HomeMy WebLinkAbout021 GENERAL NOTES: SHEET INDEX
1 TITLE SHEET SITE PLAN SLAB EDGE PLAN
1. THE SCOPE OF SERVICES UNDER THIS CONTRACT IS LIMITED TO PROVIDING A"BUILDER'S SET" 6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED
OF PLANS. THIS SET OF PLANS IS SUFFICIENT TO OBTAIN A BUILDING PERMIT; HOWEVER,ALL DIMENSIONS. 2 FIRST FLOOR PLAN
JACKSON ID JL 1
MATERIALS AND METHODS OF CONSTRUCTION NECESSARY TO COMPLETE THE PROJECT ARE ix-ESIDF, C7Lr
NOT NECESSARILY DESCRIBED IN THIS "BUILDER'S SET". THE IMPLEMENTATION OF THE PLANS 7. ALL GRADING AND EXCAVATION FOR STRUCTURAL COMPONENTS SHALL CONFORM TO THE 3 SECOND FLOOR PLAN
REQUIRES A CLIENT/CONTRACTOR (GENERAL CONTRACTOR AND SUBCONTRACTORS) PROJECT SOILS REPORT. 4 THIRD FLOOR PLAN
THOROUGHLY KNOWLEDGEABLE WITH THE APPLICABLE BUILDING CODES AND METHODS OF 5 ROOF PLAN
CONSTRUCTION. THE PLANS DELINEATE AND DESCRIBE ONLY LOCATIONS, DIMENSIONS, 8. OWNER SHALL RECONSTRUCT EXISTING DAMAGED SIDEWALK/CURB/GUTTER, EXTENT A. ACCESSORY STRUCTURES, DETACHED PATIO COVERS AND TRELLISES.
TYPES OF MATERIALS AND GENERAL METHODS OF ASSEMBLING OR FASTENING. THEY ARE DETERMINED BY PUBLIC WORKS INSPECTOR. 6 DOOR/WINDOW SCHEDULES/NOTES
NOT INTENDED TO SPECIFY PARTICULAR PRODUCTS OR OTHER METHODS OF MATERIAL B. DETACHED OR FREE STANDING TRASH ENCLOSURES. 7 BUILDING SECTIONS INSTALLATION. 9. ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT TO BE SCREENED FROM PUBLIC SED ARC
2. ALL WORK SHALL COMPLY WITH THE MOST STRINGENT REQUIREMENTS OF ALL APPLICABLE
VIEW AND THE VIEW OF ADJACENT RESIDENCES. C. MASONRY OR CONCRETE FENCES OVER 3.5 FEET HIGH. 8 EXTERIOR ELEVATIONS c,�FOR Cs
CITY, COUNTY, STATE AND GENERAL LAWS, RULES, CODES, ORDINANCES OR REGULATIONS. 10. WITHIN THE REQUIRED FRONT SETBACK NO FENCE, HEDGE, RETAINING WALL, GUARDRAIL D. RETAINING WALLS OVER 4 FOOT HIGH FROM THE BOTTOM OF 9 EXTERIOR ELEVATIONS
IF THE GENERAL CONTRACTOR OR ANY SUBCONTRACTOR PERFORMS ANY WORK IN CONFLICT OR ANY COMBINATION THEREOF MAY EXCEED 42" FROM EXISTING GRADE PRIOR TO THE FOUNDATION TO THE TOP OF THE WALL. S.F.A.1 SQUARE FOOTAGE ANALYSIS No. C 14146
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WITH THE ABOVE - MENTIONED LAWS, RULES, CODES, ORDINANCES AND REGULATIONS,THEN CONSTRUCTION. .� 1 1-30-19 �
THE CONTRACTOR IN VIOLATION SHALL BEAR ALL COSTS AND REPAIRS ARISING FROM THE 12. ALL MECHANICAL AND ELECTRICAL EQUIPMENT, INCLUDING DUCTS TO BE AT OR ABOVE BASE S.F.A.2 SQUARE FOOTAGE ANALYSIS 9rFOF cAVF°�NON - CONFORMING WORK. 11.ALL PERMITS RELATED TO THE PROPOSED PROJECT SHALL BE ISSUED AT THE SAME TIME, OR FLOOD ELEVATION OF 9.0 MSL. (NAVD 88).
SEPARATE PLANS AND PLAN REVIEW WILL BE REQUIRED FOR ITEMS NOT ISSUED WITH THIS S.F.A.3 SQUARE FOOTAGE ANALYSIS
3. ALL MATERIALS, WORKMANSHIP AND DETAILS SHALL COMPLY WITH 2O16 CALIFORNIA REVIEW. PROVIDE ADDITIONAL PERMIT WORKSHEETS FOR THE FOLLOWING. 13. WASTE LINES IN WALLS AT FIRST FLOOR TO BE CAST IRON. O.S.A. OPEN SPACE ANALYSIS
BUILDING CODE, 2016 CALIFORNIA MECHANICAL CODE, 2016 CALIFORNIA PLUMBING CODE
AND 2016 CALIFORNIA ELECTRICAL CODES. C.1 TOPOGRAPHIC SURVEY u
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4. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE. ALL INCONSISTENCIES C.2 PRELIMINARY PRECISE GRADING PLAN
SHALL BE BROUGHT TO THE ATTENTION OF THE DEVELOPER AND THE ARCHITECT PRIOR TO ADJACENT NEIGHBOR - 806 W. BAY ADJACENT NEIGHBOR / C.3 EROSION CONTROL PLAN
PROCEEDING WITH Y WORK.
5. ANY ERROR OR OMISSIONS FOUND IN THESE DRAWINGS SHALL BE BROUGHT TO THE 20'-G .s." 21 2'±
REQ. O�
ATTENTION OF THE DEVELOPER AND ARCHITECT IMMEDIATELY. S.0• SW- SEA WALL STRUCTURAL PLANS e�7 o
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ADJACENT NEIGHBOR - 810 W. BAY
SITE PLAN
THIS PLAN IS FOR SETBACK PURPOSES ONLY. SCALE: 1/8" = V. 0"
PUBLIC WORKS NOTES TOTAL LANDSCAPED AREA = 168SQ. FT. 'OR GOVERNING CODES .
CALIFORNIA BUILDING CODE 2016 CBC
1. ALL PRIVATE IRRIGATION SPRINKLER HEADS TO BE INSTALLED& POSITIONED IN A MANNER THAT WILL NOT CAUSE WATER 8. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT NORTH CALIFORNIA RESIDENTIAL CODE 2016 CRC
OVER SPRAY ONTO THE PUBLIC RIGHT OF WAY PERMIT FINAL CAN BE ISSUED.AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING CALIFORNIA ELECTRICAL CODE 2016 CEC LEGAL DESCRIPTION
PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED,NEW CONCRETE SIDEWALK,CURB AND GUTTER,AND CALIFORNIA MECHANICAL CODE 2016 CMC LOT 35, MAP NO. 884 A.P.N. 047 - 272 - 10
2. IF THE WATER METER IS LOCATED IN THE DRIVEWAY APRON,THE BOX MUST BE REPLACED WITH ONE HAVING A STEEL ALLEY/STREET PAVEMENT WILL BE REQUIRED.ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED CALIFORNIA PLUMBING CODE 2016 CPC (�
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SUBSTANDARD,A NEW V WATER SERVICE, WATER METER BOX,SEWER LATERAL AND/OR CLEANOUT W/ BOX&LID CALIFORNIA FIRE CODE 2016 CFC OCCUPANCY : R-3 / U 1 CONSTRUCTION TYPE : V B - SPRINKLERED P(
LID TRAFFIC GRADE. WILL BE REQUIRED. 100%OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER.(MUNICIPAL CODES 14.24.020 CALIFORNIA ENERGY CODE 2016 BEES AUTOMATIC FULLY SPRINKLERED SYSTEM PER (N.F.P.A. 13D)
AND 14.08.030). WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER. SAID CALIFORNIA GREEN BUILDING STANDARD CODE, CAL GREEN 2016 CGC SPRINKLER DRAWINGS AND HYDRAULIC CALCULATIONS TO BE SUBMITTED TO
3. AN ENCROACHMENT PERMIT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS CHAPTER 15 N.B.M.C. PLAN CHECK AN APPROVED PRIOR TO ISSUING A BUILDING PERMIT. OBTAIN FIRE la{
ALL NON-STANDARD IMPROVEMENTS TO COMPLY W/CITY COUNCIL POLICY L-6 & L-18. IT IS THE RESPONSIBILITY OF THE INSPECTOR. SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. )_( �
NOTE :
CONTRACTOR AND/OR OWNER TO OBTAIN SUCH PERMITS FROM THE PUBLIC WORKS DEPARTMENT. 9. A LICENSED SURVEYOR SHALL COMPLETE FEMA ELEVATION CERTIFICATE AND SUBMIT IT TO THE BUILDING DEPARTMENT ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES PROJECT DESCRIPTION
INSPECTOR DURING FINAL INSPECTION. NOT RELIEVED APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE
4. ANEW SEWER CLEANOUT SHALL BE INSTALLED AT THE EXPENSE Of THE DEVELOPER.THE SEWER LATERAL SHALL BE 10. BUILDING SITE IS LOCATED IN A SPECIAL FLOOD ZONE.TOP OF SLAB OF FIRST FLOOR TO BE AT COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED NEW 3 - STORY RESIDENCE W/ROOF DECKS
REPLACED FROM THE SEWER MAIN TO THE PROPERTY LINE,WHERE A CLEAN -OUT SHALL BE INSTALLED.INSTALL PER OR ABOVE ELEVATION 9.0 MSL(NORTH AMERICAN VERTICAL DATUM) (NATIONAL GEODETIC VERTICAL DATUM) (NAVD 88) AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT
STD -406 - L WITH A TRAFFIC -GRADE BOX AND COVER,ADJACENT TO THE PROPERTY LINE IN THE ALLEY RIGHT-OF - NGVD = NAVD- 2.4' N.B.M.C. 15.50.200 (c) YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY AREA CALCULATIONS
WAY. CONSTRUCTION AUTHORIZED BY THIS PERMIT.
LOT AREA: 5,094.1 S.F.
5. ADDITIONAL SURFACING REQUIREMENTS MAY BE SPECIFIED BY THE PUBLIC WORKS DEPARTMENT WHEN TRENCHING BUILDABLE AREA: 3,528.0 S.F.
WORK OCCURS WITHIN PAVEMENTS LESS THAN FIVE YEARS OLD. i , 2 x BUILDABLE AREA=MAX. ENCLOSED AREA: 7,056.0 S.F.
OPEN SPACE AREA MIN. REQUIRED(15%). 529.2 S.F.
ADJACENT NEIGHBOR ADJACENT NEIGHBOR OPEN SPACE AREA PROVIDED: 1,555.3 S.F.
6. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MANNER THAT WILL NOT FOOTPRINT: 2,742.0 S.F.
CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT OF WAY. _ P126'-5" FIRST FLOOR LIVING AREA: 1,8 17.2 S.F.
1'4� '-0" 6'-2" 7'-6" 3T-4" T-6" 20'8" 40'-11" -
7. ALL UTILITY SERVICE CONNECTIONS SERVING THIS DEVELOPMENT SHALL BE MADE UNDERGROUND. SECOND FLOOR LIVING AREA: 2,369.0 S.F.
3'-8" 14" 12'-11" 1q" 12'-t t° THIRD FLOOR LIVING AREA: 600.9 S.F.
TOTAL LIVING AREA: 4,787.1 S.F.
GARAGE AR EA: 942.4 S.F.
x -F---y--®------ --- ri q f • TOTAL ENCLOSED AREA: 5,729.5 S.F.
SETBACK LINE - - r SECOND FLOOR FRONT DECK AREA: 219.1 S F r t SECOND FLOOR REAR DECK AREA: 49.3 . N
THIRD FLOOR FRONT DECK AREA: 87.8 S.F.
THIRD FLOOR MIDWAY DECK AREA: 363.7 S.F.
I I SP. / THIRD FLOOR COVERED DECK AREA: 426.1 S.F.
4 4'-6' 3'-10' e" 0 G Q�� / THIRD FLOOR REAR DECK AREA: 195.0 S.F.
I 4 0�0 4 TOTAL DECK AREA: 1,141.0 S.F.
BAY ! 0• rL12" / CONSULTANTS
t o � CONCRETE SLAB PER STRUCTURAL& CIVIL ELEVATOR ° // STRUCTURAL ENGINEER ENERGY CONSULTANT SURVEYOR
9.50 TOP OF SLAB ELEV. ` 122 PIT 5"SLOPE rN o / RIGHT ENGINEERING,INC. SOUTHLAND ENERGY RDM SURVEYING TT--33 y
( W RAED GHOULI PAUL KANDARIAN RON MEDEIMA e
26040 ACERO, SUITE 100 1 A91 GLENNEYRE ST. 23016 LAKE FOREST DR. u
MISSION VIEJO,CA 9269 o
1 �GUNA BEACH,CA 92651 L gc3UNA HILLS, CA 92653
l IO2 gVho m n p� TEL:(949) 855-2300 TEL (949) 497-3591 TEL: (714) 858-2924 I 1 R Ju1
SOILS ENGINEER GRADING ENGINEER INTERIOR DESIGNER
6
S AB EDGE PLAN NOTES: E.G.A. CONSULTANTS FORKERT ENGINEERING LINDYE GALLOWAY INT. I �{ pq
(E) DOCK (E) RAMP A1� Ary� 1hy� 1 Y - - - - - - - - - - - - - _ HIS DRAWING IS FOR DIMENSIONAL PURPOSES ONLY. y QKNURST ST 3333 LSON DR.
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MESA, CA
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COSTA ME 926 22311 BRO SUITE 150
SETBACK LINE REFER TO STRUCTURAL DRAWINGS FOR HOLDOWNS, TEL:( ) 4 9309 SUITE 203 IRVINE,CA.92612
9
FOOTING DETAILS AND INFORMATION NOT SHOWN ON HUNTINGTON BEACH ,CA TEL: (949) 939-6725
1'-4" 00
5'-0" 2A- frl�/ f ��f�%l/ 23'-6" 6 - '-6 1 2" V-3 1/2" 3,-6'. 16�_4,� -- - -- --- - -R.1'-d"--m vI _ _ _ 3 0 11" _ THIS PLAN. 92646 - 8498 �(�(/.(,
/ i/2af-/5'' TEL: (714) 963-6793
x C. PLUMBING FIXTURES, CONDUITS,THRU SLAB VENT
SA1 b<`' l//Tl/i�Tlfflfl LOCATIONS, ECT.ARE APPROXIMATE UNLESS
00
DIMENSIONED. BUILDER TO VERIFY LOCATIONS. Newport Bay 808 W. BAY AVENUE JOB SITE
ADJACENT NEIGHBOR D. SLOPE ALL PORCHES, PATIOS, STOOPS AND Rr
HARDSCAPE MATERIAL AWAY FROM BUILDING . x BAY AVE• ♦- O J - 2B tt 2OJ9
MIN. 1/4"/FT.TYP.. a
^ ALLEY 0' YROJGCENO.
DEFERRED SUBMITTALS: SLAB EDGE PLAN E. ALL WOOD SILLS AND SLEEPERS IN CONTACT WITH � � � J$ - 35
ORB CONCRETE TO BE PRESSURE TREATED. z =
FIRE SPRINKLERS SEPARATE PLAN CHECK, SEPARATE PERMIT " - ' " W BALBOA n 10 Q► Stu eY NO.
THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY: SCALE: 1/8 - 1 - 0 SOILS ENGINEER TO INSPECT AND CERTIFY THE
SOUND ATTENUATION DESIGN FOR HVAC SEPARATE PLAN CHECK, SEPARATE PERMIT F. FOLLOWING PRIOR TO POURING CONCRETE: W,
DEFERRED SUBMITTALS TO BE REVIEWED BY THE PROJECT ARCHITECT OR ENGINEER OF RECORD NORTH . 0 FRONT
AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY THE CITY. 1. FOOTING EXCAVATION AND AND DESIGN BEARING
PRESSURE.
VICINITY MAP