.
❑ Do uot clean vehicle or equipment onsite usuig soaps,
solveuts, deb�easers, or steam cleaning eqnipment.
Spill Prevention and Control
❑ Keep spill deanup materials (e.g., rags. absorbents and
cat littcr) availablc at thc construction sitc at all timcs.
❑ Tnspect � ehicles and equipment frequently for and
rcpair lcaks promptly. Usc drip pans to catch lcaks
unlil repaus are made.
❑ Clcan up spills or lcaks immcdiamly and disposc of
clelnup maleri�ls properly.
❑ Do not hosc do�cu surfaccs whcrc fluids l�avc spillcd.
Use dry cleanup methods (absorbenl materials, cnl
litter, and/or rags).
O Sweep up spilled dn� mllerials uumedi�teh-. Do nol
try, to ��ash them a�r�a}� with ���ater, or Uury them.
❑ Cle<w up spills on d'ut lreas by diggiug up �nd
properl,y disposing of contaminated soil.
❑ Report significant spills immediately. You are required
ln lacc to report all significant releases of hazardoiis
matcrials, including oil. To rcport a spill: 1) Dial J11
or yoiu local ciucrgcncy responsc ntuubcr; 2) Call thc
Governor`s OfGce of Emergency Services Wamuig
Center, (R(10) R�2-75�0 (2a hours).
Earthmoving
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❑ Scltedide grading azid excacation ��•ork
di�ring dry wcathcr.
❑ Stabilize all demided areas. install azid
mainlain lcinporar� crosion controls (such
as crosion conlrol labric or bondcd Gbcr
matri�) uutil vegetntion is established.
❑ Remo�e existing �-egetution onl� �hen
absolutel} necessaR�, and seedor plunt
ve�etation for erosion control on slopes
or �vhcrc conshuction is not immcdiatcl�
plamicd.
❑ Prc�°cnt scdimcnt from migratuig oY3sitc
azid protcct stonn draui uilcts, guttcrs,
dilches; and dr�ivage courses b} inst�lling
and maintainin� appropriate BMPs, siich
as fiber rolls. silt fences, sediment Uasins,
graccl bags, bcrnis, ctc.
❑ Keep excavated soil on site and transfer it
to dump trucks on sitc, not in thc sh�ccts.
Canteminated Sails
❑ If azi} of the follo�ving condirions are
observed,testforcontaminarion and
contact lhc Rcgional Walcr Qualit�
Coutrol Board:
- Unusual soil condilions, discoloralion,
or odor.
- Ab�ndoned uuderground tanks.
- Ab�ndoned wells
- Biuicd barrcls, dc6ris, or hash.
Paving/Asphalt Work
❑ Aroid pa�•ing and seal coatin� in wet
weather or tvhen raui is forecast, to
preveut materials that have not ctued
from conlaclu�g slomi�ralcr rw�oll�.
❑ Cover storni draui uilets aud uiaiilioles
whcn applying scal coAl, tAck coat; slum
seal, fog seal, etc.
❑ Collecl and recycle or approprialely
dispose of eacess abrasive gravel or sand.
Do NOT s�reep or �r•asli it iuto �nitters.
❑ Do not use water to wash do���n fresh
asphtilt concrete pavement.
San�cutting & AsphalUCuncrete Remuval
❑ Protecl nearbr' stonu drain inlels ��hen
saw cutting. Use filter fabric, catch basin
inlct filtcrs, or �avcl bags to kccp slum'
out of thc stonn drain systcin.
❑ Sho�-c1, abosorb, or eacuiun sa« -cnt
slurry aud dispose ot�ll wasle As soon
as you are finished 'ui one location or nl
the end oFeach scork dap (whiche�er is
soonerl).
❑ Tf sawcut slurry• enters a catcli Uasin; clean
it up inuucdiatcly.
Concrete, Grout & Mortar
Application
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❑ Store concrete, grout, and mortar awav
from storm drains or watcrwa} s, and on
pallcts undcr covcr ta protcct Uicm from
rnin, runoff, wd wind.
❑ W�sh out concrete equipmenUtrucks
offsile or in a designated washout
area, where the water �`�ill How into a
temporary waste pit, and in a manner
diat a�ill prcvcnt lcachnig into thc
uuderlyiug soil or onto surrou�ding areas.
Let concrele h�rden and dispose of as
garbage.
❑ When n•ashing exposed aggregate,
pre�-ent �vash��ater from entering storm
drains. Block any iiilets uid ��acumn
gullcrs, hosc �vasl�watcr onlo dirt �rcas, or
drain onlo a bcrnicd surCacc to bc pwupcd
and disposed of property.
Landscaping .
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❑ Protecl slockpiled landsc�ping mlleri�ls
from �vuid and rnin by sloring lhem under
tarps all year-round.
❑ St�ck blgged mnleri�l on pallets �nd
under cover.
❑ Discontinne application of anv erodible
landscape material ���ithin 2 days before a
forccast rain cvcnt or dtuing «�ct wcat6cr.
Painting & Paint Removal
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Painting Clcanup and Rcmo��al
❑ Ne�-er clean bruslies or rnise p�iul
containers into a street, gutter, storm
drain, or stream.
❑ For w�ater-based paints, paint out brushes
to the extent possible, and rinse into a
drain that goes to the sanitara secrer.
Nc��cr poiu� pauil donn a slorm draui.
❑ For oil-based pauits, pavit out brushes to
Ilie e�.lent possible vid clean Hith lhuuier
or solvent in a proper container. Filter and
reuse thinners and solvents. Dispose of
escess liquids as hazardous waste.
❑ Paint chips and dust from non-hazardous
dn shipping and sand blasting may be
s�vcpl up or collccicd 'ui plaslic drop
clolhs and disposcd of as �rash.
❑ Chciuical paint sLripping residuc and chips
vid dusl from maruic pluils or pau�ts
containing lead, mercury, or tribut}•ltin
must be disposed of as hazardous ��•aste.
Lead hased pauit remo��al requires a state-
ccrtificd contractor.
Dewatei•ing
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❑ Discharges of groundwater or captured
runoff from dcR�atcring operaUons must
be properly m�m�ged wd disposed. Wheu
possible seud de��alering disch�rge lo
landscaped area or sanitam sewer. If
discharguig to the sa�iitan se«�er call yotv
local ctiastewater heahneut plaut.
❑ Divert run-on cvater from offsite away
1'rom all dislurbcd azcas.
❑ W'hen dewatering, uotifi' and obtain
1pproval froru lltc local municipalily
bcforc discl�arging �ratcr to a strccl guttcr
or storm draiu. Filtration or di� ersion
through a basin. tank, or sediment trap
map ba reqnired.
❑ In azeas of known or suspected
coutamuiation, call ��oiu local agcncy to
dctcrminc tvhcdicr dic ground ���atcr nmst
bc tcstcd. Pumpcd ground�eatcr may nccd
to bc collcctcd and haulcd off-sitc for
trealmenl nnd proper dispos�l.
JOHN
MATTH EWS
ARCHITECTS
335-A EAST FOURTHAVENUE I
SAN MATEO, CA 94401
7ELE: (650) 340.1107
FAX: (650) 340-1677
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CONSTRUCTION BEST
MANAGEMENT
PRACTICES
PLANNING
APPLICATION
DATE
MARCH 28, 2017
IR w����s�E�,� �o,Es
��s��a_ ��
SCALE
DRAWN
J08 NO.
16611
SHEET
A-7.1
OF SHEETS