HomeMy WebLinkAboutSteckler 01 T1 Title Sheet (2) CAL GREEN NOTES o
�"�°"'°'�°" PROJECT DATA SHEET INDEX
SCOPE 14. PARTICLE BOARD,MEDIUM DENSITY FIBERBOARD _ - - T 1 I'I•ll.f.SHF:F:I' O s U
1. 2016 CALIFORNIA GREEN BUILDING STANDARDS ADHESIVE VOC,LIMIT (MOP)AND HARDWOOD PLYWOOD USED IN INTER- PROJECT DESCRIPTION
CODE(G6)15 APPLICABLE TO ALL NEW RE5IDEN- (LCifi WATER AND LE55 FJEMPT CAMFOUN05 N GRAMS Ui� _ r DEMOLISH EXISTING STRUCTURE,CONSTRICT NEW (!] Z _ W
TIAL BUILDINGS, INCLUDING BUT NOT LIMITED TO ARCHITECTURAL APPLICATIONS VOC LIMIT PLY A LOW FORMALDEHYDE EMISSION STAIN- ( ` / r� 3 STORY SINGLE FAMILY RESIDENCE AND CIVIL TITLE SI IEET
OR OR EXTERIOR OF THE BUILDING SHALL COM- S (D
DWIELUN6$,APARTMENT HOUSES,CONDOMINIUMS, DARD5 A5 SET FORTH IN TABLE 4.504.5 BELOW. 'J ATTACHED GARAGE Cj-1 "7 U
HOTELS,AND OTHER TYPES OF DWELLING$ q C p cC
CONTAINING SLEEPING ACCOMMODATIONS NTH OR CARPET PAD ADHESIVES 50 FORMALDEHYDE LIMITS t �7/ ! LEGAL DESCRIPTION: -2 PRECISE GRADING PLAN ¢ a N z
WTHOUT COMMON TOILETS OR COOKING FAGILITIE5 OUTDOOR CARPET ACHE51VM 150 (MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS FM MILLION) /' �'
REGULATED BY THE DEPARTMENT OF HOUSING AND _ y
COMMUNITY DEVELOPMENT(HCO-1). WOOD FLOORING ADHESIVES 100 PRODUCT LIMIT THOSE PORTIONS OF LOTS AND 10, BLOCK 1, SITE DETAILS U U 0n
RESODNI510N OF SECTION 1,BALBOA ISLAND,IN THE r U d-
(NBMG 15.11.010,GG SECTION 101,3.1). RUBBER FLOOR ADHESIVES 60 HARDWOOD PLYWOOD VENEER GORE 0.05 - N 1 ( �./'3 Z [� F <
C r / i CITY OF NENPORT BEACH,COUNTY OF ORANGE,STATE <
2. 2016 CALIFORNIA GREEN BUILDING STANDARDS SUBFLOOR ADHESIVES 50 HARDWOOD PLYWOOD OOMP05 TE GORE 0.05 �e " > `• 3F.O'IVCHNICAL Q - _
-�� n ' /! OF CALIFORNIA,GALIFGRNIA AS PER MAP RECORDED IN BOOK 6 -/� O �. z GODS ATIO S APPLICABLE RE IDENTIAL IL CERAMIC TILE ADHESIVES 65 PARTICLE BOARD 0.09 �" "`-' '" ^t'•� '''` %'' =T RF:COMME:NDA 1 IONS Z _
ALTERATIONS OF EXISTING RESIDENTIAL BUILDINGS y " � \ ,";. .. - i I1 PAGE 30 OF MISCELLANEOUS MAPS,IN THE OFFICE OF O <
WHERE THE ADDITION OR ALTERATION INCREASES VGT AND ASPHALT TILE ADHESIVES 50 MEDIUM DENSITY FIBERBOARD 0.11 THE COUNTY RECORD OF SAID COUNTY,LYING - CONS'I'RUC'I ION POI.LUI ION Q
THE BUILDINGS CONDITIONED AREA,VOLUME,OR DRYWALL AND PANEL ADHESIVES 50 THIN MEDIUM DENSITY FIBERBOARD 0.13 d.V q Za ' �'^'"'- Y U' ,! NORTHWE5TERLY OF THE FOLLOWING DESCRIBED LINE: C 5 z CZu 7-
SIZE.THE REQUIREMENTS SHALL APPLY ONLY TO COVE BASE ADHESIVES 50 'gyp � �� " _ PREVENTION PLAN- p <
AND/OR W THIN THE SPECIFIC AREA OF THE i. VALUES IN THIS TABLE ARE DERIVED FROM TH05E /pjp ? BE6INNIN6 AT A POINT IN THE SOUTHWESTERLY LINE EROSION CONTROL PLAN �j
ADDITION OR ALTERATION.(301.1.1) MULTIPURPOSE CONSTRUCT ON ADHC51YIE5 70 SPECIFIEDq R TOX G5 CONTROL MEASURE FOR ' 4q SAID LOT 10,4.50 FEET SOUTHEASTERLY OF THE MOST SURVEY TOPOGRAPI TIC SURVEY
STRUCTURAL GLAZ NG ADHESIVES 100 - SOUTHERLY CORNER OF SAID LOT q,THENCE NORTH
ENERGY EFFICIENCY COMPOSITE WOOD AS TESTED IN PCCORDANGE dj\A j%p r7l ./` ®__ I 6523'30"EAST 85.12 FEET TO A POINT IN THE NORTH-
5N6LE-PLY ROOF MEMBRANE ADHESIVES 250 WITH A5TM E 133'rgb(2002).FOR ADDITIONAL �g �Ip ,p IP i' - U- )/ „`
9, NEW ONE AND TWO FAMILY DI ELLIN&S AND TOWN- yp �ry - , ; -, '• =--_ l EASTERLY LINE OF SK D LOT q,SAID POINT BEING 0.50 SC I'E PLAN
HOUSES WITH ATTACHED PRIVATE GARAGES SHALL OTHER ADH15VEB NOT SPECIFICALLY LISTED 50 INFORMATION,SEE CALIFORNIA CODE OF RE6- op °P.
dp _R Jf1l I i FEET NORTHWE57ERLY OF THE M05T EASTERLYAO
INSTALL A LISTED NOMINAL 1 INC44 INSIDE DIAMETER SPECIALTY APPLICATIONS ULATIONS,TITLE 1-1,SECTIONS 93120-g3120.12, P by p 9/,
�'� bA d1 ,r ( CORNER OF SAD LOT el.SAID tAND IS INCLUDED WITHIN
RACEWAY TO AGGOMMODATE A DEDICATED 2.THIN MEDIUM DENSITY FIBERBOARD HAS A \ « `a vY� H.00R PLANS
dp �n����ggpp r + THE AREA F U MAP FILED IN BOOK 3g PAGE O OF
208/240 VOLT BRANCH GC1IT.(4.106.4.1) PVC,YELDING 510 MAXIMUM THICKNESS OF 5/16 INGN(8MM). � '�"-rm�-' �jyp�_ '.`�„ , \\ A 1
P ^.fb' s,�' v RECORD OF SURVEYS IN THE OFFICE OF THE COUNTY
A. THE RACEWAY SHALL ORIGINATE AT THE MAIN GPVG WELDING 4q0 15. ALL DUCT AND OTHER RELATED A R DISTRIBUTION A '0��"� / ? RECORDER OF SAID ORANGE COUNTY. ROOF PLAN
SERVICE OR SUBPANEL AND TERIMINATE INTO A A65 V ELDNG %25 COMPONENT OPENINGS SHALL BE COVERED WITH 0, r � p ��t�p � O A* IV
� � A2 SCI IEDULES
LISTED CABINET,BOX,OR ENCL05M IN CLOSE PLASTIC CEMENT WELDING 250 TAPE,PLASTIC,SHEET METAL OR OTHER '� 4
PROXIMITY TO THE PROPOSED LOCATION OF ADHESIVE PRIMER FOR PLASTIC, 550 METHODS hGGEPTABLE TO THE BUILDING INSPEG O i+X�= �0 xw% APN: q EXTERIOR ELEVATIONS
AN ELECTRIC,VEHICLE"6V"CHARGER. TOR TO REDUCE THE AMOUNT OF WATER,DUST �}P Ja { F / ' 3 v" / t\
CONTACT ADHESIVE 80 AND PEERS,WHICH MAY ENTER THE SYSTEM UNTIL Q RV a A a '� ` 1/ ° ' 1 050-0j1-fir
b. THE SERVICE PANEL OR 5UBPANEL SHALL �A
PROVIDE CAPACITY TO INSTALL A MINIMUM 40 SPECIAL PURPOSE CONTACT ADHESIVE 250 FINAL STARTUP OF THE HVAG EQUIPMENT,(4.504,1) /^At0 /� 4 BUILDING SECTIONS
AMPERE DEDICATED BRANCH CIRCUIT AND STRUCTURAL WOOD MEMBER ADHESIVE 140 ib. BATHROOM EXHAUST FANS SHALL 5E ENERGY �P a p A A+B SED A ,'
SPADE RESERVED FOR INSTALLATION OF A TOP AND TRIM ADHESIVE 250 STAR COMPLIANT AND BE DUCTED TO TERMINATE ! �. � .,� - ? BUILDING SECTIONS R ti/T
�;,
BRANCH CIRCUIT OVERGURRENT PROTECTIVE OUTSIDE THE BUILDING.UNLESS FUNCTIONING A5 A "+' a r it / % OWNER A5 C-H
SUBSTRATE SPECIFIC APPLICATIONS
c i 5Ti GKLER FAMILY TRUST v�Q Z
DEVICE. COMPONENT OF WHOLE HOUSE CONTROLLED
J� I A6 1ST+2ND FLOOR ?
c. THE SERVICE PANEL OR SUBPANEL CIRCUIT METAL TO METAL 30 SYSTEM,FANS MUST BE CONTROLLED BY A V ELECTRICAL PANS
DIRECTORY SHALL IDENTIFY THE OVERGURRENT PLASTIC FOAMS 50 HUMIDITY CONTROL CAPABLE OF ADJUSTMENT VINCENT WAYNE STECKLER,TTEE No. C 6947
PROTECTIVE DEVICE5 SPACE RESERVED FOR BETWEEN A RELATIVE HUMIDITY RANGE OF L.E55 = 812 LINCOLN AVENUE
POROUS MATERIAL(EXCEPT WOOD) 50 THAN OR EMA,L TO 50%TO MAX.80%.(4.506.1) , 1 PALO ALTO,CALIFORNIA g4501 /� 3RD FLOOR
FUTURE EV CHARGING AS"EV CAPABLE". - '� = ; / ELECTRICAL PLAN
d. THE RACEWAY TERMINATION LOCATION SHALL WOOD sjiQ /WY I y: W �\
17. ALL DUCT SYSTEMS ARE SIZED,DESIGNED AND �°�{^ n p "' �` ' ` 703/626-5150
BE PERMANENTLY AND VISIBLY MARKED AS PIBERGLA55 SO EQUIPMENT 15 SELECTED USING THE FOLLOWING �y I
-` t F° ' \�• 1 �v'y✓ ' ARCHCfF:C'I'URAI.
METHODS:(4.50T.2) d *. <�'r ��� AG NOF CAl\f0
CAPABLE". 1. IF AN ADHESIVE 15 USED TO BOND IP1551MILAR I - / 1 + PROPERTY ADDRESS GENERAL NOTES
MATERIAL CONSERVATION AND RESOURCES EFFICIENCY SUBSTRATES TOGETHER,THE ADHE5NE5 WITH A. ESTABLISH HEAT LOSS AND HEAT GAIN VALUES iS "�k tir x" / f $ �` _
4. ANNULAR SPACES AROUND PIPES,ELECTRIC THE HIGHEST VOC CONTENT SHALL BE ALLOYED. ACCORDING THE AN5VAGGA 2 MANUAL J-2004 J+e �� s.n•= L 3 132 5CR1TH BAY FRONT AD 1 ARCHTTECTLIRAL
(RESIDENTIAL LOAD CALCULATION),A5HRAE t: , BALBOA ISLAND,CALIFORNIA g2662 DETAILS M J.X HAWWN,ARCHrrMT
GABLES,CONDUITS OR OTHER OPENIN65 IN PLATES 2. FOR ADDITIONAL INFORMATION REGARDING ), ( ~" _ tarebu ax re»I reaervn Its common Lau copht
HANDBOOKS OR EQUIVALENT DESIGN /✓�� < '3S ��' ARCI IITECTURAL mA otn r spar ri rte m these pUane.rneee p a e
AT EXTERIOR WALLS SHALL BE PROTECTED METHODS TO MEASURE THE VOC CONTENT a �l� w A D 2 not to eorouc�0. !ea orcnanaea In norm
AGAINST THE PASSAGE OF RODENTS BY CLOSING SPECIE ED N THi5 TABLE,SEE SOUTH COAST AIR MOOD'' w { "\ < ARCHITECT (DESIGN PROFE550NAL IN CHARGE) DETAILS a natppa fir, Or are toW t�be 00 k rto a tun a part.
S r Pyt f r µ tnauC t o ax rase wFlttM paM1111 M ens w roeM of
SUCH OPENINGS WITH CEMENT MORTAR,CONCRETE QUALITY MANAGEMENT DISTRICT RULE 1166. b. SIZE DUCT 5YSTITI5 ACCORDING TO ANSI/ : �t a ` s. >> \ i r LAN HARRISON wPJ.N.watt ,Awe rtrsr.
MASONRY OR SIMILAR METHOD.(4.406.1) ALGA 1 MANUAL D4009(RESIDENTIAL DUCT 4 i r✓
SEALANT VOC LIMIT SYSTEMS),A5HRAE HANDBOOKS OR OTHER l� rn w r\ / ' 220 NEWPORT CENTER DRIVE,SUITE 11-342 E'OUNDA PION PLAN
AN
5. UTILIZE ONE OF THE GITYS APPROVED FRANCHISE "y " ' /a' ''
(LESS YN4TB AND LE55 EXEMPT COMP0dND5 N GRAINS l TE U EQUIVALENT DESIGN SOFTWARE OR METHODS. NEWPORT BEACH,CALIFORNIA g2660
si
HAULERS TO RECYCLE AND/OR SALVAGE AMINI- `!" ~(! , � �
MUM OF 65%OF THE NONHAZARDOUS GONSTRUG- �'" ("T _ r g4W725-10g1 FRAMING PLANS m
SEALANTS VOC LIMIT c. SELECT HEATING AND COOLING EQUIPMENT 1 x
TON AND DEMOLITION WASTE.(4.406.1,4.408.3) ARCHITECTURAL 250 ACCORDING TO AN51/AGGA 3 MANUAL 2-2004 r" S2
MARINE DECK 760 (RESIDENTIAL EQUIPMENT SELECTION),OR r r - /'�" ' 1•' �!� ... J
WATER EFFICIENCY AND CONSERVATION OTHER EQUIVALENT DESIGN SOFTWARE OR ` . "' {' ? - ', > ' ' - - '1/ STRUCTURAL ENGINEERING SIGN
N STRUCTURAL
RGE CONSULTANTS, INC. GENERAL NOTES y
6. NEW RESIDENTIAL DEVELOPMENTS WITH AN NON-MEMBRANE ROOF 300 METHODS. � 18021 SKY PARK GRGLE,SUITE E2 s
S'I RUC I'UR.M.
AGGREGATE LANDSCAPE AREA EQUAL TO OR ROADWAY 250 INSTALLER AND SPECIAL INSPECTOR QUALIF CAT ONS IRVINE,CALIFORNIA g2614 2
GREATER THAN 500 5QUARE FEET SHALL COMPLY SINGLE PLY ROOF MEMBRANE 450 18. HVAG SYSTEM INSTALL ER5 SHALL BE TRA NED g4q/466-93M S G D TYPICAL DETILS R
WITH GAYS WATER ,1,NEIENLT LANDSCAPE OCHER 420 AND CERTIFIED OR WORK UNDER DIRECT SUFER- 1 ALI REMI STRUCTURAL Q10
ORDNANCE. TURF .,,ND FI 14,11) VISION OF TRAINED AND CERTIFIED INSTALLERS 1 S D 1 DETAILS
1. PLUMBING FIXTURES AND FITTINGS SHALL COMPLY SEALANT PRIMERS IN THE PROPER INSTALLATION OF HVAG SYSTEMS 1
WUTH THE FOLLOWNG:(4.303.1) ARCHITECTURAL (102.1) SOILS ENGINEER STRUCTURAL
FIXTURE TYPE MAX.FLOW RATE NOPOROUS � ig. HVAC SPECIAL INSPECTORS MUST Be QUALIFIED DEVELOPMENT STANDARDS 5EGA 775-0 MONTE VI5A A'AVVENUE S D 2 DETAILSTRUCTURAL
r_� /1 •�
AND ABLE TO DEMONSTRATE COMPETENCE IN STRUCTURAL I--�
SINGLE 5HOPERHEADS 2 GPM®80 PSI MODIFIED BITUMINOUS 500 THE DSCIPUNE THEY ARE INSPECTING.(102.2) C05TA MESA,CALIFORNIA g2621 S D 3
DETAILSJI
MULTIPLE COMBINED FLOW RATE OF MARINE DECK 760 DOCUMENTATIONS DEVELOPMENT STANDARD STANDARD PROPOSED 94q/642-g50g JOB#: IH14q.1
SHOWERHEADS 2 GPM 0 60 P51 g4q/642-1290 FAX DATE: 11/5/2018 STRUCTURAL
RESIDENTIAL 1.2 GPM®60 PSI OTHER ISO 20. AN OPERATION AND MAINTENANCE MANUAL,CD, 5E(BAGK5 (MIN) S D4 STRUCTURAL
fUIlT ua
NEB-BASED REFERENCE OR OTHER APPROVED
LAVATORY FAUCETS 13:PANTS,5TAN5,AND OTHER COATINGS SHALL 8E MEDIA SHALL BE PROVIDED BY THE BUILDER TO
COMMON AND PUSUC USE 0.5 GPM a 60 PSI COMPLIANT WITH VOG AND OTHER TOXIC WM- THE BUILDING OCCUPANT OR OWNER AT THE FRONT 5 FEET 5 FEET S D 5
LAVATORY FAUCETS POUND LIMITS SET FORTH IN TABLE 4.504.3. FINAL INSPECTION. IT SHALL INCLUDE OPERATION
KITCHEN FAUCETS tU5 GPM®60 P51D (4.504,2,2) MAINTENAANGE INSTRUCTION OF THE EQUIPMENT SIDES 3 FEET 5 FEET SIGNED DATE S D6 SI RUCIURAI. _
VOG CONTENT LINTS FOR ARCILTIEGNRAL COATN6S!•2 AND APPLIANCES.(4.410.1) DETAILS
METERING 0.25 GALLONS PER REAR 5 FEET 5 FEET X.
FAUCETS CYCLE,MAXIMUM (GRAMS OF VOC PER LITER OF COATING, 21. DOCUMENTATION SHALL BE PROVIDED TO VERIFY SURVEYOR -,
LESS WATER AND LESS EXEMPT COMPOUNDS) THAT FN15H MATERIALS USED COMPLY WITH VOC, H FX 1 HARDY FRAME DF:1 AILS
WATER CLOSETS 1.25 GALLONS PER FLUSH ALLOWABLE FLOOR AREA 3186 SQUARE FEET 3181 SQUARE FEET L.OREN K.TOOMEY,PL5 445q z
COATING CATEGORY VOC,LIMIT LIMITS A5 SET FORTH IN TABLES 4.504.i,4.504.2, - Q
WALL MOUNTED URINAL 0.125 GALLONS PER FLUSH d 4,504.3.(4,504.2.4) ALLOWABLE 3RD FLOOR AREA NOT APPLICABLE (R-BU N/A 247g1 BELGRB?!PLACE �
FLAT COATINGS 50 LAKE FOREST,CALIFORNIA g2690 H FX2 I TARDY FRAME DETAILS
ALL OTHER TYPES OF URINAL 0,5 GALLONS PER FLUSH NON-FLAT COATINGS 100 �• DOCUMENTATION SHALL BE PROVIDED TO VERIFY g4q/770-1g41 3
1. INCLUDES SINGLE AND DUAL FLUSH WATER THAT COMPOSITE WOOD PRODUCTS USED OFEN 5PACE NOT APPLICABLE (R-BU NA/
CLOSETS WITH AN EFFECTIVE FLUSH RATE OF NON-FLAT HGH OL095 COATINGS ISO COMPLY WITH FORMALDEHYDE LIMITS SET FORTH H FX3 HARDY I'RAMH DFI AILS
1.26 GALLONS OR LESS PER A5ME A122,iq,299,2 SPECIALTY COATINGS IN TABLE 4,504,5.(4,504.5,1) PARKING 2 GAR GARAGE 2 GAR GARAGE CIVIL ENGINEER
FOR SINGLE FLUSH AND ASME A112.iq,14 FOR ALUMINUM ROOF COATIN65 400 23• DOCUMENTATION WHICH SHOWS COMPLIANCE ROBN B,HAMERS 4 ASSOCIATES, INC.
DUAL FLUSH TOILETS. HEIGHT 24 FEET FLAT ROOF 24 FEET FLAT ROOF
BASEMENT SPECIALTY COATINGS 400 W TH GAL GREEN GODS INCLUDING CONSTRUCTION 254 EAST 1-ITH STREET,SUITE 205 TITLE 24 FORMS
2. LAVATORY FAUCETS SHALL NOT HAVE A FLOW DOCUMENTS,PLANS,SPECIFICATIONS,BUILDER 2q FEET SLOPED ROOF 2q FEET SLOPED ROOF COSTA MESA,CALIFORNIA g2621 T24-1
BITUMINOUS ROOF COATINGS 50 OR INSTALLER CERTIFICATION,AND INSPECTION
RATE LESS THAN 0.8 GPM®20 P51. g4q/548-i1g2 T24-2
BITUMINOUS ROOF PRIMERS 350 REPORTS AND VERIFICATION SHALL BE AVAILA- I I'I LE:24 FORMS 3
ENVIRONMENTAL QUALITY BOND BREAKERS 350 BLE AT THE FINAL INSPECTION.(103.1) SITE NOTES PROJECT NOTES
6. MOISTURE CONTENT OF BUILDING MATERIALS U5ED 24. GAL GREEN DOCUMENTATION COMPLIANCE
IN WALL AND FLOOR FRAMING 5 CHECKED BEFORE CONCRETE CURING COMPOUNDS 350 CERTIFICATION FORM 6 REQUIRED TO BE �1 LANDSCAPE PLAN
ENCLOSURE ACCORDING TO ONE OF THE FOLLOWNG: CONCRETE/MA50NRY SEALERS 100 SUBMITTED TO THE BUILDING INSPECTOR PRIOR 1. GRADING:SEE SHEET Cl. iq. PER CITY STANDARD STD-165-L,WHERE THE FA511NO 1. WSON COMPANY APPROVAL 15 REQUIRED FOR 11. UTILITY DEPARTMENT TO INSPECT MAIN SEWER SGNED DATE
a, MOISTURE CONTENT SHALL BE DETERMINED ORIVENIAY SEALERS 50 TO FINAL BUILDING INSPECTION.(SECTION 103.1) 2 ALL PLANTING TO 3E NON-INVA5NE. DRIVEWAY APPROACH 15 REMOVED AND N9iERE THE METER LOCATION PRIOR TO INSTALLATION, HOOK-UP PRIOR TO BUILDN6 FINAL.EXISTING U c
WITH EITHER A PROBE-TYPE OR CONTACT-TYPE DRY FOb COATINGS ISO 9 ALL ENCROACHMENTS WITHIN THE PUBLIC R6HTHOF- NEW DRIVEWAY APPROACH IS CONSTRUCTED,A MINI- SERVICE TO BE UNDERGROUND IF RELOCATED LATERAL TO BE CHANGED AND CLEAN4UT(406-LU AREA PLANS �/ s
M0151VRE METER.EQUIVALENT MOISTURE MUM 12"WIDE X 12"DEEP FULL DEPTH CONCRETE OR A NEW SERVICE 15 INSTALLED.FIELD INSTALLED TO COMPLY WITH CITY STANDARDS IF areas 1 +2 1,51 +2ND FLOOR
VERIFICATION METHODS MAY Be APPROVED FAUX FINISHING COATING$ 950 WAY MUST BE REVIEWED AND APPROVED BY THE PATCH BACK SHALL LSE CONSTRUCTED ALONG THE INSPECTORS TO REVIEW AND APPROVE FUTURE ANY OF THE POLLOMN&CONDITIONS=%, AREA SUMMARY N o
BY THE ENFORCING AGENCY AND SHALL FIRE RESISTIVE COATINGS 550 PUBLIC WORKS DEPARTMENT UNDER A SEPARATE ENTIRE LENGTH OF THE NBA DRIVBAAY APPROACH, UNDERGROUND SERVICE REQUIREMENT PRIOR TO THIS ALL BE DETERMINED BY THE BUILDING CITY OF NEWPORT BEACH AREA PLANS
SATISFY REQUIREMENTS FOUND IN SECTION PERMIT AND MAY REQUIRE THE EXECUTION OF AN SUCH PATCH BACK PANEL SHALL BE VOWEL EP INTO CONCRETE PLACEMENT. INSPECTOR. areas 3 3RD FLOOR
FLOOR COATIN65 100 ENCROACHMENT AGREEMENT,THERE 15 NO
101.8 OF THIS CODE. FORM-RELEASE COMPOUNDS 250 GUARANTEE THAT ENCROACHMENTS SHOWN ON THE THE EXISTING CONCRETE ROADWAY AND CONCRETE 2, SOILS ENGINEER TO REVIEW AND APPROVE A. ALTERATIONS TO THE BUILDNG SENER,15 N
b. MOISTURE RFADINC75 SHALL BE TAKEN AT A GUTTER FOUNDATION AND GRADING PLANS.SOILS ENGINEER DONE. PURIST FLOOR tOg9.99 5F Q
POINT 2 FEET TO 4 FEET FROM THE GRADE GRAPHIC ARTS COATINGS(SIGN PAINTS) 500 SITE PLAN ALL BE APPROVED BY THE FUBLIr FOOTING _
STAMPED END OF EACH PIECE TO BE VERIFIED. HIGH TEMPERATURE WATING5 420 MOR�DEPARTMENT. Z0 BE INSTALLED AN. ALL PRIVATE ID P05MONED INN AA MANNER THAT TAND DES GN BEARIINNGTPRESSURE,&RADAN6 AND B. ADDITIONALIN PLUMBING BUILDING
U REQUIRE THIRD FLOOR = '210.67 5F BUILDING CODE y
4. PROVIDE 2 LAYERS OF SANDBAGS AT PROPERTY WILL NOT CAUSE IRRIGATION 04MSPRAY ONTO THE COMPACTING OF SUS&RADE PRIOR TO POURING INCREASE IN 57E OF BUILDING LIVE. INFORMATION:
O
c. AT LEAST THREE RANDOM MOISTURE READINGS INDUSTRIAL MAINTENANCE COATIN65 250 LINES FOR M0510N CONTROL PER NBMG,TYP, PUBLC BOARDWALK, CONCRETE.FOR OVER-EXCAVATION AND C. WHLRN IT 15 FOUND THAT THE BUILDING SEWER TOTAL DWELLING = 2123.51 SP �� O
SHALL BE PERFORMED ON WALL AND FLOOR LOW SOLIDS COATINGS 120 15 INSTALLED IN AN ILLEGAL OR UNSANITARY
FRAMING WITH THE DOCUMENTATION ACCEFT- S. REMOVAL OF ANY CITY TREES REQUIRES PRIOR 21. ALL WORK RELATED TO WA5T13WTCR N PUBLIC RIGHT- RFGOMPAGT ON DURING GRADING OPERATION GARAGE 457.50 5F OCCUPANCY. R3N
ABLE TO THE ENFORCING AGENCY PROVIDED MA6NE51TE CEMENT COATINGS 450 APPROVAL FROM GENERAL SERVICES DEPARTMENT. OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SOILS ENGINEER TO VERIFY COMPETENT SOIL AT MANNER. � G.Lr
AT THE TIME OF APPROVAL TO ENCL05E THE MASTIC TEXTURE GOATNG5 100 6. TREES ARE REQUIRED TO BE PLANTED IN PARKWAY SANITATION SENE2 CONTRACTOR OR AN"A"LICMED EXTENT OF EXCAVATION PRIOR TO BACK-FILL D. IF AREA OF STRUCTURAL REMODEL+ TOTAL STRUCTURE = 3180,815E CONSTRUCTION TYPE: TYPE V-B NR
WALL AND FLOOR FRAMING. ABUTTING THE BUILDING SITE IF A NEW BUILDNG 5 GENERAL ENGINEERING CONTRACTOR. AND RECOMPAGTION• ADDITION 5 GREATER THAN 50%OF 5PRINKLERED: YE5 PER NFPA,3D rn
METALLIC,PIGMENTED COATINGS 500 CON5TRUGTED,PER MUNICIPAL CODE SECTION S. PROVIDE PRE55URE REGULATOR IF WATER 15 EXISTING AREA, ROOF DECK = 184 45 5F c
9, AEROSOL PANTS COATINGS SHALL BE COMPLIANT 22. ALL WORK RELATED TO WATEI2IN FUBLUG RIGHT-OF-WAY ZONE: R-BI
W TH PRODUCT NEIGHTED MIR LIMITS ROC AND MOLT COLOR COATINGS 250 13AgA10. e%XL BE FW BY A C-54 UGEN5ED PPB ME EQUAL TO OR GREATER THAN EIGHTY POUNDS E. W4EN b OR MORE FIXTURE UNITS(PER UPC, BALCONIES = 24OA2 9F
OTHER TOXIC COMPOUNDS IN SECTION 94522(A)(3) PRETREATMENT NW`H PR MER 2` 420 7. PROVIDE TREES N THE PARKWAY ADJONIN6 THIS CONTRACTOR OR M"A"LICENSED(750AL WiNEE RING e-QU NGFf(80 P51). 7 9)ARE ADDED TO AN EX STING SYSTEM
AND OTHER REQUIREMENTS IN SECTIONS PRIMERS,SEALERS,AND UNDERGOATERS 100 517E TO THE SATSFAGTION OF THE GENERAL. CONTRACTOR, 4. SEPARATE APPLICAT ON PERMIT 15 REQUIRED (LAY: 1 UNIT,TOILET:3 VNIT5.SINK:2 UNITS, ALLOWABLE DEFERRED SUBMITTALS
64522(W(2)AND(0)(2)OF THE CALIFORNIA GODS SERVICES DEPARTMENT(g4W644-3083).APPROVAL LAUNDRY:2 UNITS,BATHTUB,SHOWER:2
REACTIVE PENETRATING SEALERS 350 23, NO REM RED,FENCE BARRIER AND WALKWAY COVER FOR DEMOLITION,RETAINING WALLS,PATIO UNITS),ELECTRICAL PANEL SCHEDULE AND i01W.51 X 1.5 = 29W.M SF 9PRNKLERS ^
OF REGULATION5,TITLE 11,COMMENCING WITH FROM GENERAL SERVICES IS REQUIRED ON THE TO BE CONSTRUCTED PER CBC 3306.5,3306.6 AND COVERS,FENCES OVER 3'-6"HIGH AND 2 CAR GARAGE = 200.00 5F L�
SECTION 64522.(4,504.2.3) RECYCLED COATINGS 250 BUILDING INSPECTION CARD PRIOR TO FINAL 3506T POOL5/5PA5 CIRCUIT ORAWN65 ARE REQUIRED FOR SUBMIT SPRINKLER PLANS TO NENPGRT BEACH FIRE
10.CARPET AND CARPET SYSTEMS SHALL BE ROOF COATINGS 50 INSPECTION. SERVICE EXCEEDING 400 AMPS. - DEPARTMENT AND PROVIDE PLANS APPROVED BY r - ,
COMPLIANT WRH THE FOLLOW NG:(4.504 3J RUST PREVENTATIVE COATINGS 250 S. SURVEYOR SHALL MONUMENT PROPERTY CORNERS 24. N ADDITION TO PROTECTION OF PM 5TRIAN5,PROVIDE S. A LICENSED SURVEYOR SHALL COMPLETE A FEMA 16. PRIOR TO PERFORMING ANY WORK iN THE CITY TOTAL ALLOWABLE 3185.77 5F NEWPORT BEACH FIRE DEPARTMENT AT TIME OF W �
CON57RUCTCN FENCING 72"TO 84"HGH. ELEVATION C•ERTIFiGATE(EC,)AND SUBMIT IT TO RIGHT-0E-WAY,AN ENCROACHMENT PERMIT MUST FRAMING INSPECTION. O <
a. CARPET AND RUG INSTITUTES GREEN LABEL 5HELLACS BEFORE STARTING GRADING,WITH PERMANENT LOT AREA = 0.0635 ACRES
PLUS PRO5RAM. CLEAR ISO MONUMENTS.SURVEYOR TO FILE A CMER RECORD TABLE 3306.1 FROTECTON OF PEDE5TRIANS THE BUILDING DEPARTMENT INSPECTOR DURING BE C>BTAINED FROM THE PUBLIC WORKS
OR A RECORD OF SURVEY WITH THE OFFICE OF THE FINAL INSPECTION. DEPARTMENT. (2766'35 ) BUILDING MODIFICATION FOR UNDER-SLAB DUCT
b. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH OPAOUE `•50 COUNTY 5URVEYOR,EVIDENCE OF FILING SHALL BE HEIGHT OF DISTANCE FROM TYPE OF b. THE Er,MUST 8E APPROVED BY THE GITYS tg. A PURL C WORKS DEPARTMENT ENGROAGHNIENT SYSTEM(SUBTERRANEAN DUCTING MUST BE SUB-
CONSTRUCTION PROTECTION BUILDABLE AREA = 1gg0.51 SF N
SPECIFICATION 01590. SPECIALTY PRIMER5,5EALERS, 100 SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO CONSTRUCTION COMMUNITY RATING SYSTEM(095)PRIOR TO PERMIT INSPECTION 15 REQUIRED BEFORE THE MITTED THROUGH MODIFICATION FOR APPROVAL
TO LOT LINE REQUIRED
c. NSF/ANSI 140 AT THE GOLD LEVEL. �D��A� FOUNDATION INSPECTION. REQUESTING FINAL INSPECTION. BUILDING DEPARTMENT PERMIT FINAL GAIN BE PRIOR TO PERMIT 155UANGE)
d. SCIENTIFIC,CERTIFICATION SYSTEMS INDOOR STANS 250 q, CONTRACTOR TO OBTAIN AN ENCROACHMENT 8 FEET LESS THAN 5 FEET CONSTRUCTION 1. ALL MECHANICAL AND ELECTRICAL EQUIPMENT, ISSUED,AT THE TIME OF PUBLIC WORKS DEPART- O
OR LESS RAIUN65 MENT INSPECTION,IF ANY OF THE EXISTING PUBLIC IMPERVIOUS SURFACE 2488.35 5F SOUND ATTENUATION FOR MECHANICAL EQUIPMENT
ADVANTAGE GOLD STONE GON50LIDANTS 450 PERMIT FROM PUBLIC WORKS PRIOR TO PERFORMING INCLUDING DUCT 6 MEAN S,TO BE ABOVE ELEVA-
ANY OFF-SITE WORK 5 FEET OR MORE NONE LION g.00'NAVD88 MEAN SEA LEVEL(M.S.LJ. IMPROVEMENTS SURROUNDING SI THE 517E 19 LANDSCAPE AREA, = 278 5F
11. MINIMUM 80%OF FLOOR AREA RfGENING RE51L- SWIMMING POOL COATINGS 340 BARRIER AND DAMAGED,NEW CONCRETE SIDEWALK,GARB AND SOLAR PANELS
TENT FLOORNG SHALL COMPLY WITH ONE OF THE TRAFFIC MARKING COATINGS 100 10. AN ENCROA I-MMENT AGREEMENT 6 REQUIRED FOR 6. AN APPROVED ALTERNATE METHOD OF CON- GUTTER,AND ALLEY/STREET PAVEMENT WILL BE w
FOLLOWNG:(4.504.4) ALL NON-STANDARD IMPROVEMENTS WITHIN THE LESS THAN 5�T COVERED 5TRUGTION(MOD)FORM MUST ACCOMPANY THE DEFERRED SUBMITTALS TO BE REVIEWED BY THE
REQUIRED.ADDITIONALLY, IF EXISTING UTILITIES
TUB AND TILE REFINISH COATINGS 420 FUBUG RGHT-0E-WAY.ALL NON-STANDARD ��Y EG SUBMITTAL FOR REVIEW 8Y THE GR5 COORDI- PROJECT ARCHITECT OR ENGINEER OF RECORD AND
a. VOC EMISSION LIMITS DEFINED IN THE INFRASTRUCTURE ARE DEEMED 50-OTANDARD,
WATERPROOFING MEMBRANES 250 IMPROVEMENTS SHALL COMPLY NTH CITY COUNCIL 5 FEET OR MORE NATOR,AND THE MECHANICAL DUCTING SYSTEM CERTIFIED PRIOR TO SUBMITTAL FOR PLAN REVIEW C�
COLLABORATIVE FOR HIGH PERFORMANCE BWZR MD A NEW,LINER WATER /011 U!_WATER METER BOX,
SCHOOLS(CANES)HIGH PERFORMANCE WOOD COATINGS 215 FOXY L b. BUT NOT MORE THAN COVERED MUST HAVE ITS LAMEST ELEVATION THE COMMENTS
SEYER LATERAL AND/OR GLEANOUT WTH BOX
OF PRODUCT DATABASE. WOOD PRESERVATIVES 350 11, NO TRDC 415 OR EXCAVATIONS 5 FEET OR MORE 4 THE H06,1417
6,1 ON AA�Y OF SECTION D OF THE EC REGARDUNDER SECTION C,22 ATH NOTES ING NG THE h'M'�� WITH UP WILL BE REGNRREO.100%OF THE COST
IN DCEN INTO WHICH A PERSON B REQUIRED TO SHALL E E BORNE BY THE PROPERTY OWNER, VICINITY MAP
b. PRODUCTS COMPLIANT WITH G4P5 CRITERIA MORE THAN APPROVED MOD,NOTES MUST INCLUDE THE NEXT
Z NG R1GN PRIMERS 340 DESCEND OR OBTAIN NECESSARY PERMIT FROM THE 5 FEET OR MORE SAID DETERMINATION AND THE EXTENT OF R�AIR
CERTIFIED UNDER THE 6RERNGUARD GH IDREN 8 FEE T LOWLIEST ELEVATION OF MACHINERY OR EQUIPMENT
AND SCHOOLS PROGRAMS. 1. GRAMS OF VOC,PER LITER OF COATING, STATE OF CALIFORNIA DIVISION OF INDUSTRIAL BUT BETWF.EIN 1/4 AND 1/? gARR� WORK SHALL BE MADE AT THE DSGRETION OF
SAFELY, THE HEIGHT OF SERVICING THE BUILDING WITH ITS MEASURED THE PUBLIC WORKS INSPECTOR. 1N
c. CERTIFIED UNDER THE RESILIENT FLOOR NGLUDNG WATER AND INCLUDING EXEMPT CONSTRUCTION ELEVATION.
COVERING INSTITUTE(RFG)FLOORSCORE COMPOUNDS 12 FENCES AND WALLS WITHIN THE SIDE YARD SET- q, CONTRACTOR TO HAVE LAB TEST FOR 501E 20• PROVIDE TWO COPIES OF SOILS AND FOUNDATION
BACKS SHALL NOT EXCEED 6'-0"AS MEASURED 5 FEET OR MORE INVESTIGATION REPORT BY A LICENSED 6EOTEGH-
PROGRAM, 2. THE SPECIFIED UMITS REMAIN IN EFFECT UNLE55 6 FEET SULFATES PRIOR TO GALLING FOR FOUNDATION
FROM q.00'NAV58.PORTION OF THE FENCE OR BUT EXGEEDNG NiGAL ENGINEER.PROVIDE"FINAL REPORT',WET
d. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH REVISED LIMITS ARE LISTED IN 5U65EQUENTLAL LUAU-ABOVE SIX FEET IN HEIGHT FROM THE EXISTING THE HEIGHT OF CONSTRUCTION INSPECTION AND SHOW SULFATES ARE NEGLIGIBLE STAMPED,516NW AND DATED. JOB# 5TECKLER
SPECIFICATION 01350. COLUMNS IN THE TABLE. GRADE PRIOR TO CONSTRUCTION MUST BE 60%OPEN, CONSTRUCTION FENCNG OR COMPLY WITH TABLE i4-A-4.
S. VALUES IN THI5 TABLE ARE DERIVED FROM 10, TEMPORARY SHORN&15 REQUIRED FOR EXCAVA- 21. CONTRACTOR SHALL NOTIFY ADJACENT
12. ADHESIVES,SEALANTS AND CAULKS SHALL BE 13. FENCES,HEDGES,WALLS,RETAINING WALLS,GUARDRAILS PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS
COMPLIANT WITH VOLATILE COMPOUND(VOG) THOSE SPECIFIED BY THE CALIFORNIA AIR OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42" 25. THE HEIGHT OF FENCES AND WALLS WITHIN REQUIRED TION MICi REMOVES THE LATERAL SUPPORT PRIOR TO STARTING EXCAVATION WORK, DRAWN BY pdw
LIMITS,TABLE 4,504.1 OR TABLE 4.504.2, RESOURCES BOARD,ARCHITECTURAL COATINGS FROM EXISTNG GRADE FRIOR TO CONSTRUCTION WITHIN SIDE AND REAR YARD SETBACK AREAS MAY BE IN- FROM A PUBLIC,WAY OR AN EXISTING BUILDING _ PAC FIC
(CC,SECTION 4,504,2.1). 08 TED CONTROL INFORMATION 15 MEASURE,FEBRUAA FRROM THE RMIRED FRONT SETBACK OR ON BALBOA ISLAND, CREASED PROVIDED THE HEIGHT DOES NOT EXCEED EXCAVATIONS ADJACENT TO A PUBLIC,WAY 22' PER VIDE NH STANDARD 6MECHANICAL
2A07 VENTILATION
.4WITH A HAW 4Y
SHALL NOT EXCEED 5'-0"FROM EwSTIN6 GRADE a�FEET A5 MEASURED FROM THE PROPOSED FIN- REQUIRE PUBLIC,WORKS APPROVAL PRIOR TO PLOT DATE 6/1 W2019
THE A R R BOARD, ISFIED GRADE AND NINE FEET AS MEASURED FROM ISSUANCE OF A BUILDING PERMIT,SHORING MUST EXCEPTION THAT NATURAL VENTILATION THROUGH
THE UFPEI2 3'-0"MUST BE AT LEAST 40%OPEN, THE EXOTN&GRADE PRIOR TO CONSTRUCTION. BE DESIGNED BY A REGISTERED CIVIL ENGINEER. DOORS AND WINDOWS 5 NOT ANACCEPTABLE
14. DISTANCE FROM FADE OF FOUNDATION TO ADDTONALLY,THE HEIGHT OF FENCES OR WALLS ALTERNATIVE TO WHOLE HOUSE VENTILATION Q REVISION BY DATE
PROPERTY LINE TO BE ZONNb SETBACK PLUS WALL SHALL NOT E(GEED NNE FEET AS MEASURED FROM 11. ALL PLUMBING FIXTURES SHALL COMPLY WITH FOR CONTINUOUS
EXCEPTION 5 TO VENTILATION,
TION,),
FNISH THICKNM,MINIMUM. _ THE MAXIMUM PLOW RATES IM NOTED IN THE TS FOR CONTINUOUS WHOLE HOUSE VENTILATION
ON,
15, THE WATER METER AND SEVER GLEAN OUT THAT TION OF THE PENCE OR MALLABOVE S FEET IN°R AND C L (SRMN MANDATORY
MINIMUM REQUIREMENTS MINIMUM REQUIRED RATE OF CONDITIONED
L OF 1 GPM
SERVE THE NEW RESIDENCE SHALL 5E LOCATED HEGHT FROM THE EXISTTN6 GRADE PRIOR TO CON- AND GAL GREEN MANDATORY REQUIREMENTS. FOR EACH 100 5P OF COND TIONED FLOOR AREA rv�v v� nnn
WITHIN THE ALLEY/STREET AND SHALL HAVE A STRUCTION SHALL BE CONSTRUED OF OPEN 6RLL- 12, CONSTRUCTION INSPECTION PER CBC M.108. PLUS 1.5 CFM FOR EACH OCCUPANT
TRAFF"RADE BOX AND COVER.95WER CLEM= WORK,WROUGHT IRON,LATTICEWORK,PICKETS,OR 13. MINIMUM DESIGN SOIL BEARING IS 1 (1 OCCUPANT PER BEDROOM+1).
SHALL BE CONSTRUCTED FIR CITY STANDARD 5NIILAR MATERIALS SO THAT AT LEAST SX7Y(60) UNLESS NOTED OTHERWISE ON SHEET S6N VENTILATION TO BE PROVIDED BY EXHAUST AIR, DAY
#40b-L. PERCENT OF THE PENCE OR WALL 5 OPEN OR 5 FOUNDATION NOTE#4. SUPPLY AIR OF COMBNED EXHAUST AND SUPPLY 02 >
BAL80A BLAND <
16. MTN$STREET TREES SHALL BE PROTECTED IN CONSTRUCTED OF A TRANSPARENT MATERIAL THE 14. MAXIMUM TEMPERATURE OF 120 DEGREES AT ALL 29. PROVIDE IN KITCHEN$LOCAL EXHAUST 5Y57EM
Pam, HEIGHT OF A FENCE,HEDGE,OR WALL SHALL BE SHOWERY AND TUB/SHO/ERS TO BE PROVIDED VENTED TO OUTDOORS WITH RATE-100 CFM
17, ALL UTILITY SERVICE CONNEGTION5 SHALL LSE MEASURED FROM THE EXISTING&RAVE PRIOR TO BY THE USE OF PRESSURE BALANCE OR THERMO- 24. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF SITE r
MADE UNDERGROUND, CONSTRUCTION AT THE LOCATION WHERE THE FENCE, STATIC MIXING VALVES. NENPORT BEACH DOES NOT RELIEVE APPLICANTS p
16, NM CONCRETE SIDEWALK,CURB AND GUTTER,CURB HEDGE,OR
WALL IS LOCATED 15. ALL LANDSCAPING N PUBLIC RIGHT-OF-WAY OF THE LEGAL REQUIREMENTS TO OBSERVE �T5
ACCESS RAMPS,AND STREET PAVEMENT MAY BE FRONTING PROJECT SITE SHALL BE REPLACED COVENANTS,CONDITIONS AND RESTRICTIONS WHICH ^^^^A A A
REWIRED BY THE CITY AT THE T ME OF CGN5TRUG BY LANDSCAPING TO THE 5ATI5PAGTION OF THE MAY 8E RECORDED AGAINST THE PROPERTY OR NBNPORT BAY
TION,SAID DETERMINATION SHALL BE MADE AT THE
GENERAL SERVICES DEPARTMENT. TO OBTAIN PLANS.YOU SHOULD CONTACT YOUR
COMMUNITY Y CONSTRUCTIATIONSON
PRIOR O COMIZED BY TH1
DISCRETION OF THE PUBLIC WORKS INSPECTOR. 16. A BUILDING HEIGHT CERTIFICATE IS REQUIRED MEN7 OF ANY GONSTRJGTION AUTHORIZED 81'THIS y^T✓y�^f� 4e< ^^^ S
1. PRIOR TO POURING CONCRETE PERMIT. T 1
2. PRIOR TO IN5TALLN6 ROOF MATERIALS
TO ROOF RAFTERS
N