DIR-2014-41b CITY OF CUPERTINO
10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308
To: Mayor and City Council Members
Chairperson and Planning Commissioners
From: Gary Chao, Assistant Director of Community Development��
Prepared by: Ellen Yau, Planning Division
Date: January 29, 2015
Subject: Director's Minor Modification, DIR-2014-41, to allow a 42 square foot basement addition to
an existing Senior Independent Living unit, at 23100 Via Esplendor, Unit#43.
Chapter 19.164 of the Cupertino Municipal Code allows for administrative approval of
minor changes in a project. The Director reports his decision to the City Council and
Planning Commission in time to allow an appeal of the decision within fourteen
calendar da s.
BACKGROUND
The applicant, Bruce Bolinger of Bolinger Design Services, representing the property owner, Peter
Nelson, is requesting to construct a 42-square foot bathroom in an existing crawl space area of a senior
independent living unit within The Forum development.
DISCUSSION
'The basement level addition will be constructed within existing exterior walls,will not affect the
architectural design of the apartment villa, and will not result in adverse visual impacts to surrounding
units. Furthermore, the applicant received approval from The Forum's architectural review committee
for their request to install the proposed bathroom, as per plan set.
ACTION
The Director of Community Development deems the modification minor and approves the project with
the following conditions of approval:
1. APPROVED EXHIBITS
Approval is based on exhibits titled "Residential Improvement Plans for Peter Nelson" prepared by
Bolinger Design Services, consisting of fourteen (14) sheets labeled T1.0, G1.1-1.4, A1.1-1.3, A3.1,
S1.1, S2.1-2.2, and E1.1-1.2, and an approval letter from The Forum at Rancho San Antonio, except
as may be amended by the conditions contained in this resolution.
2. PREVIOUS CONDITIONS OF APPROVAL
The following previous conditions of approval for the project site shall remain in effect:
U-1985-32 and DIR-2001-33
DIR-2014-40
23100 Via Esplendor,Unit#43 Page 2
• All conditions
3. CONSULTATION WITH OTHER DEPARTMENTS
The applicant is responsible to consult with other departments and/or agencies with regard to
the proposed project for additional conditions and requirements. Any misrepresentation of any
submitted data may invalidate an approval by the Community Development Department.
4. INDEMNIFICATION
To the extent permitted by law, the applicant shall indemnify and hold harmless the City, its City
Council, its officers, employees and agents (the "indemnified parties") from and against any claim,
action, or proceeding brought by a third party against the indemnified parties and the applicant to
attack, set aside, or void this Resolution or any permit or approval authorized hereby for the
project, including (without limitation) reimbursing the City its actual attorneys' fees and costs
incurred in defense of the litigation. The applicant and City shall use best efforts to select mutually
agreeable legal counsel to defend such action, and the applicant shall pay all compensation for such
legal counsel, following the applicant's receipt of invoices from City, together with reasonable
supporting documentation. Such compensation shall include reasonable compensation paid to
counsel not otherwise employed as City staff and shall include City Attorney time and overhead
costs and other City staff overhead costs and any costs directly related to the litigation reasonably
incurred by City. If the applicant and the City cannot in good faith agree on joint counsel, the City
shall have the right to retain counsel of its own choosing, separate from the applicant's litigation
counsel..
5. NOTICE OF FEES DEDICATIONS RESERVATIONS OR OTHER EXACTIONS
The Conditions of Project Approval set forth herein may include certain fees, dedication
requirements, reservation requirements, and other exactions. Pursuant to Government Code
Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such
fees, and a description of the dedications, reservations, and other exactions. You are hereby further
notified that the 90-day approval period in which you may protest these fees, dedications,
reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If
you fail to file a protest within this 90-day period complying with all of the requirements of Section
66020, you will be legally barred from later challenging such exactions.
This approval of the modification is effective January 29, 2015. The fourteen calendar day appeal
period will expire on February 12, 2014.
Enclosure:
Plan set
Approval letter
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PROJEGT INFORMAtION�
AGGESSORS PARGEL NUMSER(APNi�342-95-028
TRAGT NO.�N/A LOt NO.�N/A
ZONING�P-INSTUTIONAL LOt AREA�N!A
OGGUPANGY�R3�U NO.OF STORIES�I
TYPE OF GONSTRUGTION�VB BPRINKLERS� 1'E9
SETBAGKS�
FRONT N/A
' REAR N/A
LEFT 91DE N/A
RIGHT SIDE N/A
FLOOR AREA�
<E)19T FLOOR 1,501.31 S/F
(E)BASEMHNT 2i 1.5�4 S/F
(S)GARACsE 303.38 9!F
TOTAL E)d871NCs� y,028.43 8/F
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tOTAL PROP09ED� 42.22 S/F
TOTAL BASSt'1EN7 AREA� 241.'I6 8/F
NEU1 T07AL BUILDING AREA�2,6�0.45 5/F
I.GAL.IFORNA ADFANSTRATIVE GODE,1913 EDITION,GEWFORNA CODE
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3.CAUFORWA RE9IDENTIAL CODE,]013 EDITION,CAIJFORNIA GODE OF
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4.GAL.IFORtJA ELECTRIGAL GODE,Y613 EpTION,GALJFORWA GODE OF
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1.THI9 SHEET IS PART OF A 9ET AND IS NOT
INTENDED 70 BE USED ALONE..
2.T4�118 S�IEET IS NOT 70 BE LISED FOR
CONSTRUGtION UNLESS tHE DE9IGNET2�S/
9tRUCtURAL ENGIh1EER�9 9TAMP AND
31GNATURB APPEAR ON THE DRAIUINGS
AND THE 6TATU9 BOX INDICA7E8 DRAUJINGS
HAYE BEEN RELEASED FOR CONSTRUGTION.
3.TI-IESE PLAN9 AND PR�NT9 THER80F,AS
IN3tRUMENtS OF gERVIGE,ARE OWNED B7
SOUNCsER DE91CsN SERvIGES AND ARE FOR
U3E ON THIS PROJSGT ONLY.
REPRODUGTIONS AND/OR DISTRIBUTION
IUITHOUT PRIOR CON9ENt FROM BOUNGER
DESIGN SERVIGES IS FORBIDDEN.
4.GOPI'RICsHT BOUNGER DESIGN SEFtYiCES,
1982-201d.
REVI510N I-IISTORY�
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ARGI-{ItEGTUAL NOTES�
1.7HI8 PLAN SHALL COMPLY WITH THE EkIStING GTY OF XXXXXXXX
RE5IDENTIAL BURGLARY SECURITT REQLRREMENt9 PER NMG.�-1136
IA.DWEWNG NUMBER9 9HALL 8E LOCATED IN A VI3IBLS LOGATION NEAR THE
GARAGE DO�R. ALL ADDRESS NUMBERS SHALL 8E INTERNALLY UGNTED AND
SHALL BE A MINIMUM OF tHREE INGHES�3")IN HEIGHT. TI-IE NUMBERB SHALL BE
BLACK IN GOLOR WITH THE BAGKGROUND BEING ILLUMINAtED IN WHITE.
Z. EMERIOR DOORS AND DOORS BETWEBN GARAGE AND DGIEWNG 3NALL
COMPLY IUITI-I DEAD LOGKING LATCH DEVICE WITH A MIIJIMUM THROW OF ONE-I-IALF
INGH(i/2")AND A DEADBOLT LOGK U11TH A GYUNDER GUARD OF HARDENED STEE�
INSERT AND A MIIJIMUM TI-IROW OF ONE INGI-!(I").
3. EXTERIOR DOORS SHALL BE ONE AND THREH-QUARTERS INGH U 3/d") INGN
THIGIG, SOLID CORE OR WITH t�INE-SIMEENTH INCH (9116") THIGK 90L1D WOOD
PANELS.
4.DOORS 6ETWEEN GARACsE AND DWEWNG SHALL BE SELF-GL031NG 901JD COR�.
5.IN-StUING DOORS SHALL HAvE RABBETED JAMBS.
b.FRONT ENtRY DOORS 81-tALL BE PROVIDED WItH A DOOR vIEW PORT HAVING A
fIELD OF VIEW NOT LESS tHAN 180 DEGREES.
'1. LJGNT PANELS IN EMERIOR DOORS OR WITHIN THIRTY-91X INCHES (36")OF 7HE
AGT�VATING DEVIGE 81-IALL BE OF LAMINATED 9EGURITY GLA99 IUF�NGH IS A MINIMUM
ONE-QUARTHR INGH Cl/4") IN THIGKNESB WITH (0.66") vINYL INTERLAYED OR
ONE-C2UARtER INGH (il4") POLYCARBONAtE SECURITY SH�ETS OR THEIR
EQUIVALENT.
8.SAFETY GLA�NG IN HAZARDOUS LOGATIONS PER CRC,R3e8.4,2613 EDITION�
tl-IE fOLLOWING BHALL BE GON°vIDERED SPECIFIG HAZARDOlJ8 LOGATIONS FOR THE
PURPOSES OF GLA�NG�
I.GLAZING IN ALL FIXED AND OPERABLE PANELS OF SUJINGING,SUDING AND
BI-FOLD DOORS.
EXCEPTIONB�
I.GLAZING OPENINGS OF A 51ZE THROUGI-1 WHIGI-I A 3 INCH DIAM6tER
(�bMM)SPHERE IS UNABLE TO PA55.
2.DECORAtIVE GL47JNCs.
1.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A
DOOR UJHERE THE NEAREST VERTIGAL EDCsE 19 WITHIN A 44 INGH C6I0MM)ARG
OF THE DOOR IN A GLOSED P091TION ANS lUl-IOSE 60tTOM EDGE IS LESS tl-IAN
60 INGHES G524MM)ABOVE tNE FLOOR OR UTALKING 9URFAGE.
EXGEPTIONQV'�
i.DEGORATIVE CsLAZINfs.
2.WHEN tHHRE tS AN INTERvEIJINCx WALL OR OTNER PERMAENT BARRIER
BETWEEN THE DOOR AND THH GLA�NCs.
3.CsL4�NG IN WALL9 ON THE LATCH SIDE OF A PERPENDIGUL4R TO TNE
PL4N�OF TI-!E DOOR IN A CLOSED P091TION.
4.GLA�NCs ADJAGENT TO A DOOR WHERE AGGESS TI-lROUGH THE DOOR
IS t0 GLOSE OR STORACsE AREA 3 FF�T i914MT1)OR l.EvS IN DEPTH.
5.GLAZINCs THAT f8 ADJAGSNT TO THE FIXED PANEL OF PATIO DOORS.
3.GL4ZING IN AN INDIVIDUAL FIXED OR OPERA�LE PANEL THAT MSETS ALL OF
7H�FOLLOUHNG GONDITION9�
3.1 THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARCsER THAN 9
SQUARE FEET C0.836MC2)k AND
3.2 THE BOTTOM EDCsE OF 7HE GLAZING IS LESS tHAN I S INGI-{ES
(451MM)ABOVE T4-IE FLOOR%AND
3.3 THE TOP EDGE OF THE GLL►�NG 19 MORE THAN 36 INGHES C914MM)
ABOYE THE FLOOR%AND
3.4 ONE OR MORE WALfGING SIJRFAGEB ARS WINtF�NN 36 INCHES(914M1�,
MEA5URED HORZONTALLI'AND IN A 97RAIGHT UNE,OF tHE GLADNG.
d.ALL GLAIINCs IN RAIIS REGARDLESS OF ARSA OR H�EICsI-IT ABOVE A
WALKING SURFAGE. INGLUDED ARE StRUGTURAL BA1.U5TER PANBLS AND
NONSTRUGTURAL INPILL PANELS.
5.CsLAIJNG IN ENGL03URE9 FOR OR WALLS FAGNG HOT TUBS,Ull-HRLPOOI.,.S,
SAUNA9,STREAM RDOMS,BATHTUBS AND SHOWERS WNERE TNE BOt70M
EXP09ED EDGE OF tNE GLAZING IS LESS THAN b0 INCHES Q52dMM)h1EASURED
vERTIGALLY ABOVE ANY STANDING OR WALKING SURFACE..
9.EhtERCsENCI'ESGAPE tU1NDOUJS FOR SLEEPING ROOMS,CRG,R319,2013 ED�TION�
A.MAkIMUM NEt CLEAR OPERABLE AREA�FIVE POINT SEvEN (5.�)SQ.FEST.
B.MINIMUM NET G.SAR OPERABLE WIDTH�TWENTY INCt-fFS (Z6"i
C.MIP6MUM NET GLEAR OPERABLE HEICsI-It�tIUENtY-FOUR INCHES i24").
D.MAk{MI1M 91LL HEIGHT ABOVE FLOOR�FORTY-FOUR INGHE9 (44"i
12. OPEN GUARDRAILa SHALL I-IAvE INTERMEDIATE RAILS OR AN ORNAMENTAL
PATrERN SUGH TNAT 9PHERE FOUi2 INCHES i4") IN DIAMHTER GANNOT PA88
TNROUCsH TI-IE RAIUNG. 9AID fsUARDRAIL3 SHALL NOt BE LES9 THAN FORTI'-TWO
INGI-IES(42")IN HEIGNT.
13.PROVIDE FIRESTOPPINCs BE?IUEEN STAIR STRINGER9,AT tOP AND B0770M AND
HETW£EN STUDS ALONG AND IN UNE UJITN RUN OF STAIRS ADJOIWNG STUD WALL
AND PARTITION.
14. U5E "DUROGiG" B7 LI.S. GYPSUM OR "WONDERBOARD" B7 MODULAR ING. FOR
ALL BATHRDOM WALLS AND GpLlNGB.
15. UJALLS�A CI-IA8�MUST BE INSULATED WITH MIWMUM R-13 INSULATION. L008E
INSULAtiON SHALL NOT BE STUFFED INTO A GI-4A8E AREA OR ALLOUI BATTING TO
SACs ONTO THE TOP OR SIDE WALL O'F THE FIREBOX.
D I���i1�f-i�-�
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STRUCTURAL NOtES�
NO BtRUGTURAL ELEMENT9,FOW�DATION,GOLLECTOR
F0071NG9,FLOOR DEAMB,WALL$,CEILINGB OR ROOF
FRAf�9NG HA9 BEEN ALTERED POR tF�iB DE91GN.
33=4a7`
ib.GENERAL 1U00D FRAMING�
WOOD FRAMING tHROUGHOUT THE BUILDINCs SHALL BE GONS7RUGTED IN
AGCORDANGE WITH GBG, 2013 SDITION AND tH8 STANDARD PRAGTIGE9
REGOMMENDED SY THE AMERIGAN INSTITUTE OF TIMBER GONSTRUCTION AND
WGLA GRADfNG. FOR N.4ILING SEE GBG,2et 0,CHAPTER 23, 9EGTION 2364.9.1.
BOLTS IN WOOD FRAMINCs SHALL BE STANDARD MAGHINE BOLTS WITH QvQUARB ,
2X2X3/16 UJASHERS,EXCEPT 51LL PL4TES SHALL BE 3X3X1/4 WASHERS.
il.UNLESS OTHERWiSE NO?ED ON THE DRAUJINGS AND SPECIFIGATIONS FRAMING
MEMBERS SI-!ALL HAVE THE FOLLOWING CsRADE�
A.ALL BEAMB,GOLUMNS,POSt AND GANTIL£vERED JdST AT BALGOI�ES�
B.fRAMING�JOISTS,ST�DS PLATESNRAFTERS� N�� ��S�1 1�N ! ��OO i� 1 ��N W I 1 �I N�� �� 1 �
DOUCsLAS FIR,Gf2ADE MARK-NO.T. °�GALE Ild"=I�-B"
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BUILDING INSPEGTORS
PLAN EXAMINERS icc
PL4NNERS
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I.THI5 SHEET 19 PART OF A SET AND IS NOT
INTENDED TO BE U9ED ALONE..
2.THIS SHEET IS NOT TO BE U9ED FOR
CONSTRUG710N UNLESS 7HE DESIGNER"S/
STRUCTURAL ENGINEER"S 9TAMP AND
�vfGNATURE APPEAR ON tHE DRAUIINGS
AND THE STATUS BOX INDICAtES DRAUJINCsB
HAYE BEEN RELEASED FOR CONSTRUCTION.
3.TI-lSBE PLANS AND PRITJTB THEREOF,AS
IN9tRUMENTB OF SERvIGE,ARE OWNED H7
BOUNCsER DE91GN 9fiRVICES AND ARE FOR
USE ON TI-118 Pi20JEGT ONL7.
REPRODUC710N8 ANDIOR DISTRIBUtiON
WITHOUT PRIOR CONSENT PROM BOUNGER
DESIGN SERYIGE9 IS FORBIDDEN.
4.GOPI'RIGHT BOUNCsPR DE91GN SERVIGEB,
1982-201 d.
REYISION I-+ISTORY�
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(F�2X4 FRAMED WALL�ib"O.G.
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NO 9TRUGTURAL ELEMENTS,FOUNDATION,COLLEGTOR
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FRAhlNG HA9 BEEN ALtERED FOR T4N9 DE91GN.
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2.TNIS SI-IEET IS NOT TO BE U3ED FOR
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3.TI-IESE PLANS AND PRINTS THEREOF,AS
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REPRODUCTIONS AND/OR DIStRIBUTION
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DE91GN SERvIGES IS PORBIDDEN.
d.GOPI'RIGHT BOUNGER DESIGN SERvICEB,
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SOILS � �OUNDAtION VENtIL4TION NOtES_
I.SOILS ENGINEER FOR THI9 PROJECT�
NAM�� N/A
ADDRESS�N/A
N!A
2.REPORT NO�N!A DATED�NIA
3.SITE GRADING,PLAGEMENT OF FILL AND FOOTING EXCAYATIONS SHALL
BE OBBERvED BY tH8 SOILS ENGINEER.
4. PF210R TO FINAL INSPEGTION, THE 901LS ENGINEER SI-IALL StAtE IN
UIRITINCs THAt THE GOMPLETED PAD,FOUNDATION,ROUGH GRADING AND
ASSOGATED 91TE WORK SUSSTANTIALLY GONFORMS 70 TNE APPROVED
PLANS,SPEGIFIGATION9 AND 301LS REPORT.
5.UNDER FLOOR GLEARANGE ACGESB AND vENTIL.ATION�
(GBG,2013 EDI710N2
A.CLEARANCE FOR UNTREATED WOOD,MIMMUM EIGHTEEN INGHES
G8")FOR FLOOR JOISTS AND TUJELVE INCHES<I2")FOR CsIRDERB.
B.ACGESSIBI.E UNDER-FLOOR AREA SHALL BE PROVtDED U11TH A
MINIMUM Q8"X2�i")OPEhtlNG.
G.UNDER-FLODR AiiEA SF+ALL BE vENtILA7ED BY OP�NGS OF A
NET AREA OF NOt LESS 7HAN t/150 OF THE UNDER-FLOOR AREA.
D.ALL VENTILAtED OPEMNNG9 St-IALL BE PROtECtED BY METAL
MESH Wltl-!Q/4")MAkIMUM OPEMINCs9.
E.PIPEB,DUGTS AND OTHER NON-STRUGTURAL GONSTRUGTION
9HALL NOT INTERFERE UJITI-{AGGE891B1U?Y TO OR WITHIN UNDER
FLOOR aR�a
6.FOUNDATION VENTILATION GALGULATIONS�
A.PROVIDE"SILvER V26"FOUNDATION VENTS OR AN APPROVED
EQUAL
GALGULATION AS FOLLOIU�
NO ADDITIONAL vENTING REG'�U1RED FOR tHIS PROJEGt.
�1°EIQIMETER FOOIING
�GONCRETE STEP9 AND
BTAIRWAT.
(FJ CONGRETE PERlMETETE FOOtiNG
FOR(F�PORCH AND LANDING.
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PLANNERS
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I.THI9 81-IHET IS PART OF A SET AND IS NOT
INTSh1DED t0 BE U9ED ALONE.. 'I
2.TNIS SHEET IS NOT TO HE USED FOR ,
GONSTRUGTION UNLE88 THE DESiGNER�S/
STRUGtURAL ENGINEER�S STAMP AND '
SIGNATURE APPEAR ON TI-IE DRAU11NG5
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HAVE BESN RELEASED FOR GONSTRUGTION.
3.TI-IESE PLANS AND PRINtB THHREOF,AS
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BOUNGER DE91GN SERvICHS AND ARE FOR
USE ON THIS PROJ�GT ONL7.
REPRODUCTIONS AND/OR DISTRISUTION
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DESiGN SERvIGES IS PORBIDDEN.
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HOT-DIPPED GALvA1�NZED,STAINLES9 9TEEL, PLATE Il4"X 3"X A. GENERAL� 6.ALL IUELDING SNALL BE GON7INUOUSLY�NSPEGTED BY AN INDEPENDENT
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SILJGON HRONZE,OR COPPER. CCBG)2304.9.5 3"w'�gH�� I. ALL IUORK 9HALL GONFORM TO GURRETIT GAUFORPtlA BUILDING GODES, �NBPEGTOR APPROVED B7 tl-IE SUILDINCs DEPARTMENT.
SIMP90N BP5/8-3 FSDERqL,9TATE AND LOGAL REQUiREMENT9,L4WS AND ORDINANCES.
� OR BPSb/8-3 WITH F. WOOD FRAME GONSTRUGTION�
StD ASHER 2. THE GONTRAGTOR SHALL VERIF7 AND BE RE9PONSIHLE FOR ALL I. GENERAL WOOD FRAMING� WOOF FRAME THROUGHOUT THE BUILDING
518"DIA X 12"LG. DIMENgIOWg AND CONDITIONB At TNE JOB 51TE AND BHALL NOtIF7 THE
; I ANGHOR BOLt, SHALL BE GONStRUGTED IN ACCORDANGE UJI7H GALIFORIJIA BUILDING
� 3 4'-8"O.C. 2X STUD UJALL ����'N��AN1r Dt°vGREPANCIEB 6ETWEEW AGtUAL GONDItION9 AND IUHAT GpDE (2013 EDITIOW AND TI-IE 87ANDARD PRAGTICES REGOMMENDED
a � MAXIMUM. �S 9HOVJN ON TNE DRAWINGB BEFORE PROGEEDING WITH THE IUORK gY AMSRIGAN MBTITUTE OF TIMBER GONSTRUG7fON AND IUCLA CaRADING.
� � 3X MUD PT DF C FOR NAIUNG 9EE 2304.9.1 BOLtB IN WOOD FRAMING SHALL BE
� a a 2-�5 RSBAR tOP 3.AN7 OMIS910N8 OR GONFUGTS BEfWEEN THE ARGHITEGTURAL,STRUGTURAL STANDARD MAGHINE 60LTS U11TH SQlIAf2E 2X1X3/ib" lUA9HERS AND
o gla"a,a x i�`� a 3/8 PLl'tU000 AND MEGHAWIGAL DRAWINGB 9HALL BE BROUGH7 TO THE ATTENTION OF THE
� raE�s P�e e�tP � a a �BOTTOM DE9IGNER OF REGORD BEFORE AN1'RELATED UJORfG IS S7ARtED. WHEREAS 91LL PLATES SHALL NAvE 3X3X1/4"WA81-IERS,
� 4 2. JOISt HANfsER AND MISGELLANEOU9 CONNEGTORS� MEMBER9 NOT
� a � <N)5"GONGRETE 9LAB END NAIL, d•°��DRAUNNGS REQUIRED BY THE SPEGIFIGA710NS 9HALL 8E SUBMI7TED �ESTING ON OR FRAMED OVER THEIR 9UPPORt SHALL BE SUPPORTED
AT(�CONGRETE tdSE 5/8"DII�,X 12"THRD.ROD IN W/�4 REBAR A 16"O.C. Tt?iGAL TO 7NE DE9IGNSR � RECORD PRIOR TO FABRICATION, AND ALLOIU BY�ANS OF"91MPSON STRONCs-TIE" JOIST HANGERS. HANGERS SHALL
3/4°DIA HOLE,�PDXY U1/SIMPSON 9ET-kla EPOkY a REA90NABLE 7�� FOR REVIPUJ AND APPROVAL BY THE STRUCTURAL
SAGH WA1'(Tl'PIGAU GOMPLY WItH AND 8E NAl1.ED IN AGGORDANGE WITH MANUFAC7URER�S
IGG ES,�2-2508�"EMBED OR 31MPSOt�71tON 1-ID 5/8" a (�CsRADE ��'�NE�'� IGG APPROYALS.
D�,11 X��1l2"LG.ICG-ES�ESR-i696 GONG.►GC-ES
ESR-1056 GMU. 5. tHP GONTRAGTOR SHALL BE RSSPONSISLE FOR THE SAFF7Y OF THE 3. WOOD PLATES� BEARING DIRECtLY UPON GONGRE7E SHALL BE
' wt a ' ' BUILDING DURING THE GONSTRUGTION. 7HE CONtRAGTOR 9HALL PROYIDE
SI� P4.f�1� OLTINC� �' aD PRE88URE TREA7ED DOUCsLAB FIR. CP.T.D.F.)
� ADEQUATE 9HORING, BRAGINCs AND GUYS IN ACGORDANGE WITI-I ALL
�„_�,_e„ ,_�,, c � i 'm NATIONAL, STATE AND LOGAL, SAFSTY ORDINANGE9. ANY DEVIATION9 MUST � U.O.N.,NOTES ON DRAW�NG9 OR IN BPSGFICATIONS,FRAMINCs MEMBERS
-��T a � , � - B£ APPROVED Bl' THE DESIGNSR OF RECORD AND THE BTRUCTURAL
SHALL I-lAvE THE FOLLOWING GRADING�
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ENGINEER.
'� AJ ALL BEAMS,GOWMNS,POStS AND GANTILEvER Ja19T8 A7
; , �- 6. MEGHANIGAL EQUIPMENt MUSt BE PIRMLY ATTACHED TO THE STRUGTURE. BALGOPllSS�
��-rr��it�'=' Z-�5 TOP�BOT. ALL MSGHAtJIGAL EQUIPMENt INTENDED TO BE SUPPORTED ON OR FROM TI-IE DOUGL49 FIR GRADE MARK-NO t.
i0 MIL VAPOR SARRIER �� B)FRAMINCs� J0187S,STUD9,PLA7E8,RAFTER�
MEMBRANE OVER 2" Qa S7RUCTURE, UNLESS IN�GATED WITHiN STRUGtIlRAL DRAWINCss, SNALL BE
4D OR 7 1/7`nK SAND OvER d"DRAIN SUBMITtED TO tHE DESICsNER OF REGORD FOR APPROVAL PRIOR TO ���FIR GRADE MARK-NO 2.
ROGK. INStALLAtION.
e�� _ ��_e� 8.PLYWOOD SHEATNING� SHALL BE DFPA GDX OR OSS OR EQUAL U.O.hI
� v�o ,- E7d8tING UNDt87URBSD �. ALL GoND171oNS NOT GLEARLY BNOIUN OR DEtAILED 9HALL BE OF 7HE �►d tHE DRAWINCsB. SOFtWOOD PL7WOOD USED STRUGTURALLY SHALL
�K �.O 1 EART1-{OR GOMPAGTED SAME Tl'PE AND GHARACTERS A9 TH09S 9HOWN FOR SIMILAR CONDItiONB. GONFORM TO PRODUGT 9tANDARDB PS 1-9b AND SHALL �EAR 7HE
�� % SOIL TO 9b%RELATIYE DFPA GRADE-tRADEMARK OF 7HE AMERICAN PLl'WOOD ASSOGIATION.
-- COMPAG71oN. B. FOLINDATION� RDOF BHEAtHiNCs SNALL BE 5!8 INCHES tHIGK (32/16), 5 PLl'. FLOOR
�,----�_=='� �� i. FOUNDATION DESIGN SHALL BE 6A9ED ON A SOILS REPORt BY UF SNEATHING 9HALL BS 3/d INGHEB THIGK(d8/24), 70NCsUE AND GROOVED
b APPUCABLF� PROJSCT NUMBER GF APPUGABLE�, 19SUED ON UF AND 9HALL BE CsLUED AND NAILED. UJALL SI-IEA7HING SI-{ALL BE A
TYP.BAR LAP9�OFFSET SAR DE7AIL i'YP�GAL 180❑BEND MINIMUM OF 3/8 INGNES THIGK,UN.O.
APPUCABL�. DE91GN GRI7ERIA GONVENTIONAL FOUNDATION SOIL BEARING
cev��TH t uP sPUCES GAPACITY 2008 P31 CONTINUOUS FOOTING STARING AT IS"BELOUJ GRADE. 6. FRAMING GONtRAGtOR SHALL PROTEGT NiS UJORiG FROM ANY
e�ag���6 �� , �, N�UJ �OUNDATI ON DETAi L �
"3 $ �� 16 ''� � 2. SLABS SHALL BE SUPPORTED ON UPllFORM SU� GRADE MATERIAL - DAMAGBS DUE TO WEATHER GONDItIONB AT THE TIME OF GONBTRUGTION.
�4 H 36 73 ���i I�7�-0�
. MalB?URE GONDItIONED. PROVIDE d"FREE DRAINAGE CsRAvEL BENEATH ALL� �LUED LAMINAtED BEAMS�
•b � bs ge � g�'�s I. GLUE-LAM 8EAM9 9HALL BE DOUGLAS FIR GOMBINATION 24F, V-4 OR
«, a ae be �=ao�r3 to%e
ra B u 9e D=aD wR+r5,a�e,rn 3. FOUNDATION EXGAVAtIONB SI-IALL 8E EXAMINED AND CSR7IFIED B7 A V"8, INDUSTRIAL APPEAf2ANGE AND 3NALL GONFORM TO VOLUNTAR7
+y e a ie�e i�as Tl'PICAL 6END n=16D FOR g14�ti18 GEOTECHNIGAL ENCsIhIEER PRIOR TO tHE PLAGEMENT OF q►dY PRODUGt STANDARD P956-83, STRUGTURAL GLUED L4MINATED TIMBER,
•�� e s� na 2X TRlMMER� U.N.O. (U9E TENSION LAMS AT TOP OF GANTILEVERED BEAMSi
REINFORCEMENt 9TESL OR CONGRETE. (APPLJGABLE UJITH SOILS REPORT
DOOR�UNNDOIU ONL7)
SHEAR PL7. OPEMNGS T'i'P. 2. ALL BEAMS SHALL BE STAMPED WITH IDSNtIFYINCs NUMBERS
W!EDGE G GONGRETE� AGGOMPANIED aY A GERTIFIGATE OF INSPEGTIDN BY AN APPROVED
NAILJNCs PER j �I-IDU5'A 2-2X �, ALL GONGRETE 9►-IALL HAVE A MIWMUM COMPFtES91vE STRENGTN OF 2580 �GBO tE9TING LABORA70R1' AND AITG, WHIGH SNALL BE SUBMITTED TO
�Ai� LAPS � O��S�TS CT1�P) 3GHEDULE �HDUB f�4X SEE P91 A 28 DAYS. THE ENGINEET2 PRIOR TO DE1JVERY.
� PLANB.
98TB24 A HDUS p GpNGRE7E 9HALL BE REGULAR WEIGHT HARD ROGK TYPE (156#/GF) 3. ALL SURFACE9 SHALL BE GIVEN ONE(I)FAGTOR7 GOAT OF M0187URE
I"7'-e" 897828 A HDUB °vEALER AND ALL ENDS 91-IALL BE SEALED AFtER GlJTTING, COATED WITH
(HOT DIP GALV.) ACsCaF2ECsAtE 9HALL CONFORM t0 ASTM C33,U.N.O.. ��g��R
IGG-ES E9R2611 3.GONGRETE SIaALL GONFORM TO ASTM GI50,Tl'PE Q i OR 2.
_ __� H. MASONRY�
AT(E�GONGRETE 4.PLAGEMENT OF GONCRETE SHALL BE IN GONFORMANGE WITH ACI 318. i• MA60NRY UPNTS 81�{ALL BE UGHTWflCsI-!T OPEN END UrUTS CONFORMING
I ST�1'1 WAW9LA6 TO AStM C-90,GRADE N-Il,WITH A MIt�MUM COMPRE891vE 9TRENGTH OF
g11'�'g��� � �� = a I U3E 5/8"DIA OR g, CONGRE'fE fil-{ALL BE MACHINE MIXED AND DEUVEF2ED IN AGGORDANCE 196@ P31 FOR FM OF IS00 PSI PER CBG 2016 TABLE 2I05.Z.4.1.2.
�t i/8 DIA THRD. WITN A9TM-G-9d. 9USMI7 MIX DE�vIGN t0 TH� DE5IGNER OF RECORD FOR
CHOT DIPPED ���1 � Rpp,�pOXY IN APPROVAL PRIOR 70 PLAGING GONGRETE. 4. GROU7 SHALL HAYE A MINIMUM COMPRES31vE STRENGTH OF 208�P91
CsAvL) ° W I PLAGE W/ AT 28 DAl'S. CsROUT SI-IALL FLOIU WITNOUT SEGREGAT�ON AND 51-IALL
m� � SIMPSON SET-XP 6. PROVIDE MiWMUM CLEAR COVER OF GONCRETE OYER REINFORGING AS CONFORM t0 GBG SEGTION 2163.12�SEG710N 2105Z.2.1.2i3)
� a i ADHESIVE,IGG-ES FOLLOUI9�
(hU STEM WAW I � a � ESR-2322. CEJ A)ACsAIN87 EARtH FORM-3 INGHE9 C3") 3.MORTAR SNALL BE TYPE"S°AND SHALL NAvE MIr11MUM GOMPRES°�IVE
GONGRETE � ' CONGRETE HOLE a)�cPpgEp TO SARTH BUt POURED AGAINST FORM-2 INGHES i2"). 9TRSNCaTH OF 1908 PSI P 28 DAYS AND SHALL CONFORM TO ASTM C218
SLAB 1/8"LARGER AND SHALL ALSO GONFORM TO GBC 2103.8 AND TABLE 2185.2.4.1.2.
tHAN THE ROD. D. REIN�ORGINCs STEEL� i. NAIL SCHEDULE�
I. ALL REINFORGING STEEL 9HALL GONFORM t0 AStM SPSGIFIGATION A61,5 I. WOOD METIBERB SHALL BE GONNEG7ED t1NT{-{ NAILJNG INDICATED IN
GRADE 60 FOR�5 REBAR AND LARGER REBAR AND GRADE d0 FOR#3� TABLE 2306.3(WALU, 2306.2.1 (i)CROOF)�2364.9.iFAStENINCs 9GHEDULE
DETAIL HOLDOUIN @ CE) � CN) �OUN1�AtION Z �4 REBAR..
UNLE98 GR�A7ER 91ZES AND NUMSERS OF NAILS ARE SHOWN OR N07ED
� -- 2. ALL REIN�ORGINCs S7EEL S1-IALL BE LAPPED AS NOTED BELOW. SEE�/SI., � THE PLANv: NAIL3 EXPOSED t0 UJEATHER 5NALL BE GAWAWIZED:
����-e� U.O.N. ON THE PLANB. SPUGEB SHALL BE LOGATED AS DEfAILED IN THE ��` �ALL 8E GOMMON WIRE NAIL3% HOLES FOR NAIL9 9HALL BE
PLAN9. STACsGERED ALL LAP9 AND 9UGE9. PROVIDED tUHERE tHE WOOD MEMBERS 7END TO SPUTj SUGH WOOD
MEMHERS 81-IALL BE REPLAGSD AND RSMOVED FOR tl-{E JOB
�ev s2� 3.W�I.DED WIRE FABRIG SI-IALL CONFORM TO AStM A81 AND AI88. PROMPtLY. SHORT PL'flU00D NAILS fOR EQUIYALENT 9NARE VALVE
z�_e � MAl'BE USED. 8EE PL4NS FOR NAIL SPAGNfs. ROOF 9HEATHING SD P
o < o d. ANCHOR BOLTS, DOIUELS AND 07HER EMBEDDED ITEM9 SHALL SE b INGHES O.G. AT SUPPORTED EDGES. 8D A 12 INGHES O.G. At
� ° BEGUREL7 TIEU IN PLAGE BEFORE GONGRE7E �8 PLAGED, U9E GUT tHREAD guPPORtED EDGE9. SD � 12 INCHES O.G. INTERMEDIATE 9UPPORTB.
° ! ! . • � ANGHOR BOLTg ONLY FLOOR 51-lEATHINCs 8D A b INCHE9 O.G. At BOUNDARIES AND PANEL
� � E. S7RUGTt1RAL� MISGELLANEOUS STEEL� ��ES AND eD A 10 INGNES O.G. AT IN7ERMEDIATE SUPPORTS.
q.� PLYWOOD WALL 9HEAtNING SHALL BE NAILED PER SHEAR WALL
LAl'ER OF 1.FABRIGATION AND ER�GTION TO BE IN AGGORDANGE WITH 7HE LATEST AISG SCHEDULE AT SHEAR WALL9 AND AT A MINtMUM OF SD A 6 INGI-!ES ON
REINFORGEMENT SPEGFIGATION5. STRUCTURAL STEEL SHALL BE A9TM A36, EXGEPT TUBE ALL OTHER EDCsES.
7eo ze� GOLUMNS WHIGEI ARE ABtM A5090,GRADE 8.
,3e�K J. SPEGIAL INPSEGtiON REQI.tiREMENtS-
- �, 2. ALL WELDING SHALL BE PERFORMED UJITH E-'10 ELEGTROD£S BY WELDERS � �F�����
.� , GERTIFIED TO GOMPLE'iE THE UlELDS SPEGFIED ON THESE PLANB. ALL
� � ° �� � ° WELDING 91-IALL GONFORM TO THE BTRUGTURAL WELDING GODE(AU13-DI.12694 �'�OXT 9ET ANGHORS.
OF THE AMERIGAN WELDING 80GETl'. 3.MASONRY WHEN NOtED ON PLANB.
° � i ��- p �� -�%���f-/
TWO LAYERS 3.ALL PLATEB,E7G.,SHALL BE BOLtED TO GONGRETE ELEMENTB,SHALL NOT
° I BE FA8f21CATED UNtIL tHE 80LT9 HAVE BEEN LOGATED IN THE FlELD. •
� + � i . ... '� �'� .. . .v
i2EiNFORGEMENT _ �,� q, Bp�Tg g}a,q�l BE ASTM A 30� T�'PE THREAD9 MAY BE INGLUDED M THE , •. y ` '� •��� !-'j`
9HEAR PLANES. -___ . .__ � .�-
D�T,41L T1rfi'IGAL LAP SPLIGES - GONG. 3 r'''` + - ' _
5. 9TEEL SHALL BE SHOP PRIMED EXGEPT WNERE EMBEDDED IN GONCRETE �� ' ,�� !''' t�"' - �.,.,�,...■,.,,.,,,,
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FORENSIC BUILDING INvESTIGATORS
RESIDENTIAL BLIILDING DESIGN�RS
BUII.DINCs IN9PECTORS
PLAN EXAMINERS ��
PLANN�RS
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1.tHIS 81-IEET f5 PAR7 OF A SET AND IS NOT
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2.TI-HS SHEET IS NOT TO SE USED FOR
GONSTRUGTION UNLESS tNE DESIGNER�S/
STRUGtURAL ENGINEER�S STAMP AND
91GNATURE APPEAR ON tHH DRAVJINGS
AND TNE 5tA7U9 BOX IND�CAtES DRAWINGS
HAvE BEEN tiHLEA9ED FOR GONBTRUCt(ON.
3.7HESE PLAN9 AND PRINTS THSREOF,AS
IN57RUMENTS OF SERVICE,ARE OWNED Bl' II
I,80LINGsSR DE'31GN SERVIGES AND ARE FOR'�
USE ON TNIS PROJEGT ONLY. I,
iiEPF20DUCTIONS AND/OR DISTRI�UTION
WITHOUt PRIOR GONSENT FROM BOUNGER
DESIGIJ SERVIGEB IS FORBIDDEN.
4.GOPYRIGNT BOIJNfsER DESIGN SERVIGES,
1982-2614.
REvISION 4-115TOR1r�
REvtSION� DATE�
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11 NOVEMBER 2014
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id00-6I0
WEATI-IER RE816TIVE FOLD UP WEATHER
DARRIER REd9TIVE BARRIER AND
MECHAMCALLY FABTEN A8 tEMPORARILT SEGURE
t�CE68ARY IN GORNERS �����r�� 16D NAILB w 3`O.G.BTA D
TNROUfsFI GRACE V7COR
OR ECiUAL GRAGE VYGORrER OR
TAPE ��¢PATGH OR
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�( \ /,�, 4-LAYERB 3l4`PL7WOOD GUT TO
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A.REMOVE WEATHER RE918TIVE
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RE919tIVE BARRIER ABOVE NEADER TO ALLdU FOR PLAtE
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2.INSTALL HEAD FLASFNNG UhmER WEAtNER RE91$TIVE BARRIER M ORDER A9 9NOWN BY
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1.INTECsRATE INBTALLATION OF WEATF�R RE918TNE DARRIER TO FORM
WA?ER-BHEDDING LAPB. IbD A 12"O.G CTYPIGAU
i.RIPGORD HA8 6EEN REMOVED AT BILL FOR EABEOF MStAWi77 EMERIOR 9HEATHING
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3.BCORE AND FOLD WEATHER RE819TIVE BARRI E RE81811VE HARRIER AND
HEADER TO ALLOW FOR tNBTALLAtIOP1 tEhtORARILT SECURE.
4.INSTALL HEADER FLASWNG UNOER WEATHER WEAT►+ER RESISTIVE
BARRIER,MEAGHANCALLY FA9TEN AS I�GE98A . 6ARRIER
5.FOLD WEATHER RESI9TtvE DARRIER BAGK N '
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GRAGE VYCORNER OR �i�' 8ILL PLATE ��1 AIL
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REPRODUC710N8 AND/OR DI9TRIBUTION '
UlITHOUT PRIOR CON9ENT FROM BOUNCsER
DESIGN SERvICES IS PORSIDDEN.
4.GOPIRIGI-!T BOLINCsER DESIGN SERVIGSS,
1982-261�1.
REVISION HISTORY�
REYISION� DATE�
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FLEGTRIGAL/MECHANIGAVHYAG NOTES�
1. REFER TO ARGHITEGTURAL PLANB FOR EXAGT DIMENSIONS OF
FLOOR LAYOUt.
2. MECHAWCAL GONTRACTOR SHALL PROVIDE tNE DE9IGN AND
GONStRUGTION OF THE ENTIRE IN7ENT OF TI-fE 1-{EATINCs, vENTiLATiON
AND AIR CONDI710NINCs SYSTEM IN GONFORMANGE t0 GURRENt
LOGAL AND S7A7E GODE AND f2EGULATION9 INCLUDING tItLE 24
REQUIREi`1�NT8. P'I�CHAPtlGAL CONTRACTOR SHALL SUBMIT TO TI-IE
BWLDING DEPARTMENT ALL REQUIRED DRAUHNG9 AND
GALCULATIONB REQUIRED TO SBGURE THE PERMit FOR ITEM9 NOT
SHOWN ON THE9E PLANS.
3. ELECTRIGAL GONtRAGtOR SNALL PROVIDE TNE DSSIGN AND
CONSTRUC710N OF THE ENtIRE INTENT OF THE ELEGTRIGAL 9YSTEM,
L1G1-171NG 879TEM AND SItE UGHT IN GONFORMANGE TO GURRENt
LOGAL AND StATE GODE AND i¢EGULATION8 INGWDING TItLE 2d
REQUIRSMENT9. ELEGTRICAL CONtRAGTOR SHALL SUBMIt TO tNE
BUILDING DEPARTMENT ALL REQUIRED DRAtUINGS AND GALGULATtONS
REQUIRED TO SECURE THE PERMIT FOR ITEMS NOT SHOWN ON THESE
PLANS.
d. PIPES,DUGTS,ELEGTRIGAL GONDUIT AND OTHER NON-STRUGTURAL
GONSTRUCTION 81-{ALL NOT INTERFERE WITH AGGES°vIBWTY TO OR
WITHIN UNDEf2-FLOOR AREA..
5.PROVIDE 9EISMIC BRAGING AND IN9UL4TION-WRAPPED HOT WATER
PIPSS FOR THE UJATER�4EAtER.
6. PROvIDE PRE99URE REUEF YALVE AND DRAIN UNE TO TI-!E
OUTSIDE AT THE WATER I-{EA7ER..
�.MAIN PANEL SNALL BE 1201Y20v,i PHA3E 3 WIRE.
8.SUB-PANEL SHALL BE Y06 AMPERE,t PHA9E,3 U11RE.
9.PROViDE NON-REMOVALBLE BACK FLOW PREvENT10N DEvIGES ON
ALL EXTERIOR HOSE SIBSS AND WATER SOURGE9.
10.PROVIDE ELEGTRICAL SIUiTCH,UGHT AND PLUG IN AttIG FURNACE
LOCATION FOR 9ERVIGNG PURPOSED.
II. PROVIDE A SWITGH, WATER PROOF UGHT AND CsFIC PROTECTED
PWG AT EAGH EXTERIOR DOOR LOGATION.
12.SMOKE ALARMS�
ALL 9MOKE ALARM9 SHALL BE USTED tN ACGORDANGE WITH UL-21'1
AND INSTALLED IN AGCORDANGE WITN THE PROVISIONB OF THE
CALJFORMA RBSIDENTIAL BUILDING CODE AND TNE 1-lOU9EHOLD FIRE
WARNtlNCs EQUIPMENT PR0IIISIONB OF NFPA 12.
A.I-IARD U11RED POLUER 90URGE AND SAttERY BAGK-UP FOR
NEUJ GONSTRUG710N. Dd8?ING DWEWNG UNITS MAY SE
SOLELY BATTERY OPERATED.
B.LOGATED IN EAGN SLESPING ROOM
G.OUtSIDE EACH 9LEEP�NG AREA IN TNE IMMEDIAtE YIGt•�T7
OF THE BEDROOI�I.
D.ON EACI-I ADDItIONAL STORY OF THE DWEWNG,INGLUDING
BASEMENTB AND NABITABLE ATTIGS BUT NOT INGWDING
CRAWL SPACES AND UN1-IAHITABLE AT71GS.
13.GARBON MONO)dDE ALARMS�
FOR ALL NEW CON9TRUCTION, AN APPROVED GARHON MONO�DE
ALARM SNALL BE INSTALL�D IN DUJEWNG UNIT9 AND IN SLEEPING
UWITS WITHIN W�IIGI-I FUEL-BUR►�tlNG APPUANGES ARE IN97ALLED AND IN
DWEWNG UNITS THAT ARE ATtACHED TO A GARACsE.
A.HARD WIRE POWER SOURCE AND BA7TERY BACK-UP FOR NEW
CONSTRUGTIDN. E)dSTING DWELUNG UNITS MAY 8E SOLELI'
BATTERI'OPERSTED.
B.LOGAtED IN EACH 9LEEPING ROOM.
G.OUT9IDE BAGH SLEEPING AREA IN ti-{E IMMEDIATB VIGINItY
OF THE BEDROOM.
D.ON EAGN AODITIONAL 9tORl'OF tl-IE BUILDING,INCLUDINCs
BASEMENTB AND H,4BITA8LE ATTIG9 BUT NOT WGLUDINCs
GRAWL SPAGES AND UNHABItAHLE AREA9.
14. H7DR0-MA89AGE TUBS OF USED) SHALL GOMPL7 WITH tHE
FOLLOWING�
A.RECEPtAGLE9 PROvIDINCs POWER FOR A HOt tUB SHALL
CONFORM TO ARtICLE 680D(b80-4i)OF THE LAtEST
EDItION OF THE CALIFORWIA EL.EGTRIGAL GODE
B.REGEPTAGLEB SNALL 8E LOGATED AT LEA8T PIVE C5)FEE7
�ROr�n�s�De waus oF rue.
C.125V REGEPtACLEB WITI�IN 20 FEEt OF IN91DE UTALLS OF
TU8 SHALL BE GFCI. THlS IS MEASURED 8Y tHE 9HORTHST
CORD PATH OF AN APPLlANGE WIT�lOIJT PIERGNG A WALL,
FLOOR,GEILING OR OTHER EFFEGTIVE PHY3ICAL BARRIER..
D.LJGHTING FXTURES ABOYE OR UJItHIN FvE(5)FEET OF IN91DE
WALLS OF HOT TUBA SHALL BE GFCI.
E.NO WALL SWiTCHEB 9HALL BE LOGATED UNTHIN FIVE(✓)F�T,
MEA9URED HORIZONTALL7 FROM INSIDE WALLS OF 7UB.
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CON9TRUCTION UNLESS THE DE3IGNER'S/
STRUCTURAL ENGINEER�9 StAMP AND
51CsNA7URH APPEAR ON?HE DRAU1iNGS
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3.THESE PLAN3 AND PRINTS TI-IEREOF,A9
INSTRUMENTS OF SERVIGE,ARE OWNED B1'
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USE ON THIS PROJEGT ONLY.
REPRODUGTIONS AND/OR DISTRIBUTION
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4.GOPYRIGHT BOUNCsER DESIGN SERvICES,
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RE1/f910N HISTORY�
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I. REFHR TO Ai2G�NTECTURAL PLANS FOR EXAGT DIMENSION9 OF
fLOOR LA70UT.
2. MEGHAFtlGAL GONTRAGTOR SHALL PROViDE THE DESIGN AND
GONStRUCTidd OF TI-!E ENTIRE INTEN7 OF 7HE HEATING, VENTILATION
AND AIR GONDITIOMING SYSTEM IN CONFORMANGE 70 CURRENT
LOGAL AND STATS GODS AND REGULATION5 INGLUDING TITLE 7d
FZEQUIRSMENTB. MEGI-IAWGAL GONTRAGTOR SF�tALL SUBMIt TO THE
BUILDING DEPARTM�IT ALL REQUIRED DRAUNNGS AND
GALCUL4TION9 REQUII2ED TO SEGURE THE PERMIT FOR ItEMS NOT
9HOWN ON THESE PLANS.
3. ELEGTRIGAL CONTRAGTOR 51-IALL PROVIDE tHE DESIGN AND
CONSTRUGTION OF 7HE ENTIRS INTENT OF tHE ELECTRlGAL 978TEM,
LIGNTING SYSTEM AND SITE LIGHT IN GONFORMANGE TO GURR£NT
LOGAL AND STATE CODE AND REGULA710N8 INCLUDINCs TITLE 24
REQWRSh1ENT8. ELEGTRIGAL GONTRAGTOR St-IALL 5UHMIT 70 TH£
BUILDING DEPARTMENT ALL REQUIRED DRAWINGS AND GALCULATIONS
REQLpRED TO 9EGURE THE PETiMiT FOR ITEMS NOt SHOWN ON tHESE
PLAN9.
d. PIPE9,DUGTS,ELECTRIGAL CONDUIT AND OTHER NON-S7RUCTURAL
CONSTRUGTION 9HALL NOT INTERFERS IWTH AGGESS181UTY TO OR
UJITI-IIN UNDER-FLOOR AREA..
5.PROYIDE SEISMIG BRAGING AND IN9UL4TION-UJRAPPED 1-IOT WATER
PIPEB FOR TNE WATER HEATER.
b. PROVIDE PRE98lJRE REUEF VAWE AND DRAIN UNS TO TI-IE
OUT9IDE AT THE IUATER HEATER..
�.MAIN PANEL 9HALL BE 120/220v,I PHA'3E 3 WIRE.
8.9lIH-PANEL SHALL BE 260 AMPERE,I PNASE,3 UARE.
9.PROVIDE NON-REMOvALBLE BAGK FLOUJ PREVENTION DEvIGEB ON
ALL EMER�OR NO3E BIBBS AND IUAtER SOURCES.
16. PROVIDE ELEGTRIGAL 9U11TCH,UGN7 AND PLUCs IN ATTIC FURNAGE
LOGAtION FOR BERVIGING PURPOSED.
11. PROVIDE A SUJItGI-{, UJATER PROOF UGNT AND GFIG PROTECTED
PWG A7 EACH EX7SRIOR DOOR LOGATIOPI
i2.SMOKE ALARMv�
ALL SMOKE ALARMS SHALL BE LiSTED IN AGGORDANGE UJItH UL-11'1
AND INStALLED IN AGGORDANCP WItH TNE PROVI°vIONB OF TNE
GAUFORNIA RSviDENTIAL BUILDING GODE AND THE I-IOUSENOLD FIRE
IUARNING EG'sUIPMENt PROVIJIONB OF NFPA'14.
A.HARD UJIRED POUJER 90lJRGE AND SATTERY BACK-UP FOR
NEW CONSTRUCTION. �tlSTING DWELLNG UI�pT9 MAT BE
SOLELY BAttERY OPERATED.
B.LOCAtED IN EAGH 9LEEPING RODM.
C.OUtSIDE EAGH SLEEPING AREA IN THE IMMEDIATE VIGMTY
OF THE BEDROOPI.
D.ON EACH ADDITIONAL STOR7 OF tl-IE DWSLUNCs,INGLUDING
BA9EMENTS AND NABITABLE ATtIG3 BUt NOT INCWDING
GRAWL SPACE9 AND UNHABItABLE AtTICS.
13.CARBON MONO>dDE ALARMS�
FOR ALL NEW GONSTRUGTION, AN APPROVED GARBON MONO�DE
ALARM SHALL BE INBtALLED IN DIUEWNG UMITS AND IN SLESPING
UWITS WITHIN UJHICI-I FUEL-BURt�pNCs APPUANGE9 ARS INSTALLED AND IN
DWEWNCs tJNit9 7HAT ARE ATTAGHED TO A GARAGE
A.HARD WIRS POWER SOURGE AND BATtBRY BAGK-UP FOR NEW
GON9tRUGTION. EXISTINCs DIUEWNCs UhU18 MAY 8E SOLELY
BATTERY OPERSTED.
8.LOGAtED IN EAGH SLEEPING ROOM.
C.OUTSIDE EAGN SLEHPING AREA IN THE IMMEDIATE VIGWTY
OF THE BEDROOM.
D.ON EACH ADDITIONAL STORY OF TI-IE BUILDING,INGLUDING
8A8EMENTB AND HABITABLE�4TtIG8 BUT NOT INCLUDINCs
GRAWL 9PAGE9 AND UNNAHITABLE AREA9.
14. H`fDRO-MA88AGE TUBS UF U9ED) 9NALL GOMPLY UJkTH TI-IE
FOLLOWING�
A REGSPTACLES PROVIDINGs POIUER FOR A H07 TU8 SHALL
CONPORM TO ARTIGLE 688D G686-41)OF THE LATEST
EDITION OF TNE GALIPORNIA ELECTWGAL GODE
B.REGEPTAGLES SHALL BE LOGATED AT LEA9T FIVE(5)FEET
FROM INSIDE UJALLS OF TUB.
G.125Y REGEPTAGLES WItFIIN 20 FEET OF IN51DE WALLS OF
TUB SNALL 6E GFG. THI5 IS MEASURED BY THE SHORTE5T
GORD PATH OF AN APPUANGE WITHOU7 P15RGNCs A LUALL,
FLDOR,GEIUNG OR OTHER EFFEGTIVE PHl'SIGAL BARWER..
D.UGHtING FIMUREB ABOYE OR UIITHIN FIVE C9)PEET OF IN51DE
WALLS OF NOt TUBA SI-{ALL�E GFG.
E.NO UJALL 9WITGNEB 3HALL BE LAGATED WItNiN FIYE(5)FEST,
MEASURED HORIZONTALLI'FROM INSIDE WALLS OF TUB.
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PLANNERS
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1.THI9 9NEHT 15 PART OP A SET AND IS NOT
INtENDED 70 BE tJSBD ALONE.
�.TNIS 9HEET IS NOt TO 8E U9ED FOR
CON9tRtIGTION UNLE88 THE DE9IGNER�9/
STRUGTURAL ENGINEER"S S7AMP AND
SICsNATURE APPE4R ON TNE DRAWINGS
AND THS STAtUS BOX INDIGATES DRAUJINGS
HAvE BEEN RELEA9ED FOR GONStRUCTION.
3.7HESE PLANS AND PRINTS TNEREOF,AS
INSTRUMENTS OF SERvIGE,ARE OIUNED BY
90LINCsER DESIGN SER1rICE8 AND ARE FOR
U5E ON tHIB PROJECT ONL7.
REPRODUGTIONS AND/OR DIStRIBUTION
tUITHOUt PRIOR CONSENT FROM HOUNGER
DSSIGN SERVICE9 fS FORBIDDfN.
�.COPYRICsHT BOUNCsSR DE91GN SERVICES,
1982-2014.
REVISION HISTORr
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DATE� SHEET NO.�
II NOYEhtBER 2614
SGALE�
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THE BUILDING CONSTRUGTION INDUSTRY,BUILDING AGTIVITIES AND SAFE?Y TO
THE PUBLJG BY U51NG THE FOLLOWINCs GAUFORNIA BUILDiNG CODES�
t.GAUFORNIA ADMINISTRA7IVE GODE,1013 EDITION,GALFORNIA GODE
OF REGULATIONS TItLE Y4,PART I.
2.GALIFORPdA BUILDING GODE,20I3 EDI710N,CAUFORMA GODE OF
REGULATIONS t17LE 24,PART Z,VOLUME I�2.
3.CAUFORhUA RESIDEN7IAL GODE,1613 EDI710N,CALJFORNIA GODE OF
RECsULAtIONS TITLE Y4,PAR7 2.5.
4.GAUfORNIA ELEGTRIGAL GODE,2013 EDITION,GAUFORIJIA GODE OF
R�GULATIONS tItLE 24,PART 3.
5.GALIFORNIA MEGHANIGAL CODE,2613 EDITION,CAUFORNIA GODE OF
RECsULATIONS TITLE 2d,PART 4.
b.GALJFORWA PLUMBING GODE,2813 EDI7ION,GAUFORNIA GODE OF
REfsUL4T10NS TItLE 2d,PART 5.
'I.GAUPORMA ENERGY EFFIGENCY GODE,2013 EDITION,GALIFORNIA GODE
OF REGULATIONS TITLE 2d,PART 6.
8.GALJFORtJIA HISTORIGAL BUILDING CODE,2613 EDITION,GAUFORNIA GODE
OF REGULATION5 TITLE 24,PARt 8.
18.CALFORNIA FIRE GODE,2013 EDITION,GALIFORI�NA CODE OF
REGULATION9 TITLE 24,PARt 9.
II.CALIFORNIA FIRE GODE,2913 EDITION,CALJFORNIA CODE OF
REGULATIONS TITLE 2d,PART 9
10.GAUFORPNA CsREEN BUILDING STANDARDS GODE,2013 EDItION
GAUFORNlA GODE OF REGULATIONS TITLE Yd,PART 11.
II.CAUFORNIA REFER€NCE STANDARDS,2013 EDItION,CAUFORPpA GODE
OF REGULATIONS TITLE 24,PART 12.
GENERAL NOtES�
BDS ANDIOR AN AUtI-IORIZED REPRESENtAtIVE CHARCsED IUITH TI-{E DESIfsN,
AG71NG IN GOOD FAITH AND UJItNOUT MAUGE IN THE DISGNARGE OF HIS
DUTIES, SNALL NOt THEREBY RENDER BDS AND/OR AUTNORIZED
REPRESENTATIVE PERSONALLI' UABLE FOR ANY DAMAGHS tHAT MAY
OGGUR TO PEFt90NS OR PROPERTY REAL OR ALLEGED, AS A RESULT OF
TI-IE DESIGN, CUENT/CONTRAGTOR SUBSTITUTION OF MATERIAL3 AND/OR
DEFECTIVE MATERIALS AND AS A RESULT OF ACT OR 6l'REASON OF ANl'
AGT OR OMISSION IN TI-!E DISCI-IARGE 1-IIS DUtIES. BDS UABIUTY TO
CUENTIGONTRAGTOR, AND FOR WHIGH BDS MAY BE FOUND UASLE, SI-IALL
SE UMITED TO THE vAUD GOLLEGtIBLE INSURANCE AVAILA6LE UNDER OUR
GENPRAL LIABIUT1r INSURANGE GOYERAGE. BDS DOES NOT GARR1' ANl'
OTI-IER IN9URANG£ OTNSR THAN CsENERAL UASIUt7 INSURANGE AND
SPSGFICALLY DOES NOT GARR7 SEPARATE Ei2ROR8 AND OMIBSIONS
cov�a�E. INTELLEGTURAL PROPERTY RICsHTS�
ALL DESIGN, ARRANGEMENTS, 9PECIFIGATION9, TItLE 24 GALGULATIONS AND
MATERIALS AS INDIGATED BY THESE DRAWINGS, ARE OWNED B7 AND ARE
tHE SOLE PROPER7Y OF BOL.INGER DESICsN SERVIGES AND IUERE GREATED
AND DEVELOPED FOR USE ON AND IN CONNEGTIObI WITH TNIS PROJEGT.
9AID DESIGN, ARRANCsEMENtS, SPEGIFIGATIONS, tITLE 2d, STRUGTURAL
GALGULAtIONS AND RELATED MATERIALS SHALL NOT BE DISGLOSED TO ANY
PERSON,FIRM OR GORPORATION FOR ANl'PURP09E WHATSOEVER WITHOUT
7HE IURIt7EN AUTHORIZATION FROM THE PRINGPALv OF �OLINGER DSSIGN
ssRvices. NOTIGE t0 OUINER/GONtRAG70R�
ALL GTl', GOUNTI' AND/OR STATE AGENC7 APPROYAL AND PERMItT£D
WORKING COfJStRUGTION Di2AWINGS SHALL BE RETURNED t0 BOUNGER
DESIGN SERYIGEB FOR THE PURPOSE OF UPDATING ORIGINAL DRAIUINCsS Bl'
REvISING TI-IE DRAUJINGS t0 COMPLY UJITI-I THE GOMMENTS FROM THE PLAN
GI-IEG1C Pi20GESS.
DIMENSIONS AND QUANTITIES
ALL DIMENStONS ARE FROM FAGE OF STUD UNLESS OtHERUJISE SNOWN AND
NqtED. GON7RACTOR/SUBGONTRACTOR S1-IALL GI-{EGK AND vERiF7 ALL
DIMEN510NS ON THS DRAWiNGS AND GHEGK GRADE CONDI710NS AT 7HS JOB
SITE AND NOTIF7 TNE BUILDING DE9IGNER/OWNER IF ANV DISGREPANGES
PRIOR TO GOMMENGINCs UJORK. ALL DIMEtJSIONS SHALL 7AKE PRECEDENGE
OVER SGALED DRAWINGS. GON7RAGTOR SHALL vERIFY ALL DIMEN:iIONS
AND FIELD CONDItIONS PRIOR TO StAR7 OF WORK. IF StRUG?Ui2AL
FEAtURES OF THE GONSTRUC710N ARE NOt SHOWN ON THE DRAWINGS AND
GALLED FOR IN THE 9PEGFICATIONS OR GENERAL NOTES, THE
GONSTRUGTION SHALL BE TNE SAM�A5 SIMILAR CONDITIONS SI-IOWN ON tHE
DRAWINGS. CONtAGT 7HE BUILDING DESIGNER/OWNER IF THERE ARE
QUESTION9 REGARDING ANY A8PEGt OF THIS PROJECT.
OMISSIONS AND DISGF2EPANGES�
GONtRAGTORlSUBCONtRAG70R SI-IALL NOTIFY TNE BUILDINCs
DESIGNSRlOWNER OF ANYlALL DISCREPANGIES IN THE DRAUIINGS AND/OR
FIELD CONDItIONS SO tHAT PROPER ADJUSTMENTS GAN BE MADE BEFOR�
PROGEEDINCs WI71-I ANY FURTHER WORtC ANl'/ALL QUESTIONS REGARDING
GONSTRUGTION AND EREGtION 9i-IALL BE BROUGHt 70 71-IE AttENtiON OF
tHE BUILDING DE°vICsNER COFFIGE TfiLEPHONE� b16.195.1842) (CELL�
51e.918.�853) PRIOR t0 THE START OF TF�IE UlORK. NO ALTERATIONS OR
REVISIONS SNALL BE AGCEPTABLE IN TI-1ESE GONtRACT DOGUMENTS UNLES9
AUTHORIZED IN UIRITING Bl' tl-!E SUILDING DE9tGNER. ANl' ALTERATIONS
MUST BE APPROVED Bl' 7HE OUJNER, DESIGNER, BWLDINCs AND PL4NNNG
DEPARTMENTS.
GODES AND ORDINANCE9�
A. CODES AND ORDINANGE9 OF JURISDICTIONAL OR Ti21BUNAL9 51-IALL BE
GONSIDERED AS A MINIMUM REQWRE11fiNT AND TAKES PRECEDSNCE OYHR
CONTRAGT DOGUMEN79 WHIGH, INADVEi2TENTLY, MAY BE PREPARED AT
VARIANGE WITH GODES AND ORDINANCE REQUIREMENTS.
8. ALL GONSTRUCTION, EREGTION AND FABRICAtION S1-IALL MEET THE
REQUIREMENTB OF TNE GAUFORMA BUILDING GODES AS UStED PREVIOUSLY.
GONTRAGTOR/9UBCONTRAGTOR-GENERAL-�
A. GONTRAGTOR/SUBGONTRAGTORS WORK SI-IALL GONFORM TO
APPUCASLE, FEDERAL, StATE, GOUNt1r AND Cltl'/tOWN BUILDING GODES
AND ORDINANCE9. GONTRAGT DOGUMENTS IUHiGH EXCEED GODE AND
ORDINANGE REQUIREMETITS SHALL TAKE PREGEDENGE THEIiEAFTER.
B. CONTRAGTOR/SUBCONTRAGTORS SNALL Vl�vlt THE SITE PRIOR TO
SUBMIT711JG BIDS.
C. EAGH SUBCONTRAGTOR IS GONSIDfRBD A SPEGIAU9T IN HIS RESPECTIVE
FIELD AND 9HALL PRIOR TO TH£SUBMI9SION OF BIDS OR PERFORMANGE OF
WORK, N071F7 THE GENERAL GONTRAGTOR/OWNER OF AN1' TRADE OR
SUBCONTRACT WORK CALLED OUT ON THE DRAWINGS tHAT GANNOt BE
FULLI'GUARANTESD.
D. TRADE NAMES AND MANUFACTURES REFERi2ED TO ARE FOR QUAUTY
STANDARDS ONLY. SUBSTITUtIONB SHALL BE APPROVED Bl'TH�6UILDING
OFFICIAUBUILDING DEPARTM�Nt ONLY.
S. UJORK 9HALL NOT BE PERFORMED IUHEN WEATHER GONDITIONS MAY
CREATE HAZARDOUS WORICING GONDITIONS OR LEADS t0 FAILURE IN
WORKMAN9HIP OR MATERIAL
F, tHE CONTRAGTOR UJARRANTS ALL WORK PERFORMED AND MATERIALS
FURNI9HED UNDER THIS GONTRACt AGAINST DEFEGT9 IN MATERIALS AND/OR
WORKMAN9HIP.
G. ALL GON7RACTORS/SUBCONtRAG70RS SHALL 8E UCENSED WITH
GONTRACTOR NUMBER ON FILE IN THE BWLDING DESIGNER�S OFFIGE AND
UJITH THE OUJNER.
H. ALL GONTRAGTORS/SUBGONTRAGTORS SHALL HAVE IUORKERS
GOMPENSATION INSURANGE 9AID INSURANGE 81-IALL BE KEPT IN FULL
FORCE AND EFFECT At ALL TIMES UIHILE UNDER GONTRACT U11T1-I T1-!IS
CUENT/OUJNER. CONTRAGTOR SI-IALL AL50 KEEP GOMPLETE REGORD OF
SOGAL SEGURITY TAX PAl'MENTS MADE BY HIM.
i. ALL GONTRAGTOR918UBGON7RAGTORS 9HALL HAvE AND MAINtAM A
MINIMUM OF�1,600,600.60 LIABIUtY INSURANCE.
J. UPON WRITTEN NOTIGE OF ANY DEFEGT IN MATERIAL9 OR UJORKMANSHIP,
TI-IE GONTRAGtOR SHALL, AT THE OPTION OF 7HE OWNER, REPAIR OR
REPLAGE SAfD DEFEGTS AND DAMAGE TO WORK GAUSED BY OR
RESULTING FROM SUGN DEFECtS IUITNOUT GO°,T TO TH�OIUNEFt.
K. THE CONtRAGTOR SHALL BE RESPONSISLE FOR SAtISFAGTORY
GOMPL�TION OF ALL WOR1G IN ACCORDANGE UJITH tHE PROJEGT DRAIUINGS
AND SPEGFIGATIONB.
L IN AGCORDANGE WITI-! GENERALLY AGCEPTED GONSTRUCtION
PRAGTICES, THE GONTRAC70R SHALL BE SOLELY AND GOMPLETELY
RESPONSIBLE FOR THE UJORKING CONDITIONS At TI-!E JOB SITE, INGLUDING
SAFETI'OF ALL PER30NS AND PROPSRTY DURING PERFORMANGE OF TI-IE
WORK THI9 REQUIREMENT SHALL APPL1'GONTINUOUSLT AND SHALL NOT BE
UMItED TO NORMAL WORKINCs HOURS.
M. GIVIL ENGINEERING, SOILS ENGINEERING AND 9TRUGtURAL ENGINEERING
SI-IALL TAKE PRECEDENCE OvER BUILDING DESICsN 9PECIFIGATIONS.
N. GONTRACTOR/SUBGONTRAGTOR SHALL MAtCH EXISTING MA7ERIALS,
FIMISI-IES AND IUORKMANSHIP REQUIRED FOR A SATISFAGTORY GOMPLEtION
OF THE PROJEGT.
2013 GALI�ORNIA RESIDENt1AL GODE REQLIIREMENtS�
GAUFORWA RESIDENTIAL GODE, 2013 EDITION, GAUPORNIA GODE OF
REGULATION9, tITLE 2d, PAR7 2.8 CBASED ON TNE Z009 INT�RNATIONAL
RESIDENTIAL GODE).
1. ALL SGOPE AND APPLIGATION (DIVISION I)GAUFORNIA ADMINISTRATIVE
SHALL COMPLY UATN GRG,2013,GHAPTER i,9EG71Q►J 1.1.1 THROUGH 1.11.10.
2. ALL (DIViSION IU ADMI►�STRATIVE REQWREI'1HNt5 9NALL GOMPLI' IUITH
GRC,2013 EDITION,CHAPTER I,SSCTION R101.1 THROUCsH Rii4.1.
3. ALL DEFIhUTlONS SHALL GOMPLY WITH GRC, 2e13 EDITION, GI-IAP7ER 2,
SECTION R261.1 THROUGH R?01.4 AND DEFIPpTIONB.
4. ALL BUILDING PLANWNG SI-IALL GOMPLY WITH GRC, 2013 EDITION,
GHAPTER 3, SEGTION R3e1.1 TI-IROUCsH R328.4 AND RELATED tAHLES,
FIGURE9 AND GRAPHS.
5. ALL FOUNDATIONS''vHALL COMPLI'U11TH GRG, 2013 EDITION, GHAPTER 4,
9EGTIaN R461.1 THROIJCsH R408.� AND RELATED tABLES, FICsURES,
GRAPHS AND MAPS.
6. ALL FLOORS SHALL GOMPLY U11TN CRG, 2013 EDITION, GHAPTER 5,
SECTION R501.1 TNf20UGH 506.�.4 AND RELAtED TABLES, FIGURES AND
DETAIL9.
�. ALL WALL GONSTRUCTION SI-IALL GOMPL7 WItH GRG, 2013 EDITION,
GI-IAPTER b, SEGtION R601.1 tHROUGH R614.10 AND RELATED TASLES,
FIGURSS AND DETAILS.
8.ALL IUALL GOVERINGS SHALL GOMPLY U11tH GRG,2013 EDITION,GHAP7ER
�,SECTION R�el.l THROUCsH R103.12 AND RELATED TABLES AND FIGURES.
9. ALL RDOF-GEIUNCs CONSTRUGTION SHALL GOMPLY WITH GRG, 20i3
EDITION, GHAPTER 8, SEGTION Rb61.1 THROUGI-I R86'1.1 AND RELATED
TABLES AND FICsURES.
16. ALL ROOF ASSEMBUES SHALL GOMPL7 UJITH GRG, 2013 EDITION,
GHAPTER 9,SECTIDN R901.1 TNi20UGH R90�.6 AND RELATED TABLES AND
FIGURES.
Ii.ALL CHIMNE7S AND Fli?EPLAGES S�IALL COMPL7 WITH GRC,2013 EDITION,
GHAPTfiR 10, SEGTION R1001.1 tHROUCsH RI006.5 AND RELAtED TABLES
AND FICsURE9.
12. ALL REFBRENGE 9TANDARDS SHALL GOMPLY WITH GRG, 2613 EDITION,
GNAPTER 44,RELATED TABLES,FICsUREB AND REFERENGES.
13. APPENDIX A 7Hii0UGH K ADOPTED ON A GASE BY GASE BA91S OR
PER GTl'/GOUNTY ORDINANGE
MEANS OF EGRESS (DOORS AND WINDOUJS�
t. ALL OCGUPANCY SPACES, HABITABLE SPAGES AND CORRIDORS SHALL
SHALL A GEIUNG HflGHT OF NOT LESS T1-IAN'1'-6"C84").
2. THS MINIMUM UJID7N OF EAGH DOOR OPENING SHALL BE SUFFIGENT FOR
THE OGCUPANTLOAD tHEREOF AND SHALL PROVIDE A CLEAR WIDTN OF
NOT LESS THAN 32". i2�-8")
3. ALL DOOR OPENINCsS WITHIN DWEWNG UNITS OR 9L�PINU UNITS 9HALL
NOT 8E LE9S TNAN 6'-6"C18")IN HEIGHT.
d.ALL EMERIOR DOOR OPEI�UNGS lN DUJEWNGS UMI7S AND SLEEPING UrtlTS,
D'I'HER THAN TNE REQUIRED EXIT DOOR,SHALL NOt BE LE88 THE 6�-4"('16")
IN HEIGHT.
5. ALL LANDING9 SNALL HAVE A WIDTH NOT LESS THAN THE UJIDTH OF tHE
STAtRWAY OR DOOR,UJHIGHEVER IS GREATER. DOOR lN TI-fE FULLY OPEN
P051TION SHALL NOT REDUCE A REQUIRED DIMENSION 6Y MORE TI-{AN�"'.
6.ALL tHR881-{OLDS AT DOORWAYS SNALL NOT EXGEED 3!d"IN NEIGI-{T FOR
SIJDING DOORS SERVING DWEWNCsS UNITS OR i/Z"FOR ALL OTHER DOORS.
RAISED THRESHOLDS AND FLOOR LEVEL GHANGES GREATER 7HAN t/4"AT
DOORS SHALL BE BEVELED UJ17H A SLOPE NOT GFtEATER THAN ONE UM7
vER71CAL AND TWO UNITS HORIZON7AL.
1. ALL DOOR 1-IANDLE9, PULL9, LATGHES, LOGiCB AND 07HER DEVIGES ON
DOORS REQUIRED TO BE AGGESSIBLE SHALL N07 REQUIRE TICsHT
CsRABPING,tIGHt PINGHING OR TWI9tING OD THE UJRIST TO OPERATE.
8. ALL DOORS NANDLES, PULLS LATGNES, LOGKS, AND OTHER OPERATING
DEVIGES SHALL BE INStALLED 34" MINIMUM AND 48" MAXIMUM A�OYE THE
FMISHED FLOOR. LOGiGS USED ONLI' FOR BEGURITY PURPOSES AND NOT
USED FOR NORMAL OPERATION ARE PERMITTED AT AN7 I-IEIGHT.
9. ALL STAIRWAYS SHALL HAVE A MINIMUM HEADTi00M GLEARANGE OF 6�-8"
(80°)MEA9URED vER71GALLY FROM L1NE GONNECTING tHE EDGE OF IJ09E.
10. ALL STAIR RISER NEIGHTS SHALL BE�"MA)dMUM AND 4"MINIMUM. STAIR
TREAD DEPtH 9NALL BE I1" MINIMUM, THE RISER HEIGi-IT 51-lALL BE
MEA9URED vERTICALLY BETWEEN TI-IE LEADING EDCsES OF TI-!E ADJAGENT
TREADS.
II. ALL HANDFtAILS FOR StAIF2UJAl'S AND RAMPS SHALL BE ADEQUATE IN
BTRENGTi-I AND AtTACNMENT. HANDRAILS REQUIRED FOR 9TAIRtUAI'8 SHALL
COMPLI' WITH THE REQIURED DE7AIL9. HANDRAILS REQUIRED FOR RAMPS
SNALL GOMPLY WITH DETAILS AS REQUIRED.
12. ALL HANDRAIL NEIGHt, MEASURING ABOVE STAIRWAI'TREAD NOSING, OR
FINISH SURFAGE OR RAMP SLOPE SHALL BE UtJIFORM, SHALL NOT BE LE59
THAN 34"AND NOT MORE THAN 38".
13. GUARDRAILS HEIGHt, MEABURING FROM THE FLOOR SURPAGE SI-IALL NOT
BE GREATER THAN 42"ABOVE TI-IE FLOOR.
ALL INTERIOR ENVIRONMENTAL REQUIREMENTS SI-IALL COMPLY U11tH THE
FOLLOWING�
I. tHE MINIMUM OPENABLE AREA CUJINDOUI)TO THE OUTDOORS 9HALL BE 4�
OF tHE FLOOR AREA 70 BE VENTILATED.
2.TNE MIMIMUM NE7 GLAZING CWINDOW)AREA 9HALL NOT BE LESS THAN 8%OF
TNE FLOOR AREA OF THE ROOM SERVED.
3.ALL STAIRWAYS IUITHIN DUJEWNG UrHTS AND EXTERIOR STAIRWAI'S SERVING
DIUEWNGB SHALL HAvE AN ILL.t1MINATION LEVEL ON TREAD RUN9 OF NOT LESS
tHAN I CANDLE-FOOT.
4. ALL OGCUPIED SPAGE9, NABItABLE BPAGEB AND GORRIDORS SI-IALL
HAVE A CEIUNCs HEIGHT OD NOt LES9 TNAN��-6"(96"). BATHf200M8,taILET
ROOMS, KITGHENS, STORAGE ROOM9 AND LAUNDRY ROOMS SHALL BE
PERMITTED TO HAVE A CEIUNG 4-IEIGHt OF NOT LESS TI-IAN�'-0"(84")
5. ALL CRAWL SPACE9 SHALL BE PROVIDED UJltl-I A MINIMUM ACGESS
OPENINCs N07 LESS THAN I S"Xl�". IF FURNAGE IS LOCAtED IN 7HE GRAWL
SPACH,AGGE�OPENfNG SHALL AGCOt'IMODATE TNE LARGE9T PART OF tHE
FURNACE.
6. ALL ATTIC OP�NINGS SHALL 8E NOt LEBS TNAN 26"X3A" AND SHALL BE
PROVIDED TO AN7 AREA HAVING A CLEAR HEIGI-IT OF OVER 30°. A 30"'
MIMMUM CLEAR HEADROOM IN TNE ATTIC S1-IALL BE PROVIDED AT OR
A80VE THE AGGE95 OPENING. IF FURNAGE IS LOCATED IN ATTIC,OPENING
SHALL AGCOMMODATE THE LARGEST PART OF THE FURNACE.
�. ALL SHOIUER GOMPARTMENT5 AND WALLS A80vE A BATHTUB UJI7H
INSTALLED SHOWEF2 HEAD SHALL BE FURNI54-{ED WItH A SMOOTH, NON
ABSOR6ENT SURFACE TO A HEIGHT NOT LESS THAN 5'-10"(�e")ABOVE tHE
DRAIN OUTLET.
ALL ENERCsY EFFICIETICY REQUIREMENTS SHALL GOMPLY U11TH GEC, 2013
EDITION, 71tLE �4, PART 6. <5E� 717LE 24 ENERCs7 PAGKAGH UllTl-!
COMPLIANGE FORMS ON SI-IEEt T-24).
CsLASS AND CsLAZINCs�
ALL UHNDOUIS,DOORS,SKYUGNTS CSiCI'WINDOWS),CsLASS AND GLAZiNG SHALL
GOMPLY UJITHT HE FOLLOWING� CAL50 SEE WINDOW AND DOOR SGHEDULEJ
I.NATURAL UGHT SHALL BE e�OR MORS FOR ANl'GIVEN FLOOR AREA AND
A MINIMUM OF 8 CsLAZING 9/f.
2. NATURAL vENTILATiON SHALL BE 4% OR MORE FOR AN7 GIVEN FLOOR
AREA AND A MINIMUM OF 4 VENTILATING S/F.
3. ALL ECsRESS C�MERGENGY ESCAPE)WINDOUJS SNALL HAVE A MIMIMUM NET
CLEAR OPENING JF 5.'1 S.F. THE vERTIGAL DIMENSION S1-IALL HE A MINIMUM
OF 2d" WITH A HORIZONTAL MINIMUM DIMENSION OF 20" GLEAR AND °vHALL
HAVE A RNISHED SILL HEIGHT OF NOT MORE THAN 44"ABOVE tHH FLOOR.
4. ALL GLASS AND GLA�NG LE98 THAN 18" ABOVE THE FINI9HED FLOOR
9HALL BE tEMPERED.
5.ALL OPERABLE SLlDING DOORS AND U1INDOUJS 9HALL HAvE BUG SGREENS.
6. ALL GLASS AND CsLA7JNG SHALL MEET TEMPERSD GLASS REC,i1kRSi'1SNT8
AND ALL tEMPEi�ED CsLASS SHALL BE L4BELED "SAFET�' GLAZING FOR
HUMAN IMPAGT LCADS.
1.SAFETY GLAZING IN HAZARDOUS LOGAtIONS Si-IALL BS A9 FOLLOWS�
A.GL�4�NCs IN SUNNCsINCs DOORB EXCEPT PANEL5 JALDUS18S
B.CsLAZING IN FIXED AND SUDING PANELS OF SLIDING DOOR9
ASSEMBLIES AND PANEl.B IN SUDINCs AND E31-FOLD CL09ET DOOR
ASSEMBUES.
G.CsLAZiNG IN STORM DOORS.
D.GLAZING IN UNFRAMED 3WINGING DOORS.
E.GLAZING IN DOORS AND ENGLOSURES FOR NOT TUBES,
W+�IIRLPOOLS,SAUNAS,STPAM RDOMS,BATHTUBS AND SHOWERS.
GLAZING IN A PORTION OF A BUILDtNG UJALL ENGL051NG THESE
COMPARtMENTB UJHERE THS BOTTOM EXP09ED EDGE OF T1-IE
CsLAZING IS LE58 THAN 60°ABOYE A STANDING SURFAGE.
F.CsLAZING IN AN INDIVIDUAL FIXED OR OPERASLE PANEL ADJACENT
TO A DOOR WHEi2E THE NEAREST EXPOSED EDGE OF tHE CsLAZING IS
UJITHIN A 24"ARG OF EITI-IER vERTIGAL FROM EDGE OF tHE DOOR IN
A CLOSED P031TION AND WI-IERE THE BOTTOM EXPOSED EDGE OF THE
GLAZING 15 M LESS THAN 60"ASOVE T1-IE UJALKING SURFAGE.
8.ALL MANUFACtURED IUtNDOUJS AND GLASS DOORS SHALL MEET THE A!R
FILTRATION STANbARDS OF THE LATEST EDITION OF THE AMEf21CAN
T ARDS I D SN FI
S AND NSTITU7E AN ALL HE GERTI ED AND LABELED.
9.ALL WINDOWS AND GLASS DOORS THAT ARE OPERABLE 9NALL BE
UJEATHEi2-STRIPP�D,TES7ED CERTIFIED AND LA�ELED.
i0."FIELD�S WINDOIU PROTEGTION" OR EQUAL 19 REGOMMENDED FOR
PROtEGTION OF EXTERIOR GLAZING DURING STUGCO AND PAINT UJORK.
C�1rPSUM WALL BOARD�
tUALL BOARD CSHEETROCK) LATN AND PL4STER REQUIREMENtS AND
INSTALLA710N SHA11 COMPLY WITH TNE FOLLOWING�
I.GYPSUM BOARD AND Gl'PSUM PLA5tEf2 GONSTRUGTION 51-IALL BE OF TNE
MAtERIAL9 LJSTED IN CHAPTER Z6 AND RELAtED TASI.�S. THESE MATERIAL9
SHALL BE ASSEMBLED AND INSTALLED IN GOMPUANCE UJITN TI-IE
APPROPRIAtE STANDARD9 USTED IN TABLES 2508.1 AND 2511.1 IN GBG,2013
EDItION,CI-{APTER 35.
MINIMUM NAILNG UNLE58 9HOlUN OR NOTED OTHEF2UJISE ON T+-IE DRAUlINGB
SNALL BE AS FOLLOWS�
A. NAILING SI-IALL BE PLAGED NOT LESS THAN 3/8"FROM THE EDGES AND
ENDS OF TNE WALL BOARD. INtERIOR IUALL BOARD NAIUNG HALL BE 5D AT
4"O.C.AND�"O.G.FOR EMERIOR WALLS UJITH I/2"THIGKNE99. WALL HOARD
5/8"TI-NGK SHALL BE bD O.C. AT EDGES AND INTERMEDIATE BEARING,U.O.N.
ON DfiAU11NGS. ALL CEIUNGS SI-{ALL BE 5/8"WALL BOARD UJITI-1 6D AT b"O.G.
OR IF GONDItION9 WARRANT GONTRAG70R MA7 ELEG7 TO USE Il2" WALL
BOARD.
EXTERIOR WALLS�
1. ALL UJATER RESISTIVE BARRIERS SHALL BE MADE OF A MINIMUM OF
TUJO LAYERB OF NO. 15� FELT COMPLYING WITH ASTM D 266 FOR T`fPE I
FELT OR OTHER APPROVED MATERIALS SHALL 6E ATTAGHED TO THE
5tUD8 OR SHEATI-IING WITI-I FLASH�NG AND IN SUGH A MANNER AS TO
PROVIDE A GONTINUOUS WATER 6ARRIER.
2. ALL IUALL GOVERINGS SHALL BE IUEATHER PROtEGTED IUITH
MATERIALS OF THE MINIMUMNORMAL TI-{IGKNESS SPECIFIED AND SHALL BE
AGGEP7ABLE WEAtHER GOVERINGS.
3. ALL FLASHING SI-IALL BE INSTAU.ED IN 5UG-I A MANNER SO AS TO
PREVENT M019TURE FROM ENTERING TI-!E UJALL OR TO REDIRECt IT TO
THE EXTERIOR. FLA9HING SI-!ALL BE INSTALLED AT THE PERIMHTERS OF
EMERIOR DOOR AND WINDOUJ ASSEMBIJES, PENETRATIONS AND
TERMINAtIONS OF EXTERIOR IUALL ASSEMBLES,EMERIOR INTERSEG710N9
UJITH ROOFS, CHIMNEYS, PORGHES, DECKS, BALGOhUE9 AND SIMILAii
LOGATIONS UJI-lERE MOISTURE GOULD EhlTE�2 tHE WALL. FLASHING IUITH
PROJEGTING FLANGEB SHALL BE INSTALLED ON BOTH SIDE9 AND TI-!E
ENDS OF GOPINCs, UNDER SILLS AND GONTINUOU9LY ABOVE PROJEGTING
TRIM.
4. FLASH ENtIRE EXtERIOR WITN AN APPROVED WATERPROOF BUILDINCs
PAPER TO AT LEASt 3" UNDER THE BUILDING PAPER BEI-IIND WALL
GOVERINGS.
5. ALL OPEN J019T, PENETRATIONS AND OiHER OPEWNGS IN ?I-IE
SUILDING ENvELOPE 8t-lALL BE GAULKED, SEALED AND
IUEATHER-StRIPPED TO PREvENT LEAKAGE AND RODENT GONTROL
b.PROVIDE G.I.FLASHING At TOP OF HORIZONTAL PLANT-ONS AND SISA�
1GRAFt BOTTOM 4" MINIMUM. SISAL KRAFT SI-IALL LAP TO EAGH SIDE OF
THE vER71GAL PLANT-ONS.
1. ALL Cs.l. FLASH AND GAULK U100D BEAMS AND OUTRIGGER9
PROJECTING FROM THE EMERIOR IUALL OR ROOF SURFAGES.
E�crRicaL�
ALL ELEGtRICAL CONSTRUGTION,APPLIANCES, PARTS AND INSTALLATION
SNALL GOMPLY WITH THE FOLLOWMG�
I. UPON REGEIPT OF NOTICE THA7 THE ELEGTRICAL GONTRACTOR HAS
6EEN A AWARDED, THE GONTRAGTOR S1-IALL vERIFI' AvA1LABIlJTY OF
9ERvIGES AND DE7ERMINE AGiUAL DETAIL9 PERTAINING TO THE EXAGT
LOCATION AND SITE REQUIREMENTS. tHE SUGCESSFUL 61DDER SHALL
NOtIFY POUJER AND TEL£PHONE GOMPANIES OF THE ESTIMATED DAT�OF
NEED AND SERVIGES REQUIRED.
2.ALL MATERIALS AND EQUIPMENT FURNISHED AND INStALLED UNDER THI9
BEGTION SHALL BE CsUARANTEED BY T4-IE GONTRAGtOR FOR A PERIOD
OF ONE 1'EAR FROM DATE OF AGGEPTANGE OF WORK Bl'OUJNER.
3. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSSD TO lUE.4T1-IER
SNALL BE WA7ERPROOFED WITH WATERPROOF FITTINCsS AND
CONNEC710NS.
4.ALL RECEPTAGLES WITHIN 5�-0"OF A SINK OR WATER SOURGE WITNIN A
KITGI-4EN AND/OR BATI-fROOM SHALL BE INSTALLED ABOVE
COUNTERTOP8 AND SHALL BE GROUND FAULT INTERRUP7ER8. (GFI)
5. ALL REGEPTAGLES SI-IALL BE CEhItERHD N07 LESS THAN 12" ABOVE
THE FINISHED FLOOR UNLE55 OtHERIUISE NOTED ON TNE ELECTRIGAL PLAN.
b. ALL WALL SWITGHES SHALL BE C5TITERED NO?LESS TNAN 48"ABOVE
TNE FINI9HED FLOOR UNLESS OTHERUNSE NOTED ON THE ELECtRIGAL F'LAN.
'I. ALL ELEGTRICALL7 OPERATED FIXTURES, OUTLETS,EQUIPM£NT AND/OR
DEVICES WNETI-IER INSTALLED B7 THE GONTRAGTOR OR OTHER 9HALL BE
FULLY CONNEGTED TO THE PROPER ELEGTRICAL SOURGE AND LEFt IN
OPERATING GONDITION.
8. ALL BEDROOMS S1-IALL 8E EQLIIPPED WI7H AT LEAST ONE GFI
RECEPtAGLE.
9. A MINIMUM OF TU10 C2)20 AMP SMALL APPUANCE BRANGH GRGUITS
SI-IALL SE PROVIDED FOR ALL REGEP7ACLE OUTLETS IN THE KITGHEN,
DINING ROOI'1,PANTRY OR OTHER 51MILAR AREAS. (GEG 4I0.11CCX1).
10. AT LEAST ONE CI)20 AMP BRANCH GIRCIUT 9HALL BE PROVIDED TO
9UPPLY LAUNDRY RECEP7AGLE OUTLETS. SUCH GIf2GUiT8 9HALL NAYE
NO OTHER OUTL'ETS. (GEC 210.11(CX2).
11. AT LEAST ONE (I)20 AMP BRANGH GRGUIT SNALL BE PROVIDED TO
SUPPLY BATHROOM RECEPTAGLE OUTLETS. SUCI-1 GIRGUIt9 SHALL HAVE
NO OTHER OUTLETS. <GEC 2le.il(GX3).
I1. ALL BRANCH GRGUITS SUPPLYING REGEPTAGLES IN FAMIL7 ROOM,
DIN{NCs ROOM, PAfiLOR, UBRAR7, DENS, SUNROOMB, REGREATION
ROOMS,CLOSETS,HALLlUAYB AND SIMILAR ROOMS SHALL BE PROTECTED
BY A UStED ARC-FAULT CIRCUIT INTERRUPTER(AFGI) (GEG 201.12C�)
13.ALL REGEPTAGLES IN SATHROOM9,CsARAGE9,AGGESSORY BUILDINGS,
OUTDOORS, CRAUJL 9PAGE8, UNFINISHED BASEMENTS, KITCHENS CWHERE
REGEPTAGLES SERVE GOUNTER TOP SURFAGES), L4UNDRY, UTIUTY, IUET
BAR 91NK8(WITHIN 6�OF THE EDCsE OF SINK)SI-IALL HAYE GROUND FAULT
INtERRUP7ER(CsFCI)PROTEGTION.
14.IN ALL AREAS SPECIFIED IN CG�G 210.52)ALL 115 vOLt,15 AND 26 AMP
REGEPTAGLES 91-{ALL BE LIS7ED TAMPER-PROOF REGEPTAGLES.
GEGd06.1
15.LOGAL EXNAUST YENTILAtION�
A. BAT1-IROOM9� PROVIDE AN EXNAU87 FAN DUGT TO TI-1E OUTSIDE
(MINIMUM d" DIA. FLEX DUGT UJITH MAXIMUM LENGtI-I OF�0�)WI1H MINIMUM
VENTILA710N RATE OF B0 GFM. /'�
B. iGITCI-kEN� PROViDE AN EXHAU9T DUCT TO THE OUt51DE IGMI�I�'�5a°,,.,
DIA. FLEX DUCT IUITH A MAkIMUM OF 35�) WITI-I A MINII°1tJM�YETI�ILi4TfpN
RATE OF 100 GFM. ,. �`
C. WHOLE-BUUILDING VEN71LAtION� CONTINUOUS EXNAUST, FAN: UJITH_A
MINIMUM VENTtLATION RATE OF �0 GFM. (MIN. GFM� 0.9t (�IA�R�AR��
PLUS 1.5(NUMBER OF BEDROOMS PLUS I) '`° ' �°• �• ^�'� -
16. IF ELEGTRIGAL DRALUINGS ARE A PART OF THESE DOCUMENTS, 5�
DRAUJINGS AND 5PFGIFIGALLY THE ELEG7RIGAL PLAN. ���
MEGHANIGAL AND HvAG I
ALL MEGHAWCAL GONSTRUGTION,APPLJANCES, PARtS AND INSTALLATION
SI-IALL GOMPLY WITI-I TI-IE FOLLOLLHNG�
1. ALL CsAS APPUANGE9 GONNECTIONS, LOGATION9 AND INSTALLATIONS
9HALL 8E PROTEGTED.
2.PROVIDE 6"CLEARANGE ON COMBU9710N AIR SIDE OF FURNACE ROOM
AND 30"IN DEPTH, WID7H AND HEIGI-IT FOR WORKING SPACE AND
PL4TFORM.
3. ALL HBATING AND GOOUNG EQUIPMENT LOGATED IN A CsARAGE AND
GENERATES A CsLOW, SPARK OR FLAME AND GAPASLE OF ICsNITING
FLAMMABLE vAPOR9 SHALL BE INSTALLED WITH PILOT AND BUT2NERS OR
1-{EATING ELEMEN7S AND SUJITGHES A7 LEAST IS"ABOVE THE FLOOR LEVEL
AND PROtEGtED FROM IMPAGT.
'
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�30LINC��%
1��SI C�N
S��Y�G�S
1248 RAGNEL ROAD
SAN PABLO, GAIJFORNIA 94806
i0)516.�9�.i8d2
��)510.'195.8102
�G)510.918.1953
WEB SItE� WWW.80LINCs�RDESIGN.GOM
EMAIL� BRUGE�BOIJNGERDESIGN.GOM
FORENSIG BUILDING INVESTIGAtORB
RESIDENTIAL BUILDING DESIGN�RS
BUILDING INSPEGTORS
PLAN EXAMINERS icc
PLANNERS
�+�r+enau�caoE cw+ca
��
1.THi9 SHEET IS PART OF A SET AND IS NOT
INTENDED TO HE USED ALONE..
2.THIS SHEE7 19 NOT TO BE UBED fOR
CONStRUGTION UNLESS THE DESIGNER�9/
STRUGTURAL ENCsiNEER�B STAMP AND
51GNATURE APPEAR ON 7HE DRAWINGS
AND THE 9TATU8 BOX INDIGATES DRAIUINGS I,
HAVE B�EN RELEA9ED FOR CONSTRUG710N.I
3.THESE PLANS AND PRINTS THEREOF,AS '
INSTRUMSNTS OF SERVIGE,ARE OWNED B1'
BOUNGER DE91GN SERVIGES AND ARS FOR
USE ON TI-IIS PROJEGt ONLY.
REPRODUGTIONS AND/OR DI5TR16UtION
tlllTl-IOUT PRIOR GONSENT FROM BOUNGER
DESICsN SERvIGES IS FOR8IDDEN.
4.COPYRIGHT BOUNGER DESIGN SERVIGEB,
1982-2914.
REvISION HIStORY�
REvISION� DATE�
�
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11�Pi�01��1"I�N�'
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PETER NELSON
23100 YIA ESPL.ENDOR
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GUPEi�TINO, GA
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4. ALL GA8 APPUANCE COMPARTMENT DOOR9 SHALL BE 2d"MINIMUM IN �Ii�EPLAGEB, DEGORAtivE CsAS APPUANGES AND
wivrH. C=qg LOG MEASURES�
5. ALL GAS FIRED APPUANGES SI-!ALL GOMPLI'IUITN THE REQUIREMENTS
OF TITLE 24,GEG,2013 EDITION. S►56CE�A� MASONRY OR FACTOR7-BUILt FIRSPLAGES HAvE A GLOSABLE
6. ALL VENTILA710N AND AIR 9UPPL7 SHALL GOMPLY WITH GMC, 2813 ME7AL OR GLASS DOOR GOVERiNG THE ENTIRE OPENINCs OF THE FIREBOX
EDITION, GHAP7ER 4, SEGTION 482.1 tHROUGI-I 418.5 AND RELATED
TABLEB. SI50CE�B�MASONFt1r OR FAGTORY-SUILT FIREPLAGES HAYE A GOMBU9TION
8.ALL BA71-{ROOM AND LAUNDRY vENtILATING FANS SHALL BE GAPABLE OUTSIDE AIR INTAKE, UJNIG-I IS At LEAST SIX 9QUARE INCHEB IN AREA IS
OF A MItJIMUM OF TSN(10)GOMPLETE AIR GHANGES PER HOUR EQUIPPED WITN A READiLY ACGESSIBLE, Of'ERABLE AND TIGHT-FITtINCs
9.ALL EXHAU9T SY9TEM8 REQUIRETIENTB 61-IALL GOMPL7 WITH CMG,2013 DAMPER AND OR COMBUSTfON GONTROL-DEVIGE.
EDITION, GHAPTER 5, SECTION 502.0 THROUCsI-I 511.8.d AND RELATED
TABLES. 8156CEh� CONTINUOIJZ 9URNING PILOT LIGH79 AND THE USE OF INDOOR AIR
16. ALL FAN9 AND/OR OTHER EXHAUST SYSTEMS REMOVING AIR FROM FOR GOOLJNG A FIREBOX,U1HEN tHAT D001�IS vENtED TO THE OUTSIDE OF
7HE BUILDING t0 71-IE OUTSIDE SNALL BE PROVIDED WItH BAGK DRAFT T4-!E 6lNLDING,ARE PROHIBITED.
DAMPERS OR AUTOMATIC DAMPERS TO PREVENT Alfi LEAKAGE. SPAGE GONDItIONING, WA7ER HEATING � PLUMBING
It. WHEN A WATER HEATER OR GAS FURNACE IS LOGATED IN tHE S1'StFM MEASURES�
GARAGE AND A MAN DOOR AGGESSES THE NOUSE FROM THE GARAGE,
PROVIDE ONE (1)SQUARE �NGH OF GOMBUSTION AIR PER 1,000 BTU�S g��0-5113�NAVOG EQUfPMENT,WATER HEATERS,SI-!OW HEADS,FAUGETS AND
RATING. WAtER NEATER GOMPARTMENTS SHALL HAVE 7W0 (y) ALL OTNER REGULATED APPUANGES ARE G�RTIFIED Bl' THE ENERGY
PERMAN�NT OPEMNG9, ONE CI)UIITHIN tUIELVE CI�7' OF THE TOP AND (I) GOMMI9SION.
WITHW G2")OF THE BOtTOM OF THE EhICLOSURE. 9I13(Gir WATER HEATING REGRGULATION LOOPB SERViNG MULTIPLE
12.ALL DUGT SYSTEMS 9NALL COMPL7 WItH,GMC,2013 EDI710N,CHAP7ER DWEWNG UNITS AND HICsH-FZISE RESIDENtIAL OGGUPANGIES MEEI' THE AIR
6,SEGTION 601.1 THROUGH 609.0 AND RELATED TABLEB. RELEASE VALVE, SACK FLOW PREVEN710N, PUMP ISOLATION VALVE AND
13. ALL HEATING AND GOOLJNG DUGT INSTALLATION REQUIREMENT9 SHALL REGIRGULATION LOOP CONNEGTION REQUIREMENTS OF SI13CG�.
BE IN AGGORDANGE WITH, CMC, 20I3 EDITION, GHAPTER 6, SEGtION
664.0 8115� GONTINUOU3LY BURNING PILOt UGHTS ARE PI20HIBITED FOR NATURAL
14. ALL AIR DUGTS SHALL BE GONSTRUGTED, INSTALLED AND INSULATED CsAS� FAN-TYPE GENTRAL FURNAGES, HOUSEHOLD COOKING APPUANGES
AGGORDING TO GMG,2013 EDItION, GNAPTER b, SEGTION 68I.1 THROUGH (qPPLANCE9 IUITN AN ELEGTRIGAL SUPPL1r vOL7AGE GONNEGTION lU1TH
609.8 AND RELATED TABLES. PIL07 LJGHTS THAt CONSUME LESS THAN 150 BTU/HR ARE EXEMPT, AND
15. ALL DUCTS PENEtRA71NG FIRE WALLS SHALL BE MINIMUM OF Z6 GAUGE POOL AND SPA 1-lEATERS.
�sALVANIZED SHEET MSTAL'
ib. PROVID� MINIMUM I" GLEARANGE 6ETUJEEN GLASS "B" VENTING AND g���H2 HEA71NCs ANDlOR GOOLJNCs LOADS ARE GALCULATED IN
3/8"CLSARANGE BETWEEN"BlU"vENtING AND GOMSUSTIBLE MATERIALS. AGGORDANGE U11T1-I A9HRAE,9MAGNA OR AGGA.
I�. ALL COMBUSTION AIR REQUIREMENTS SHALL GOMPLT WITH CMC, 2013
EDItION, GHAPTER 1, SECTION �01.1 TNROUGH �01.ti AND RELATED S��U} HEATING SYSTEMS ARE EQUIPPED LUITN THERMOSTATS MUCH MEET
FICsURE9. TI-IE SETBAGK REQUIRFMENTS OF SEGTION 112(G).
18. AL1. SOLID FUEL, OIL, AND GAS FIRED FURNAGES REQUIf2E OUTSIDE
ATTIC AND/OR UNDER FLOOR COMBU9TION AIR MIX AND LOGATION � g�50CJ)AI� STORAGE GAS IUATER HEATERB RATED IUITH AN ENHR�sI'
G G 201 DI710N
I T S COMPLI' WITH M 3 E
GOMBUSTION AR VEN S 1-1ALL FACTOR NO GREATER TI-IAN THE FEDERAL MINIMUM STANDARD ARE
CHAPtER �, SEG710N �01.1 THROUGH �11.6 AND RELAtED TABLES AND �MERNALLY IURAPPED WITH INSULATION HAVING A iN9TALLED THERMAL
FICsUREB. RE5ISTANCE OF R-12 OR GREATER.
19. ALL G-NMNS7 AND VENT REQUIF2EMENTS SHALL GOMPLY WITI-I GMC,
2013 EDITION,GHAPTER 8,SB�TIQN 9el.t THROUGH 803.Z.6 AND RELATED 815eCJAB� UNFIRED StORACsE TANiCB, SUGH AS STORAGE TANiCS OR
TASLES. GBG,2013 EDITION,CHAPTER 2I. BAGK-UP TANiCB FOR SOLAR IUATER-HEATING, OR OTHER INDIREGT NOt
28. ALL.VENTS,IN EMERIOR UJALLS SHALL BE TURNHD 6AGK A MINIMUM WATER tANKS HAvE R-12 EXTERNAL INSULATION OR R-Ib INTERNAL
OF 2�-0" INtO THE RAFTER SPACES BEFORE RAISINCs VER7IGALLY AND INSULATION UJHET2E THE IhttERNAL INSULAtION R-VAWE IS INDIGATED ON tHE
PENBTRATING THS ROOF. CSXGEPTION "OPEN 6EAM" GEILING OGGURS) EXTERIOR OF tHE 7ANK
ALL VENTS AND/OR DUCtB WHIGH PENSTRATE ROOFS OR EMERIOR
WALLS SHALL BE PROPERLI'SLEFIIED,FLA9HED AND COUNtER-FLASHED. 8�50CJh� FIRS7 FfVE C5) FEET OF I-IOT IUATER AND GOLD UJAtER PIPES
2I. ALL INSTALLATIaN OF SPEGIAL EQUIPMENT SI-IALL GOMPLY WIt4-1 GMG, GLOSEST TO THE UlA7ER HEATER TANK,NON-REGIf2CULAtiNG SY87EMS AND
2013 EDI710N,CHAPTER 9,SEG710N 961.1 THROUGH 935.5. ENTIRE LENGTN OF RECIRGULATING SEGTION8 OF HOt UJAtER PIPES AR�
22. ALL CLO7HE8 DRYERS SHALL BE VENTED TO THE OUT9IDE,GMG,2013 INSULATED PER STANDARDS TABLE 1�6-B.
EDITIaJ,CHAPtEfi 9,SEG710N 908.2.
13. ALL STEAM AND 4-!OT WATER BOILER REQUIREMENTS SI-IALL GOMPLY 5156(JYl� GOOLING SYSTEM PIPING (SUCTION, GHILLED IUATER, OR BRINE
UJITH GMG,2013 EDITION,CHAPTER 10,SEGTION 1000�.0 THROUGH I025.0 LINE9), AND PIPING INSULATED BE?WEEN NEATING SOURGE AND INDRECT
AND RSLATED TABLES. HOT WATEF2 TANK 9HALL BE ItJSULATED t0 TABLE 158-8 AND EQUATION
24.IF 7HER8 19 A 9EPARATE SET OF MECHANIGAL DRAWINGS AND DSSICsN 156-A.
FOR TNIS PROJEGT AND APPROVED BY TI-IE LECsAL JURISDIGTION, US5
SAID DOCUMEN78 IN UEU OF THE ABOVE REQUIREIIENTB. 5158(JY2�PIPE WSULATION FOR StEAM Hl'DROrUC HEATING 51'5TEMS OR NOT
MANDAtORY(tItLE24)ENERCxI'GOMPLJANGE MEASl1RES� wAr�R SY9TEMS > 15 PSI, MEETS THE REQUIREMENTS OF STANDARD
NOTE LOIU-RISE RESIDENTIAL BIULDINCs8 9UBJEGT TO THE 9TANDARDS TASLEI23-A.
MUST GOMPLY WITH ALL MANDATORY MEA9URE8 U87ED,RECsARDLES9 OF SIb0CJi3A�INSULA710N IS PR07EGt FROM DAMAGE,INGLUDING THAt DUE t0
COMPUANGE APPROAGH USED. MORE StRINGENT ENERGY MEABURES g�NLJGHT,M0187URE,EQWPMHNT MAINTENANGE AND UJIND.
LISTSD ON THE GERtIFIGATION OF GOMPLIANGE CGF-I R,CF-I R-ADD OR
CF-IR-ALT FORM)SNALL SUPER9EDE tHE ITEMS MARKED WITH C•)BELOUI. 5150(J}3A� INSULATION FOR GHILLED UJATER PIPING AND REPRIGERANT
THIS MANDAtORY MEASURS SUMMARI' 91-IALL BE INCORPORATED INTO g�TION LINES INGLUDES A VAPOR RETARDANT OR IS ENCLOSED ENtIRELY
7HE PERMIT DOGUMENT9, AND T1-IE APPUGABLE FEATURES SI-IALL 6E IN CONDITIONED SPACE
GON°vIDERED B1r ALL PARTIES AS MINIMUM GOMPONSNT PERFORMANGE
SPEGHGATIONS UJHE7HER THE1'ARE SHOWN ELSEWNERE IN THE DOGUMEN7 5150(JM� 50LAR WATER-HEATING Sl'STEMS AND/0R GOLLECTORS ARE
OR IN TI-!E SUMMARY. GERTIFIED BY tHE 30LAR RATING AND GERTIFIGATION CORPORATION.
BUILDING ENvELOPE MPASUR�S�
SII6iA�� DOORS AND WINDOUJS BETWEEN CONDITIONED AND SI56(Mi5� ALL AIR-DISRtBUTION BYSTEM DUGT9 AND PLENUMS INBTALLED,
UNGONDITIONED SPAGES ARE MANUFAGTURED TO UMIT AIR LEAKAGE. ARE SEALED AND �NSULATED TO MEE7 THE REQUIREMEtJTS OF GEG
SII6(Ak� FENESTRA710N PROPUGTS (EXGEPT FISLD WINDOW9) HAYE A SECTION9 601,601,b03,604,605 AND STANDARD 6-5�SUPPLI'-AIF2 AND
LABEL LIS7ING THS GERtIHED U-FAGTOR, CSRTIFIED SOLAR HEAT GAIN RETURN-AIR DUGTS AND PLENUMS ARE INSULATED TO A MIWMUM IN3TALLED
GOEFFIGIENT(SI-!GG)AND INFILTRATION THAT MEE75 71-IE REQUIREMENTB OF �YEL OF R-4.2 OR ENGL03ED ENTIREL1r IN GONDi1'ION SPAGE. OPEPtlNGB
Si0-Illi�. SI-IALL BE SEALED WITH MASTIC, TAPE OR OT1-ISR DUGT CLOSURE SYSTEM
911'1� EMERIOR DOORS AND WINDOUIS ARE UlEAtHER-STRIPPED- ALL THAT MHETS THE APPUGABLE REQUIREMEN7S OF UL I81,UL ISIA,UL ISIB
D NS SE4LED.
JOIStS AND PENEtRATIONS ARE GAULKE A AEROBOL SEALANT THAT MEETS THE REQUIRSI'1ENTS OF UL 713. IF MASTI
SIIS(A2 �NSULATION SPEGFIED OR INStALLED MEETS STANDARDS FOR OR TAPE IS USED TO SEAL OP�NGS GREATER THAN 1/4 INCH, TH
INSULATING MATERIAL INGLUDE 7YPE AND IND�GATE ON GF-bR FORM. GOM8INATION OF MASTIG AND EI7HER ME91-I OR TAPE SHALL BE USED.
SIISU2 T4-IE THERMAL EMITtANCE AND SOLAR RSFLEGTANGE vALVES OF
TNH GOOL ROOFING MATERIAL MEETS THE REQWREMENTS OF SIISQ)WHEN SI56(Mkoa BUILDING GAVITIES, SUPPORt PLA7FORMS FOR AIR HANDLERS,
THP INSULATION OF A GOOL ROOF IS SPEGIFIED ON tHE GF-IR FORM AND PLENUMS DEFiNED OR GONSTRUCTED WITH MATERIALS OTHER tHA
•115CA� MIWMUM R-19 INSULAFION IN WOOD-FRAMED GEIUNCsS OR SEAL�D SHEET METAL, DUGT BOARD OR FLEkIBLE DUCT SI-IALL NOt B
EGiUIVALENT U-FAGTOR. USED FOR CONVEI'ING CONDITIONED AIR. BUILDING GAvitIES ANS SUPPOR
S150CB� LOOvE FILL INSULATION SHALL GONFORM WITH MANUFAGTURER�S PLATFORMS MAY GONTAIN DUGTS. DUGtS INStALLED IN GAVITIES AN
INSTALLED DESICsN LABELED R-vALUE. 5UPPORt PLATFORM9 SHALL NOT BE GOMPRESSED t0 GAUSE REDUG710N
8156CG� MINIMUM R-13 INSULA710N IN WOOD-FRAME WALL OR EQUIVALENT �N THE CROSS-SEGTIONAL ARE.4 OF THE DUG75.
U-FACTOR. SI56�M) 7� EXHAU9T FAN SYSTEMS HAVE BAGK DRAFT OR AUtOMATI
�8150(Di MINIMUM R-13 MSULATIpN IN RAISED WOOD-FRAMED FOR � DAMPERS.
EQUIVALENT U-FAGtOR.
�8150(F� AIR RETARDING lUieAP IS TESTED, LASELED, AND INSTALLED g�50CM� GRAVI7l' vBNTILATING STSTEMS SERVING CONDItIONED SPAC
AGGORDINCs TO ASTM Elb1'I-95i2690) WHEN SPEGIFIED ON tl-IE GF-IR HAvE EJTHER AUTOMATIG OR READILY AGGE551BLE, MANUALL7 OPERA7
FORM. DAMPERS.
S190iCs� MANDATORY vAPOR BARRIER INSTALLED IN GUMATE ZONE Id
��fO� SI56CMk�� INSULATION SI-IALL DE PROTECTED FFtOM DAMAGE, INCLUDIN
8150(I�UJATER ABSORPTION RATE FOR SLA6 EDGE IN9ULATION MATERIAL tNAT DUE TO SUNUCsHT, MOISTURE, EQUIPMENT MAINTENANCE AND WIND
ALONE WITHOUt FAGINGS IS NO GREATER 71-IAN 0.3�� WATER vAPOR GELLULAR FOAM INSULATION SHALL BE PROTECTED UJITH A GOATING THAT I
PERMBANCE RATE IS NO GREATER THAN 2.6 PERM/INGH AND SHALL BE �ATEft RETARDAN7 AND PROVIDES 9HIELDING FROM SOL4R RADIATI
PROTEGTED FROM PHY9IGAL DAMAGE AND Uv UGNt DE7ERIORATION. ruer r-eu r-ei�aF r�c�aeoetinN nF tuF r�teT�aieL
5150(M�e�FLEXIBLE DUGTS GANNOT HAvE POROUS INNER CORE9
St50(J�B� UNFIRED STORAGE tANK5, SUGH AS BTORAGE TANiCB OR
BAGK-UP TANKS FOR SOl�4R IUATER-HEATING, OR OtHER INDIRECT NOt
lUA7ER TAN1G5 NAVE R-12 EMERNAL INSULATION OR R-Ib INTERNAL
INSULAtION WHERE THE INTERNAL INSULAtION R-VALUE 19 INDIGAtED ON THE
EX7ERIOR OF tl-IE 7ANK
5150(J71� FIRST FIVE ��� FEET OF 1-{OT WATER AND GOLD WAtER PIPES
CL05EST TO THE WA7ER 1-lEATER TANiC,NON-REGIRGULATING SYSTEMS AND
ENTIR� LENGTH OF REGIRCULATING 9ECTIONS � HOT WATER PIPES ARE
iNSULATED PER 87ANDARDS TABLE 150-8.
8150CJ71� COOLING SYSTEM PIPING (SUGtION, C1-IILLED UTATER, OR BRINE
UNE9), AND PIPING INSULAtED BEtWEEN HEATING SOURCE AND INDREGT
H07 IUATER tANK 9NALL BE INSULATED TO 5150�0� ALL DIUEWNG UNITB
SHALL MEET THE REQUIREMENTS OF ANSI/ASHRAE STANDARD 62.2-2001
VENTILATION AND AGGEPTABLE INDOOR Alli QUAUtY IN LOW-RISE
RESIDENTIAL BWLDINGS. IUINDOW OPERAtIONB IS NOT A PERMISSI6LE
METI-{OD OF PROVIDINCs THE WNOLE BUILDING vENTILATION REQUIRED IN
SEGTION 4 OF THE STANDARD.
POOL AND 5PA HEAtINCs S'1rSTEMS AND EQUIPMENt
MEASURES�
Slld(Ak ANY POOL OR SPA I-IEATING SYSTEM SHALL BE CERTIFIED TO HAVE�
A THERMAL EFFIGENGY THAT GOMPLIES UJItH THE APPUANGE EFFIGIENCY
RECsULAtiONS% AN ON-OFF SWITGN MOUNTED OUT3IDE OF TNE HEATER% A
PERMANENT UJEAtHERPROOF PLAtE OR GARD IUITH OPERAtINCs
INSTRUGTIONS% AND 9HALL NOT WE ELEGtRIG RESISTANGE HEATING OR A
PfLOT LIGHT.
911dC8�� ANl'POOL OR SPA NEATING EQUIPMENT SHALL BE INSTALLED UJITH
A LEAST 36" OF PIPE BEtWEEN FILTER AND HEATER, OR DEDIGATED
SUGTION AND RETUf2N LJNES,OR BIULT-UP CONNECt10NS FOR FUtURE 90LAR
NEATING.
8114(B71� OUTDOOR9 POOLS OR 9PA5 THAT HAVE A HEAT PUMP OR GAS
HEAtER 91-IALL NAvE A GOVER.
Sit+1C6}3�POOL 9HALL HAVE DIRECtIONAL INLETS THAT ADEQUATELY MIX THE
POOL WATER, AND A TIME SUJITGH TNAT WILL ALLOtU ALL PUMPS TO BE SET
OR PROGRAMMED TO RUN ONLY DUFtING OFF-PEAiG ELEGTRIG DEMAND
PERIOD.
5115(P�RESIDENTIAL POOL Sl'STEMS OR EQUIPMENt MSET TNE PUMP SIZING,
FLOU1 RATE,PIPING FILTERS AND VALvE REQUIREMEN75 OF SI15(P).
RE51DENtIAL LIGHtINCa MEASURES�
5150CK�� HIGH EFFICAG1r LUMINARIES � LED L1GH7 FRAME ENCsItJE U11TH
INTEGRAL HEAT SINK NA9 AN EFFIGACY TI-IAt 19 NO LOWER THAN THE
EFFICAGOUS CONTAItJED IN tABLE 150-G AND iS NOT A LOW EFFICACY
LUMINARIES Ag SPEGFIED SI56(K71.
SI59(K}3�THE WATTACsE OF PSRMANENTLI'INSTALLED LUMINARIES SHALL 6E
DETPRMINPD AS SPEGIFIED 87 SI30iD).
8156CK�4� BALLAST FOR FLUOREBGENT LAMPS RATED 13 WATTS OR
fsRE.4T5R SNALL BE ELEC7ROWG AND S1-IALL HAVE AN OUTPUT FREQUENCY
NO LSSS 7HAN 20KHZ
SI56iK�'r PERMAN�NtLY INSTALLED MIGHT UGNTS AND IJIGHT UGHTS
INTEGRAL TO A PERMANENTLY INSTALLED LUMINARIES OR EXI-IAUS7 FAN
SHALL GONtA(N ONLY NIGI-1 EFFICAG7 LAMP5 MEETINCs THE MINIMUM
SFFIGAGIOUS GONTAINED IN TABLE 150-C AND SHALL NOT GONTAIN A
UNE-YOL7AGE 50GKET OR UNE-VOLTAGE LAMP HOLDER% OR SHALL BE
RATED TO GONSUI'1� NO MORE TNAN FIVE (5) UJAtTS OF POWER AS
DE7ERMINED B7 8130CD). AND SNALL NOt CONTAIN A MEDIUM SGREUI 6ASE
90CKET.
St59(Kk�� LICsHTING INTEGRAI. TO EXNAUST FANS, IN fi00MS OTI-!ER THAN
KITCHENS,SHALL NEEi7 tHE APPUGABLE RHQUIREMENtS OF SI50CK)
SI56CiC71� ALL SWITG1iING DEYICES AND GONTROL9 SHALL MEET tl-IE
REQUIREMENTS OF S150(K71.
S150CK� A MINIMUM OF 5e PERGEN7 OF 7HE TOTAL RATED WATTAGE OF
PERMANENTL7 INStA11ED LIGI-ItiNG IN KITGHENS SI-IALL BE HIGI-{ EFFIGACY.
i�XGEPtiON2 UP TO 50 WATTS FOR DWEWNG UrllTB LESS THAN OR EQUAL TO
g 2 500 S.F OR le0 WATTS FOR DWEWNG UNITS LAtER tHAN 2,560 B/F MAY
� SE EXEMPT FROM TNE 80�i NICsN EFFIGACY REQUIRETIENT WHEN� ALL LOW
G EFFIGAGY LUMtNARtES IN TI-IE iCITGHEN ARS CONTROLLED BY A MANUAL ON
� OGGUPANT SENSOR,DIMMER, ENERGY MANAGPM£Nt SYSTEM CEMGS),OR A
MULti-SGENE PROCsRAMMABI.E GONtROL Sl'9TEM% AND ALL PERMANENTLI'
INSTALI.ED LUMINARIEB IN CsARAGEB, L4UNDR7 ROOMS, GLOSETS GREATER
THAN '10 S/F AND UTIUTI'ROOMS HI�sN EFFIGAGI' AND GONTROLLED BY A
MANUAL-ON O.G.
N
� 8156CK)PERMANENTLY INSTALI.ED UGHTING TFiAt IS INTERNAL TO GABINET9
T SHALL U9E NO MORE THAN 28 WATTB OF POIUER PER LtNEAR FOOT OF
p ILLUMINATED GABINET.
S
Si�eCK�O�PERMANEP�TLY INSTALLED LUMINARIES IN SATNROOM,ATTAGHED
AND DETACI-IED GARAGES, LAUNDRY ROOMS,CLOSET AND UtIUtY ROOMS
G SI-{ALL BE HIGH EFFIGACY.
E>cCEPT10N i� PERMANENTLT INSTAl18D LHO EFfIGAGY LUMINARIES SHALL
BE ALLOWED PROVIDED THAt THEI'ARE GONTROLLED S'i'A MANUAL-eN
� OGCUPANGY SENSOR GERTIFED TO GOMPLY U11T1-f THE APPUGABLE
REQUIREMENTS OF 8119.
� EXGEPTION 2� PERMANENtLY INSTALLED LOIU EFFIGAGY WMINARIES IN
GLOSETS LEBS T►-{AN'10 S/F ARE NOT REG2UIRED TO BE CONTFtOLLED Bl'A
MANUAL-ON OGGUPANGI'SEN50R.
G
• 9158CCK�1� PERMANENTLI' INSTALLED LUMINARIES LOGATED IN ROOM9 OR
5 AREAS OTI-IER tHAN KITCHENS,SATHROOMS,GARAGES,LAUNDRY ROOMS,
ON GLOSETS AND UTIUTY ROOMS SHALL 6E HIfsH EFFIGAGY WMINARIES.
EXGEPTidd I�PEiZMONENTLY INBTALLED LOW EFFIGAGY I.IJMINAtilEB SHALL
BE ALLOUJED PROVIDED THEI' ARE GONtF20LLED Bl' EITHER A DIMMER
SWITGH THAT GOMPLIES UJITH TI-1E APPUGABLE REQUIREMENT9 OF 8119, OR
61'MANUAL-ON AGGUPANT SSTISOR TNAT GOMPUE8 UJITH TI-IE APPLJCABLE
REQUIREMENTS OF 8119. EXGEPTION 2� LIGI-lTINCs IN DETAGHED STORACsE
BINLDING LESS THAN 1000 S/F LOGATED ON A RESfDENTIAL SITE IS NOT
REQU�RED FO GOMPLY WITN SI5e(K�I.
9190iK�7 LUMINARIES RECESSED INTO INSULAtED GEIUNGS S4-IALL BE USTED
FOR ZERO GLEARANGE INSULA710N GONTAGT UG) BTU UNDERUJRI7ER8
LABORAtOR�ES OR OTHER NATIONALLY REGOCsWZED TESTINfs/RATING
LABORATORY% AND 1-lAVE A LABEL TI-IAT GERTIFIED THE LUMINARIES Wltl-I
AIR LEAKACsE LE99 TI-IAN 2.e GFM AT 15 PASGALS WHEIJ tEStED W
AGCORDANGE WITN ASTM E283%AND NE SEALED IUItH A GASKET OR CAULK
BETWEEN TI-IE LIJMINA}?IE9 NOUSING AND GEIIJNG.
SI50CK�3 LUMINARIES PROViDING OUTDOOR UGHTING, INGLUDING FOR
PRIVATE PATI09 W LOW-RISE RESIDENTIAL SUILDINGS WITH FOUR OR MORE
DWEWNG UhpTS, ENTRANGES, BALGOMES, AND PORGHES, WHIGH ARE
PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER
BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFIGACY. EXGEPTION I�
PERMANEN7L7 INStALLED OUTDOOR LOW EFFIGACY LUMINARISS SI-IALL BE
ALLOWED PROVIDED THAT THEI' ARE CONTROLLED BY A MANUAL ON/OFF
9WITGH,A MOTION 9ENSOR NOT HAViNG AN OVERRIDE OR BYPASS SWITGH
THAT DISABLE9 THE MOTION 9ENSOR, AND ONE OF THE FOLLOU1�NCs
CONTROLS� A PNOTO GON?f20L NOT HAvING AN OvERRIDE OR 81'PASS
9WITGH TI-IAT DISABLES tHE PN070 GONTROL� OR AN A97RONOMICAL TIME
GLOGK NOT HAVING AN OVERRIDE THAT DISABLSS THE AStRONOMIGAL TIME
GLOCIG% OR AN ENERGY MANAGEMENt GONTROL SY9TEM (EMCS) NOT
I-IAvING AN OVERRIDE OE BYPASS 9WITC!-{THA7 ALLOtUS 7HE LUMINARIES TO
8E ALlUA7S ON EXCEPTION 2� OUTDOORLUMINAIRE9 USED 70 GOMPLY WiTN
ExGEPtION I TO SI50�KA3 MAY BE GONti20LLED BY A TEMPORAR1r
OVERRIDE SWITGI-I lUl-IICI-I B7PASSEB tHE MOTION SENSINCs FUNGTION
PROVIDED THA7 THE MOTION SENSOR IS AUTOMATICALLY REAGTIVATED
WITH�N SiX(b)HOURS. EXGEPTION 3�
PERMAIJENtL7 INSTALLED LUMINARIES IN OR AROUND SUJIMMING POOL,
UTAtER FEAtURES OR OTHER LOGATION SU6JEGT TO ARTIGLE 680 OF THE
CALFORI�pA ELECTRIGAL GODE NE�D N07 BE HICs1-I EFFIGAGI'LUM�NARIES.
815�iK�4� �NTERNALLY ILLUMINATED ADDRESS SIGN9 SHALL GOMPLY UJITH
SEGTION i48�OR NOT CONtAIN A SCREUJ-6ASE SOCKET,AND GON9UME NO
MORE tHAN FIVE C5)UJATTS OF POWER AS DETERMINED AGGORDING TO
5130(D).
SI59CK)`tir LIGHTINCs FOR PARKINCs LOTS AND CARPORTS U11TI-I A tOTAL OF
EICsHT C8) OR MORE vEl-IICLES PER SITE 51-IALL GOMPLY UIItH TI-IE
APPLICABLE REQUIREMENtS IN SEGTIONS 13e, 132, I34 AND td1. UGHtING
FOR PARiCING GARACsES FOR EIGHT CS) OR MORE YE4-IICLES SNALL
GOMPL7 WITH TF-IE APPLGABLE REQUIREMENTS OF SEGTIONS 130, 131, 134
AND 146.
8150<K�6� PERMANENTL7 INStALLED LIGHTING ItJ THE ENGLOSED,
NON-DWELLING APAGES OF LOW-R19E RESIDENTIAL BUILDINGS 1U171-!FOUR(d)
OR MORE DWEWNG UWtS SNALL BE HiGH EFFICAGY LUMINARIES.
EXGEPTION�PERMANENTL7 INSTALLED LOW EFFICACY WMINARIES SHALL BE
ALLOUJED PROVIDED tHAT TNEI' ARE GONTROLL£D BY AN OCGUPANT
SET180RCS) GERtIFIED TO GOMPL1r WITH THE APPUGABLE REQUIRETIENTB
OF 5119.
2013 GALI�ORNIA GR�EN BuILDING StANDARDS GODE�
GALIFORNIA GREEN BUILDINCs STANDARDS GODE, GALGREEN, GAUFORNIA
CODE OF REGULATIONS,TITL.E2d,PAR7 11.
1.ALL ADMINISTRATIVE REQUIREMENTS SI-IALL COMPLY WITH GG9SG,
2013 EDITION,CNAPtER I,SEGTION 181.1 TNROUGH 106.3.3.
2.ALL DEFINI710NS 9NALL COMPLY IUITH CGBSG,2013 EDITION,
GHAPTER 2,SEGTION 201.1 THROUGN�01.4 AND DEFINItIONS.
3.ALL GREEN BUILDING�tEQUIREMENTB�vHALL COMPLY U11TH CGBSC,
2013 EDITION,CHAPtER 3,SEGTION301.1 tHROUGH 306.1.1.
d.ALL RESIDENTlAL MANDATORY MEABURES SI-IALL COMf'LY WfTH
CGBSC,2013 EDITION,GHAP7ER 4,SEGTION 4.161.1 THROUG'sN 4.50�
AND 1�ELATED 7ABLES AND FICsURES.
5.ALL NONRES�DENTIAL MANDAtORI'MEASURES 51-{ALL
GOMPL7 WI7H GGSBC,2e13 EDITiON,GHAPTER 5,SEG710N 5.101
THROUGH 5.508 AND RELAtED TAHLES AND FIGURE9.
6.ALL REFERENGED ORCsANIZATIONS AND StANDARDS SHALL
GOMPLY UlitH CCsSBG,2013 EDITION,GHAPTER 6,SEGTION 661.1 AND
REFERENGES.
�.ALL MSTALLER AND 8PEGAL INSPEGTOR QUAUFIGATIONS SHALL
COMPLY WITH GGSBG,2013 EDI710N,GHAPTER'I,�01.1 THROUGH 103.1.
8.ALL COMPUANGE FORMS AND WORK9HEETS BHALL GOMPLY Witl-i
GGBSG,20t3 EDITION,GHAPTER 8,AND TA6LES,FCsUREB AND
WORKSI-I�tS.
9.ALL RBSIDSN7IAL vOLUN7ARY MEASURES SHALL GOMPLI'WITH
CGSSG,2613 EDITION,GHAPtER A4,SEGTION A4.101 THRQUCsN? - •���
A4.�61.1,AND RELATED TABLES,FiGURES AND FORMS. ' • - i
t0.ALL NONiiE81DENTIAL VOUJNTAR7 MEASURES HALL CQMf?L7 t�ITH
CCsS$C,2013 EDITION,GHAPtER A5,SEGTION A5J61.ITHROLKsH ' �
A8.505.2 AND RELATED TABLES,FGURES AND FORMS. �, � - ' �
ti•. _�� .: � �.:�
PWMBING NOTES FOR WATER GONSERvATION�
I. WATER CLOSETS 51-IALL HAVE AN AvERAGE UJATER GONSUMPTION OF NO
MORE THAN 1.28 CsALLONS PER FLWH(GCsSG 4.363J.1.)
2. 9HOWER I-{EADS SHALL HAVE A WATER FLOU/ RATE OF NOT MORE THAN
2.0 CsALLONS PER MINUTE AT 80 PSI CCCsBC d.303.t.3.i).
3.TI-IE MA)dMUM FLOW RATE OF RE3lDENTIAL LAvAtORY FAUGETS SHALL NO?
EXGEED 1.5 GALLONS PER MINUtE AT 60 PSI.(GGBG 4.303.1.4.1.)
4. THE MA�OMUM FLOIU RATE OF KITCHEN FAUCE7S SHALL NOT EXGEED I.8
GALLONS PER MINUTE AT 69 P81.(GGSG 4.303.I.4.4)
5. MAkIMUM 1-IOt WATER TEMPERATURE DISGHARCsE FROM TI-IE
BAtHTUB,SI-IqUER AND UJI-IIRLPOOL BATHTUB FILLER SHALL NOt EXCEEDI26
DEGREES FANRENHEIT. UJAtEi2 HEATER 7HERM05TAT SHALL BE BE 7HE
GONTROLLER OF 71-IIS PROVISION.
6. vEW71NG FOR ISLAND FIXTIJRES (vSG. SINK) SHALL 8E DESIGNED PER
SECt10N 909 OF T1-IE CPC.
�
�-30�1 NC��i�
D�51 C�N
S� �'Y�G�S
1248 RAG�IEL ROAD
9AN PABLO,GALJFORNIA 94806
�O)510.'195.�842
CP)519.798.0102
CG)510.918.1993
WEB SITE� WWW.BOLJNGERDESIGN.GOM
EMAIL� BRUGE�BOLJNGERDESIGN.GOM
FORENSIG BUILDING INvESTIGsAtORS
RESID�NtIAL BUIL.DING DESICsN�RS
Bu�wiN�iNSPECror�s
PLAN EXAMINERS icc
PLANNERS
������
neroeie
1.THIS SI-IEET IS PART OF A SET AND IS NOT
INTENDED TO BE USED ALONB..
2.THIS SHEE7 IS NOT TO HE USED FOR
CONStRUG?ION UNLESS tHE DESIGNER'S/
STRUCTURAL ENGIN�ER�S StAMP AND
SIGNAtURE APPEAR ON THE DRAWINCsB
AND TI-!E STATUS BOX INDIGAtSS DRAUJINGS
HAVE BEEN RELEA9ED FOR CONSTRUGTION.
3.THESE PLANS AND PRINTS tHEREOF,AS
IN9TRUMSNtS OF SERVIGE,ARE OWNED 81r
BOUNGER DE°�IGN BERVIGE9 AND AR8 FOR
U3E ON TNIS PROJEGT ONLY.
REPRODUCTIONS AND/OR DI9TRIBUTION
WITHOU7 PRIOR GON9ENi FROM 60LJNGER
DESIGN SERvIGES 18 FORBIDDEN.
4.COPYRIGI-It BOUNCsER DESIGN
1982-2014.
REVISION i-IISTOR7�
REVI510N� DATE�
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PLUMB►NG NOTES FOR WATER CONSERvATION� (GONTINUED)
'1. GONTROL vALvEB AND SNOWERNEADS 9HALL BE LOCAtED BUCH THAT A.B.
TNE DISGHARGE DOES NOT SPRA1' DIREGtLT At tHE HNTRANCE A.G.
COMPARtMEN7 °.,O BATHER GAN ADJUSt PRIOR TO STEPPING INTO THE A.D.
SI-IOVJER SPRA7.(CPG 41t.16)
8. TANiG LESS IUAtER NEATER SHALL MEE? THE MINIMUM REQUIREMENT9 A9 ADJ
DE9IGNED IN tHE ENERGY COMPUANCE REPORt. A'�'�
SPIRAL STAIRWAYS�(R311,�.10) A
A. TREADS SHALL PROVIDE A CLEAR WALKINCs AREA MEASURING AT LEABT
16 INCHES FROM THE OUTER EDGE OF SUPPORTING GOLUMN TO THE INNER BD.
EDCsE OF HANDRAIL BEt.
B. A RUN OF AT LEAST 1.5 INGHES SHALL SE PROVIDED AT LEABT 12 INGHES BLDG.
FROM UIHERS THE TF2EAD IS tHE NARROWESt. BLKG.
C.TRE.4D RISE SHALL NOT EXCEED 9.5 INCHES. BM.
D.NEAD ROOr1 SHALL BE A MtNtlMUM OF 6'-b". BOt.
E HANDRAILS SI-IALL BE 3d TO 38 INCHEB A80vE 7HE NOSE OF TREAD9. BRG.
CR311.1.8.3) BSMT.
F. 7NE HANDR,41L PORTION SHALL NOT BE LESS tHAN 1.23 INCHE9 OR MORE B•u•
THAN 2 INGI-!ES IN GR098-SEGTION.
ANGHOR 80LT ABBREvIATIONS�
ASPHALT CONCRETE IN. INCH
ASSESS DOOR/AREA INGL INGWDED
DRAIN I.V. INVERT ELEvAtION
ADJU9TABLE IN9UL IN9ULATION
ABOVE FINISHED INT. INTERIOR
F�OOR
AT JAN. JANITOR
BOARD
BETWEEN
BUILDING
BLOCKING
6EAM
BOTtOM
BEARING
BASEMENT
BUILD-UP
�sT. �ast
JT. JOINT
4CIt. KItCHEN
L4M.
LB.
LL
LONGIT
L P.
LW.C.
G. GUARDS ON OPEN SIDE OF STAIRS SHALL HAVE INTERMEDIATE RAILINGS GAB. CABINET
SPAGED SO A SPHERE 4.318"IN DIA.CANNOT PA88 THROUCsI-I. CL GENTERLJNE
H. TRIANGUL4R OPEMNfsS FORMSD BY TI-IE RISER, TREAD AND 60ttOM CER. CERAMIC MA9.
ELEMENT OF A GUARDRAIL AT THE OPEhI SIDH MAY BE OF SUGH SIZE tHAT A G.J. GON7ROL JOINT MAtL
6"DIA.SPHERE GANNOT PASS THROUGH. GLG. GEILJNG MAX
GMU. GONGRETE MASONRY MEGH.
FOR StRUGTURAL NOTES, DE7AILS AND REQUIREMENtS
SEE SHEEt SI.t tHROUGH SHEEt 92.4 OR AS INDICAtED
BY STRUGTURAL SHEETS.
p i�2 °:�=/�'�_�'� . _- ..
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COL GOLUMN MET.
GONStR. CONSTRUGTION MFT2.
GONT. GON7INUOUS MIN.
GOORD. COORDINATE 1"IISC.
GORR. GORRIDOR
CSK. GOUNTERSINK CW
GtR. GEhITER N.
C. GI-lANNEL N/A
D. PENNY CNAILS) N.I.C.
DBL DOUBLE NO.
DET. DEtAIL N.7.5.
DI-I DOUBLE HUNG O.C.
Dlq. DIAMETEFi O.F.
DIACs. DIAGONAL O.H.
DIAPH. DIAPHRAGM ppN.
D.F. DRINKING FOUNTAIN/ pPp,
DOUGL4S FUR p1ap,
DIM. DIMENSION
L4MINATED
LAG BOLT
LIVE LOAD
LONCsITUDINAL
LOW POINT
UGHT UIEIGHT
GONGRETE
MA90NR1'
MATERIAL
MA�MUM
MEGNAhNpGAL
MEMSRANE
ME7AL
MANUFAGTURER
MINIMUM
MISGELLANEOUS
W.
w�
WD.
W.GL
tU.H.
w.i.c.
UJP.
W.P.J.
JOINT
W.R.
WT.
Ul.U1.F.
YD.
NEW
NORTH
NOT APPUGABLE
N07 IN GONTRACT
NUMBER
NOT TO SGALE
ON GENTER
OVERFLOW/OUtSIDE FAGE
OPPOvITE HAND/OVERHANG
OPENING
OPP051TE
OVERt-IEAD
DL DEAD LOAD PD. POCKE7 DOOR
DN. DOIUN PL PROPERt7lJNE
D.S. DOWN SPOUT PR. PAIR
DIUG. DRAWING PLYWD. PLYWOOD
DWLS. DOWELS P.S.F. POUND9 PER 8Q.FT.
DWR. DRAWER P.8.1. POUNDS PER 8Q.IN.
P.T. PRE88URE Ti2EATED
E. EA9T PLAS. PLASTER
�a �� PLA97. PLASTIG
E.B. EXPAN910N BOLT
EJ. EXPANSION JO{NT RD. ROOF DRAIN
EL ELEYATOR REf. REFER(ENG�
ELEV. EL.EvATION REINF. RflNFORGING(MENT)
ELEG. ELEGTRICAL RET. RETAM(fNG)
E.N. EIJD NAIL REQ.(D) REQUIR�/REQUIRED
ENG. ENGLOSURE REQMTS. REQUIREh1E1JtS
EQ. EG'�UAL
RO. ROOM
ENC. ENCLOSURP
EQ. EQUAL
E.UI. EACI-i UJAI' S.
EXT. EXTERIOR S.C.
(F,. DQStING gGHED.
SGD.
F FIXED s�.
F.D. FLOOR DRAIN g�'
F.F FIWI9HED FLOOR g�t'
FDN. FOUNDATION S.F.
F.E. FIRE EXTINCsUISHER �M'
FIN. FINI9H SNG.
FLR. FLOOR °'�F'
FLOUR. FLUORESGEIJ7 5�'��'•
F.A. FfELD NAIL SPEC.
F.O.B FAGE OF BRICK S•5•
F.O.G. FAGE OF GONGRETE STACsG.
F.O.M. FAGE OF MASONRI' STD.
F.O.P. FAGE OF PANEI. StIFF.
F.O.S. FAGS OF STUD STRL
F.P. FIREPF200F UNG)
FT. FOOt/FEET T'
F.S. FLOOR SINK T.G.
7.O.C.
GA. GAUGE T��'
GALV. GALVANIZED T•F'•
G.I. GALvANIZED IRON T'N'
GL GLASS T.O.
GLB. GWE LAM HEAM T.O.F.
Gl'P.BD. Gl'PSUM BOARD T•O.P.
T.O.S.
N.B. HOSE BIB T.O.IU.
I-I.G. HOLLOW GORE TtiANB.
HDR NEADER T�•
HDIUR. HARDWARE
1-IORIZ HORIZON7AL U..O.N.
HT. HEIGHT
H.V.A.G. HEATING,VENT�NG V.AT.
�AIR CONDITIOWNG V.B.
1-I.UI. HOT WATER VENT.
SOl1TH
SOUD CORE
SGHEDULED
SUDING GLA98 DOOR
9UDING GLASS IUINDOW
SINGLE HUNG
SHEEt
SQUAR�FOOT/FEET(S/F)
SIMILAR
SINGLE
SHSLF�POLE
SPAGNG
SPEGFIGATION
StAINLESS 9TEHL
STAGCsERED
STANDARD
STIFFEMED
STRUGtURAL
TREAD
TOP OF CURB
tOP OF GONGRETE
TONCsUE�Gf20vE
TOOLED JOINT
tOE NAIL
TOP OF
TOP OF FOOTING
TOP OF PLATE
TOP OF 9LAB
70P OF WALL
TF2ANSV8RSE
71'PIGAL
UNLE89 07HERlUISE NOTSD
vINYL ASBESTOS TILE
vAPOR BARRIER
VENTILATOR OR VENTILATION
vERTiGAL
wesr
WI7H
WOOD
WIRE CsLASS
WATER HEATEii
tUALK-IN-GL03E7
WATER PROOF
WEAKENED PLANE
WATER RESfBTQNT
�3UILDINCx DESIC�N L�CsEND�
NEW UlALL U11TH 2X4 STUDS A Ibu O.G.
E)dSTING UJALL TO REMAIN
r --- -�—, EXISTING WALL t0 BE REMOVED
�------------J
WEIUHt �—-----i,,—� EXISTING WINDOW TO BE REMOVED
WSLDED U1IRE FABRIG
� � E>d91TNG DOOR TO BE REMOYED
YARD
� jl
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EX18tING OPENINCs TO BE FRAMED
GL03ED.
----------------------------- NIDDEN UNE
— — — — — GENTER UNE
------------------ PF20PERTY UNE
OBJECT UNE
(E)EkISTING
5"-6"UJIDE
4'-0"HICsH
SCsW-SUDING GLASS WINDOW
�E��J"(o�BSC�W WINDOW NUMBER-SEE WINDOUJ
— — SGHEDULE
1
ChU NEW
3�-0"WIDE
b'-8"HIGH
EXT-EXtERIOR DOOR
�N�306SEiCT DOOR NUMBER-SEE DOOR
— — SGHEDUL.E
1
A GOLUMN UNE NUMBER
�
�'—-� — t'r'PIGAL GOLUMN LlNE INDICATION
�
�
__ UlORK POINT,GONTROL POINT
OR DATUM PaINT INDICA710N
—-— MATCH LlNE INDlGATION
E7AIL NUMBER
4
A�'� ETAIL GUT INDICATION
HEET LOGATION
ETAIL NUMBER
DIREGTION OF CUT
INDIGAtION
4 4
AI.I ------- AI.I
HEET LOGATION
-U)ALL SEGTION NUMBER
4
AI.t
ALL BEGTION CUt INDIGA710N
i-iEET LOCATION
— 'N7ERIOR SEGTION NUMBER
iRPG710N OF GUT
a INTERIOR ELEVAtION INDICATION
AI.1
91-IEET LOGATION
GAL
9UNTGH,�111AY
91UTCH,7-WAY
9WItGH,3-WAY
DIMMER SWITGH
L1GHT HMURE
RECESSED IJGHT
�at u+aN uc,+�r
EXTERIOR WALL UGHT
116v FLI10R.FXTURE
Fu.�x�acar uc�r
FWORE9GENT LT.GRID
sPar u�r
waLL scoNCe
uev cur�t
126V OUTLET
nev swttc�wr�t
110v 4-PLEX OUTLET
DED.GRC.UIT 39AMP.
110V FLOOR OUTLET
BhIOKE DETECTOR
THERM09TAt
GARBACsE DI9P09AL
110V GEILING FAN
1�6/110v MAIN PANEI
uenzev suB-PAr�
TELEPHONE
c�wr�s
PaoaNT ur�r
ALARM SY9TEM
co-axiaudc�r�
WALL FAN
EXHAU9T F LED WNT
��
TELEYI810N
�
�30�1NC��i�
���I��
S�i�1��G�s
1248 RAGNEL ROAD
SAN PABLO,GALIFORNIA 94806
(0)b10.195.78�2
iP)b10.'195.6102
<G)516.918.1953
WEB SITE� WWW.BOUNGERDESIGN.COM
EMAIL� BRUGEABOLINGERDESICsN.GOM
FOREN9IC BUILDING INVEStIGATOFZS
RESIDENTIAL BUILDING DESIGNERS
BUILDINCs INSPEGTOR9
PLAN EXAMINERS icc
PLANNERS
id,e�ru+iowu coee caHC�
�
I.tHl9 SI-IEET IS PART OF A SET AND IS NOt
INTENDED t0 BS USSD ALONS..
2.THIS SI-IEEt 15 NOT t0 BE USED FOR
CONSTRUGTION UNLES9 tHE DESIGNET2�S/
STRUGTURAL ENGINEER�B STAMP AND
91GNATURE APPEAR ON T1-IE DRAUJINGS
AND tNP STATU9 BOX INDICATES DRAWINCsS
HAvE BEEN RELEA9ED FOR GONSTRUGTION.
3.THE9E PLANS AND PRINTS TNEREOF,AS
INStRUM£NT5 OF SERY�CE,ARE OIUNED B7
BOLINGER DESICsN SERvIGEB AND ARS FOR
U9E ON tHIS PROJECT ONL1'.
REPRODUGTIONS ANp/OR DIStRIBUTION
WITHOU7 PRIOR CONSENt FROM BOLINGER '
DESIGN SERVIGES IS FORBIDDEN.
d.COP7RIGHT BOUNCsER DSSIGN SERVIGES,
1982-2614. '
� REvISION 4-IIStORY�
G`�u� REVISION� DAtE�
cooi¢eEti
Nose eiae �
AIR RECa19TER A WALL �
R �
_ �
,u�cnor�eox
(ROUND)
9PRINKLER H�AD ��SI D�N�'I�4L
9PEAKER St'9TEH
INTERG�I 9TSTEM I` ���O��` ����
M 1 1
fi'L�-�►NS �Oi��
AREA OF REYISION
REv1510N NUMBER
p� DOOR TAG-S�E DOOR
SCHEDULE
W) WINDOW TAG-9EE
IUINDOW SGHEDULE
2e EQUIPMENT NUMBER
420 ROOM NUMBER
PROJEGT�TRUE NORTH
INDICATION
Nor�r�
PETEi� NELSON
23100 YIA �SPLENDD�
uNir #�3
GUP�%TINO, GA
�U11.1�INC� �
���� 1 �����
L�C��ND
DATE� 9H�ET NO.�
ti NOVEMBER 26I4
SGALE�
AS NOTED �
PROJEGT NO.�
f 400-010
;
in the 8anta Clara Vailey,storm drains fiow
diractly to our loca�cneks,snd on to San
Francisco 6ay,with no tnatmant.
Storm watar pollutfon Is a sarioua probl�m for
wl1d111�d�ponslant on our wst�rways and for
ths paopia who Ilve nrar polluted strearns or
baylands.
Proper managem�nt of construction slbs
nducos pollution algnifkantfy.
7hls sheet eummarizes the'Best Manayement
Practic4a"(B1APs)for storm water pollution
THE CITY OF GUPERTINO
F�R STOR#A WA�TER POLLUT#ON
PREYEI+iT10N�WAT�RCOURSE
PROTECT10Af:
Chapter 9.18
9.i8.Q40 Dis�han8a iMc the storm drair protM'bi�d
It i5 uniahnrftll 63 Cd►�albw,Qt'l�erm�t b�be
d�9ed,anY dischatge no�t aanposed�rti�l�r Of
sbormwa�er tothe�orm draln sy�5t�n or to su+�'aae waters
or tr�arry�aca�an wF��it vwould�ontact�o,r,�e{aen�ally be
t� .����M�r��.���!NW��.���
unlese,specifiraNy calied out in tt�e Mu�id�ai R�gional
�e 1
Pa�mit as an e�aempt vr aondit6ona�y e�aempt disdsarge.
9.4$47b AOCidee��l DiSChar^ge
A��7Q'SGT►5 5�1��(lOihiY tF'62 DI1�9CtOr Ofi Pk�C W�71'�CS
Ifl'mE(��p il�)O(1 7QCId9'Yt,2��diSC�k3tL�ffK�JJO��tiS Of
aotxern t�i enabfe cauaterrrte�sures fi be tala�b�+tl�e City
to rrintt�ize damage tia s�rm dralrs a�the receiv+ng
watefs, IriGal nokiFecati�t sf1aN be ft�il�rred,wiEhin f�e(5)
business cl�ys oF tl�e dabe c�acu�e+�oe,by a dem�ed
,�;��,�c�nt a�����o�t�ie a��i
d�rge and the 1rlenstrBS being taker'1 tQ p�r�e�ent futtX�
OC�OJtI'2i1£e5.�aUC�I(1f��C3ftQ7 YN�I'1�R°�IEV'��'150f
�i'�71�j/�'410�hQ16 df�I{S C�kfJ'OP fDl��1ES�
on the City an ac+cc�nt ttieereof urxier 5ection 1335�of the
�
Cal�for�tia Water Ca�de,or fior vidation of Se�ion 5660 of the
Cak�Fvr�ria F�h and v�Ir�iFe Goae,or any other apqicabEe
praisions af Stabe or federal�ws
9.18.220 Violalion'
My perscn wtw vioiartes a�y pronrisicn af lhis Ch�pter
shaR be ge�y d a misderr�eena and upon c�onvi�ion tfi�eteo�t
eh�bE pc►nish�ed afi prawded in C��epter i.12 of tMe Caty of
C�artino Muniapei Gode.
Ch3.y��rt�er 1.12:Gene�aJ P�nalry,SeCtiDn 9.12-41 D,
�9+"�i�$�$'i•
�Jnleas dhenMSe apx�'�ed by t4ts ad�an affr�etian Es
��a��
1. A flne not to eua�eed�10Q for a frcst vi detion
2. Afitte ncft to e�aceed�200 for a second violation
3. A fir�e�ot tfl exceed$500 fo�a third vioCatian aF
tFIB S�E�1lL Ch�1bB�WKINt1 Of3@�/�'.
9.�Ea.244 Civil ps�alt�r�or illicit aisaharg�s*
Any persm who diacharges poYutants,irt viola#ion of ihis
Ghapfer,by the use of i1ic�oonnectiors shall be dvily I�le
to the Ciry in a sum ns�t a�exoeed t+aenty�flve Ihous:ind
ddlars per day per violatlon for eaeh day inwhidi swch
vio�tion ocwrs.
*F�ocerpis-For canpl�te(:bfaE tanguage refer to the
(;rlhf Qf(iU�l(1��IiUCMCIp'df C.0{�P._
Cu pert�no
9ulfding O�Pt:
aas•rsr.s2ne
PuM1�C W Arks Dept:
♦08-T7T-336�
Santa C18ra Couniy
Rreyeliap Notlint:
cnn•sas-�s4s♦
www.��Qut�waste.aro
ww w.reerel*�tali.e om
S�sil @ustnas•Nizardaus W asts:
40�-299-7300
Cuperdtno Sanitary So+aer Distr
�08-253•TQ71
Saots Clara Ya14ay Urban Runol!
PoDlutlon Pr�vantion Prqm
!0a-ilJ-2412
8tats Oftic•of Emargency
Servic�i
1�t9A-i62•7660(2�Rrt}
RapOrt sDiUS to 811
aa
Generai
Cvnstruction
and Site
Supervision
:�orm�aia Palulion trom
eonsaric�on actlrlras
caneuaw+ars aro min,�,on sassa�a sm,rn
u,atK paaWtbn JAalarr6 an0 waetee Umtbiau ef
.w�h�s stmn tran.ytM.a n�eilme a
�I�G T�iLfp1 IOC�QM�Ri�IJU7�BGy'.
tl
As�oonfxlar,a s!N�mpaNwr,ownw or
ap�abrofa slk you mtyb�tispe�sihl�fa
r�nr•nvwomw�e�nwateaa.a ayro�
rueemraebn n+mploy�.
Q�nad RNK1FNs
�i7 11!!p 81101'dtl���BCdl116UB 9Cq�
nn.,Mea p�0 P,diaed,ro ueso.
'�1Adnti��9�P��P���Y
�]Oowr mrtarisle Mhn 1MY aoe roi n u5e.
s7 ru�w�•se.n�aarwyeems��n.eeer.n
ayr�s and tl:einsps cMnnsls.
�EeW+eeu�1004�A�0lwalMtloeqritlmvePtio
ordisal�.rrq�b�ormdslrr.
IW�r�e�Fl�nr��Tn PYw�rrr pa/uNrn
�&AeOdeacai�a�wt4�ipadrtks
fa dryw��pwlod�1'0 oedua�i
siwiort qs+RMnpaarTvg�tl6onaP4a
oOMnro�ia�con�ds bAbw�an h¢s.Uw
th�6�06�ae M�dS�dhwKGbn(!W Mr+ud
auilYle Ran�e�ieponeRN►a�ea Ouli�
�'.p�0�80i11�WY Il�ifif147!.
q7 t�onlyd eea�rrie d erw�aose�n8 Y�
�b'R��b d�sip aecevatian!i 4!'�
brmaor trrVOwrl`a YR�arntcFainr(�
Qteaa.sa a..rt���,�u��+�.,
R W e�lenrm�ptl�+npaR wda6►»tri
Cq11ltYC�Y7Yp0f=Y GflCk AYtiS Or DbRts
wMro eppropna�e.
�]TnlnyovanpbpesanAwem�truar-
ih9 C�t Ci��f9NAi bfOd'Yib�Clt►IE6B
sw.s kr ya,�a�bu0�m,�onw�.at�o�s
w�s9�tip�W.Nla�m lpnra�o�rtrpun
aOpRtM�4oer+w6er neq;+apw4s ar�'t�ei
aw�e�pandENYss..U�8t,wpnntfara C(�sr
a:
8ly.t Oan�CYM beat manlpNYenlf�e�o�Y
puida ar�iYbb at ar Bulldng Dept.mv�r.
000e�a,..lr�r�r,.�k.s
E� o.aO,.,o.ae.�.e�M,rrro.s�,bpe�xr�g
whcM+�wh9.��d aouti�r•a�'�
mournoio.l►r da0�lodaira s�outl ber.w
���.�����.���
rwow�ry.l.Weir rn�t rop�rseMrM.
o,ra����..a�,«�.a«�
IffM1�IQ31ir1�1lN�A i�l�IIM6YIfOG9 QI
pOVId!�dl!vldhrll
0 k..ar.tilr.oinde..�-pr.a.nlnnon
can�+rrion rtths ea�a.Cr,x upoeea pbe
a.oRa o�an m�r v�ln plai4c
atWf�qorY�o�+rY wo4.Befo►Itroina sw.�p
wdrwruwm�+dsfromarUo�sNotdrai,40
fleen d�ls,fW�ks.a tlf��eWr.
0 CewM�ri lNr.fea0 weapp vs.heeles aM
ere-Phe�liddetl taNaM n�ydagblm
:ard Mr eb.
❑Cl�w y Mrn.di1ps a�dewr s�f h
rt+enbetl�st tt,h'do nal aaYmnete nd a
y�wn�rtara Isa�nd3s m pa+ed a+Aaoea
I,b Jy'WM+i nrrt+ndsxdrwr.w imsbls.M
�onf�R�vefer.u�e�nt enaspble lesep tee
�1f�00dl.
i�Ca�raM t�i�N AnR�pls.Pbae
sWrprn.�nd..ieo6s w oo�er wfi arp.«
p.tle+hr�nas.ana a1ana�r wrw.d m.
dsrylsr.IY�w cM ad a dmDSlx h!'��D n
av.n a+nr oa+tuaiw.�:r.
�Plaw�y�rr6Mld�trNrybaaetrm+tans
I�o��w pO�YbMWMS�n9�+odwaki+g
f�M1Mf.PMCNlQaO�+r/MO'b0itf-
i�!-i�ir(�!l�n�IbY
LJ p1f1C�C!aO111C��f:11�V11--l1�lYR�i MAS1B
TfRl jOYCI�I71O1w10fi�iTlla GG�t�lt�/
Q R�ayw.ao�tm�ls.r�#�w�«va+:w.
sud��tar+a�.wqiltaiwApmWl sdvwa.
A1pM9lM:d�OM�d t^q101rh�.KAP?+,qGk,iM
'M11R'10 A1MPWi{M1tl►RY1YiY6 fadi?3 ubC M�
ra�.�M ae�Etlni
breAo.
❑o1�pw.eranvwrsRop�r.MeMia�s:rm
eon+otbs nr�dSd�wwrt0�mlaonb m
apprap�inls+dfiliw dvawd das t�wdow
Nilleld.NMIldfN'4r`fIF9d119:i0ritliM�rlllR
n�lpN1 qr�MAtpqwfk4r�qmkPld.
Prmalt
CI In ref�eien bba�prrdnqarsia,�enppermb
puWl�roeAbaEYln eufArb5lrM'�
GMrl99C�tC�Ofl±i�ll�v��0lf PlRI7�1}
�avow�ctian�tlf�dlsvibd ara faYk 6
aor�s ar�aa Uiortn�m a,r.GKr�d Ps met
cp�nifr YG'Died lam if10 Rry9Rni1 Wi4x Ou61ih
fkeitltl 9nrd lil�a d1Mo wll daage 1b one
'dlaleeOl I�fe.ZOiA�
L.andscaping,
Garden�ng,
and Pool
Maintenance
Lsviafseap�ing/��eden MaMtenaaee
cap
❑ProMC41b�i0fNs aad Ia�rWtcaFang malerials
trnre WwA aM rN�by llorinG„an wxle r
taryc a a�c�nd pintic aMa�np.
❑ StMd�M pnGnpand a�awewn pe�ec�a
du�nq dey�wa1b�:
❑ Use tsmpo�aey ahecR dams ur d hd�as�a
div�rt�uneN away fiwn qorm dra"vn
❑ Pro4ct�tomi dnlas wltl�sand4ays,ynwF�
ewa wo�.strW.w+wes.a ot7+e.x�„eM
camoh.
L.1 Re-�t0lhienisanencalfant6rmolprodpn
ooneroifar mnr eite.
O ste•py�ed�s rnia•es.ane otner
CMmiwlc IndYaK w b�e sl»d w sicre9 e
cabirot
0 1!a y�lbldis sMrlesqr.xcwd'ag�o-
Mahuofiaq ert tRe qbN.RM sa empQy
caM■in�rs.erd uce rancswaLr.s aroa5rcc
QisDos�d r:+s�d.anPb corW has irt rtxa
tneh.ONpese aA unuaad p Rieidma sa
hatardew w�sh.
O 4n Cupulrto,nsANne witli curbciae ncycliny
Gin fN�lA I�MT.�N1 ilndkN S1enR+��jjs in
yaedwas�lelees.Ys�ets wip be mlactei!
on4 oampostd bytM oily's wnaacbrs
Re6kNMairo�no0+r'aPa k0 Cempsu
yaraw.sl�on-.ir 59�mwNes.a u,ke
Y�ndM>M W p{pntliJ wlnCrO il wi!ha
CIXAPD70Bd.
W �df10lWpf 60M1�dG16AOUld
d k�d'p�inya and qu�y wa ae
a a 1�aAUU up1 oan pe+ata yara
w�(Bfls Mevrhy hMnd ane
Iw�br Rd.landliN an 1b�nw nct7
❑ DonotEbwaraR�laawslnb
piR stntL
Sborm Drain Pdiution
trom Landscaping and
5wiraming Pool Maintfnance
AAanylandscaWaY ao/vlM�s waos�eoit ana
' ixnas�7�0 61w1ihood k+a1 wt�an4 9ord�n
' cdrmicals witl n�n o�iNto 1+e sw�m msk�e cN+wq
��, iaqiion p wlwrt R�iv1a
�: awYnmYIOpOO11�AiEllmnhnY�Mbnneard
capp�r-0asW alpaacidss d�aM nevsr b�
� dixRargad tv stOiYrt tlalnl.tMx el5ernioaMS aae
��, tCO�lc d KpuHG 4b.
AoobFauntifra✓Sps AN�inlenar+te
arafr+M�y povis or spes
v�Mn ICS�rme Yi Aran a pooi.sps,ar AouMax+.
pisase De s�iv Do ca�/+a G+Pe�no Ssn+[ary
PsYi+yl balve Tou a�oK IorftrKtrguidancs a.
!bw wte netir.tom,krdAbw pevarrion.an6
MO�f3etglplGA1 Clqni�p wPW et�Ch aiaeid
wsehl Dixhsqp 1bMe en eu10 ea ka p!to ee bw
Nwlt t�yici�hl pOS�si6h SMvtgh a p�rd��hosa�
N1pMr lewratse mar De prd+deA by lecal
wd�wnce.
E3 Wever O�sti�rqe poal ar spa wa eer to a
atn�R or slorm draln:dircbarg�to a
eanfary sew�rdunout
Ei ttpozsbN,whsA arnptying a poG w epa.kf
cL�leiir�tlieecipa�s lor e fsw Mye ard Tan
nc�cbkwst vwlerbydninlny ft p[aduallY
anee a ianeuapeQ aiea
GY Goaoedsu�var�Wrs�ald9�awwa.
CO/1!'61 i I�'1.!MA111.GMI�f fM ffi OIH!f
akb�napres,wch as wdium bremide.
fihf/dfdflifJB
�NwrraManafllW�ntl��strNtornaara
ctwm dwln,Rina tartriage aM
ekammaewus�arfi fAt�rs anto a dirt aP�a.
sn0 ep�de 1:�tor Reoldue fnm aet_6�spesa ol
sPerod�aumacraicsartintl�e parbsga.
O If IMee Ie ne sd4hled►t area.aR
{�rt�R��kln0%ii�ir�D f I!liNCt10lkf Gf1
Aoe�nrymgNlter DaeMwaen or hrn�awrter b
rone.anta�r sewe�.
Earth-Moving
�1CtIVItIPS
StoRn Drd�n P011ution
from Earth-Mo�ing Activit�es
SW eawvaeoe+ana prsdMiq operalrona loo�m larye
amounts a1 soY Mai can Aar or blaw M�o sbrm
d[iIM MhM hifltllEd NNpro�l.�'fly.$Of�IRlC�f1l!IA NAO�!
pn tlog sbnm dreina,smotl�u aquotie INe. and
E�struy hebi0affi n craeks snd Me 8ay.Efhctivs
erosqn cfln4ol praDiC�redeerl�the amOUat d runptt
apssing a sitr and staw tha tlow with ch�dc drrYS or
rw+ghenedgfourM wA60es.
Prac9ce8 Dutfng Cansdvctfoa
❑ Remo�e sx�sunp vagMabon onty wfien
ebedufely neceaaary. Plr�t tenqwrary
vepetNion far r�osion toeR�ol on alopae or
wheto canstcudion is+lot immediakly Claioned.
❑ Probct doweslQpe dwia�ge caurs�,
itfl�T116,�11d{lkJfiq�#IIL4 W'Ui YY8111l9.0�
bmporary dcainsye awaks.Ube chaek dame a
dkches to dNxt runa�f araund�zeavatlans.
Refer b f�e RepEor�al Watar QuNity Carre�ol
Board's Erasan a�d Setlimant Cauror Fiek1
Marwel tor propsr erosian ane sedirnsn!mMrol
massurae.
❑ COnar staekpiss and sxmaeMtl sod wkh
securad tarps ar pl acic aheeto�g-
���
_',.. . �f_. -• .- ._
�� � �
� �.,-�
_ "1 � �
The properly awrmer��d #he cantra�tc�r sh�re ult�r�at� re,�sponsib��ty for
the ac�iv�tie�tha�t accur ar� a co 'an s�te. You n�ay be he�d responsik�e
� na
for any env�ror�r-n�r�a� c�ar�ge caused by your subco��r�ors or emp�foye�.
P�i�Eng a�d
Applicat�on o�
�Y�II lH7�
A�dhe�IV�S
Seortn Drai�t Foffutionfrom PainES�
Solverqs,a►d I�esives
�aoakxs�savenn,ara aahahRSOa+�e+��
ehsoruwlsNtet ite��b widYl�in latal
aeeics,San franas.ro Bax aid Ihe Padfe Ocaan
Tof�e tl�errw'.als rnPYCanptrwn pquld ar�atid
pro0uda ortromeb�r'sip ra�iaioa v rapa_Paint
Ali�di191tl NiCtlm�gtllliiiv8i ar1dUl9flnQ ikii05
������.a���
P�Pe'dYto preveM tl�e me�aids ImmlfoHtnp
i�a aeam araa»aro wa�anvounes.
Nanalki9 A�:M R�aducts
U IS�apa1 tqdd FaMpiaducY�ard w�a
AMMY��gN 91MAK.fOf�lM.i11dlCC1111
Matn0.
�fRil�CI�IYqG�7
0 I�MNrcMan brarh�i or tFnat pirt
IM�Ar
cateMns IMO e ta�4 W+lowi slorm disYf,
Fr�nrh dwiq a crMk
0 F0�vr�YFbiMO O�fab,PoitR Ou[bfuitlBS b
uie masx posaa�a rw nrse:MO ai inme
arq�aran hat yaes a tt»anWrr senr.
O FaraFba�up�kk�,peincmuteMhetwaa
•�dmt pafluDls end rJetn win tlir+mr a
saYSK.F1tr a�d�ueenyne�a a►d adua�ts.
YI'Nf7 P�14A�M.DOp0�0 O!pOKi Ma11Wi Mtl
re�Wir at I�rCOUSVwa1e.
ae
C]tMrn thaoupky�y,wnptf'R+I�t c�s.wd
btukMa,r�,Md doF dofis m�y be
AiMOaM otas qr�oe.
�
�.� a`�.
y �t
���_
Ale1E RifMOY�f
O Paint e�ly»�nd dutteamnaMa�aoua
d�f��PPM9 tn�i s�a�7 W alin9 msy`Oe
swept up or mlka«1 in pl�atp e�al5s�d
dnpded M a taah.
O ct�emteN p�at rt�w�g wawu�swadros
aw aus+rra4,mMnew���ar puK:
u
eo�Adnlnp Wd,mucuy or M1Mty1 dn muet
ae ehpoe.a or as Aa�duuawa�ee.t.�m
bsse0 C+1�t remova��equ+es s�e�oartNkd
aontraeta
O uN�atriqpieq ar clean�g buwlNq ut«iora
w/R�ni�sp�swia welar,hlock alotm dreins.
Ofr�et vrWiwM�r oAO a Okt arw and apatle
i�ItO Sal.Ur,ChDtic wA�Cnpa1M Sa'Hery
aaria m xx�a aic aya,ca,mop ar w�un ne
wmh.veoer and N�a�s of I!In a ynk�ey
f�+wrorafn.BamWinD q the�Ma moy
ee no�:r.a.
U NArhwlr traa pai�sd bu�dlnpa
ooaelru�tl bMae 14ii canoonY�n Npn
a�nounh+a uaa,aMen+Y aan�apt aro na
present Bd�ore 1w bap'n sCipVhB P�a
de4nmB P�•197a hi►1 Yp mdP�D�SYaIh weRer
aaMKlY�y[easue.b!O�t ta 9aatl 6Y
t�lan0 piAt oaap�nps io s local IsEarebry.
(See Yab�vPspes br aatatecor�iW
1e6ora�ay_�
0 if ha�e is 100�P�+K on ha Ouidinp.a n tRa
prd aals poaRN�(or Nd.6Wtli stam
d�ei�a.Clrck vi�Cap�Enu Saii�ay OirnG
q aefrnakie rAiel�x Yeu rtwYd�'qssrs�c
1D O�s aenilary srw�x,Or N]pu muel!!ntl i
dlper tar Qrpo�d�s nuedws wa�r.
A�fli�Ofi�i Fdi�JIA prQ9rl�Ort
0 Oispor of uiveeed Rq+id Qrint ri'rtrea.
�on�ers,�+�.,�naae.rfq w�.s
h�f,RdDY�YI/�iC�1b!���90
FSI¢+�Ooui VYaM R'pA:��7804f,
❑Qqrtuenwewplfer.tU�rrdcr�safprkt
fne/be ahl�ta bs trlimad.Cl�etdt vJtl1 d1e
vrn0or rep��p a'tiuY�►�'P�lJ
�qawb aou prrR{WI a�&730D In don�pay
Road�vor�c
��d
Paving
Genenf Berslness PraeNces
❑ �evelap ane imptsment orosiohlsadtmerrt
conk4�pMnsfor raaAway�mbankmenls_
0 Scbedule exca�ation end prading�ro�rkdunny
drY iroatbo�.
❑ Check ior and ropair lasking aquipment
0 PeAorm major squipa�ant repalrs a1
Eea9naled afeet m your maintarwnce y�rd.
who�e deanup�e eaaier.Avo�d perfirm�ng
equiDment repairo at oansU�ucdon ailes.
C7 When�eiusingor when vehiclelequlpmenl
m�imeear�a must be done on siM,designate a
bca8on awrytrom aiarm dw+ns and veeks-
G1 Do nat as�di�sd oN w lubricata eQui�mem
paA4 or cleon equipment,
G] Reeyel�uasd o�,co�cre�e.broken asyAaH.
eSe.whenever qoasible.cr dqpooe�f properlY
twww.recyelertuff,cam!ar!i�t o�rec;,�cling
cvmpa nFes.)
As�►halt/Concre�e Removel
❑ Avoid areaRlnq exaassdustwhert W€akiny aspRSll
or conae�e.
0 Atter breaklny up oW pevemaM.be sute to
ranar�s�cfitaaks�nd pikts,Make sure
broken psvemantdooa notaameinconled
witb raitif�llorr�npff,
D When makUiy saw auq,u se as liztle waoe�as
poeslbte.S ho�al or vavuum a�w-au1 slu�ry and
f�TOVO F'O�►lt1i�11�R.GOV4�M P�IOC10bD�
tlrain udrli duri�q�aw-cul6eq.Swoep up,and
properry dispos,at,a�l resiause.
C1 Swr�p,a�vN hos�down alraeb b claan up
t�kitl diri C7a�s stroat iwMlpsf or vaCUUm
truok.Do not dump racwmad liquor in ftwm
�tiiqS.
Storm Drain Roliut�on
from Roadwork
Rpad Pavin9.wAacinp.and P�gmaM�eenawl
hpppen right in 1�1b stiaqel,whtro iha[e ere numeruus
opporEunitist tor aapnal�,e0w-cut slurry,or
sxeavaMtlmalarisltoNlegaByanl�r sh�rm draina
Ex►ra pManainq+s requMod to storo and olspose of
mateaiala properlyand gwrdagainstpallutioa oi
slarm drams,aeelca,andlAe Bay.
Dudng Conatruc#ian
�3 AraiA paring inA saal coating in wrt
wsath�r,or wnen rain isfo�eeast.Ia p+evem
ireah maoeriaJalrom contacling elormweter
fuawl}.
t� Cov��and a�al eatcb ba�ina and man�oba
when apaly�nq sesl coa1,slurry seat,(cp seal,
or alm Ilu matoNala.
O Pro%oct dn�ag�v�ays ey usinQ saaln tlikea.
sartd bsps,or ather cantrola to diveA or uap
iRd 111k`t NIIOIP
0 Nsver wash excess ma�enal(ror�s sxpostd•
agpr�pat�eonee�b or simllar troatments�nto
a strcN or s�ortn dnin.Collaq and recycle.or
d ispos0 1c d irt a rea
O Gov�rstotkpY�s(asphall�aane,efc.)a�d
olher construetlon malerial�wNh pkstk tarp s.
Protecttro�m ninfap and prsvenl runott w�th
tempqrsry roaf�w plealic sheats and karm e
p Park paWns n►ach+rns ovsr drip ps«s or
abowb��t malsrief(cloth,rsga,e1c.}to cstch
d ripe whars irot in uae.
Ll CIN�4Q�A spNla and t�a�s u�ng'dr�
medralr f+rdh abwrbert materiab andlor
raqsy,o€dig up,roenove,snd proporly disposa
otcuntamiweted eoil.
L� CoBectarttl rooyda orMpproprialelydiaposo ot
txnrq rbrpaiv�pravtl ar sand.979
Ci AvoW ovet•appiiat�4n byw�brtrucksTor duet
cantrol.
Dewatering
Qperations
Storm Drait►Pollution
from Dewate�fng Act�vities
Ba sun to caN your city's storrn water inspeetor
at 40E�472•98f#7 before diacn�rging wahr Oo a
screef,gu@er,or storrn drairn. Filratiorr or dwersion
Ihrough a basin,tank,a:nd sedmant trsp may be
required. Reuse water for dus� conbo�,irrigation or
anotAer on-si�e ►�urpcsse Lo the greatesl bx18�t
pass�bte
Chaok for Sedinent or Toxic Poll�tants
O Check fnr oUOrs tl�sco�aratlon,or an oily sheen
or gro�ndwater
17 Ask your city inspecior whether the
graundwater must he tested by a certified
labo rato ry.
� Oepending on the last resuats, you may be
aliawed to wecnar�e pumpea grwunowater to
�+=S�orm draFn OR yau may be requtred to
discrtargd to the s�nitary sewer or collecx aed
heut the wa0er aff-sile for ueatrraerrt and
disposa 1 a t an ap prop riate lreatm en t facility.
{] When discharging to a storm drain,protectthe
inlet�ing a barrier of burlap hags filted with
drain reck. ot cover inJet with filter fabric
anchQred under tha graGe
fl Contact Cupenino Sanit�ry D�stict at 253-70?a
prior to aiscnerq�ng to me santtary sewer.
H eavy
Equipm ent
� peration
Stormwater Pollution
lrom Fleavy Equipmenton
C o nstru ctio n S itas
Poo��r rnamtainttl ven�etts a�o neavy
epu+prna����+a��aax tuei.o�i,an+�ireeze o�
Rther/iyie�on tt�e eenftrvelion a�ta ace
com mon eources ut awrm aram pol�ution
Prevan!bpil7s anE leaMS Dr�s0latinq
e4uipmenlfmm runotichennels,ana Dy
wa�ce�ng torleaks ana o�narmain�a�ance
prootema.l7emn ve canstr�e��on equ�pm ent
fram tha site•s soorv aa pose�o(e.
Stn Plrn�inp�nd Vr�v�n�iv+V�Afolo
M�fnnnanc•
.] O��IOnaiO OA�Of�O ot;Ra C(J�#I�r<e�pn�He ++e�,i
awaY Hom s[�va!'ns �brm aram i le1s 1o•sulo
>na f9uiPmnntF?��km� /cYuc4rt0 anE roul�nt
�.gn��4 anE cpu�p.^+e�i ma+ntrn��ca S:on.ta��.
�n c a+an w�en Ge�m�.aana capa.o�oiner
e,.,i,�,.
3 r.aln�.�nriiranie�a��o,onaa.�eo���pmnne
m�pec;irocu ent,r�or ano=eoa���eak■
�� V�l1YlA m slor molnt�nCnc�.�cpa.��oDa.an0
�erticla ane co�,V�enl�./nsll�lnp e[I-flt�..wnerc
4�O?R U D ib�f�t��0'
a ���:ru�o��wio,a.,�+RU�aN�..e.o Ma�aean�,e�r�o�
¢uo�a nt n.orner nu�es�un srte u.r ar�v G.n.a�
Orep eN�l�a ts eseen ar�0�ana�+i1la Gailee�
a��spenl bl���as slo�e.n seva�ate Go�l+�c�e•e.��tl
prnPer���iape�e�a•n�:aroanaras[e�recyc�e
w.M16n!-:Pr DP�f�01f1
, O�OAOIVl�6N��101110IVb��C�110�Y�pml�r7
paMS orclean eqW�vme�t Use o��Y*+ser���
an4 ont��0 ela+n irtq
'�7 C9Y�f�k00��0 fNt�wn��!r1tCh9�irP otnl�
o„y��o�enir�qu�pma,.ra.�Mp.a�n e,..n��
SpillCf�aarP
�;] CM�n u��pliia xn mee��[�tr
�� Wsr�rno�eeown 0i:ty•paremanlor
U�i�E�ycH��nuPr+�sts e��a�b�oo�ni<soii:�.vv
m efe�isla.Caa I��Ixt.a�¢+ar ra9 s1 w�a�erer
po.��nte a n.�o+o p.r�.ir a�s po a e o 1 ae ao�ro.n x
m aae��.ix
J 7woiP uPAF:�Itaai�,^.+aeciiah�mm�a,ai►�y
Heveralter'ptto'�waehW+em awa•/-xitnwa[rr.
a�eu�r��eP.
�J V�a a�I�Inr w aia.s.po.atelo ror a+�+[cnnt+oa
E��9� �rate�useddoas�elesv���ue�
a�scna��e w:to=m Frs�-�s
j CMan uP•pHls on tltrl ir�a�6y�qq��9�C Ind
proyar�Y tluPa�inQ ofG�nlam in�leO so�l.
Y 'It • :/�"���] I •1 ca11�11tor�Ipnlllco�nl�vltla
J Ifln��spii�posas R flynlf�Cin1 pss��0 Fo
�aman ti���ll�Rntl��fely.proy�rtY or Ir•
� � - � '. - �'� '� � " ' •nv�ronment,yeu Mut�a�so t*�en it fe�A•
. . ,� S�ic�Off�c�ot6cnerya�c�S�rvicss.
� �<�_� -.,:..,
.. . . ' � : �. .� � . , . �.-��, F����
�
�r�sh Goncrete
and Mortar
Applica�ion �''
Stornr Dr�ain Poilutian from
Fres#t Concrete aryd Mortar
Application s
Fresh car�c�ts and cement-rel�ted mortars
1R81 W85h iflt0lakl�.$il93137$.Of B$UBfe!$
a re 4oxic to fah and th e aqua6c
�nvi�onmertt.�isposing ofthessmal�rials
10�hg StOrm dfdin50rtfd8k6 C8h D10Ck
storm drains,cauaes serious probiears_and
os ptOhibileQ 1!y I�w
Generaf 8as&+ess Practiaes
� riasAOUtconnsteri++wersonly�rdas�g�aaod
washou!�reu in raur retd,Bwsy ftom Sbarm
dwfns amd wa�srways,whe�s ths waler wlu tlaw
in7o a temp orary was�n pit in a tlut arae.La�
walw percalale Inrouqh sau anOtlispose ot
aeqiea,nsrMn�A a�nerete as garhsge
W pene ve r passRDlo.ncya e�va sh oul C�Y
pumping neck U�io moaers lor reuse
�1 W�sh owt�eRM4ea oMO Oin arqe O+at do nai
!ww to atrorts ar tlrs�as
':7 AIwaY�stor�p01p�y�n�0 w�t mrl�rtsl►
aW�Co+Nt,pr0l�CMd ttOm roNdall�nd ruaoff
CM
aae sway tran�1am era�ns or wsmewsvs
vrotvct6ry mefari�eiram wmd
3 S�eun b+�p+af cao�at e4ar Inay ae open
B e w rm to kC eo wind•e rpwn cen+e��powd or
awa•�tram sveats.grnterr storm dra+ns.
raytlfall.M4i!tun0}t
� Oo nat rs�dfmlluN as a h�6r1eanl a n
eoncrokr 1a rms.boh oe lnilen
CONSTRUCTION
BEST MANAGEME�IT PRACTICES ��� ��
TlII D A D Tl►dL
Ouring Coestrucfion
U Dp�'1 pUx up NIOrf fyln COfICM11 0+C�RtMt
thsn pau wil!uae In�!�a•hourplrio0.
:J Sel�+p snd ppa+M�sn�at�mix�r�an Ir,eps or
heav�pfastia arop cl�ha
❑ Wnvn eMeanenp ap+tbr ar�vrway,or aCawa�c
conslniel�on.wash flMi oale df�rf ar�is.rtol
tlowm the dnvaway orinfo lhe alrqal or sbrm
drS�n
❑ Prabet apd�catlon8 of ieah can�rela a17tl
monsr hem n�i�4 sna runMtuner iee
m aie�a c ma s dreed
❑ Weah Aovrn e:po�4rf�qpreQate�eonee�la
oniy whmi she rrasnwiN+c5n 6t y-AOw on1o�e
a�n area,i21 dram nnn a aermaa�swtece(rorn
whw.n i!can be yurnpad and ditpoco.d oT
pro{teny.or Rs}De vatutr�ed hom a cateM�nent
croatad Sy htockinga socrtn dra�n mlet.hf
necessar�.6�vertn�raflwilrtlemporary Derms
Id aka su re ru n Mt tlae s no 1 ese cR p ufte rs or
storm aea�ns
1.! WN@n 4YeJkmq uP RWBmgn{,40 4�iY I4 p�Ck
up au the pi�eaes qnd dlapos�at prop�tky.
R�cyc!o+orgac�unqaortirac�ncona�iu Sea
�ww.reuuce�Ha}pe.walar tMo on rocycters.
❑ Na�ar Sury�•aire matafret puposa ol amall
artcovn�s at err+iss dry ooncreie.yrovt.and
manai�n the uash
U Nawa�Aifpoao�Df wasAOUt�nto�+w sNae�.
srorer�tlnins,tl�ramage 2,tches..or slraQms
_
,�
�1 s` '
�
� _�.
' �L'1p;,
' �4. .r��.^
�
Dispc�dt P�n
����
ti�r►2'l gellons or 2�pow�ls
C�11r�i+af+dOl�i 1AI�8(79�fr1011�1
�IE @I���@ b0�118@ Uf�S pf'O�t'�Y1•
�����
for a qua�e.
�����4 Ii��
s�.�y�+��vao�
i„e�,x.�r
Pn�an Mrncr�uor+ho�ram
WAATEU JANiJARY 2071
S�ET: GI.4
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