HomeMy WebLinkAboutSTECKLER 01 T1 Title Sheet REVI5ED1/10/2011 CAL GREEN NOTES -� PROJECT DATA SHEET INDEX M o
SCOPE 14. PARTICLE BOARD,MEDIUM DENSITY FIBERBOARD _ I H LF.SHFEF:I Z U
1. 2016 CALIFORNIA GREEN BUILDING STANDARDS ADHESIVE VOG LIMIT (MDF)AND HARDWOOD PLYWOOD USED IN INTER- PROJEC I D�SCRIP I ION T 1 w
CODE(CC,)I5 APPLICABLE TO ALL NEYN RE5IDEN- (LE55 WATER AND LE55 EXEMPT COMPOUNDS IN 6RAM5/LITER) IOR OR EXTERIOR OF THE BUILDING SHALL COM- DEMOLISH EXISTING STRUCTURE,CONSTRUCT NEW C/] L z _ I--
TIAL BUILDING5, INCLUDING BUT NOT LIMITED TO PLY WITH LOW FORMALDEHYDE EMISSION STAN- C 3 STORY 5INGLE FAMILY RESIDENCE AND CIVIL TITLE SI IEET �-)) r l r, 0 2
ARCHITECTURAL APPLICATIONS VOG LIMIT DARDS A5 SET FORTH IN TABLE 4.504.5 BELOW. - - C_ 1 C� U u0. O U
DWELLINGS,APARTMENT HOUSES,CONDOMINIUMS, - = ATTACHED GARAGE
HOTELS,AND OTHER TYPES OF DWELLINGS INDOOR CARPET ADHESIVES 50 (4.504.5): 1 /%� I/
CONTAINING SLEEPING ACCOMMODATIONS WITH OR CARPET PAD ADHESIVES 50 /���' PRECISE GRADING PLAN r1 N <
FORMALDEHYDE LIMITS LEGAL DESCRIPTION: C-2 " u o
WITHOUT COMMON TOILETS OR COOKING FACILITIES C/
REGULATED BY THE DEPARTMENT OF HOU5IN6 AND OUTDOOR CARPET ADHESIVES 50 (MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION)
COMMUNITY DEVELOPMENT(HOP-1). WOOD FLOORING ADHESIVES 100 PRODUCT LIMIT TH05E PORTIONS OF LOTS AND 10,BLOCK 1, SITE DETAILS (J U
d�.. -�- � 1 ( RESUBDIVI510N OF SECTION 1,BALBOA ISLAND, IN THE
(NBMG 15.11.010,GG SECTION 101.3.1). RUBBER FLOOR ADHESIVES 60 HARDWOOD PLYWOOD VENEER CORE 0.05 1� -3 z IU- cp
d9 0 / CITY OF NEWPORT BEACH,COUNTY OF ORANGE,STATE <
2. 2016 CALIFORNIA GREEN BUILDING 5TANDARD5 5UBFLOOR ADHESIVES 50 HARDWOOD PLYWOOD COMPOSITE GORE 0.05 /W' 's - GFO TECHNICAL _
�� OF CALIFORNIA,A5 PER MAP RECORDED IN BOOK 6 O z
GORE(GC,)15 APPLICABLE TO ADDITIONS OR CERAMIC TILE ADHESIVES 65 PARTICLE BOARD O.OLI 100 _ PAGE 30 OF MISCELLANEOUS MAPS, IN THE OFFICE OF C-4 RF:COMMENDA(IONS z O <
ALTERATIONS OF EXISTING RESIDENTIAL BUILDINGS ` - ` `
VCT AND ASPHALT TILE ADHESIVES 50 MEDIUM DENSITY FIBERBOARD 0.11 \ T- E''` THE COUNTY RECORDER OF SAID COUNTY,LYING CONS IRUCI ION P01,1111fION WHERE THE ADDITION OR ALTERATION INCREASES � Db. 6p q ,pZ 3
THE BUILDING'5 CONDITIONED AREA,VOLUME,OR DRYWALL AND PANEL ADHESIVES 50 THIN MEDIUM DENSITY FIBERBOARD 0.13 �ppo ' �?ap� b ` _ _ NORTHWE5TERLY OF THE FOLLOWING DESCRIBED LINE: C-5 PREVENTION PLAN- No Z
SIZE.THE REQUIREMENTS SHALL APPLY ONLY TO COVE BASE ADHESIVES 50 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE ---
BEGINNING AT A POINT IN THE 50UTHWESTFRLY LINE OF EROSION CONTROL PLAN cv
AND/OR WITHIN THE SPECIFIC AREA OF THE �_
ADDITION OR ALTERATION.(301.1.1) MULTIFURP05E C.ON5TRUGTION ADHE5IVE5 10 SPECIFIED BY THE CALIFORNIA AIR RESOURCES _ SAID LOT 10,4.50 FEET SOUTHEASTERLY OF THE M05T TOPOGRAPI IIC SURVEY
STRUCTURAL GLAZING ADHESIVES 100 BOARD,AIR TOX105 CONTROL MEASURE FOR P ��' P SOUTHERLY CORNER OF SAID LOT g,THENCE NORTH SURVEY
--- -
ENERGY EFFICIENCY COMPOSITE WOOD AS TESTED IN ACCORDANCE *A fo��j �,a� - - � 63'2530"EAST 55.12 FEET TO A POINT IN THE NORTH-
51NGLE-PLY ROOF MEMBRANE ADHENVE5 250 WITH A5TM E 1333-gb(2002).FOR ADDITIONAL' p G���P
3. NEN ONE AND TWO FAMILY DWELLIN65 AND TOWN- "v ���' qq _� - / EASTERLY LINE OF SAID LOT 9,SAID POINT BEING 0.50 SI'fF.PLAN
HOU5E5 WITH ATTACHED PRIVATE GARAGE5 SHALL OTHER ADHESIVES NOT SPEGIFIGALLY LISTED 50 INFORMATION,SEE CALIFORNIA CODE OF RED- �P ap Dp�A�'P� 6y, " ` - FEET NORTHWE5TERLY OF THE M05T EASTERLY AO
INSTALL A LISTED NOMINAL 1 INCH INSIDE DIAMETER SPECIALTY APPLICATIONS ULATION5,TITLE 11,SECTIONS g3120-g3120.12. �.�d by �A `y,p ,%�� CORNER OF SAID LOT g.SAID LAND 15 INCLUDED WITHIN ,
RACEWAY TO ACCOMMODATE A DEDICATED 2.THIN MEDIUM DENSITY FIBERBOARD HAS AOfk 9p --- :. . .__ .- _ _.. ��i FLOOR PLANS
PVC WELDING 510 6�A /` 9p �, `�°
THE AREA ON A MAP FILED IN BOOK 3g PAGE 32 OFAl
205/240 VOLT BRANCH CICUIT. (4.106.4.1) MAXIMUM THIGKNE55 OF 5/16 INCH(SMM). �6 y� T T-�"":: .:� �� ! y RECORD OF SURVEYS IN THE OFFICE OF THE COUNTY
GPVG WELDING 4g0 O ,cryp���
a. THE RACEWAY SHALL ORIGINATE AT THE MAIN 15. ALL DUCT AND OTHER RELATED AIR 015TRIBUTION '0�'�" RECORDER OF SAID ORANGE COUNTY. ROOF PLAN
SERVICE OR 5UBPANEL AND TERIMINATE INTO A A55 WELDING 325 COMPONENT OPENING5 SHALL BE COVERED VN17H p p ��-/ � '3�'° r A2 SCI IEDULES
LISTED CABINET,BOX,OR ENCL05URE IN OL05E PLASTIC CEMENT WELDING 250 TAPE,PLASTIC,SHEET METAL OR OTHER 6 dpa. °' D � i
PROXIMITY TO THE PROPOSED LOCATION OF ADHESIVE PRIMER FOR PLASTIC 55o METH005 ACGEPTABLE TO THE BUILDING IN5PEC- �"� i�� �`' APN: /� EXTERIOR ELEVATIONS
AN ELECTRIC VEHICLE"EV"CHARGER. TOR TO REDUCE THE AMOUNT OF WATER,DUST Q� A x@�s :: ` A
CONTACT ADHESIVE 80 AND DEBRIS,WHICH MAY ENTER THE SYSTEM UNTIL P �Dyca /� d Gc Ain h / 050-011-25
b. THE SERVICE PANEL OR 5UBPANEINSTALL
A SHALL SPECIAL PURP05E CONTACT ADHESIVE 250 FINAL STARTUP OF THE HVAG EQUIPMENT.(4.504.1) lip,pc4�� � r _ram - A4 BUILDING SECTIONS
PROVIDE CAPACITY TO INSTALL A MINIMUM 40 ,„p
AMPERE DEDICATED BRANCH CIRCUIT AND STRUCTURAL WOOD MEMBER ADHESIVE 140 16. BATHROOM EXHAUST FANS SHALL BE ENERGY P 6 da'y �� A+B SEA ARC
SPACE RESERVED FOR INSTALLATION OF A TOP AND TRIM ADHESIVE 250 STAR COMPLIANT AND BE DUCTED TO TERMINATE A 09 �' -- BUILDING SECTIONS F� FiA
BRANCH CIRCUIT OVERGURRENT PROTECTIVE OUT51DE THE BUILDING.UNLE55 FUNCTIONING AS A OWNER A5 C-H Rp, F
DEVICE. SUBSTRATE SPECIFIC APPLICATIONS COMPONENT OF WHOLE HOUSE VENTILATION
c. THE SERVICE PANEL OR SUBPANEL CIRCUIT METAL TO METAL 30 5Y5TEM,FANS MUST BE CONTROLLED BY A a� A� -.- _ STECKLER FAMILY TRUST �P 2
P I IST+2ND FLOOR
HUMIDITY CONTROL CAPABLE OF ADJUSTMENT ! YINGENT WAYNE STEGKLER,TTEE A6 ELECTRICAL PLANS No. C 6947
DIRECTORY SHALL IDENTIFY THE OVERGURRENT PLASTIC FOAMS 50 � � 812 LINGOLN AVENUE
PROTECTIVE DEVICES SPACE RESERVED FOR BETWEN A RELATIVE HUMIDITY RANGE OF LE55 U A7 3RD FLOOR
POROUS MATERIAL(EXCEPT WOOD) 50 THAN OR EQUAL TO 50%TO MAX.80%.(4.506.1) PALO ALTO,CALIFORNIA g4301
FUTURE EV CHARGING A5"EV CAPABLE". - - -=>�->`
d. THE RACEWAY TERMINATION LOCATION SHALL WOOD 30 11. ALL DUCT SYSTEMS ARE SIZED,DESIGNED AND �""�- 'k �" f� l ` ' W iO3/626-5150 ELECTRICAL PLAN S��F _ ��' �P
! ► ARCHffECI'URAL• q 5 3�
BE PERMANENTLY AND VISIBLY MARKED A5 FIBEROLA55 80 EQUIPMENT 15 SELECTED U51N6 THE FOLLOWING tiL �� s , ,/L TF�F CAL�Fp�
"EV CAPABLE". 1. IF AN ADHESIVE 15 USED TO BOND 01551MILAR METHODS:(4.501.2) -a{A ` 1/ �~ / PROPERTY ADDRESS AG IN
r _ •� -- GENERAL NOTES
a. E-STABL15H HEAT L055 AND HEAT GAIN VALUES fi `
MATERIAL CONSERVATION AND RESOURCES EFFICIENCY 5UB5TRATES TOGETHER,THE ADHESIVES WITH I } l a _ . 132 SOUTH BAY FRONT ARCHITECTURAL
4. ANNULAR 5PAGE5 AROUND PIPES,ELECTRIC THE HIGHEST VOG CONTENT SHALL BE ALLOWED. ACCORDING THE AN51/ACCA 2 MANUAL J-2004 «, ! BALBOA ISLAND,CALIFORNIA°12662 A D 1 DETAILS AN J.N.HARRISON,ARCHITECT
GABLES CONDUITS OR OTHER OPENIN65 IN PLATE5 2. FOR ADDITIONAL INFORMATION REGARDING (RESIDENTIAL LOAD CALCULATION),ASHRAE ` . hereby expressly reserves Its common law copyright
HANDBOOKS OR EQUIVALENT DESIGN IV r� I [ -- ) a - :o `+ `T- ��" ARCI IITECTURAL and other proper rights m these plans.These inplans are
AT EXTERIOR WALL5 SHALL BE PROTECTED METHODS TO MEASURE THE VOG CONTENT `` DETAILS not to be reproduced ycopied or hanged in any fprm
METHODS. ARCHITECT (DESIGN PROFE5510NAL IN CHARGE) A p 2 whatsoever,nor are the to be asSigned to a third artu,
AGAIN5T THE PA55AOE OF RODENTS BY CL051NG SPECIFIED IN TH15 TABLE,5E SOUTH COA5T AIR without the express written permission and consent of
SUCH OPENINGS WITH CEMENT MORTAR,CONCRETE QUALITY MANAGEMENT DISTRICT RULE 1168. b. SIZE DUCT SYSTEMS ACCORDING TO ANSI/ s( . ' IAN HARR15ON AN J.N.HARRISON,ARCHITECT.
ALGA 1 MANUAL D-200g(RESIDENTIAL DUCT /� a� -� ' �' 220 NENFORT CENTER DRIVE,SUITE 11-342 FOUNDA FION PLAN
MASONRY OR SIMILAR METHOD.(4.406.1) SEALANT VOG LIMIT SYSTEMS),ASHRAE HANDBOOKS OR OTHER l� r` ;. ,. � � _-.- _ S 1
5. UTILIZE ONE OF THE GITY'S APPROVED FRANCHISE �`��
�. ' i NENPORT BEACH,CALIFORNIA 92660
HAULERS TO RECYCLE AND/OR 5ALVA6E A MINI- ( `' AND LE55 EXEMPT COMPOUNDS IN GRAMS/LITER) EQUIVALENT DESIGN SOFTWARE OR METHODS. �' N a' o g4q/-123-10g1
�S'" ,.,.,-H r � ` � FRAMING PLANS �
SEALANTS VOG LIMIT c. SELECT HEATING AND COOLING EQUIPMENT S2 s
MUM OF 65%OF THE NONHAZARDOUS CONSTRUC- ACCORDING TO AN51/ACCA 3 MANUAL 2-2004
TION AND DEMOLITION WASTE.(4.408.1,4.408.3) ARCHITECTURAL 250 (RESIDENTIAL EQUIPMENT SELECTION),OR / U STRUCTURAL ENGINEERING STR.UCTUR.AL v
WATER EFFICIENCY AND CONSERVATION MARINE DECK 760 OTHER EQUIVALENT DESIGN 50FTWARE OR �' ROE CONSULTANTS, ING. S G N GENERAL NOTES o;
6. NEW RESIDENTIAL DEVELOPMENTS WITH AN NON-MEMBRANE ROOF 300 METHODS. 15021 SKY PARK CIRCLE,SUITE E2
S'I RUCfURAL
AGGREGATE LANDSCAPE AREA EQUAL TO OR ROADWAY 250 INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS IRVINE,CALIFORNIA g2614 D L
GREATER THAN 500 SQUARE FEET SHALL COMPLY - TYPICAL DETI.ALS
5INGLE-PLY ROOF MEMBRANE 450 18. HVAG SYSTEM INSTALLERS SHALL BE TRAINED g4g/466-g3g4
WITH CITY'5 WATER EFFICIENT LANDSCAPE OTHER 420 AND CERTIFIED OR WORK UNDER DIRECT SUPER- ALI REZAEI S D 1 STRUCTURAL
ORDINANCE.(4.304.1,NBMG 14.11) V15ION OF TRAINED AND CERTIFIED INSTALLERS DETAILS
1. PLUMBING FIXTURES AND FITTINGS SHALL COMPLY SEALANT PRIMERS IN THE PROPER INSTALLATION OF HVAG SYSTEMS
SOILS ENGINEER sTRucTUR.AL s
WITH THE FOLLOWING:(4.303.1) ARCHITECTURAL (102.1) S D 2 w NON-POROUS 250 1g. HVAG SPECIAL INSPECTORS MUST BE QUALIFIED EGA CONSULTANTS,LLG DETAILS
FIXTURE TYPE MAX.FLOW RATE POROUS 115 D E V E L O I']V�E N T STANDARDS 315-G MONT7=VISTA AVENUE
SINGLE SHOWERHEADS 2 GPM®80 P51 AND ABLE TO DEMONSTRATE COMPETENCE IN STRUCTURAL
MODIFIED BITUMINOUS 500 THE P1501PLINE THEY ARE IN5PECTING.(02.2) COSTA MESA,CALIFORNIA g2621 S D 3 DETAILS
MULTIPLE COMBINED FLOW RATE OF MARINE DECK 760 DOCUMENTATIONS DEVELOPMENT 5TANDARD STANDARD PROPOSED g4g/642-g30g JOB#: IH14g.1 U J ~
5HOYVERHEAD5 2 GPM @ 80 P51 g4g/642-12g0 FAX DATE: 11/5/2018 STRUCTURAL
RESIDENTIAL 1.2 GPM @ 60 PSI OTHER '750 20. AN OPERATION AND MAINTENANCE MANUAL,GO, 5ETBAGK5 (MIN) S D4 DF:IAILS w W z
WEB-BA51ED REFERENCE OR OTHER APPROVED O
LAVATORY FAUCETS 13:PAINT5,5TAIN5,AND OTHER COATINGS SHALL BE MEDIA SHALL BE PROVIDED BY THE BUILDER TO ~�
COMMON AND PUBLIC USE 0.5 GPM @ 60 PSI COMPLIANT WITH VOG AND OTHER TOXIC GOM- THE BUILDING OCCUPANT OR OWNER AT THE FRONT 5 FEET 5 FEET S D 5
POUND LIMITS SET FORTH IN TABLE 4.504.3.
LAVATORY FAUCETS FINAL INSPECTION. IT SHALL INCLUDE OPERATION
(4.504.2.2) SIDES 3 FEET 3 FEET SIGNED DATE S'I RUCfUR.AI.
KITCHEN FAUCETS 1.8 GPM @ 6o PSI MAINTENANCE INSTRUCTION OF THE EQUIPMENT S D 6
i 2 AND APPLIANCES.(4.410.1) DETAILS
METERING 0.25 GALLONS PER VOG CONTENT LIMITS FOR ARGHITEGIURAL COATINGS • REAR 5 FEET 5 FEET z
(GRAMS OF VOG PER LITER OF COATING, 21. DOCUMENTATION SHALL BE PROVIDED TO VERIFY SURVEYOR
FAUCETS CYCLE,MAXIMUM 1�WATER AND LE55 EXEMPT COMPOUNDS) THAT FINISH MATERIALS USED COMPLY WITH VOC ALLOWABLE FLOOR AREA 5156 50UARE FEET 3151 SQUARE FEET LOREN K.TOOMEY,PL5 445g H F X 1 HARDY FRAME DEI AILS z
WATER CLOSETS 1.28 GALLONS PER FLUSH COATING CATEGORY VOC LIMIT LIMITS A5 SET FORTH IN TABLES 4.504.1,4.504.2, 241g1 BELGREEN PLACE
WALL MOUNTED URINAL 0.125 GALLON5 PER FLUSH d 4.504.3. (4.504.2.4) ALLOWABLE 3RD FLOOR AREA NOT APPLICABLE (R-BI) N/A H F X2 1 IARDY FRAME DETAILS
ALL OTHER TYPES OF URINAL 0.5 GALLONS PER FLUSH FLAT COATINGS 50 22 DOCUMENTATION SHALL BE PROVIDED TO VERIFY LAKE FOREST,CALIFORNIA g2630
NON-FLAT WATIN65 100 OPEN SPADE NOT APPLICABLE (R-BI) NA/ g4g/110-1g41
THAT COMPOSITE WOOD PRODUCTS USED
1. INCLUDES SINGLE AND DUAL FLUSH WATER NON-FLAT HIGH GLO55 COATING5 150 COMPLY WITH FORMALDEHYDE LIMITS SET FORTH H FX3 HARDY FRAME DFIAILS
CLO5ET5 WITH AN EFFECTIVE FLUSH RATE OF PARKING 2-GAR GARAGE 2-GAR GARAGE CIVIL ENGINEER
1.25 GALLONS OR LESS PER ASME A122.1g.233.2 SPECIALTY COATINGS IN TABLE 4.504.5.(4.504.5.1)
23. DOCUMENTATION WHICH 5HOW5 COMPLIANCE ROBIN B.HAMER5 8 ASSOCIATES, INC.
FOR 5INGLE FLUSH AND ASME A112.1g.14 FOR ALUMINUM ROOF COATINGS 400 HEIGHT 24 FEET FLAT ROOF 24 FEET FLAT ROOF
DUAL FLUSH TOILETS. WITH GAL GREEN CODE INCLUDING CONSTRUCTION 234 EAST 11TH STREET,SUITE 205 FTLE 24 FORNLS n
BASEMENT SPECIALTY COATINGS 400 DOCUMENTS,PLANS,5PECIFICATION5,BUILDER 2q FEET SLOPED ROOF 2q FEET SLOPED ROOF GOSTA MESA,CALIFORNIA g2621 T2 4- 1
2. LAVATORY FAUCETS SHALL NOT HAVE A FLOW BITUMINOUS ROOF WATINC75 50 OR INSTALLER CERTIFICATION,AND INSPECTION g4g/548-11g2
RATE LE55 THAN 0.8 GPM 20 PSI. REPORTS AND VERIFICATION SHALL BE AVAILA- T 2 4-2 I f I l.F.24 FORMS
BITUMINOUS ROOF PRIMERS 350
ENVIRONMENTAL QUALITY BLE AT THE FINAL INSPECTION.(03.1) - p
8. M015TURE CONTENT OF BUILDING MATERIALS USED BOND BREAKERS 350 24. GAL GREEN DOCUMENTATION COMPLIANCE SITE NOTES PROJECT NOTES w
IN WALL AND FLOOR FRAMING 15 CHECKED BEFORE CONCRETE CURING COMPOUNDS 350 CERTIFICATION FORM 15 REQUIRED TO BE I 1 LANDSCAPE PLAN
ENCL05URE ACCORDING TO ONE OF THE FOLLOWING: CONGRETE/MA50NRY SEALERS 100 SUBMITTED TO THE BUILDING INSPECTOR PRIOR 1. GRADING:5EE SHEET G1. A PER GIN STANDARD 5TD-165-L,WHERE THE EXISTING 1. ED15ON COMPANY APPROVAL 15 REQUIRED FOR 11. UTILITY DEPARTMENT TO INSPECT MAIN 5EWER 516NED DATE L (�
a. MOISTURE CONTENT SHALL BE DETERMINED DRIVEWAY SEALERS 50 TO FINAL BUILDING INSPECTION.(SECTION 103.1) 2. ALL PLANTING TO BE NON-INVASIVE. DRIVEWAY APPROACH 15 REMOVED AND WHERE THE METER LOCATION PRIOR TO INSTALLATION. HOOK-UP PRIOR TO BUILDING FINAL.EX15TINO o
WITH EITHER A PROBE-TYPE OR CONTACT-TYPE NEW DRIVEWAY APPROACH 15 CONSTRUCTED,A MINI- SERVICE TO BE UNDERGROUND IF RELOCATED LATERAL TO BE CHANGED AND CLEAN-OUT(406-L) areas 1 2 AREA PLANS
MOISTURE METER.EQUIVALENT MOISTURE DRY FOG COATINGS 50 3. ALL ENCROACHMENTS WITHIN THE PUBLIC RIGHT-0OF- MUM 12"WIDE X 12"DEEP FULL DEPTH CONCRETE OR A NEW SERVICE 15 INSTALLED.FIELD INSTALLED TO COMPLY WITH CITY STANDARDS IF i i 7� IS I +2ND FLOOR
VERIFICATION METHODS MAY BE APPROVED FAUX FINISHING COATINGS 350 WAY MUST BE REVIEWED AND APPROVED BY THE PATCH BACK SHALL BE CONSTRUCTED ALONG THE INSPECTORS TO RE:VIEYN AND APPROVE FUTURE ANY OF THE FOLLOWING CONDITIONS OCCUR. AREA SUMI V l�1RY (� o
BY THE ENFORCING AGENCY AND SHALL FIRE RESISTIVE COATIN65 350 PUBLIC WORK5 DEPARTMENT UNDER A SEPARATE ENTIRE LENGTH OF THE NEW DRIVEWAY APPROACH. UNDERGROUND SERVICE REQUIREMENT PRIOR TO TH15 WILL BE DETERMINED BY THE BUILDING CITY OF NEWPORT BEACH areas 3 AR.EA PLANS
RD FLOOR,
SATISFY REQUIREMENTS FOUND IN SECTION PERMIT AND MAY REQUIRE THE EXECUTION OF AN
SUCH PATCH BACK PANEL SHALL BE DOWELED INTO CONCRETE PLACEMENT. INSPECTOR. �
FLOOR WATINC75 100 ENCROACHMENT AGREEMENT.THERE IS NO THE EXI5TING CONCRETE ROADWAY AND CONCRETE
101.8 OF THIS CODE. 2. SOILS ENGINER TO REVIEYV AND APPROVE A. ALTERATIONS TO THE BUILDING SEYVER 15 Q i
FORM-RELEASE COMPOUNDS 250 GUARANTEE THAT ENCROACHMENTS SHONW ON THE GUTTER CURB. FOUNDATION AND GRADING PLANS.SOILS ENGINEER DONE. FIRST FLOOR = 10gg.gg 5F
b POINMOISTURE 2 FEET TONGS 4 FEET
FROM THL BE E GRADE GRAPHIC ARTS COATING5(51GN PAINTS) 500 Y ORKS DEPARTMENT.AT A 51TE PLAN PNILL BE OVER BY THE PUBLIC 20. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL TO INSPECT AND CERTIFY FOOTING EXCAVATION B. ADDITIONAL PLUMBING FIXTURES REQUIRE = BUILDING CODE Z
SECOND FLOOR 1412.65 5F
STAMPED END OF EACH PIECE TO BE VERIFIED. HIGH TEMPERATURE COATING5 420 4. PROVIDE 2 LAYERS OF SANDBAGS AT PROPERTY BE IN5TALLED AND P051TIONED IN A MANNER THAT AND DE516N BEARING PRESSURE,GRADING AND INCREASE IN SIZE OF BUILDING LINE. THIRD FLOOR 210.615E O Z
WILL NOT CAUSE IRR'6A-ION OVER5PRAY ONTO THE COMPACTING OF 5UBGRADE PRIOR TO POURING INFORMATION:
c. AT LEAST THREE RANDOM M015TURE READINC75 INDUSTRIAL MAINTENANCE COATINGS 250 LINES FOR ER05ION CONTROL PER NBMG,TYR PUBLIC BOARDWALK. CONCRETE.FOR OVER-EXCAVATION AND C. WHEN IT 15 FOUND THAT THE BUILDING 5EWER TOTAL DWELLING = 2123.31 5F �� o
SHALL BE PERFORMED ON WALL AND FLOOR LOW SOLIDS COATINGS 120 5. REMOVAL OF ANY CITY TREE-5 REQUIRES PRIOR RECOMPACTION DURING GRADING OPERATION 15 INSTALLED IN AN ILLEGAL OR UNSANITARY GARAGE = 451.50 5F OCCUPANCY: R3/U
FRAMING WITH THE DOCUMENTATION ACCEPT- 21. ALL WORK RELATED TO WASTEWATER IN PUBLIC RIGHT- MANNER. O °�
MAGNE5ITE CEMENT COATINGS 450 APPROVAL FROM GENERAL 5ERVIGE5 DEPARTMENT. OF-WAY SHALL BE PERFORMED BY A C-42 LIGEN5ED 501LB ENGINER TO VERIFY COMPETENT 501L AT L
ABLE TO THE ENFORCING AGENCY PROVIDED CON5TRUCTION TYPE: TYPE V-B NR
6. TREE5 ARE REQUIRED TO BE PLANTED IN PARKWAY 5ANITATION 5EINER CONTRACTOR OR AN"A"LIGEN5ED EXTENT OF EXCAVATION PRIOR TO BACK-FILL D. IF AREA OF STRUCTURAL REMODEL+ TOTAL STRUCTURE = 3180.81 5F
AT THE TIME OF APPROVAL TO ENCLOSE THE MASTIC TEXTURE COATINGS 100 0 --- �n
ABUTTING THE BUILDING 51TE IF A NEW BUILDING 15 GENERAL ENGINEERING CONTRACTOR. AND RECOMPACTION. ADDITION 15 GREATER THAN 50%OF 5PRINKLERED: YES PER NFPA 13D
WALL AND FLOOR FRAMING. METALLIC,PIGMENTED COATINGS 500 EXISTING AREA.
CONSTRUCTED,PER MUNICIPAL GORE SECTION 22. ALL WORK RELATED TO WATER IN PUBLIC RIGHT-0OF-WAY 3. PROVIDE PRESSURE REGULATOR IF WATER 15 ROOF DECK = 784.45 5F
g. AEROSOL FAINTS GOATING5 SHALL BE COMPLIANT ZONE: R-BI
MULTICOLOR COATINGS 250 13.Og.010. SHALL BE PERFORMED BY A G-34 LICENSED PIPELINE EQUAL TO OR GREATER THAN EIGHTY POUNDS E. WHEN 6 OR MORE FIXTURE UNITS(PER UPC, BALCONIES = 240.G2 SF ca
WITH PRODUCT WEIGHTED MIR LIMITS ROC,AND PRETREATMENT WASH PRIMER5 420 1. PROVIDE TREES IN THE PARKWAY ADJOINING THI5 CONTRACTOR OR AN"A"LICENSED GENERAL ENGINEERING PER SQUARE INCH(80 PSI). 1-3)ARE ADDED TO AN EXISTING SYSTEM
OTHER TOXIC COMPOUNDS IN SECTION g4522(A)(3) (LAY: 1 UNIT,TOILET:3 UNIT5.51NK:2 UNITS, ALLOWABLE: DEFERRED SUBMITTALS
AND OTHER REQUIREMENT5 IN SECTIONS PRIMERS,SEALERS,AND UNDERCOATER5 100 SITE TO THE 5AT15FACTION OF THE GENERAL CONTRACTOR. 4. SEPARATE APPLICATION PERMIT 15 REQUIRED LAUNDRY:2 UNITS,BATHTUB,5HOWER:2
64522(G)(2)AND(D)(2)OF THE CALIFORNIA GODS SERVICES DEPARTMENT(g4g/644-3083).APPROVAL 25. WHEN REQUIRED,FENCE BARRIER AND WALKWAY COVER FOR DEMOLITION,RETAINING WALLS,PATIO 1gg0.51 X 1.5 = 2g85.-M 5F
REACTIVE PENETRATING SEALERS 350 UNITS),ELECTRICAL PANEL SCHEDULE AND SPRINKLERS
OF REGULATION5,TITLE 11,COMMENCING WITH FROM GENERAL 5ERVIGE515 REQUIRED ON THE TO BE CONSTRUCTED PER GBG 3306.5,3306.6 AND COVERS,FENCES OVER 5-6"HIGH AND 2 GAR GARAGE = 200.00 5F
SECTION 64522.(4.504.2.3) RECYCLED COATINC75 250 BUILDING INSPECTION CARD PRIOR TO FINAL 3306.1. POOL5/5PA5. CIRCUIT PRA 41NC75 ARE REQUIRED FOR SUBMIT SPRINKLER PLANS TO NEWPORT BEACH FIRE
ROOF COATINGS 50 IN5PECTION. SERVICE EXGEDING 400 AMPS. DEPARTMENT AND PROVIDE PLANS APPROVED BY
10.CARPET AND CARPET SYSTEMS SHALL BE 24. IN ADDITION TO PROTECTION OF PEDESTRIANS,PROVIDE TOTAL ALIAWABI E = 3185.Ti 5F r T 1
COMPLIANT WITH THE FOLLOWING:(4.504.3) RUST PREVENTATIVE COATINGS 250 8. SURVEYOR SHALL MONUMENT PROPERTY CORNER5 CONSTRUCTION FENCING 12"TO 54"HIGH. 5. A LICENSED SURVEYOR SHALL COMPLETE A TO 18. PRIOR TO PERFORMING ANY WORK IN THE CITY FRAMIN T BEACH FIRE DEPARTMENT AT TIME OF w O
BEFORE STARTING GRADING,WITH PERMANENT ELEVATION CERTIFICATE(EC,)AND SUBMIT IT TO RIGHT-0OF-WAY,AN ENCROACHMENT PERMIT MUST LOT AREA = 0.0635 OGRES FRAMING INSPECTION.
a. CARPET AND RUG IN5TITUTE'5 GREEN LABEL SHELLACS THE BUILDING DEPARTMENT INSPECTOR DURING BE OBTAINED FROM THE PUBLIC WORKS (2166.35 5F) V]
PLUS PROGRAM. CLEAR 130
MONUMENT5.SURVEYOR TO FILE A CORNER RECORD TABLE 3306.1 PROTECTION OF PEDESTRIANS
OR A RECORD OF SURVEY WITH THE OFFICE OF THE FINAL INSPECTION. DEPARTMENT. BUILDING MODIFICATION FOR UNDER SLAB DUCT
DISTANCE FROM TYPE OF
b. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH OPAQUE 550 COUNTY SURVEYOR.EVIDENCE OF FILING SHALL BE HEIGHT OF 15TANC FRO PROTECTION 6. THE EC,MUST BE APPROVED BY THE CI7Y'5 1g. A PUBLIC WORK5 DEPARTMENT ENCROACHMENT BUILDABLE AREA = 1gg0.51 5F SYSTEM (SUBTERRANEAN DUCTING MUST BE SUB- N
SPECIFICATION 01350. SPECIALTY PRIMER5,SEALERS, 100 SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO CONSTRUCTION CONSTRCOMMUNITY RATING 5Y5TEM (GR5)PRIOR TO PERMIT INSPECTION 15 REQUIRED BEFORE THE MITTED THROUGH MODIFICATION FOR APPROVAL
TO LOT LINE REQUIRED Cl
c. N5F/AN51 140 AT THE GOLD LEVEL. AND UNDERCOATERS FOUNDATION INSPECTION. REQUE5TING FINAL INSPECTION. BUILDING DEPARTMENT PERMIT FINAL CAN BE PRIOR TO PERMIT ISSUANCE) .�
8 FEET GONSTRUGTION O
d. SCIENTIFIC CERTIFICATION SYSTEMS INDOOR 5TAIN5 250 g. CONTRACTOR TO OBTAIN AN ENCROACHMENT �LE55 LE55 THAN 5 FEET RAILINGS 1. ALL MECHANICAL AND ELECTRICAL EQUIPMENT, ISSUED.AT THE TIME OF PUBLIC WORKS DEPART- IMPERVIOUS SURFACE = 2488.35 5F
ADVANTAGETm GOLD STONE CON50LIDANTS 450 PERMIT FROM PUBLIC WORK5 PRIOR TO PERFORMING INCLUDING DUCT OPENIN65,TO BE ABOVE ELEVA- MENT INSPECTION, IF ANY OF THE EXISTING PUBLIC 5OUND ATTENUATION FOR MECHANICAL EQUIPMENT
ANY OFF-51TE WORK. 5 FEET OR MORE NONE TION g.00'NAVD88 MEAN SEA LEVEL(M.51.). IMPROVEMENTS 5URROUNDIN6 THE 51TE 15 LANDSCAPE AREA = 218 5F
11. MINIMUM 50%OF FLOOR AREA RECEIVING RE51L- 5WIMMIN6 POOL COATING5 340 DAMAGED,NEW CONCRETE 51DEWALK,CURB AND SOLAR PANELS
IENT10. AN ENCROACHMENT AGREEMENT 15 REQUIRED FOR BARRIER AND 8. AN APPROVED ALTERNATE METHOD OF CON-
FOL FLOORING SHALL COMPLY WITH ONE OF THE TRAFFIC MARKING COATING5 100 LE55 THAN 5 FEET COVERED GUTTER,AND ADDITIONALLY,
PAVEMENT WILL BE DEFERRED 5UBMITTAL5 TO BE REVIEWED BY THE
FOLLOWING:(4.504.4) ALL NON-5TANDARD IMPROVEMENTS WITHIN THE STRUGTION (MOD)FORM MUST ACCOMPANY THE REQUIRED.ADDITIONALLY, IF EXISTING UTILITIES
TUB AND TILE REFIN15H COATINGS 420 PUBLIC RIGHT-0OF-WAY.ALL NON-5TANDARD WAL•KNY EC,5UBM17TAL FOR REVIEW BY THE ORB,COORDI- PROJECT ARCHITECT OR ENGINER OF RECORD AND
a. VOG EMISSION LIMITS DEFINED IN THE INFRASTRUCTURE ARE DEEMED 5U6-5TANDARD, C
WATERPROOFING MEMBRANES 250 IMPROVEMENTS SHALL COMPLY WITH GIN COUNCIL 5 FEET OR MORE NATOR,AND THE MECHANICAL DUCTING SYSTEM ER71FIED PRIOR TO SUBMITTAL FOR PLAN REVIEW. CO
COLLABORATIVE FOR HIGH PERFORMANCE BARRIER AND ANEW 1-INCH WATER SERVICE,WATER METER BOX,
POLICY L-6. BUT NOT MORE THAN MUST HAVE ITS LOWE5T ELEVATION INDICATED /
SCHOOLS(GHPS)HIGH PERFORMANCE WOOD COATINGS 215 COVERED SEYVER LATERAL AND/OR GLEANOUT WITH BOX `J J
PRODUCT DATABASE. 11. NO TRENCHE5 OR EXCAVATIONS 5 FEET OR MORE 1/4 THE HEIGHT OF ��AY UNDER 5EGTION 02.E WITH NOTES IN THE COMMENTS WITH LID WILL BE REQUIRED. 100%OF THE COST
WOOD PRESERVATIVES 350 IN DEPTH INTO WHICH A PER50N 15 REQUIRED TO CONSTRUCTION OF SECTION D OF THE EC REGARDING THE SHALL BE BORNE BY THE PROPERTY OWNER. VICINITY 1 V 1 A P
b. PRODUCT5 COMPLIANT WITH CHP5 CRITERIA MORE THAN APPROVED MOD.NOTES MUST INCLUDE THE NEXT
ZING-RICH PRIMER5 340 DESCEND OR OBTAIN NECESSARY PERMIT FROM THE 5 FEET OR MORE SAID DETERMINATION AND THE EXTENT OF REPAIR
CERTIFIED UNDER THE GREENGUARD CHILDREN 6 FEET LOINE5T ELEVATION OF MACHINERY OR EQUIPMENT
STATE OF CALIFORNIA DIVISION OF INDUSTRIAL BUT BETYVEEN 1/4 AND 1/2 BARRIER WORK SHALL BE MADE AT THE DISCRETION OF
AND SCHOOLS PROGRAMS. 1. 6RAM5 OF VOG PER LITER OF COATING, SAFETY. THE HEIGHT OF 5ERVICING THE BUILDING WITH ITS MEASURED THE PUBLIC WORK5 INSPECTOR. NORTH
c. CERTIFIED UNDER THE RESILIENT FLOOR INCLUDING WATER AND INCLUDING EXEMPT CONSTRUCTION ELEVATION. v v
COMPOUNDS. 12. FENCES AND WALLS WITHIN THE SIDE YARD SET- 20. PROVIDE TWO COPIES OF SOILS AND FOUNDATION Q
COVERING INSTITUTE(RFCI)FLOOR5CORE g. CONTRACTOR TO HAVE LAB TEST FOR 501E
BACKS SHALL NOT EXCEED 6'-0"A5 MEASURED 5 FEET OR MORE INVESTIGATION REPORT BY A LICENSED GEOTEGH- p
PROGRAM. 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLE55 6 FEET 5ULFATE5 PRIOR TO GALLING FOR FOUNDATION
FROM g.00'NAV88.PORTION OF THE FENCE OR BUT EXCEEDING- NIGAL ENGINEER.PROVIDE"FINAL REPORT",WET
d. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH REV15ED LIMITS ARE L15TED IN 5UB5EQUENTIAL WALL ABOVE 51X FEET IN HEIGHT FROM THE EXISTING THE HEIGHT OF GON5TRUCTION INSPECTION AND SHOW SULFATES ARE NEGLIGIBLE STAMPED,SIGNED AND DATED. JOB # STEGKLI=R
COLUMNS IN THE TABLE. FENCING OR COMPLY WITH TABLE 1g-A-4.
SPECIFICATION 01350. GRADE PRIOR TO CONSTRUCTION MUST BE 60%OPEN. GONSTRUGTION 21. CONTRACTOR SHALL NOTIFY ADJACENT �
12. ADHESIVES,SEALANTS AND CAULKS SHALL BE 3. VALUES IN TH15 TABLE ARE DERIVED FROM 13. FENCE5,HEDGE5,WALL5,RETAINING WAL.L5,GUARDRAILS 10. TEMPORARY 5HORIN6 15 REQUIRED FOR EXCAVA- PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS
COMPLIANT WITH VOLATILE COMPOUND(VOG) TH05E SPECIFIED BY THE CALIFORNIA AIR OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42" 25. THE HEIGHT OF FENCES AND WALL5 WITHIN REQUIRED TION WHICH REMOVES THE LATERAL SUPPORT PRIOR TO 5TARTIN6 EXCAVATION WORK. P DRAWN BY pdw
RESOURCES BOARD,ARCHITECTURAL COATINGS 51DE AND REAR YARD 5EBACK AREAS MAY BE IN- FROM A PUBLIC,WAY OR AN EXISTING BUILDING /PIC
LIMITS,TABLE 4.504.1 OR TABLE 4.504.2. FROM EXISTING GRADE PRIOR TO GONSTRUGTION WITHIN 22 PER VIDE NH STANDARD MECHANICAL
C NI C SECT..4�11IO IRWA ��T HIGN{�Y
(GC,SECTION 4.504.2.1). SUGGESTED CONTROL MEASURE,FEBRUARY 1, THE REQUIRED FRONT SETBACK OR ON BALBOA ISLAND, GREASED PROVIDED THE HEIGHT DOES NOT EXCEED EXCAVATIONS ADJACENT TO A PUBLIC WAY
2005.MORE INFORMATION 15 AVAILABLE FROM SHALL NOT EXCEED 5'-0"FROM EXISTING GRADE. 51X FEET A5 MEASURED FROM THE PROP05ED FIN- REQUIRE PUBLIC WORK5 APPROVAL PRIOR TO PLOT DATE 6/1 q/201�
THE AIR RESOURCES BOARD. THE UPPER 3'-0"MUST BE AT LEAST TIN OPEN. 15HED GRADE AND NINE FEET A5 MEA5URED FROM 155UANCE OF A BUILDING PERMIT.5HORIN6 MUST EXCEPTION THAT NATURAL VENTILATION THROUGH
THE EXI5TIN6 GRADE PRIOR TO CONSTRUCTION. BE DESIGNED BY A RE615TERED CIVIL ENGINER. DOOR5 AND W1NDOW5 15 NOT ANACCEPTABLE
14. P15TANCE FROM FACE OF FOUNDATION TO ADDITIONALLY,THE HEIGHT OF FENCES OR YVAI L5 ALTERNATIVE TO WHOLE HOUSE VENTILATION H t REVISION BY DATE
PROPERTY LINE TO BE ZONING SETBACK PLUS WAIL SHALL NOT EXCEED NINE FEET A5 MEASURED FROM 11. ALL PLUMBING FIXTURES SHALL COMPLY WITH (BEES 152(A),EXCEPTION 5 TO SECTION 152(A)). 9
FINISH T PROPERTY
LIN55,MINIMUM. THE MAXIMUM FLOW RATES A5 NOTED IN THE RE51- FOR CONTINUOUS WHOLE HOUSE VENTILATION, �}s
THE EXI5TING GRADE OF AN ABUTTING LOT.THE POR- DENTIAL CONSTRUCTION MINIMUM REQUIREMENTS
15. THE WATER METER AND 5EWER GLEAN OUT THAT TION OF THE FENCE OR WALL ABOVE 51X FEET IN AND GAL GREEN MANDATORY REQUIREMENTS. MINIMUM REQUIRED RATE N VENTILATION OF 1 ACFM
REA
SERVE THE NEW RESIDENCE SHALL BE LOCATED HEIGHT FROM THE EXI5TING GRADE PRIOR TO CON- FOR EACH 100 5F OF CONDITIONED FLOOR AREA �P
WITHIN THE ALLEY/STREET AND SHALL HAVE A 5TRUGTION SHALL BE CONSTRUED OF OPEN GRILL- 12. CONSTRUCTION INSPECTION PER GBG SEC. 105. PLUS 15 GFM FOR EACH OCCUPANT
TRAFFIC-GRADE BOX AND COVER.5EWER GLEANOUT WORK,WROUGHT IRON,LATTICEWORK,PICKET5,OR 13. MINIMUM DE516N 501L BEARING 15 1000 PSF (1 OCCUPANT PER BEDROOM+1).
SHALL BE CONSTRUCTED PER GIN STANDARD 51MILAR MATERIALS 50 THAT AT LEAST 51XTY(60) UNLE55 NOTED OTHERWI5E ON SHEET 5GN VENTILATION TO BE PROVIDED BY EXHAUST AIR, BAY
#406-L. PERCENT OF THE FENCE OR WALL 15 OPEN OR 15 FOUNDATION NOTE#4. SUPPLY AIR OF COMBINED EXHAUST AND SUPPLY atF BALBOA 15LAND d
16. EXISTING STREET TREES SHALL BE PROTECTED IN CONSTRUCTED OF A TRAN5PARENT MATERIAL.THE 14. MAXIMUM TEMPERATURE OF 120 DEGREE5 AT ALL 23. PROVIDE IN KITCHENS LOCAL EXHAUST SYSTEM
PLACE. HEIGHT OF A FENCE,HEDGE,OR WAIL 5HALL BE 5HOWER5 AND TUB/5HOWER5 TO BE PROVIDED VENTED TO OUTDOORS WITH RATE=100 GFM ���
MEASURED FROM THE EXISTING GRADE PRIOR TO BY THE USE OF PRE55URE BALANCE OR THERMO- 24. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF
11. ALL UTILITY SERVICE CONNECTIONS SHALL BE GON5TRUCTION AT THE LOCATION WHERE THE FENCE, LL'
MADE UNDERGROUND. HEDGE,OR WALL 15 IODATED. STATIC MIXING VALVES. NEWPORT BEACH DOES NOT RELIEVE APPLICANTS =
18. NEW CONCRETE 51DEWALK,CURB AND GUTTER,CURB 15. ALL LANDSCAPING IN PUBLIC,RIGHT-OF-WAY OF THE LEGAL REQUIREMENT5 TO 055ERVE �
FRONTING PROJECT SITE SHALL BE REPLACED COVENANTS,CONDITIONS AND RESTRICTIONS WHICH ^^^
ACCE55 RAMPS,AND STREET PAVEMENT MAY BE MAY BE RECORDED AGAN5T THE PROPERTY OR NEWPORT BAY
BY THE GIN AT THE TIME OF GONSTRUG- BY LANDSCAPING TO THE 5AT15FACTION OF THE --------
REQUIRED i
TION,SAID DETERMINATION SHALL BE MADE AT THE GENERAL SERVICES DEPARTMENT. TO OBTAIN PLANS.YOU SHOULD CONTACT YOUR 6
DISCRETION OF THE PUBLIC WORK5 INSPECTOR. 16. A BUILDING HEIGHT CERTIFICATE 15 REQUIRED COMMUNITY Y CONSTRUCTIATIONSON
PRIOR TO COMMENCE-
DISCRETION o
MENT OF ANY GONSTRUGTION AUTHORIZED BY THIS [
1. PRIOR TO POURING CONCRETE PERMIT.
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2. PRIOR TO IN5TALLIN6 ROOF MATERIALS V
TO ROOF RAFTERS
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