HomeMy WebLinkAbout1556 Cypress Avenue - PlansSCHUH RESIDENCE
1556 CYPRESS AVE.
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BURLINGAME, CA 94010
ABBREVIATIONS REFERENCE SYMBOLS ELECT/MECH SYMBOLS BUILDING DATA SHEET INDEX
(') = FUTURE BUILDING SHEETS
8 Md EXH Exhaust PBD Partcle Btl � Dupie: convenrence outlel6 plaie APN # 02&295-080 T� p TITLE PAGE MECHANICAL AND ELECTRiC DRAWINGS
d Penny EXP Expansion PFB Prefabncate(d) (`) ME2A MECH. + ELECT PLANS (1ST 8 2ND FLRI
Mgle EXPO Exposetl PL Plate (hne) I � Floor convenbnce out�et LOT AREA: 7,500 S�.F7 GN GENERAL NOTES (•) ME3.0 CUTSHEETS
� � CG CAL GREEN REQ.
At EXT Exterror PIAS Plaster �r a-- GRID LINE REFERENCE � cFi auWe: comenrnce o���ec (�) ME4A TITLE 24
C CerHer Ilne F80 Furinshed PLYWD PI ood FAR CALC. SW STORM WATER PREVENTION
by yw ,� � Fourpbx outbt FAR = � (') ME4.1 TITLE 24 (CONT )
O Dia or round Owner PNL Panel(ing) � BLDG 6 WALL SECTION REFERENCE (LOT SIZE X 32% � 1,100 = MAX S�.FT. FAR FLOOR AREA CALC.
Perpendiwlar FDN Foundatron PNT Paint(ed) /� nnow inaicates auecroon a New � oupex conv. omkt. 7rz not. tn swncnea _(7,500 X 32%) + �,100 = MAX SQ.FT. 1 OF 1 TOPOGRAPHIC SURVEY
�_� "T LenaintlicetesouWlnqseuion $ 220Vame eas r u� M (2.400)+1,100=3.SOOS�.FT. STRUCTURAL DRAWINGS
# Pound a No FIN Finish PR Palr �X Snee� numeer `� P° °Q �B A1 0 PROPOSED SITE PLAN �,�
FL Floor (line) PRCST Pre Cast � GFINVP wea�Mryroof ou11e1 LOT CALC. AR ARBORIST REPORT
AB Mchor Bott FLASH Flashln PT Pressure Treated DETAIL REFERENCE FAR = LOT SIZE X 40%= MAX LOT COVERAGE
9 � NumDar inAicates wep sectbn � Flush rtwunteA Ibor 8 ceilinp oulbt
ABV Above FLOUR Fluorescent = 7.500 X 40%= 3,000 SQ.FT. ARCHITECTURAL DRAWINGS
S�eel numDer F Q ,lunctqn Dox E FAR - A2 o EXISTING + PROPOSED 1ST FLOOR PLANS
AC Asphatt Conc FLX Flewable �T �uarry Tile ()
ACOUS �stical FOC Face of Conc � EXTERIOR ELEVATION REFERENCE f� 7aewsion outb� - A2 1 EXISTING + PROPOSED 2ND FLOOR PLANS Yw ,
ADH Adhesive FOF Face of Fin R Riser Artow ir�dicates a�iecdon or view � Tele hone ou2let 6 (E) MAIN FLOOR = 1.801 S�.FT. .,,,: .,�, � ,_
ADJ AdJustable FOX Face of Stud RAD Radius snee� numoer F� �� �1e A2.2 EXISTING + PROPOSED ROOF PLAN �
(E) COVERED PORCH 52 SQ.FT. � 3 ROOF CUTSHEETS
AGG Aggregrele FO Finished Openmg REINF ReiMorce �i � (E) DETACHED GARAGE _�3 S�.FT. A3.0 EXISTING + PROPOSED ELEVATIONS ,,
AL Aluminum FPL Fire lace RELO Relocate A INTERIOR ELEVATION REFERENCE �+rq �ure (E) SECOND FLOOR = 831 SQ.FT
P � A3.1 EXISTING * PROPOSED ELEVATIONS
AP Access Panel FTG Footing REMO Remove arow inakates dqeaion dWaw yya�� �p�� (-400) CREDIT GARAGE _-400 S�.FT.
APX Appreximete FURR Fumnp REQD Required ° e Lelter indlCates DuNflinq ekw6on � pordein rate ick wi W� cnein ('��) COVERED PORCH -52 S�.FT. A3.2 EXISTING + PROPOSED ELEVATIONS
�- Sheet number {,-�. p P TOTAL . = 2,635 S�.FT. A4.0 EXISTING + PROPOSED BUILDING SECTIONS
FUT Fulure RESIL Resilent c iiqi�ea cove �p�hrp A4.1 EXISTING + PROPOSED BUILDING SECTIONS
BD Board RO Rough Opeing Ti1te sv�,�eo�s E LOT COVERAGE
8EL Below GA Gauge RWD Redwood u r t abvatlon, wetl xriqn Q Recessed ceiNnp can IIpMs �� A5 0 CONSTRUCTION DETAILS
BLK Blodcling) GAW Galvan¢ed o��� 0� !'recesxAlowvoltapew/Oirectioneltrim (E)MAINFLOOR = 1.801 S�.FT. A9A FINISHSCHEDULE
BM Beam GB Grab Bar SSD See SVuct Dwg �"� ^�^�"� � ReceSieC ceiNrp IIpM (E) DETACHED GARAGE = 403 SQ.FT. G2 0 PROPOSED GARAGE
BO7 Bottom GI Greb Iron SH Shelf yuaterqoo� cemnp �annqm a p�ate (E) COVERED PORCH = 52 SQ.FT.
BRK 8�,� �� Glass/Glazing SHR Sheething EXT DOORdWINDOWSVMBOI �°µ TOT,�: = z,z� so.FT FIRE DEPARTMENT NOTES
gg Both Sides GR Gratle (Ground) SIM Similer � uaica�es aoar a winaow ��mo�� � Recesse0 waterymof eulerar uOlpm
BTWN Between GYP Gypsum SLR Sealer r� INiER10R OOOR SVMBO� ,,0. S'^0� Do�° $'"'rta' t AN AUTOMATIC SPRINKLER SYSTEM IS RE�UIRED THROUGHOUT THE ENTIRE STRUCTURE UNDER A SEPARATE PERMIT.
SPEC SpecAication V InCkelasOoornumEcr (N)FAR-
CAB Cabinel HBD Hard Board SQ Squere w ; w°y 5"M`� 2. a.PPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS iN SUCH A POSITION AS TO BE
CEM Cement HD Hea Dut SLD Slandard SwRdi w/ eknmar (E) MAIN FLOOR _ 1.801 S�.FT. PL4INLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY NUMBERS SHALL CONTRAST W/ THEIR
�Y Y /'r�_ REVISION SVMBOlS � (E) COVERED PORCH - 52 SQ.FT. BACKGROUND
CER Ceramic HDR Header S. STL Slamless Steel Cbua arounA mvision 000r earveiea swncn =�� S�.FT. 3 PROVIDE A BACKFLOW PREVENTION DEVICE-USC APPROVED DOUBLE CHECK VAWE ASSEMBLY FOR FIRE LWE GENERAL
CI Cast Iron HWD Hardware � (N) DETACHED GARAGE _
O COLOR / MATERIAL SVMBOL ,� Mouon aeroaor (N) MAIN FLOOR ADDITIONS 213 SQ.FT. CONTRACTOR SHALL ENSURE THE DOUBLE VALVE ASSEMBLY FOR FIRE PROTECTION SHALL BE TESTED AND APPROVED BY A SAN
CLG Celling HOR HOf2onlel SUSP SuspBnded NumDer IMintes coior ana / cr matenai Tmer (swMtn) (N) SECOND FLOOR = 1.402 SQ.FT. MATEO COUNTY ENVIRONMENTAL HEALTH APPROVED CONTRACTOR PRIOR TO SCHEDULING WATER DEPARTMENT FINAI
CIKG Caulking SYM Symmetncal `w-
CLR Clee� INT IMB�ia ROOM REFERENCE Vecanq sensor w� a�mmer'menue� on' «�) CREDIT GARAGE _-400 SQ.FT. 4 A SCHEMATIC OF THE DOMESTIClFIRE PROTECTION WATER LINE SHALL BE SHOWN ON THE SITE PLAN/CIVIL DRA4VINGS PA E
CMU ConC M2S Und INSUL Insuletion T Treed BED RM Room name o� Vacancy senwr'manuai on' (-��) COVERED PORCH -52 SQ.FT. OF THE BUILDING PLANS THIS SCHEMATIC SHALL DETAIL THE LINE FROM THE WATER METER TO STRUCTURE AND INDICIATE THE
203 t — Room numDer 'm TOTAL �. = 3,477 SQ.FT. LOCATION OF TNE DOUBLE BACKFLOW PREVENTION DEVICE ON THE FIRE PROTECTION LINE AFTER THE SPLIT BETWEEN
CNTR Counter TB Towel Bar -� —�--_- __- _-_ _- DOMESTIC AND FIRE PROTECTION LINES.
COL Column JST Joist TEMP Tempered g� ��������
MATCH LINE, SHADED SIDE IS Countanop etr swacn (N) LOT COVERAGE 5. FIRE FLOW SHALL MEET RE�UIREMENTS OF CALIFORNIA FIRE CODE APPENDIX IIIA. FIRE FLOW FOR RESIDENTIAL BUILDINGS
COMPO Compoadion JT Joint T8G Toupue 8 Groove e- - • LESS THAN 3,600 S�. FT SHALI BE PROVIDED AT 1.000 GPM UNLESS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE
CONC COflCretB THRU ThfW 11 CONSIDERED ppo�� p�hp�rya�
g �— WIiRK, CONTROI, OR DATUM POINT O° (E) MAIN FLOOR = 1.801 SQ.FT. SPRINKLER SVSTEM. THEN IT MAY BE REDUCED BY 50 i
CONN Conned(bn) LAM Laminate TOS Top d Surface cnime (N) MAIN FLOOR ADDITIONS = 213 SQ.FT. 6 MiN 1" WATER METER REQUIRED
� �� — - — - — PROPERTY LINE Smoke ae�eaor (N) DETACHED GARAGE
CONST Consiniction LT L' t TPD 7oilet P — = 461 S�.F7.
CONT Continuous LVR Lauver Dispenser Q (E) COVERED PORCH = 52 S�.FT.
CPT Carpet TYP Typical -- - SE7B�CK�u�E � rn°R"0�� TOT,�: = z.sz, so.FT SCOPE OF WORK
MAS Masqxy � sPaciai oWet
D8L Double MC Medicine CaWnet UON Unless Otherwise 1� EXISTINGCONTOURS instem sun norcscent iqnt 1. INTERIOR REMODEL OF FIRST FLOOR
DEMO Demo6sh MECH Mechanical MECH Noted , �
DF Douglas Fir MEMB Membrene UNF Unfinishetl �^a�� YGM 2 SMALL ADDITION AT REAR OF HOME (FIRST FLOOR)
DIA Diameter MFR Manulacturer 92� NEW OR fINISHED CONTWRS � Ekdrfcal panel Doard ZONING: R-1 3 SMALL ADDITION AT FRONT OF HOME (FIRST FLOOR)
i� 4. ADDITION TO EXISTING SECOND FLOOR
DIAG Diagonal MIR Mirta VERT Vertical �,�ry• E E����o 5. NEW ROOF
DN �� MNT Mourd(eG) VG VeA Grain �� T��� oE DBb�e105h"a CONSULTANTS (� �
DR Door MTL Metal 6 REPLACEMENT OF EXISTING FIRST FLOOR WINDOWS/ DOORS W/ N WDICLAD S D.L SIERRA PACIFIC WINDOWS DOORS
DS pown Spout W6 White Brothers ,p,� RE Repace eiasun9 7(N) DETACHED GARAGE UNDER SEPARATE PERMIT (Bl&0030)
DRA Df3W0f NIC NOt lfl yyp Wppd �� � Cas oNbt DESIGNER SURVEV
COMfeCI WDW �nNndow TOP OF CURB FORM � ONE OESIGN COSTAL LAND SURVEYING V I C I N I TY MA P
HB Hose bA
EA EBCh NTS NOf IO SCeld WI WfOUghl IfOfl 6 CONTACF TIMRADUENZ SAVIOR MICALLEP 1S828B
h CeilinqMoor suppy roplster {E13 SILVER SPRINGS DRIVE !21 VNLDWt�OD DRIVE
EL Elevetion W/0 With (Out) Q� TOP OF PAVEMEN7 ��L CeilkqMoor roNm istar Fi1RK CIT'. UTAH B409E S. SAN FR4NCISCO, CA 91080
ELEC EI9CInC21 O/ OVBr �Np WBtBryfoof '�' :�m � PHONE� 80S70a2l23 . .
ENCL Encbsure OC O� C6MBr WR Water Resislant YVatl OiRuser OWNER STRUCTURAL ENGINEER t�r coo[ �ae�— --_
EQ EQu21 OPNG Open�ng WSCT WeInSCAt -I � &LL 6 KASEV SCHUH BRIAN DOTSON CONSULTING �
i�� FIXNRE OR EOUIPMENT SVMBOL T.V./Computer Ou1Nt
EQPT EqUipmBf�t OPP OppOSRe �/` c 15%CYPRESSAVE. ENGINEERS � u�"' i � 28-29 �
CeMral wtuum Inbt BURUNGAME CA 94070 CONTACT: BRAIN DOTSON 1' � � � n �� I
EW Each Way v ,,
(EX) Exisbng P PlastiC � Aurom�tic p�rpe aoor swecn nne u • p� Y -
PO BOX 371022 � / � - • � I .
PAR Parellel � �uarm comroi tero� RICK ROCKLEWITZ �E..gSp-722 0239 �� � ' O� / � •� 291 O I, • �4 • i
q NRG COMPLIANCE INC �O � �� !� � i+�
SANTOA ROSA. CA 85102 sa` � 0� � � �� G'' I O O� O��J O�� .�i � .
MATERIAL SYMBOLS APPLICABLE CODES DANIELDVCKMAN � , ,
PHONE907-237-6957 GEO FORENSICS +Q Q �' ` '�' � �YE � I
561-D PILGRIM DR. O
� BftUrt11f10U5 peving M0t81 O Sand/ Mortar/ P�aster HISTORICAL REPORT pHONE 85414&33890u � O ,(�', , O� � �
2016 Califomia Bwlding Code PAGE � NRNBULL. INC � ` � Q Q. � e � , i Q I
� Batt insulation tt t- t Metal Lath � Wood frame construction 2076 Calrfomia Residential Code 170 MAIDEN UNE �� � C 0 �, �� � i � �
� Bnck Veneer 2016 Cal'rfomia Plumbin SAN FRANCISCO, CA 9t10B P` p �\ O Q q � . : \ I
� Marble / tile 0 Existing consWction 9 �ode //��
� Stone Veneer � Earth 0 Existing const removed Za� 6 Calffomia Mechanical Code E XT E R I O R F I N I S H E S � �� -� �•� �
2 0 1 6 C a l' rf o m i a E l e G r i c C o d e S� � �� ' �I
'� Concrete � Wood Precast concrete c° \ • y 2 " ��
� 2016 CalAomia Energy Cade O ""�"`"`� � �°' � ` � �'
REAR WALL FINISH: (E) STUCCO. (N) WOOD � w � � • � •• , ,
� Conaete Block � Sleel � Rigid insulation 2016 CalHomia Fire Code SIDING ROOF: (N) CLASS A, DIAMOND ASPHALT �� ;'a I i � O i
CITY OF BURLINGAME MUNICIPAL CODE SHINGLES IMNDOWS: (N) WOOD CLAD WINDOWS �' O' � � i I O! O O O� O O O O O---
� Gravel / Rock fill � p�y�,,,pod � Gypsum board '� , ,
2016 Calrfornia Green Buildinq Standards Code W/ S D.L. FROM SIERRA PACIFIC OR MARVIN OR . Q .,,
GREEN BU i LDI NG M EASU RE GreenPoint Rated (REMODEL) CHECKLIST Single Family lo be attached to jobsite building set SIMILAR qy O O O s NEWLANQf Q AYE. �
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i AN aUTOMATIC IRRIGATIpN SVSTEM CONTROLLER FOR WJp$CAPING N1LL BE PROVIDEO BV THE BUILDER AND INSTALLED AT `� � � <� OO �O � C OO �� O O �O OO � OO O O /?f���. �
,�,F nMe oF cu+n� iNsaecnora �o�e ccc g� 3oa i y p , s�f3� O � I� ^ O �• O� ,��%� �
2 AMiNIMUMOF8p960FTHENON-HAZARDOUSCONSTRUCTIONANDDEMOLITIONWPSTER6ENERATEDATTHESITEYNLLBE CONSTRUCTION HOURS DEFERRED SUBMITALS Q �� ' . —�
DiyERTED TO AN OFFSITE REC�CLE. DIVERSION, OR SALVAOE FAGLITV PER C�T' OF BURUNCa4ME ORDINANCE AND 2018 CGC � " ' •
§4ANOPERA710NANDMNNTENANCEMANUALYNLLBEPROVIDEDTOTHEBUILDINGOCCU7ANTORONMER201ECGC§dd101 ��NOPERSONSHALLERECTpNCLUDINGEXCAVATIONANDGRADING).DEMOLISH.ALTER �-SPRINKLERPLAN O I I 93 D . O 8 O �Z� g
< vaON REOUEST. VERIFlCATION OF COMPLIANCENATH hIISCODE MAV INCUAE CONSTRUCTION DOCUMEN7S. PLANS OR REPAIR ANY BUILDING OR STRUCTURE OTHER THAN BETWEEN THE HOURS LISTED 2. THE HARD LWE DRAINAGE SYSTEM � p ,� � •� �� �� � O„ ,. , � _ � �
SPECiFICAT10N5. BUILOER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTMER METMODS ACCEPTABLE TO THE BE�aW 3. ENCROACHMENT PERMIT , + I ' i ID Z s' ` �, �
PUi�DiNG�IVIS1oN7FIP.7NnLLSNOWSU&STANnILLCONFORMqNCEW1Ti7ME2018CODEREOUIREMEN7IOteCGC§703+ 4.STORMWATERCONSTRUCTIONPOLLUTION ' � O� �q ��—� � �
5 A' TIME OF ROVGN INSTALUTION DVRING STORAGE ON TNE CONSTRU�TION SITE AND UNTIL FINA� STARTiJP OF THE CONSTRUCTION HOURS � a�^, O O O O � O �� ��- - -' � O O O O O O " O �' O O' � O CJ � O. .
�,EAT�N� WEEKDAYS: B:00 A.M. - 7:00 P.M. PREVENTION PERMIT ��_ � . . ,,
COOLING 6 VENTILATING EQUtPMENT ALL DUCT AND OTryER RELATED AIR DISTRIBUTION COMPONENTS OVENINGS W1LL BE SATURDAYS: 9:00 A.M. - 6:00 P.M. 5. SEWER BACKWATER PROTECTION 'O
CC�VERED W/ TAPE. VLASTi� SHEET METALS OR OTHER METMODS AGCEPTABLE TO THE ENFORpNG AGENC� TO REDUCE TyE 1 f✓PRFSS �� �yp, � M�[[[ �svvot Jy�i1
nnnouNr oFwnrEa. ousT oa oEaR�s T�.nr Mnr ErvrEa ��E s�s-Enn �c�c a soa �� SUNDAYS AND HOLIDAYS: NO WORK ALLOWED CERTIFICATE �' ""' 1i0' s'I�'-+r
lVRL/MiIUC ME/iM5 RSY )/6l
8. RECYCLING 8 WASTE REDUCTION FORM �, P r< �... w� QQ �-/n-�. 0 eurtuwwwe �uar w�v .w. z RSN l�ll �
HI DDEN CONDITION NOTES (SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 13.04100 FOR DETAILS) 7 SEWER LATERAL TEST ENCROACHMENT """°�, "� "��' °� '�" ••••° `•`�
- — - —�
CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS PERMIT �
t Any h�dtlen wrdihons that requ�re work to be performed Ceyond the scope of the bwltlmg perma �ssued AND NON-CITY HOLIDAYS BETVJEEN 8:00 A.M. AND 5-.00 P.M. 8 BAAQMC
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for these plans may reqwre further City approvals including rewew by the Plannmg commission � SITE
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MECHANIUI NOTES�
I. ALL WORK SHALL COMPIY WITH THE CAUFORNIA
MECHANIUL CODE ICMC) AND ALl APPLICABLE FEDERAL, STATE
AND LOUL CODES.
2. MECHANICAL CONTRACTOR TO ACCEPT $OLE
RESPONSIBIIITY FOR PROPER DESIGN AND INSTAILATION OF
MECHANIUL SYSTEM. SEE MECHANIUI DWGS. BY OTHER
FOR SPKIFIC INFORMATION.
3. n�ECHANIUL CONTRAROR TO COORDINATE WITH
GENERAL CONTRACTOR TO DESIGN AND INSTALL SUITABLE
DISTRIBUTION SYSTEM PER TITLE �4. MECH. CONTRACTOR TO
FIELD VERIFY AND DETERMINE SIZE AND CONFIGURATION OF
DUCT$ AND REGISTER. SEE SHEET INDE7( fOR LOCATION OF
TiTLE �4 CONFORMANCE WORKSHEETS AND BJERGY
COMPLIANCE NOTES WITHIN THIS $ET. HVAC DUCTS LOCATED
IN ATTIC SPACE SHALL BE PLACED AS CLOSE TO 7ERIMETER A$
705518LE SO AS NOT TO INTERFERE WITH USEABLE ATfIC
S70RnGE SPACE.
4. MECHANIUI lAYOUT SHOWN IS SCHEMATIC AND IS
SHOWN FOR DESIGN INTENT ONIY.
5. PROVIDE COMBUSTION AIR SUPPIY TO GA$ FIRED
APPUANCES BY COMBUSTION AIR DUCTS PER (GAQ & CPC.
VERIFY DUCT SIZE WITH MANUFACTURER'S SPECIFICATIONS.
6. FURNACES OR BOILERS SHALL BE INSTALLED PER
MANUFACTURER'S SPECIfICATIONS AND SHAII MEET THE
REQUIREMENTS OP THE ULIFORNIA MECHANIUL CODE (CMCj
7. PER CMC, COMBUSTION AIR DUCT$ FROM TNE ATTIC SMALL
BE LOCATED WITHIN THE UPPER AND IOWER I 2 INCHE$ OF THE
ENCLOSURE. DUCTS SHAIL BE SEPARATE AND SHAIL NOT BE
OBSTRUCTED.
8. APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE
SKURELY FASTENED IN PLACE. SUVPORT$ FOR APPIIANCES
SHAIL BE DESIGNED AND CONSTRUCiED TO SUSTAIN VERTICAL
AND HORIZONTAI lOADS AS REQUIRED BY CMC. WATER
HEnTERS TO BE SENRED WITH A MINImUM OF 2 57RAP5, ONE
EnGH TO BE LOUTED IN THE UPPER AND IOWER TNIRD OF THE
UNIT.
9. UNDERCUT ALl INTERIOR DOORS (AS APVROPRIATE� FOR AIR
RETURN CIRCUL4TION TO VBJTS, NPICAL OF INTERIOR
CONqTIONED SPACES.
1 0. VERIFY ALl FIXTURE LOCATIONS WITH OWNER PRIOR TO
INSTAIIATION.
1 1. ALL FIXTURES TO BE SELECTED �OR APPROVED) BY OWNER.
1 2. EXHAUST FANS IN UUNDRY AND BATHROOM$ MUST
CONNECT DIRECTLY TO THE OUTSIDE AND PROVIDE A
MINIMUM OF S AIR CHANGES PER HOUR. EXHAUST FAN VENTS
h�UST TERMINATE A MINIMUM OF 3 fEET FROM ANY OPENINGS
WTO THE BUILDING AND BE PROVIDED WITH BACKDRAFT
DAMPERS.
1 3. AT NEW FORCED AIR FURNACE INSTALLATIONS PROVIDE 3'
M�N. WORKING $PACE ALONG EACM $IDE (WITH A TOTAI Of
nT LEAST 1 2' ON BOTH SIDES COMBINED), BACK AND TOP OF
fURNACE.
1 4. INSTALLATION INSTRUCTIONS FOR ALL USTED EQUIPMENT
SHALI BE PROVIDED TO THE FIELD INSPECTOR AT TIME OF
INSPECTION.
GLUMBING NOTES�
1. vERIFY ALL FIXTURE LOUTIONS W�TH OWNER PRIOR TO
INSTALUTION.
2. nLL FIXTURES TO BE SELECTED AND �OR APPROVED� BY
O W NERS.
3. ALL NEW WATER CLOSETS SMALL BE 1.28 GALLON/FLUSH
MAXIMUM.
4. NO DISHWASHER MACHINE SHAII BE DIRECTLY CONNEQED
TO A DRAINAGE SYSTEM OR FOpD DISPOSER WITHOUT THE
USE Of AN APPROVED AIR GAP FITTING ON THE DISCHARGE
SIDE OF THE DISHWASH�NG MACHINE. LISTED AIR-GAPS SMALL
BE INSTAIIED WITH THE FIOOD LEVEI MARKING AT OR ABOVE
FLOOD LEVEL OF $INK OR DRAINBOARD, WNICHEVER IS MIGMER
5. (E) SO GAILON GAS WATER HEATER OR OPTION FOR
ON-DEMAND SYSTEM, CONFIRM WITH O�NNER,
RECIPROCATING PUMP AS OPTION.
ELECTRICAL NOTES:
1. ALL WORK SHALL COMPLY WITH THE G4lIFORNIA ELECTRIC
CODE (CEC) AND ALL APPIICP.BIE FEDE�A�, STATE, AND LOCAL
CODES AND ORDINANCES.
7. PER CEC, ALL ELECTRIUI RECEPTACLES INSTALIED AT CRAWL
SPACES AT OR BELOW GRADE, AND OUTDOORS SHALL HAVE
GROUND-FAULT CIRCUIT-INTERRUPTER (G.F.C.I.) PROTECTION.
ALL RECEPTACLES LOUTED IN BATMROOMS SHALL HAVE
GROUND-FAULT CIRCUIT INTERRUPfER (G.F.C.I.) PROTECTION.
3. $MOKE DEfECTORS SHALL BE INSTALLED PER �C. A
DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND
AT A POINT CENTRALLY LOCATED IN TME CORRIDOR OR AREA
GIVING ACCESS TO ROOMS USED FOR SLEEPING PURPOSES.
A DEfECTOR SHALL BE INSTALLED ON EACH LEVEL OF A
MULTI-STORY DWELLING, INCLUDING BASEMENT LEVELS. IN
SPlli-LEVEI OR MULTI-IEVEL FLOORS, A SMOKE DETECTOR
SHAIt BE INSTALLED ON THE UPPER LEVEL, OR ON BOTM LEVELS
IF THE LOWER LEVEL GONTAINS SLEEPING AREAS. WHERE THE
CEILING HEIGHT OP A ROOM OPEN TO THE HALIWAY
SERVING THE BEDROOMS El(CEEDS THAT OF THE HALLWAY 8Y
74 INGHES, SMOKE DEfECTORS SHAII BE INSTALLED IN THE
MALLWAY AND IN THE ADIACENT ROOM. DETECTORS $HALL
BE INSTAIIED IN ACCORDANCE WITH APPROVED
MANUFACTURER'S �NSTRUCTIONS. WHEN TME VALUATION Of
AN ADDITION OR REPAIR EXCEEDS SI,D00.00, OR WHEN ONE
OR MORE SLEEPING ROOM$ ARE ADDED OR CREATED IN AN
EXISTING DWELLING, THE ENTIRE DWflLING SHALI BE
PROVIDED WITH $MOKE DETECTORS LOCATED AS REQUIRED
FOR NEW DWELLINGS. IN NEW CONSTRUCTION, REOUIRED
SMOKE DETECTORS SHAII RECEIVE THEIR PRIMARY POWER
FROM THE BUIIDING WIRING V✓HEN $UCH WIRING IS SERVED
FROM A COMMERCIAL SOURCE AND SHALL BE EOUIPPED WITH
A BATTERY BACKUP. THE DEfECTOR SHALL EMIT A SIGNAL
WHEN THE BAT'fERIES ARE LOW. WIRMIG SHALL BE
PERMANENT AND WITHOUT A qSCONNECTING SWITCH
OTHER THAN THOSE REQUIRED f-0R OVER CURRENT
PROTECTION. SMOKE DETECTORS MAY BE SOLELY BATTERY
OPERATED WHEN INSTALLED IN EXISTING BUILDINGS, OR IN
BUILDINGS WITHOUT COMMERCIAL POWER, OR IN BUIIAINGS
WHICH UNDERGO ALTERATION, REPAiRS, OR ADDITIONS
REGUUTED AS OUTLINED ABOVE.
4. TELEPHONE OUTLETS TO BE PREWIRED BY SUBCONTRACTOR.
CONTRACTOR TO COORDINATE AS REOUIRED. VERIFY
LOCATION OF ALL TELEVHONE OUTLETS WITH OWNER PRIOR
TO INSTALLATION.
5. ELECTRICAL OPB�INGS (SWITCHES, RECEVTACLES, ETC.) ON
OPPOSITE SIDES OF FIRE RATED WAllS SHALL BE MAINTAINED
AT LEAST 24 INCHES APART.
6. PER CEC, RKEPTACLE SPACING SHAIL NOT EXCEED 12 fEET
MEASURED HORI20NTALLY A�ONG THE WAII.
7. PER CEC, AT LEAST ONE WALI SWITCH-CONTROLLED
IIGHTWG OUTIEi SHALL BE INSTAILED IN EVERY MABITABLE
ROOM; IN BATHROOMS, HALLWAYS, STAIRWAYS, ATTACMED
GARAGES, AND DEiACHED GARAGES WITH E�ECTRIUL
POWER, AND OUTDOOR ENTRANCE$ OR EXITS.
B. PER CEG, LIGHTING FIXTURES LOCATED WITHIN CLOTHES
CLOSEfS SHAII BE MOIhJTED ON THE WALL ABO�E THE DOOR
OR ON TME CEILING. CLEARANCES SNALL BE AS FOILOWS
A. $URFACE MOUNTED INU NDESCENT FI%TURES - 1 2"
B. SURFACE MOUNTED FIUORESCHJT FIXTURES - 6� 9.
ELECTRICAI CONTRACTOR RESPONSIBIE FOR PROVIDING
NECESSARY TEMPORARY FOWER.
10. VERIFY ANY AND ALL LANDSUPE LIGHTING AND
SWITCHES WITH OWNER PRIOR TO INSTALLATION OF ROUGH
ELECTRICP.L.
1 1. All EIECTRICAL HANGING FIXTURES TO BE SELECTED AND
PURCHASED BY OWNER. VERIFY EXACT LO('�4TION5 Wlhl
OWNER PRIOR TO INSTALUTION.
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1 3. ALL INCANDESCENT LIGNTwG HXTURES RECESSED iNTO
INSUL4TED AREAS SHALL BE APPROVED FOR ZERO CLEARANCE
INSUUTION COVER FER 2010 CALIFORNIA ENERGY CODE AND
RATED IC OR APPROVED EOUAI MEETING UL RATING OR OTHER
TESTING /RATING UBORATORIES RECOGNIZED BY THE ICC.
11. THIS DRAWING I$ FOR UYOUT PURPOSES ONLY. NEW
EIECTRICAL SHALL BE DESIGN-BUILD. NEW ELECTRIUL WORK
SMALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE AND APVIICABLE CODES, STANDARDS
.4ND REGUUTIONS FOR BURD�NG LIPE SAFETY, EMERGENCY,
EGRE55 AND NIGHT LIGHTING. ELECTRIUI CONTRACTOR IS
RESPONSIBLE FOR OBTAINING SEPARATE PERMIT. EIECTRICAL
CONTRACTOR TO PROVIDE COMPLETE DESIGN-BUIID
ELECTRICAL SYSTEM AS REOUIRED TO PROVIDE THE (NEW)
SERVtCE $IiOWN (SCHEMATIGLLY) ON THE DRAWINGS.
GENERAL NOTES�
ALL WORK $HALL COMPIY W/ THE 7016 EDITION OF THE CA.
BUILDING CODE nND ALL OTHER CODES AND REQUIREMBJTS, IN
THEIR MOST RECENT EDITION INCLUDING THE FOLLOWING
4016 CALIFORNIA PIUMBING CODE
4016 CAIIFORNIA MECHANIGI CODE
�016 CALIFORNIA ELECTRIGI CO�E
�. THE INTENTION OF THE CONSTRUCTION DOCUMENTS IS TO
INCLUDE ALL LABOR, MATERIAL, EQUIPMENT FACILITIES AND
TRANSPORTATION NEGESSARY FOR A COMPLETE AND PROPER
EXECUTIpJ OF iHE WORK IN AN ACGEPTABLE INWSTRY'S
STANDARDS. CONTRACTOR IS TO OBTAIN ANY REQUIRED
GERhUTS FOR THIS OR HER WORK.
3.THE AUN. ACCEPTABLE QUAIITY OF MATERIALS,
WORKMO.NSHIP, AND METHOD OF INSTALLATION SHALL MEET
THE FOLIOWING CRITERION� CONFORM TO THE AMERICAN
NATIONAL INSTITUTE STANDARDS WHERE SUCH STANDARDS
E%ISTS.
4. CONTRACTOR SHALL PERFORM ALL ADDITIONAL ELECTRICAL,
PLUM&NG, AND FIRE PROTECTION WORK RK]UIRED BY THE
BUILDING DEPARTMENT.
S. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMISSION Of BID
TO REVIEW SC07E OF WORK, DEMOLITION, ETC.
6. DO NOT $CALE DRAWINGS, CONTRACTOR SHAIL VEMFY ALL
qMRJ510N5 AND E7(ISTING CONDITIONS PRIOR TO $TARTING
WORK. ANY qSCREPANCIES SHALL BE REPORTED TO THE
DESIGNER FOR REVIEW.
7. DIMENSIONS ARE TO FACE OF FRAMING, UNLE$$ OTMERWISE
NOTED, �U.O.N.)
8. DIMENSIONS NOTFD CIEAR �CLR.� ARE NOT ADIUSTABLE
WITHOUT
APPROVAI FROM THE DESIGNER.
9. SAFETY MEASURES� AT AlL TIMES THE CONTRACTOR SHALL BE
SOLELY AND COMPIETELY RESPONSIBLE POR CONDITIONS OF
iHE JOB SITE WCLUDING SAFETY OF PERSONS AND PROPERTv.
10. CUTfING AND DEMOLITION SHALL BE DONE BY METHODS,
WNICH WILL AND WILL NOT 1EOPARDIZE STRUCTURAL
INTEGR�TY OF EXISTING GONSTRUCTION AND WILL NOT
DAMAGE PORTIONS TO REMAIN.
1 1. CONTRACTOR$ $HALL REMOVE, CUT, CAP, AND REPAIR, AS
NKESSARY, ANY U7ILITES. INCWDING BUT NOT LIMITED TO�.
ELECTRIGL, MECNANIGL, PIUMBING, AND FIRE SPRINKLERS,
WHERE PARTITIONS ARE SCHEDULED FOR DEMOLITION OR ARE
NO LONGER OPERATIONAI OR IN $ERVICE. ALL OTHER EXISTING
UTILITES ARE TO REMAIN FUIIY OPERATIONAL.
1 2. IN GENERAL, THE OWNER RESERVES THE RIGHT TO RETAIN
ALL MATERIALS AND EOUIPMENT REMOVED FROM THE PROJECT.
ANY ITEMS OR MATERIAI NOT DESIRED BV THE OWNER ARE TO
BE REMOVED FROM THE $ITE BY THE CONTRACTOR AT
CONTR�CTOR'S EXPQ�SE.
13.CONTRACTOR IS TO PROVIDE ALL NECESSARY DUST
PROTERION AND/OR BARRICADING REOUIRED TO PROTECT
ADIACENT SPACES AND EXISTING FINISHES. CONTRACTOR OS
RESPONSIBLE TO REPAIR ANY DAMAGES CAUSED BY
CONTRACTOR OR THEIR SUB-CONTRACTORS.
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TYPICAL WATER SERVICE DETAILS �
PFh (�I-I�l' S�f:\\D:\Rf)ti Scale�. NA Gh
14. PATCH AND REPAIR ANY DAMAGF� 10 FIOORS, WAllS,
CEILINGS, HARDWARE, FiXiURES, WINDOWS, ETG AS A
RESULT OF THE DEv�OIITION PROCE55. MATCH EXISTING
AD)ACENT FINISMES A$ QOSELY AS PO$$IBLE.
1 S. IF ANY QUESTIONS ARISE TO THE INSTALWTION OF ANY
MATERIAIS AND/OR EOUIPMENT, OR WITH TME
CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHAII
CURIFY THE QUESTIONS W/ TME DESIGNER BEFORE
PROCEEDING. NO SUBS7ITUTIONS SNAII BE MADE W/O THE
DESIGNERS AND OR OwNERS APPROVAL.
16. TOTAL THICKNESS OF NEW WALLS SHALLMATCM THAT
OF ADIACENT WALLS.
V. TME CONTRACTOR SMAIL DO AlL CUTfING, FITfING, OR
PAICHING OF WORK TMAT MAY BE RK]UIRED TO MAKE ITS
VARTS FIT TOGETHER PROPERLY AND $HAIL NOT BJDANGER
ANY OTHER WORK BY CUTTING, EXGVATION, OR
OTHERWISE ALTERING THE TOTAL WORK OR ANV VART OF
IT. ALL PATCHING REPAIRING, AND REPLs,CING OF
MATERInLS AND SURfnCES, NT OR DAMAGE IN EXKUTIOIJ
OF WORK, SHALL BE DONE W/ APPLIGBLE MATERIALS 50
THAT $URFACES REPIAGED WIIL, UPON COMPIETION,
MATCH $URROUNDING SIMILAR SURFACES
1 8. ALL WORK SHALL BE SCHEDULED AND PERFORMED 50
AS NOT TO DISTURB ANY OTMER TENANTS IN THE BUIIDING.
ANY WORK THAT WILL DISTURB ANOTHER TENANT, ABOVE
OR BELOW, OR IN THE fLOOR , SHALL BE PERFORMED h�05T
EXPEDITIOUSLY AND THE DISTURBED TENANT SHALL HAVE
FULI USE OF THE VREMISE.
1 9. ALL TRADES SHALL FURNISH ALL If.BOR, EOUIPMENT,
MATERIALS, AND PERfORM ALL NECESSARY, INDICATED,
REASONABLY INFERRED OR REOUIRED BY ANY CODE W/
lUR15DICT10N TO COMPLETE THEIR SCOVE OF WORK FOR A
COMPLETE AND PROPER FINISHED JOB. ANY CUSTOMARY
AND NECESSARY ITEMS WHICH ARE REASONABLY IMPLIED
AND REQUIRED TO COMPIETE PROPERLY THE WORK
OUTLINED $HALL BE FURNISHED, EVEN IF NOT SPKIFICALLY
SHOWN ON THE DRAWINGS OR MENTIONED IN THE
SPECIHCATION.
20. GONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTIOrr
CLEAN-UP, DURING AND FINAL.
21. THE AMERICANS WITH DISABILITIES ART �ADA) IS SUBJECT
TO VARIOUS ANO PO$$IBLY CONTRADIGTORY
INTERPRETATIONS. THESE PLANS AND ANY ACCOMPANYING
SPECIFIGTIONS �'PLANS'� REPRESENT TME DESIGNER'S
OPINION REGARDING ITS INTERPREfAT10N Of THE ADA AS IT
APPLIES TO THE SUBJER PROIECT. IT IS N07 IN ANY WAY A
WARRANTY OR GUARANTEE THAT $AID PLANS COMPLY
WITH ANY OR ALL POSSIBIE INTERPRETATIONS OF THE ADA
BY OTHERS.
A CONDITION OF THIS PROIECT AVPRO�AI t5 iHAT TNE
DEMOLITION PERMIT WILL NOT BE ISSUED AND NO WORK
UN BE BEGIN �INCLUDING 7HE REMOVAL OF ANY
BUILDING COMPONENTS) UMIL A 6UILDING PERNVT HAS
BEEN ISSUED FOR 7HE PROIECT. THE PROPERTY OWNER IS
RESPONSIBLE FOR ASSURING THAT NO WORK IS
AUTHORIZED OR GERFORMED.
OCCUPANCY NOTE:
CERTIFICATE OF OCCUPANCY wlll BE RESCINDED ONCE
CONSTRUCTION BEGINS. A NEW CERTIFIUTE OF
OCCUPANCV WILL BE ISSUED AFTER TME PROIECT HAS BEEN
FINAI. NO OCCUPANCY OF THE BUILDING IT TO OCCUR
UNTIL A NEW CERTIFICATE OF OCCUPANCV HAS BEEN
ISSUED.
FUTURE PUBLIC WORKS NOTES �
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2016 CALIFORNIA GREEN BUILDING CODE Green Building Measure vian Green Building Measure vian
RESIDENTIAL CHECKl15T Reference Reference
WATER EFFlQENCY AND CONSERVATON (2016 COC M.9) --� . , --- � MIfERIOR MOLS7UIIE CONfROL (2016 CGC 54.505 --- ; .
New res�den[iol buildinq5 must be designed [O indude [he Green Building mandofory Plumbingfi�nures(warerdosetsandurinals�w�ummplyw�ththefolbwing�. Acaplllarybreakwdlbeinstalledifaslabongradefo�ndauonsystemisused.TheuseofaC'Mick �� ,
1. The effecuve flush volume of all wacer cbsets wiil no� e.ceed 1.28 gal / flush. A2.0 a 5.1 Wse of X' a larger clean aggregate under a 6 m�l vapor retarder with joint lapped not less than A2.0 #20 �
meosures speciJied rn [his checklisG These Green Building mondotory measures olso 2016 CGC §4.303 1.1 6` wlll be prwi0ed unkssan englneered Oesign has been submitted and aOG�ad W Ihe BulWing � '
opply to additions or alterations of existina residential buildinas where the oddition or 2. The effective flush volume of unnals will not exceed 0.5 i/ n�sn. zoic ccc aa3o3.i.� A4.0 #5.7 Drvision. 2016 CGC 44.505.2 anE Californ�a Residential Code (CRC) ¢R506.2.3
olteration increases the buildings conditioned orea, VOIUTP, or size. These requirements 7he fttings for faucets and showerhnds wlll have all required standards Ilsted on the plans; Bwlding materials wfth visibte signs o( water damage will not be instailed Wall and floor
A2.0 #22
Oppiy 011ly [O tI1P SpPCifiC O�PO Of Oddl[I0I1 0I OItP/Ofi011. 1.I GPM for faucets and I.0 GPM Ior showers. 2016 CGC 44.303.1.3 and 2016CGC 4A.3031.41 4 _ framing will not be endosed when the frammg members e�ceed 19%mo�sture mncent. � �,
An au[omatic Irrlgat�on system conVoller for landscapmg will oe provided 6y the bwltler and . MoisWrecontent w�ll be �erifietl prior �o lin�sh matenal be�ng ap0lied. 7016 CGC 4<.505.3 AZ•0 #�� .
T1.0 #1
installed at the ame ol fmal �nsvectwn. 2016 CGC 4a.304 1 I INDOOR AIR QUALITY AND E%HAUST �2016 CGC §4.506) � �
Building Permit Number. -
ENHANCED WRABIUTY AND REDUCED IVIAINTENANCE 2p16 CGC }I.108 E.haust fans that are ENEaGv S7nF-cor*ioaant, du�ted a�d that terr,���ate outslde the building
q�����,ia� sna<es .iro�,nd n��?s. ele¢nc cahles, conduits or olhe� oDenings m sole/bottom plates at � will be O�ovided in every bathroom. 2D16 CGC 4a 506 1
�.•.i��� -�.� �..n ... ,. ��a� � o/ed b dosin wch o e weh cement mortar, mn<rere � A4.0 #33 Unless funcoonin as a cem onent of a whoie-ho se ventilauon s tem, fans must be ME2.0 #49 �I
Sit2 Addf255: 1556 CYPRE$$ AVE. -- � � �� -�� ��' Pro y g p n•,ngi , g p ys
-�� .,,� ,� -. � �,ri��d acce0tabie m the enforung agenc� 2016 CGC 4CA061 controlled by a hum�distat. 2016 CGC 44.SOG1
In th[ [OIUT� IObtlEd "Plan Refercnce" CONSTRURION WASTE REWCIION, DISPOSA4, AND RECYCLING (2016 CGC �4.106) j ENVIRONMENTAL COMFORT (CGC �.507
a .,,� Eo f.o, .�•-haxardousmnztrucUo a ddemclitionwastegeneratedatthesite � ', �he heating and air-mnditio�ing system wdl be sized, tlesignetl and have their eQulpment
SpeclJy where each Measure can be Jound on the plans. u h. +. �� , o1f � recycle, diverswn, or salvage facdlry per 2016 CGC 44.408 I T�'� *2 seletted using the fo�low�ng methods.
. .. I ME2.0ks1
Green Building Measure PIOn BUILDING MAINTENANCE ANDOPERATION 2016 CGCS4.430 � 1. Heat LOss/Heat Gain values in accordance with AN51/ACCA Z Manual 1-2011 or epual; i
RCfEf211CR � A� operation anA ma�intenance manual w�ill be provided to the build�ng occupant orowner.2016 2. Duct syztems are s�ieC according to ANSi/qCCA :. Manual D-2014 0� epuivalent;
�� -� CGC 44.4301 T1.0 #3 , ;. Select heaung an0 cooling eqwpmen[ ir accordance w�M ANSI/ACCA 3. Manual 5-2014or I
SRE DEVEIA%NENT (2016 CGC 60.106) � FIREPlACES 2016 CGC f0.503 equ�valent 2016 C6C 4< 507 j
AplanhasbeenGe�eioped,andwdlbeimpiemented.tomanagestormwarordnlnagedudng A�Q#�� � q� --- � _ INSTALLERSPEUAUNSPEQORQUAUFIGTION�2016CGC§702)
comtruction. CGC 44 1061 & 44 1069 y gas fireplaces will he dvecrveM, sealed-combushble rype. 2016CGC §4-503.1 A2.0 #23 ---�
ENERGY EFFIC�ENCY . AnY wood srove or pellet stove wlu compiy wrth US EPA Pnase li emission lim�its. � ' HVAC system installers wi�d be tralned and certifled m the proper installation of NVAC
2016[GC44.5031 A�.O#26 �,rystemsandequipmentbyarecognizedtraining/certd�cauonprogram.2016CGC47021
(2016 CGC and tM 2016 qllfomN BuNdin� Ener�y EHkMnCy Shnd�� _- -� _ � ��� ���a (� �� VERIFICATON (2016 CGC 570�
2016 Energy Code performance comphance documentauon must be provided in �p.0 #35 � A< <he [ime of rough Installatlon, tluring storage on Ne mns[ruction slte, and untll final sdrtup uponre�unt. venflcationof compliancewnhthiscode mayinciudeconstruttiondocuments, o�ans,
8d/2"X11"formatandmustberepticatedontheplans. ottheheating,coolingandventdahngequipment,allductandotherrdatedairdisVibutwn ''� specifcations.buiiderorinstaliercertifrcatron,inspectlonreports,orothermethoasacceptableto �
Walls with 2% 6 and lar er framin re uire R�19 insulation 4150.0 (c) 2 A2.0 #25 . T1.0 #5 T1.0 #4
B B Q _� componentsopeningswill becwered wtth Wpe, plastic, sheet metals, or othe� methods the Bwltl ng Dnision that w�ll show substantial confo�*nance with the I016 Cotle reqmreme�tz
Hot water piping insulation g150.0 Q) 2 A ii A�.O #28 acceD[able to the enforcing agency to ieduce the amount of water, dus[, or debris [hat may �� 2016 CGC 4�031
Lighting - new mandatory requirements for indoor rooms. 4150.0 (k) A2.0 �9 enter the sy:tem. 2016 CGC 44.504.1 �i � Responsible Desi`ners Declantion Statement Contnctofs Declaratbn SUtement
DUct insUlation (R-6) requifed 4150A (m) 1 ME2.0 #38 Adhesives, sealants, and caulks used on the project shall folbw lonl and regional air pollutbn � I hereby certrfy that th�s project has been des�gned [o I hereby cerufy, as the 6mlder o� installer, under permit �
Duct leakage testing - 6%with air handler and 4%without al� handler 4150A (m) 11 ME2.0 #39 or air puality mana emen[ dis[ritt standards. E716CGC §4.504.2.1 _ meet [he reqwrements of the 2016 Green euiiding Ilsted hereln, [hat this project will be mnztructed to I
Return duct design/fan power, airflow testing, and grill sizing requirements 4150A�m)13 ME2.0 #40 � Pama and coatings win comply with VOC f�mns per CGC ga.5o4.2.1 A9.0 # 1 _ Code. _ _ _ _ � meet the requirements of the 2016 Green Buildin Code.
Watet heating - 120 vOlt receptacle < 3 R., Cat III or IV vent, and g3s Supply line [apatity ME2.0 #41 Aerosolpaintsandma[ingswill meettheProdua-weighted MIRIImitsiorROC aMother Name: 71M RADUENZ - FORM+pNE '�, Name:
of at least 200,000 Btu / hour g150D (n) requiremeno.7016 CGC §4.506.29 A9.0 #6 _ Address: I Address:
New third- a HERS verification for ventilatioe and indoor air ualit 4150.0 o ME2.0 #42 DocumenWtion provided verifles wmpll�nce with VOC ENsh mate�ia1s.2013CGC §4.5001.4 A9.0 #4 4843 SIWER SPRINGS DRIVE _
Prtv___ Q Y II
New mandatory U-factor (0.58) for fenestretbn and skylights §150A (q) A2.0 ii24 Carpet syrtem InsWlled Inthe buildfnglnterlorwlll meet thetestlng and produc[ requlrements Ciry/State/ZiD �de }•ARIC CITY, UT 84098 ��ity/State/Zip Code
found in the 2016 CalMomia Green Buildin Code. 2016 CGC 4A.5003 AG.O #3
Classification of Migh & Low efficacy light wurces. Table 150.A 2016 CEC ME2A #43 � S�gnature: - � Signature:
Where resillent flooring Is Inst�IleA, at kast B09G of the Floor area recelving resllieat flooring wlll � f-�
Refrigerant charge verification for ducted package units, miN-splits, and other unRs ME2.0 #44 � comply with the Califomia G�een Building Code �equirements.2016fGL §4.506.4 ', A9.0 ti4 i Date: q�q�� g ' Date�
4150.1 (c) 7 Hardwoad plywood, partickboarC, an0 medlum denslry Flberpoard compostte wood produc[s
Radiant bartier now required in Qimate Zone 3 41501 (c) 2 A�.O #30 � used onthe �nterior and enterior oithe buiWmg will complywtth the IowformaldMyde emBslon � A9.0 #S ��, �� � - �
Reduce U-factor (0.32) and SHGC (0.25) for high performance windows §3501 (c) 3 A A2.0 ft31 standards. 2016CGC 4a.50a.5
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SAN MATEO COUNTYWIDE
Water Pollution
Prevention Program
Clean Water. Healchy Communicy.
Construction Best Management Practices (BMPs)
Construction projects are required to implement the stormwater best management practices (BMP) on this page, as
they apply to your project, all year long.
�1aterials & �i�'aste �lanagement
Nun-H�aardous Matcrials
� Bem� and co�er stockpiles of sand. dirt or other wnsttuction material
��ith tarps when rain is forecasl or if not acticel� bemg used Nithin
I d day s
_1 Cse (bul don't o� eruse) reclaimed water for dust control
Na�ardouc Matcrials
� Labcl all haznrdous materitils and liu7ardous ��astes (such as
pesticidcs. paints, thinaers, sohents. fucl, oil, and antifrcezcl in
accordance �eith city, counl�. state and federal regulations.
�] Storc haaardous matcnals and µastcs m watcr tight containcrs, storc
in appropriate xcondazy containmcnt, and covcr thcm at thc cnd of
e� en Nork da} or dunng wet Neather or w hen rain is forecast.
7 Follo�ti manufacturer's applicanon inswcdons for harardous
materials and be careful not to use more than necessan. Do not
apply chemicals outdoors when rain is forecast within 2d hours.
.] r�rrangc for appropnatc disposal of all hazardous waztcs.
Waste Msnagement
J Coccr wastc disposal containers securely with tarps at the end of
ecen work dac end during wet wealher.
7 Check waste disposal containers frequenth for leaks and to make
surc thc} are not overfilled. Ne��cr hosc down a dwnpstcr on thc
consWclion sitc.
..! Clcan or mplacc porlablc toilets. and inspcct thcm frcqucntl} for
leal-s and spills.
� Dispose of all wastes and debris properh. Rccycle matcnals and
��astes lhal can be rec}cled (such as asphalt, concrele, aggregate base
materials. wood. �p board. pipe, etc.)
7 Dispose of liquid residues from pamts, thinners. soh�ents, glues, and
cicaning fluids as hn7ardous wastc.
Cunstruction Entranccs and Pcrimctcr
J[stablish and maintain ctTecti�c pcnmeler conVols and slabiliie all
construction cntranccs and cxiu to sufficicndy conaol erosion and
scdimcnt dischargcs from s�tc and track[ng o(Tsitc.
J Sweep or vacuum am street lracking immediateh and secure
scdimcnt source to prcvcnl furthcr tracking ?�c�cr hosc do��n strccts
lo dean up lrackmg
Equipment Mxnagement &
Spill Control
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M1taintcnancc and ParkinR
❑ Designale an arca, fitted Hith appropnnte BMPs, for
cchicic and cquipmcnt parking and storagc.
❑ Pedorm major maintenance, repairjobs, and �ehicic
and equipment washing o(T site
❑ If refueling or �ehicle maintenance must be done
onsrte, worl: in a bermed area awac from storm drams
and occr a drip pan or drop cloths big enough to collecl
fluids. Rcc} cic or disposc of fluids as hazardous wastc.
❑ If vehicle or equipment cleaning musl be done onsite,
clean with watcr only in a bcrmcd arca that �� ill nol
allo�c rinse a acer to run into gutters, strccts. stortn
drains. or surfacc Hatcrs.
❑ Do not cican cchicic or cquipmcnt onsitc using soaps.
whcnts, dcgrcatcrs, or stcam cicaning cquipmcnt.
Spill Pre�ention and Contrvl
0 Keep spol cleanup malerials (e.g.. rags, absorbents and
cal litter) available at the construcuon site at all times.
❑ Inspect ��chicics and equipmcnt fmqucndy for and
repa�r leaks promptic. Use dnp pens to catch leaks
until rcpairs arc made.
❑ Clean up spills or leaks immediately� and dispose of
cleanup matenals properl�.
❑ Do not hose dowr sudaces whcrc 9uids hace spilled.
Use dn cleanup methods (absorbent materials, cat
litter, and/or rags).
❑ SHecp up spillcd dn materials immediatch. Do not
tn to µash thcm a�ca� with «atcr, or bury thcm.
U Clcan up spills on dirt arcas by digging up and
properh disposing of contaminatcd soil.
❑ Report significant spills immediatel�. You are required
M laµ to rcport all significent rcicascs of ha�ardous
matcrials, including oil. To rcport a spill 1) Dial 911
or } our local emcrgcncy responsc numbcr. 2) Cell thc
Go�-ernor's Ot%ce of Emergenc�• Semces W'aming
Center, (800) 852-755U (24 hours).
Earthmo��ing
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❑ Schedule greding and exca�ation work
dunng dn weather.
❑ Stabilizc all dcnudcd ercas, install end
maintain temporary erosion controls (such
as erosion control fabnc or bonded fiber
matrix) until �egelation is established.
❑ Remove exisling vegetauon onl} ahen
absoluteh necessan. and xed a planl
vcgctalion for crosion conlrol on slopcs
or µherc consWction is not immediateh
planned.
U Prc� ent scdimcnl from migraung offsitc
and protcct stortn drain inlcts, guttcrs,
ditchcs, and drainagc courscs by installing
nnd muintaining nppropriatc BMPs, such
ps fibcr rolls, sdt fcnccs, scdiment basins.
gra�el bags, berms, etc.
❑ Kccp excavatcd so�l on site and transfer it
to dump vucks on site, not in the stmcts.
Contaminatcd Soils
Ll If any of thc following conditions arc
observed, test for contamination and
conlact lhc Rcgional Water Qualit�
Control Boerd:
- linusual soil condilions. discoloration.
or odor.
- Abandoned undergroundtanls.
- Abandoncd W clls
- Buned barrels, debris, or trash.
Paving/Asphalt �'�'ork
�1 A�oid pa�ing and scal a�aung m��ct
wcathcr or µ hen raui is fbrccast. to
prc��cnt materials [hat hacc not curcd
from contacting stormwater runo(1'.
❑ Co�cr storm drain inlcts and manholcs
uhen apph ing scal coat, fack coat, slum
seal, fog seal, etc.
❑ Copcct and recpcic or appropriatcl}
dispose of excess abrasice gravel or sand.
Do NOT sweep or Hash it into gutters.
❑ Do not use Hater to wash do�tin fresh
asphalt concrete pa�ement.
SawcuttinR & Asphalt/Concretc Remuvel
❑ Protect nearb� slorm drain inlels w hen
saw cutting. Usc filtcr fabric, catch basin
inlet filters, or gravel bags to keep slum
out of the storm drain sy stem.
❑ Sho�•cl, abosorb, or ��acuum saw-cut
slum and disposc of all µastc as soon
as }ou aro finishcd in onc Iceation or at
the end of each µork da} (H hichecer is
s�oe�!,.
❑ lf sawcut slurry entcrs a catch basm, cican
it up immedinteh.
Co�crete, Grout & 111ortar
.�pplication
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from stom� dra�ns or ��atcn�ays, and on
pallets under cover to protect them from
rain,runoll;and wind.
❑ Wash out concrctc cquipmcnUwcl�s
ofTsitc or in a designatcd washout
ama. Hhcre the water will 8ow into a
tcmporaq waste pit, and in a manncr
tliat will pro�ent Icaching into thc
unded� ing soil or onto surrounding areas.
Let concrote harden and dispose of as
B�Be.
❑ When ��ashing erposed aggregate,
prevenl Hashwater Gom enlenng slortn
drains. Block any mlcts and �acuum
gutters, hose u ashwater onto dirt am,as, or
drain onto a bcrtncd surfacc to bc pumpcd
and d�sposcd of properl}.
Landscaping
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❑ Protect stockpiled landscaping mntcrials
from �cind and rein by storing them undcr
�arps all yeaz-round.
0 Stack baggcd matcrial on pallcts and
under cocer.
❑ Discontinuc applicauon of any crodiblc
lands;.apc matcnal w ithin 2 dn} s bcforc a
forecast rain e�ent or dunng ��et ��eather
Painting & Yaint Removal
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Painting Ckanup anJ Rcmo�al
❑ Ne�er clean brushes or nnse paint
containcrs into a strect, guttcr, stonn
drain. or stream.
❑ For µater-bascd paints, painl out brushcs
to the eztent possible, and rinse into a
drain that gocs to Ihc sanitan sc��cr
Ne�er pour pa�nt down a stomi drau�
❑ For oil-bascd paints, paint out brushcs to
thc cxtent possiWc and cican �cith th�nncr
or solvcnt in a proper containcc Filtcr and
rwsc thinners end soh'ents. Dispose e:t
excess Gquids as harardous Haste.
❑ Paint chips and dust from non-hazardous
dn stripping and sand blasting mac tx
sµepl up or collecled in plasdc drop
cloths and disposed of as trash.
❑ Chemical painl stripping residue and chips
and dust from maruu paints or paints
containing lead, mercun. or Iribut}lun
must bc disposcd of as harardous �tastc.
L.cad bascd paim rcmo�al rcquires a statc-
ccrtificd contracror
Dewatering
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rwio(Tfrom dewalcring operations muc�
bc proped} menagcd and disposed. w'hcn
possiblc send dcw•atcring dischargc to
landscaped area or sanitaz� se��er. If
discharging to thc sanitan sewcr call � our
local wastewater treatment plant.
7 Diccrt runon �catcr from otisitc away
from all disturbed areas.
� Whcn dcwatcring, nouf} and obtain
approval from thc local municipalin
beforc discharging watcr to a strccl guttcr
or storm drain. Filtration or di�ecsion
lhrough a basin, lank, or sediment trap
ma� be required.
� In azeas of known or suspected
contamination, call � our local agenc� to
dcterniine �vhelher lhe ground µater must
hc tested. Pumped ground��a�cr ma� nced
to bc collected and hauled ofT-si�c for
trcalmcnl and proper dispok�l
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�NI DETACMED GM�CE UNDEN — - —�
SEPMATE PEHWT (B1B00]Ill
1 PROTECT ALL STREET TREES DURING CONSTRUCTION
2 EXISTING CITY STREET TRESS MAY NOT BE CUT, TRIMMED. OR REMOVED WITHOUT PERMIT FROM
PARKS DIVISION
(E�Q WOOUFENCE
TO BE CROTEC�ED
DUqiNG
CONSTqUCTiON
a��,�_ �,
1 A REMOVE'REPtACE UTILITES ENCHROACHMENT PERMIT IS REOUIRED TO (1)
REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE. (2) PLUG ALL
EXISTING SANITARY SEWER IATERAL CONNECTIONS AND INSTALL A NEW A" LATERAL, (3)
ALL WATER LINE CONNECTIONS TO CIN WATER MAINS FOR SERVICES OF FIRE LINE ARE
TO BE INSTALLED PER =CITY STANDARD PROCEDURES AND SPECIFICATION. (4) AND
OTNER UNDERGROUND UTILIN WORKS WITHIN CITY'S RIGHT-OF WAY.
2 GRADING PERMIT. IF RE�UIRED 1MLL BE OBTAWED FROM THE DEPARTMENT OF
PUBLIC WORKS
fE� G�S ME�ER --
(E) MS UNE — —
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. ANO/OR PATIOS ONTO VEGETATED AREAS.
3 DIRECT RUNOFF FROM DRIVEWAYS ANDIOR UNCOVERED PARKING LOTS ONTO VEGEfATED
AREAS.
4 CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS W1TH PERMEABLE SURFACES.
5 USE MICOR-DETENTION. INCLUDING DISTRIBUTED L4NDSCAPE-BASED DETENTION.
6 PROTECT SENSITIVE AREAS, INCLUDING 1NETLAND AND RIPARIAN AREAS. AND MINIMIZE
CHANGES TO THE NATURAL TOPOGRAPHY.
7 MARK ON SITE INLETS WITH THE VK�RDS "NO DUMPiNG FLOWS TO BAV" OR EQUNAIENT.
8 IA ) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIES
APPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE PEST- AND/OR DISEASE-RESISTANT,
DROUGMT-TOLERANT. ANDIOR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDES
AND QUICK -RELEASE FERTWZERS.
9 DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY
SEWER
�0 TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED ARFAS UNTIL PERMANENT
EROSION CONTROLS ARE ESTABLISHED-
ti DELINEATE VNTH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS, EASEMENTS
SETBACKS. SENSITIVE OR CRITICAL AREAS,BUFFER ZONES. TREES TO BE PROTECTED AND
RETAMED. DRAINAGE COURSES.
12 PROVIDE NOTES. SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOILOWING�. (A)
CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS.
WCLUDE INSPECTION FREQUENCV; (B) METHODS AND SCHEDULE FOR GRADING. EXCAVATION.
FiLLING. CLEARING OF VEGETATION . AND STORAGE AND DISPOSAL OF EXCAVATED OR
CLEARED MATERIAL, (C) SPEGFICATIONS FOR VEGETATIVE COVER 8 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 NMEN OEWATERING AND
OBTAIN ALL NECESSARY PERMITS.
15 PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G.
BERMS. SOCKS. 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
�9 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 STpRE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO
PREVENT CONTACT NATH STORMWATER.
22 CONTRACTOR SNALL TRAIN AND PROVIDE INSTRUCTION TO ALL
EMPLOVEES/SUBCONTRACTORS RE�. CONSTRUCTION BMP'S
23 CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANT5. INCLUDING
PAVEMENT CUTTINGWASTES.PAINTS.CONCRETE. PETROLEUM
PRODUCTS CHEMICALS, WASHWATEROR SEDIMENTS. RINSE WATER fROM ARCHITECTURAL
COPPER. AND NON-STORMWATER DISCMARGES TO STORM DRAINS AND WATERCOURSES
IEIDRIVEWAYCJ�TE —
�Ni FipE MID W�TER liNES ALL
W�TER LINE CONNECTqNS TO GTV
WATER WVN$ Fpq SERVI�E pq FiRE
LINE ME TO BE �NST.\LLEO PER Cllv
ST/W DAqD PqOCEDURES AND
SGELIFiUTION NIDANYOTIIER
uuo�r+cr+aw+o urwry w�rs�cs
WITINN CIM RIGM-0E-WRY AS
NEOuinE� ev C�tv .
NL E%ISTINC SAIMTARY SEWER
urewL ca+�cnas.o eE
t 9.70 �T'u.EDA6 WREOBOBE
� wi sewen u�ru� c�ewnwT
� AS REOUIRED BY QTV
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I swF9ACR�l(T4�f1EVFM�fnpFVif,E-
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(E� 9ME0 TO BE
REMOVED nl 1 iAIE Or
CONBiRUCTION OFi.v�
GARA(:E
PROTEC7,9EE
AfiOPoBT REPONT FpR
SPEdEB
�N) O D qTCHEN
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(N) MqV�BLE G�14 FIFIE
arr
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�RBORIST REPORT FOR �
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CYPRESS AVENUE
(60'R/W)
PROPOSED SITE PLAN
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�ONS'HI:C' iGN [�H EA�JES WI' i'i4'.-5
�EE� FqOM wtOPEH�Y L'��v'E �
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Kielt}� Arborist Senices LLC
Catificd Ar6orist WE+N1476A
P.O. f3ox 618'
San Matco, CA 9UO3
650.515-9783
�
lunc:7,2019
I Im Nadw�ez
JKJi lilver Springa Drive
ParA City, Utah 84(WN
�nc I S%Cyprcss Avenue, Budingame CA
1)aar �7c Radunez,
,�s requested on Mondey, lune 24, 2019, I visi�ed the above site w inspec� and comment on the
vcc.. A small home eddiuon is propoxd for this sitc, ud your concem for the futurt 6ealth end
xain� of the trea haa prompted thia vifit. Site p4n A I.0 deted 3i5/ 19 wu miewed for writing
this rcport. A tree protatioo plen will nlao be included u the md of this rcpon.
Met6od:
AII iis{ketions were mde fiom t6e gound: �he traa w�rne not climbcd for this inepeetion. T6c
uta io quation wcre located on a rtup p�ovded by you. The tras were theo measurcd for
diame�cr at W inchca above ground Icvcl 1 DBH or di�maer a[ breui heighi l. iTe veu werc
grven a condinon ra�ing fw form and vlWity. The Uxa condition nbng u baved on 50 pnrenl
vualtl. and 50 perccm (urtn. usmg t6e fo0owing acale.
I - 29 Very Poor
30 - 49 Poor
50 - 69 Fav
70 • 89 600d
90 - 10(1 Excellrn�
I�hr Frighi ol ihc trer. w a, mcasured using a Nikon Fi�estry 550 H�Tsumetn. The sprcnd xus
pucrd utf. l�ummrni. �nJ rccnmmrndation. for fwurc mnimennncr arc pro� idrJ
� S<M1 l'yPfr�� M1?7� 14 151
17ce ProtecHoa Plao:
1 ��,�i• Pmtecfinn Znne�
I rer pmtection zonea shoWd be insulled and mainuined thmughout the rn�irc Irngth of the
prqiec�. Pnor ro the commencemrnt of any Develapmmt Project, e cMin link fence shall be
�n.�alled at �he dnp line of any {xotected tree which will or will not be affected by die
��n.eruction. The dnp line shall not be altered in any way so as lo increa e the mcroachment of
�hc :,metruaion. Fencing for the �mtection zones should be bfoot-mll meul cluin link rype
�u���+nrted by ?-inch metal poles poundcd ina the ground by �ro less than ? fat. 7Te euppon
�r�le; shauld be speced fw more thm 10 ke[ apart on « nrer. Signs should be pleced on fmcing
.�en.fying "Trce Proeecuon Zone - Keep Out". No matenals or equipmrnt sbould be stored w
t �i m m�es. E v- in soil d sib dnini and
� Icaned inside tAe tree ro« o za anon. . ge
P B� & �
Ie��c ing is prohibited within the trce protection xones. No wim, signs or ropee shall be attached
in �he pmtected trees on sde. Utility xrvices and imguion lims ehall all be place ouuide of the
irn protection zonea whtn poss�ble. On Nis site the rntire steeet vec pleming pitn wlll neM to
hc (rnced ofi m order io protai the sveei �rcts. Trce praecuon fcncing (or pinosporum tree u3
u �II nccd a bc placed at the uec's dripline. Because ihis may reduce acceu to [he uee o(
pro�osed work, enywhere wherc fencmg needs �o bc reduced (or ueaa, ehell be pro[ected by a
landscape barticAas deacribed in next peragraph�. Par trce �I4 ia rccommended to be pro�ated
a, ucli by fcncing pleced at thc tra's driplinc.
L,mJs�nye Burrier zonr
I i tirc any reason a amaller vec proiection zoce ie nadad for ecce�a, e landac�pe bufTer
�.�n.isting of wood chips spread �o e depth of six inches with plywood or qal pla�ca phced on
i��p will be placed w6cre trce pracetiun fencing is �equoed. The 4ndccJpe bufTer will help to
rc�uce compx.von to the unprotated root zone.
1 n �podiarzs
l hc aite ar6onst will nad to vmfy thu uee protecum frnciog I�as been insuliul befine the sun
„i �nnsuuction. The city of usuolly fequves a lener slating Ihe fencing ix in place be(arc eny
� pelmiu are w be gruned. The sim atbofir must ifnpece the si�e �nytime excavation work u W
.. uke place uodetnea�h the cenapy of a protected trees driplim. h is the coovutors responsibiliry
- a� contaa Ne sile arbonst i( exwvriion wq{e is to uke place within thia a�ea. Kielty Arborist
. Serices can be reached a� kkalba0476�a?yahao.com a by phone at 1650) 513-97R3 (Kevin�.
R��v Cutting n� Grading
Am� rtwa ro be wt shall be monimred and ikuumrntcd. largc roou (2" in diemeta or oval or
I,vge macsea of mots to be cu[, mu.st be ins�ected by the Project Ar6orise The Project Albonst.
.0 �h�s time, may recommrnd irrigation ehe raot zone ax well as other mitigation measum whrn
nceded. All roots needing ro be cut should be cW dan with a saw or lopper. Roon m be lefl
crpottd for a peried of time should be rnvered with leyers of burlap and kept moist to avoid root
dreiccnion. The e�isting grade undemeath the dripli�e of the trees shall he rcfained when
pa.uhlr II m he ehanged the I'rolr:t ArM�nc� mua re� ie�c and gne minpannn meacore�
1556 Cypress 6 27 � 19 121
Sun e�:
TrceM Specks DBH CON HTISPCommeo4
I P Rcd wk I. I NO I(LS Gaod vigor, good kom, recemly plan[nl
rQuercu� ruArwnl 9��� �.
2P London plane 4.2 RO 25r I S Good vigor. good form, recrnHy pl�nted
/Plolanut+hispnniral stree�ux.
JP Viaorian box 20.12-14 50 35Q5 Fair m poor vigor, pnor form, lopped in pau,
lPinospnrum undularum/ muhi leader et grade, abmdance of dead
wood, well msimained tArough pruning,
�ruture.
4 Gvttgreen pear 13.4 50 30; 25 Fa'u vigor, tair fotm, impacted by firc blight.
lPwtat kawnkamii/
P•lnd�<vles prolerlevl trrr hr rur orJinan� r II S inrhec Jiamr�rr or srrerr urr o/ anc scel
•-lndi��oies rrrr on neighh�rin,l' Prop�rn� . .
1556CypressN27r19 �6�
TrcntAinR and Ezcauation
Trenching fw irrigation. drninage, electriwl «any other rcawn sMll be done by hand whrn inside
�he dripline of a protecttd tree. Hand digging and the ca�xful placement otpipex below or besides
pmtected rtwe� will significantly reduce root loss, thuc reducing trauma to the vee. All trrnches
shall he backfilled wi[h native materiala and compected to �ar ib origiml level, u soon as
poesible. Trenches to be lefl oprn for a pmad o! time, will ,equire tht covering of all exposed
�oas with burlap and be keq moist. The trenchta will also need lo be covercd with plywood to
help pmtect the exposed rtats.
lrrigmion
Normal im ticro siwuld be mainnined throu ut the rntirc length of the pro�ec�. The imported
Ba 8�
�c will wertn season months. Sane irti ation ma be
treee on this si e rtqwre irtigstion durin6 � B Y
rcquircd dunng thc winter months depending on �hc uuonal ninfall. Dunng the summcr
months the trces on �his eitc ahould rccerve Auvy flood type 'vrigation 2 times a month. During
the fali and winrer 1 tlme e month should suffia. Mulchiug the root zone of pmtec�ed vees wdl
help the soil rcuin moisture. �hus Rducing waur consumption.
The information included in this rcpon is bclicvcd ro be we and bascd on wund arbonculmrnl
principles and prectica.
Sincerely, Kcvin R. Kiclty
Ccnified Arboris� WEa0a76A
I55h ( �prr,.6 ^ Ia �3)
Somm�q� aad Imp�c[s:
Rcd oak [ree x I and L.ondon plane tree K2 are street trees
I(wated within ehe public nght of way. F3oth trtes hace
rr: ently k�em planted, md arc in good condition. It is
,_��mmended m soak the plenting urip I: times a month to
�.�. n;ain a healthy nee All street lreer are prMected in [M1e
. af Bwlingame regardless of size The rntirc strtet tm
,_ ���ung sttip is recommendeN'equircd to be frnced off by
�: a protection fenting dunng the propoxd work nn site.
�howine red o�le tree tll
1.41PA(TSi�I �4-�]t
A ncw lirc and walcr linc arc proposd and wdl sqwrc cxca�auon ncar red oak �recd I. Thc rcd
oak ucc is only I inch m dumctcr end no� czpcc�ed io bc impactcd as a young trec o! th�s s�zc
can lolrnte a Ia of too� trsume. Be(oee excevaling near �he red oalc uee N 1, hcavier Itun nortnal
ungauon stwuld bt pven to �he uec. The expaced root bell dunng c�cavation stauld stay wa
and not Wowcd to dry ou�. Afler the work is doce Ihc trcc should bc Ikavily imgeeed ooce a
wmk for one monlh anJ back down Io two nmes per moNh (or the remainder of lhe dry seYson.
no impaeU arc cx�etcJ lirr LonJon planc tr c p2.
-�'�cyonan boa vee N3 is � proac�cJ trec on site. This
.. .. va �s maturc and is stwwing signs o(Jecline
� �hroughout the canopy. The tra has been topped in
�;� �?= � the past lnut a tecommended cuq giving the hxc
�" �'.� � puur form. Chha than �he {raat tupping cuu, the trec
�� h:n been well maintui�d throu in Thc
'6h P� 6
`� �:`,� �pr�ia i. a drought tolerant species but tmds to do
!�cner wi�h mmor amounls ot supplementel imgatiun
- �„� iJcJ, A deep-water krtiliuuon is
'�.! .^' .�. ��mme�ded ro try and give lhe tree an added txw�.�
��� h;itcvn nutnrnts it may be misving. A soil test
�.i�x a hma understanding an �he trces decline
� ¢or. The tree is rccommended ro be heavily
_�a�cd �wice a month
�hnwfng �'krorian Iaa Iree at
ISSfi Cypress h�27.19 1�)
Kielty Arborist Services
P.(l Borni%7
Sxn �1acn+. [-A VJ.7111
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ARBORIST DISCLOSURE STATEMENT
Atbons�s erc tree specialisis who ust Meir education, knowledge, tn�ning aod experirnce
d m I tn
measuns to enhance ehe beau and heilth of an ute
w examine vees, faommend ry uea. p
rcduce �he risk of living neu trcea. Climu m�y choou to accept or diarcgard the
rccommendatims of the uboriet. or seek edditiaul advice.
Nborisls cannol delect every condition tha� could possibly Iwd lo the strucmral (ailurc ef
a trcc, Tras are living orgmisms that fail in ways wc do not (ully undcn�and. Condinons arc
aftcn hiddcn within trees and below gmund. Arboneb cenoot guano�cc tMt a trcc will be
hcalthy or eafe under ail cireumstsnces, or for e spccified penod of time. Likewisc, rcmediel
veaunents, like a medicine, cennot be guaranteed.
Trcatment, ptuning, end rcmoval o(tscs mey imolve conslderatiom beyond the uopc of
tbc a'hwis�'s xrvicee such u property boundnes. propenY ownership, sirc Iincs, dispuies
bnween neighbors. W�dbrd-tenant mauers. elc. Arbonsts cannoi wke sucA isaua imo xcount
unleas comple�e ud wcuram intortnatlon is givrn to thc uborist. The person hving tAe uboris�
acceqs full resy�ma�b�liry for wihonnng the rcromme�ed veewrn� or remedial mcasims.
Trees can be menagetl, but they cannof be confroUed. To fiYe near a bea is to accept
sorne degrae ol nsk. The only way ro eliminete all nsks is to eliminete a!I trees.
AfAotisL
Kevin R. Kiehy
Duu: June27,2019
I;:��l���rc..n_'Iv �a�
IMPAC7Sf=31'
The propoeed addition is far enough away frnm the �me w�herc nu impac�. wuulJ he er�x�c�rJ
The tm is recomrr.mdcd ro be protectcd by plac�ng tm protMion kncing a� ehe ttee's dri�l �.nc
Hecauu this mey red�ce aceesc �o the a�ea of proposed work, enywhere where fmcing need� ���
be rcduced fa access, shall be protected by a landscape bamer. La+dxape bamers consi.� ,�t
thick ceu�se mulch xprpd to a deplh of b inches wilh plywoad placed m top. Protection is
,.,,,�,. _,.•,,,�.�<r,on due in heavy faot traffic or machinery driving over the ront mne coulJ
� ��• �he �rcc'. healih if �wt protected.
P.vergmn peer tree a4 Is not a protected simd ircc
on site. The vee has fair vigor end fortn. Thr vcc
hac 6een impac[ed by fi'eblight fungal divca.�c
Fireblight effats almo� every peu trce in ihc ha�
erca, especially this spenis Nn mi�iga�ion. i��i
i-�rebligAt ere oeedcd.
�how�ing pe�r tree IW
ltIPACTS/W�-
\o impacLs are expe�4d for �hi, vice a, ihc ucc �>
i�.r (rom �he proposed work. TnY prut ruor.
. n_ mg u racommendcd to stop conuacton in�m.
.� �nnc hcaw cquipment underneath �hc ircc
_!-.:di may canpacl ihe sod. Frnc�ng at thc
.��.i.hncurecommended ThefuiluWingvec
i�.,icnion plun will hclp to rcducc puicniial
.-np:i.i. tn the rccuned trro. un ,vc
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_ -., _ :� : Sre Details
Showfng trce pomber lacatlom
RELATED CODE REQUIREMENTS (EGRESS)
1 EGRESS WINDO'NS SHALL HAVE A MIN NET CLEAR OPERABIF qRFq ^F 5'
SOUAREFEET
i THE MINIMUM NET CLEAR WIDTH DIMENSION SMALL BE 20"
3 THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHAIL BE 24"
RELATED CODE REQUIREMENTS: (BATHS) (CONT.):
PLUM&NG
� SHON£R MVST BE PROVIDED W/ TEMPERATURE CONTRp� (ANIT.9GU.0) TVPE
v4VE TOILETS MUST MAVE A MIN CLEAR SPACE Of 3P NADE, S If CLEAR
SPACE IN FROM IF NEW. TpLETS MUST BE WATER CONSERVING 1 28 GAL.LON
SHOWER DOORS SHPLL OPEN OUNJMD AND SMALL BE A MIN IT WDE, THE
SHOWERHEAD CANNOT qSCHARGE DIRECTLY AT ENTRANCE. ALL SMON£R
COMPqRTMEM3. REGAROlESS OF SFWPE,
MUST 9E CAP�BLE OF ENCOMPA3SING A 30' CIRCLE JO&FORMED SHONER PAN
LINER MUST SLOPE �' PER FOOT TO VJEEP F101.ES IN DRHN. ANO BE INSPECTED
UNDER TEST PRIOR TO COVERING
RELATED CODE REQUIREMENTS: (BATHS) (CONT.�:
5uiLDING
SHOWER WALL SNALL 8E FINISNED TO A HEIGM 7T' �BOVE THE DRPJN WLET
N��iH MA7ERIAL T4AT IS NOT AFFECTED Bv MOISTURE GREEN BD CANNOT
nE uSE� AS A BACKER FOR MASTIC TILE WI-IERE I7 WILL BE EXPOSED TO
SPIASNING WATER AND IS NOT ALLOWED ON CEILINGS
CEMENT BOARD NnTM A MOISTURE BMRIER AND CORROSION-RESISTANT
FASTENERS IS AN APPROPRIATE BACKING MATERUL IN WET LOC4TION5 MIN
CE�UNG HEIGM FOR QL BATHROOMS IS 7'�7' SAFE?v GLAZING IS
REOUIRED FOR WINDOVJS �N TUB OR SHOVYER LOCATIONS WHERE THE
BOTTOM EDGE OF GLASS IS LESS 7HAN 5'-0" ABOVE THE DRAIN A3 PART OF
REMODEL SMOKE DETECTORS WILL BE REQUIRED IN ALL BEDROOMS,
ADJOINING HALL. AND AT EACH LEVEL PER THE BUIIDtNG CODE
RELATED CODE REQUIREMENTS: (BATHS)(CONT.)
ELECTR�CAL
- iT IS REOUIRED TO HAVE AT IEAST ONE RECEPTACIE WITHIN 3-FEET OF TME
OUTSIDE EDGE OF EACH BASIN, THIS RECEPTACLE AND M!Y 0T1ERS
LOCA7ED WITHIN TME BA7HROOM MUST BE GFCI PROTECTED
- A SEPARATE 20J.MP CIRCUIT IS REOUIRED TO SUPPLv BA711ROOM WTLETS
ONLV. OR A SINGLE BATHROOM
- UGHTING WILL BE RE�UIRED i0 BE HIGM EFFICACv OR COMROLLED 8V A
MANUAL ON OCCUPANT
SENSOR SWITCH (TVPICALLV NIGH EFFICACY LIGHT FU(TURES ME PIN BASE
FWORESCENT WITH ELECTRONIC BALLA57
MECMANICAL
� A FAN CONNECTEO TO THE WTSI� CAN BE PROV�DED. FAN E%HAUST
SMOULD BE 3-FEET FROM BUILDING OPENINGS ANO PROPERTY UNES
BE iNSPECTED LN�ER 7EST PRIOR TO COVERING
GENERALNOTES:
1 PROVIDE 30" MiN CLEAR WIDTH, 15' ON BO7H SIDES FROM CEN7ERLINE OF
W C � AND 24` CLEPRANCE IN FRONT OF THE W C PER CPC 102 5
2 PROVIDE MIN SHOWER MEA • 1024 SO INCHES. CAPABLE OF
ENCOMPASSiNG A 3Q' CNiCLE. SEE PLANS PER CPC 40B e
J 7EMPERED GLAZING, TVP AT RLL DOORS AND REOUIRE� BV CADE
4 PROV�DE DEViCES 70 ABSORB HIGH PRESSURES RE6ULTING FROM THE
WASHER 6 DISN\VASMER, ETC . PER CPC
5 PLUMBING FI%TURES �WAiER CIOSETS AND URINA�SI�LL COMoIV WITM
FOLLOWING �7 ITHE EFFECTIVE FLUSN VOLUME OF ALL WATER CLOSETS WILL
NOT EXCEED 1 28 GAUFLUSH (2 ) THE EFFEC7IVE FLSUH VOLUME OF URINALS
V�nu NOT EXCEED S GAUFLUSH 2O76 CGC 4 303 1 7 (E1 GAS
6 E%MAUST VENT FOR DRVER SHALL TERMINATE TO TME OUTSIDE OF TME
BUi�DiNG AND SMALL BE EOUIPPED WITM A DRAF7 DAMPER AND SMALL BE
RIGID MET�L DUCT WITN SMOO7M IN7ERIOR SURFACES PER CMC $ECT. 50/
i VERIFV ALL FINISH F�OOR CALL-OU7S W/ OWNERS, TVP
B SUB- PlWEL ELECT . VERIFY LOCATION
9 nLL SHOWER HEADS TO HAVE 2.0 GPM FLOW MA% PER CPC SECT 408 2
� 0 ALL SHOWER WALLS TO BE WATERPROOF T0 77 ABOVE DRPJN INLET,
W 4LL F W ISHES'O BE OF SMOOTH HARD NONABSORBENT SURFACE. PER CRC
R30?210EMENTBASEDI
1 i iNl GAS WATER HEATER LOCATED IN ATTIC V I F
12 ALL LAVATOFV FAUCETS TO HAVE 1.2 GPM. PND KITCHEN FAUCETS TO
HAVE 1 8 GPM F�OW MAX PER CPC SECT <03 7, 6 A03 8
13 WATER FIAMMER ARRESTORS AT ALL APPLIANCES TNA7 HA�
OUICK-ACTING VALVES p E) DISHWASHERS NOT WATER LWE AhD 7HE
NOiICO�D LINES OF THE CLOTHES WASHER� 2018 CPC 609 10
1a CONTROL VALVE FOR SHOWER OR TU85MOWER SHALL BE OF THE
PRESSURE BALANCE OR 7HERMOSTATIC MIXING VALVE TYPE, GER CPC 4i0 0
15 TMRESHOID FOR IN-SWING DOORS SHALL BE 7 75' MAX AND T' MAX. FOR
OUTSWING DOORS
16 �EI GAS METER LOCATION, PG6E. TVPICAL 38" FROM OPERABIE WINDOWS.
�7 IEI ELECTRICAL METER LOCATION
18 MA% DROP FROM TOP OF THRESNOLD TO THE E%T UNDING AT ALL
SUDING AND INSWINGWG DOORS SHALL BE LIMITEO 70 775", AND NOT MORE
THpN � 5' LOWER TNAN THRESHOID FOR OU7SWING DRS. PER R116 CRC
R3>> 3
�9 ; N; STAIRS TO HAVE MA% RISER HEIGHT OF 7 75' M1D A MM TREAD DEPTM
OF t0" PER CRC R311 7�
20 A CAPILLARY 9REAK WILL BE INSTALLED �F A SLAB ON GRADE FOUNDA710N
SVSTEM IS USED THE U6E OF � f' THICK BASE OF 1?' OR LARGER CLEAN
AGGREGA7E UNDER A B MIL VAPOR RETARDER WITM ,lO1NT UlPAEO NOT LE&&
iHAN 6' WILL BE PROVIDED UNLESS AND ENGINEERED DESIGN �IAS BEEN
SUBMITTED IWD APPROVED B� THE BUILDiNG DIVISION 20i6 C3C §� 506 Y
AND CALIFORNI4 RESIDENTIAL CODE ICRC� §R508 2 3
21 BUiLD�NG MATERIALS WITH VIS�BLE SIGNS OF WATER DAMAGE WILL NOT
BE INSTALLED WALL ANO FLOOR FRAMING WILL NOT BE ENCIOSED NMEN
THE FRAMING MEMBERS EXCEED �9% MOISTURE CONTEM MCISTURE
COMENT WILL 3E VERIFIED PRIOR 70 FINISH MATERIAL BEING �PPLIED 2078
CGC ¢I.505 3
71 THE FITTING6 FOR FAUCETS AND SHOWERHEADS WILL HAVE ALL
REOUIRED STANOAR0.S LISTED ON TME PLANS. 1 5 GPM FOR FAJCETS AND 2.0
GPM FOR SFIOWERS. 2018 CGC §4 303 1 3 AND 2016 C6C §4 303 1�
23 IWV GAS FIREPLACE WILL BE DIRECT-VEN7 SEALEDLOAABUSTIBLE NPE
20t8 CGC §4 SOJ t
2< NEW MANDATORV U-FACTOR (0 58) FOii FENESTRATION ANO 6KVLIGHTS
§150 OB
25 WALLS N/I7M 2X6 AND LARGER FRAM�NG REOUIRE R-19
INSULATION§75J 0(Cu
26 ANv WOOD S70VE OR PELLET S70VE WILL COMPLV WITH US EPA PHASE II
EMISSION LIMITS 2016 CGC §4 503 1
27 PW MBING CONTRACTOR WILL PROVIDE THE CiTV BUILDING INSPEGTOR A
SINGLE LINE DRAWING OF THE EXISTING ANO NEW GAS LMES AND INDICATE
TNE D�STANCE FROM TNE METER TO EACN G0.S FIREO APLIANCE PRIOR TO
INSTALLATION INCLUDE THE SIZE OF TME GAS PIPE TO EACN A?PLIANCE AND
BTU RATING OF EACH APPLIANCE GAS PIP SIZING NALL BE SIZEO PER TPBLE
R16 21� 1 W TNE 2016 CPC NOTE PNV INSTALLATION OP NEW G4S PIPING
PRIOR TO PLAh CHECK APPROVAL IS AT TME RISK OF THE CONTRACTORS
RISK
?e MOT WA7ER PtPING INSUUTION §750 0 UIZ A il
29 uGHTING - NEW MANDATORv RE�UIREMENT3 FOR INOOOR ROOMS §150D
INi
30 RADIAN7 BARRIER NOW REOUIRED IN CLIMATE ZONE 3§150 O IC) 2
31 REDUCE UFACTOR (0 3Y) AND SHGC (0 251 FOR HIGFI PERFORMANCE
WINDOW$
§150 7 (C13 A
32 FDHESIVES. SEALANTS AND CAULKS UBED ON THE PRQIECT SHPLL
FOLLOW LOCAL AND REGIONAL AIR POLLUTION OR AIR �UALITY
MANAGEMEN7 DISTRIC7 STANDARDS ZO78 §4.56/21
73 ANNULrR SPACES AROUND PIPES. ELECiRIC CABLES. CONWITS OR
OTHER OPENINGS IN SOI.E/BOTTOM PlATES AT EXTERIOR WALL WILL BE
RODEN7-PROCFED B� CLOSING SUCH OPENINGS WfTM CEMENT MORTAFi,
LONCRE7E. MASONRV OR SIMILAR METF100 ACCEPTABLE 70 THE ENFORCttJG
AGENCv 2016CGC §44081
3a ROOF EAVES SHALL NOT PR0.IECT WITHIN 7' OF TME PROPERTV LINE
WHERE SETBACK IS 4' PER 2018 CRC § TABLE R302 1(t � OR 2018 CBC TABLE
7p5 2 ALL ROOF PROJECTIONS NMICH PROJECT BEYOND TME �OINT NMERE
FIRE- RESISTIVE CONSTRUCTION WOULD BE REOUIRED WILL BE
CONSiRUCTED OF ONE-MOUR FIRE-RESISTANCE- RATED CANSTRUCTION PER
KJtB CRC § R7f12 1(t) OR 2016 CBC; 705 7
35 EXTERIOR BEARMG WALLS LESS 7HAN S FROM TNE PROPER7V LINE WILI
BE BUILT OF OVE-HOUR FIRE-RATEO CONSTRUCTION 2016 CRC TABLE R302 t
t� I§ OR 2076 CBC. 7ABLE fi02
l5 50407 REGUIRES NON-COMPLIANT PLi �MB�NG F�x'�„iRES TO BE REP�4CFD
Bv WATER�CONSERVIIJG PLUMBiNG Fix-�_��RES W�.F^. o PRCPE�'� 'E
UNDERGOING4LTERATIONSOR iMPROVEME'.'S
C
T
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INSULATION: (See Title-24 For Min.) WHOLE BUILDING EXHAUST
WMO�E BUi�OiNG VENTi�AtiON RAi� S�MMMv
1 ALL EXTERIOR 2X6 WALLS R-21 BATT INSULATION NOTE Er+rEr+TnE aEouiRED FnN FLOW RnrE �CFMi
2 ALL EXTERIOR 2X1 WALLS. R-15 BATT INSULATION WHERE THE PROPERN LINE IS LESS TMAN 10 FEET COXTINUdJS FAN FLOW (CFM) = BB LFM
3 ALL CEILINGS TO RECEIVE R-32 MIN. INSULATION, FROM THE EXIT TERMINAL OF ANV NEVYIY INSTALLEO
BLOWN IN PREFERRED. OR REPLACEMENT HIGH EFFICACY MECHANICAL U6E TME FAN F�pNpATE FIIOM TRIS SUNMARv FOR
1 ALL UNDER FLOOR TO RECEIVE R-19 BATT EQUIPMENT THE PIPE SIZE OF THE FINAL 10 FEET OF =ElE�TwN O� TME LOCK VENTMTION FAN lWD FOR •r+E
INSULATION ANY TERMINAL MUST BE INCREASED TO THREE �xT OESION FpR TME LOCQ VENTIIATON SvSTEM f ROM
1ABLE ] 1
5. ALL BATMROOMS, L4UNDRV ROOMS, TO RECEIVE INCHES OR AS AN ALTERNATIVE, MANUFACTURER FLE%DUCT (S dA)
SOUND BATT, INSULATION, TYPICAL. -APPROVED BAFFLES MUST BE INSTALLED. ouc. size 1�+ i•
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1�1
SOLAR CONDUIT NOTE:
PROVIDE A PIPE FOR SOLAR CONDUIT FOR FUTURE USE.
�'SOLAR PANEL AREA TO BE NO LESS THEN 150 S�.FT.
ATTIC FURNACE NOTES:
1. PROVIDE THE FOILOWING FOR ATTIC FURNACES (CMC
SECTION 90�.04)
A. PASSAGEWAV TO EQUIPMENT LESS THAN 6'-0' IN MEIGHT
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. UNABSTRUCTED PASSAGEWAY Wl A SOILD FLOORING AT
LEAST 24' WIDE THROUGH-OUT ITS LENGTH. SECTION 904.10.2
C. A 30'x30' LEVEL WORKING PLATFORM IN FRONT OF THE
SERVICE SIDE OF THE APPLIANCE. SECTION 904.10.3
D. A PERMANENT 120V RECEPTACLE OUTLET AND LIGHTING
FIXTURE NEAR THE APPLIANCE. SECTION 804.10.4.
E. UPRIGHT FURNACES MAYBE INSTALLED IN ATTIC OR
CRAWLSPACE MORE THAN 5'-0' IN HEIGHT, PROVIDED THAT
RE�UIRED LISTINGS, DUCT AND fURNACE CLEARANCES ARE
08SERVED. SECTION 904.10.5
F. CLARIFV THE LOCATION OF THE FURANCE ON PLANS BV
DASHED LINE OR OTHER SYMBOL.
HOUSE VENTILATION CALC:
80 FT. OF (N) ROOF: 2.075 80. Ff
I(N) i.03N160 • 1J 8 50 Ff OF VENTIIATION M/EW ROOF
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TABLER30211�1� LIGH157VP
20i6 CBC TABLE 7062 h (E)FENCE
b -IE�BRICK (PROTECT� �
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PATIO TO BE
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A vi5ii GR�CECONSTRUC*�Orv.CO/A �OR iHE .MOSi CURRENi DEi�ilS. iN5�4L�ti0�+ ��DEC ��fiJ >RODU:' D�in SnEE*5
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(N) MUD (N) TILE TBS TBS PAINT (TBS) TBS 3 CARPET Sv57EM MSTALLED IN TME BUILDING IMERtOR WILL MEET TME TESTING �� 103 101 105 106 H07 tOB 109 1 W __
AND PRODUCT REOUIREMEN75 FOUND IN 7HE 2018 CAL60RNIA GREEN BUIIDING � "" ""� '� �"� ' '� "" � � � '
E KITCHEN N WOOD TBS TBS PAINT BS) TBS '" "" � " '" � 2os
(N) FAMILY N) WOOD � � cooE 2o�s ccc gr sa a =� 2^4,
i TBS TBS PAINT BS TBS 1 NMERE RESILIENT FLOORING IS INSTALLED, A7 LEAST BO%OF THE FLOOR AREA ' I
(N) LAUNDRY N TIIE TBS TBS PAINT (TBS) TBS RECEIVING RESILIEN7 FLOORING WILL COMPLV WITH THE CALIFpRNIA GREEN
BWIDING CODE RE�UIREMENTS 2018 CGC ¢1 SW <
N) BED 2 N WOOD TBS TBS PAINT (TBS) TBS 5 NARWJOOD PLVWOOD. PMTICLEBOMD AND MEDIUM DENSITV FIBERBOARD T-3" 2'-0 5'-0 �-0" 5'-0" S-0 t'-8"
COMVO517E VYOOD PRODUCTS USED ON THE INTERIOR M!D EX7ERIOR OF THE
.(N) BATH 2 N TILE TBS T8S PAINT (TBS) TBS BUILDING WILL GOMPLv WI7H TME LOW FORMALDEMVDE EMISSION STANDARDS - I
�(N BED 3 N WOOD TBS TBS PAINT (TBS) TBS 2016 CGC §�I SW 5 � � , � q
8 AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODLICT-WEIGMTED MIR . r" I
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p (N) DISPOSAL T.B.D. T.B.D. T.B.D. T.B.D.
(N) MICROWAVE T.B.D. T.B.D. T.B.D. T.B.D.
(N) WC WINE COOLER T.B.D. T.B.D T.B.D. T.B.D.
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TECHNICAL SPECS. SEE UL U305.
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TYPICAL STUCCO FINISH, MATCH HOUSE
APA RATED SNEATHING E%POSURE 1
j" PLYWOOD OR O68
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