ndd-serversharednakhshab development and design, … · a6.0 section 1 a6.1 section 2 a6.3 wall...
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PROJECT NO.:
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ITEM DATE DESCRIPTION
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ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
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EZABELLE454 13TH STREETSAN DIEGO, CA 92101
OWNER/DEVELOPER/ARCHITECT
NAKHSHAB DEVELOPMENT & DESIGN INC340 15TH STREET, SUITE 100SAN DIEGO, CA 92101P (619) 255-7257
ALIGN
J ST
ISLAND AVE
PA
RK
BLV
D
13T
H A
VE
14T
H A
VE
PROJECT SITEPROJECT SITE
X
X
GRID / COLUMN CENTERLINE
ACCESSORY/EQUIPMENT TAG
EXTERIOR ELEVATIONSHEET / ELEVATION NUMBER
NORTH ARROW
AX.XX/XX
INDICATES AREA OUTSIDE SCOPE OF THIS PROJECT, NOT IN CONTRACT (N.I.C.)
ALIGN FACE OF FINISH WITH ADJACENT FACE OF FINISH
SECTION NUMBER / SECTION SHEET
XX
AX.XX
INTERIOR ELEVATIONNUMBER / ELEVATION SHEET
KEYNOTE TAGX
XX
WALL TAG, WITHOUT SOUND ATTENUATION
XXXX
WINDOW TAG
XX
WALL TAG, WITH SOUND ATTENUATION
ENLARGED PLAN CALLOUTNUMBER / DETAIL SHEET
XX
AX.XX
ROOM NAMEXXXXX
XXX
ROOM NAME/ROOM NUMBER/AREA
XX
AX.XX
XX
XX
XX XX
XX
AX.XX
DETAIL NUMBER / DETAIL SHEET
XXXDIMENSION FROM FACE OF STUD TO FACE OF STUD, UON
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
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A0.1
PROJECT DATA
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GENERAL NOTES ABREVIATIONS PROJECT DATA DRAWING INDEX
A0.0 COVER SHEET
A0.1 PROJECT DATA
A0.2 AREA CALCS
A0.3 VICINITY MAP & PHOTO SURVEY
A0.4 WALL TYPES
A1.0 SITE PLAN
A1.1 DEMO PLAN
A2.0 FLOOR PLAN - BASEMENT
A2.1 FLOOR PLAN - LEVEL 1
A2.2 FLOOR PLAN - LEVEL 2
A2.3 FLOOR PLAN - TYP LEVEL 3-7
A2.4 ROOF PLAN
A2.5 PENTHOUSE ROOF PLAN
A2.6 EXITING DIAGRAMS
A3.0 ENLARGED PLANS - RR TYPE 1 & 2
A3.1 ENLARGED PLANS - TYP UNIT A & B
A3.2 ENLARGED PLANS - TYP UNITS C & D
A3.3 ENLARGED PLANS - TYP UNIT E & F
A3.4 ENLARGED PLANS - TYP UNIT G
A3.5 ENLARGED PLANS - UNIT H
A4.0 ELEVATION - EAST
A4.1 ELEVATION - SOUTH
A4.2 ELEVATION - WEST
A4.3 ELEVATION - NORTH
A4.4 ENLARGED ELEVATION
A4.5 ENLARGED ELEVATION - EGRESS COURT
A5.0 COURTYARD AXON
A5.1 RENDERING 1
A5.2 RENDERING 2
A5.3 RENDERING 3
A6.0 SECTION 1
A6.1 SECTION 2
A6.3 WALL SECTIONS
A7.0 VICINITY ELEVATIONS
A8.0 MATERIAL BOARD
C1.0 CIVIL SITE PLAN
BASE ZONE
OVERLAY ZONES
APN
EXISTING USE
PROPOSED USE
CONSTRUCTION TYPE
LOT DIMS
STORIES
BASE FAR
DENSITY BONUS FAR
ALLOWABLE FAR
PROPOSED FAR
OCCUPANCIES
APPLICABLE BLDG CODES
PROPOSED BLDG HEIGHT
TOTAL PARKING PROVIDED
REQUIRED PERMITS/APPROVALS
PROPOSED AFFORDABLE HOUSING DENSITY BONUS
CCPD-RE
PARK SUN ACCESS OVERLAY ZONE
535-156-08-00
SINGLE FAMILY RESIDENTIAL (BUILT 1881)
MIXED USE (MULTIFAMILY RES & COMM)
TYPE 1 (FULLY SPRINKLERED)
42'X100'
7 STORIES W/ ROOF DECK
MIN: 3.5 (3.5 X 4,200 SF = 14,500 SF)MAX: 6.0 (6.0 X 4,200 SF = 25,200 SF)
50% (.5 X 25,200 SF = 12,600 SF)
(25,200 SF + 12,600 SF) / 4,200 SF = 9
25,105 SF / 4,200 SF = 5.9
R2 (RESIDENTIAL)B (COMMERCIAL)U (UTILITY)
CBC 2016
73'-6"
O
CENTER CITY DEVELOPMENT PERMIT/ CENTER CITY PLANNED DEVELOPMENT PERMITFAA PART 77
13% VERY LOW INCOME (4 INCENTIVES)
SYMBOLS VICINITY MAP PROJECT DIRECTORY
AREA CALCULATIONS
(N) (45) UNIT 7-STORY APT BUILDING W/ ROOF DECK & (2) GROUND FLOOR COMMERCIAL UNITS. (5) STUDIO APTS ON LEVEL 2 & (8) STUDIO APTS TYP OF LEVELS 3-7. 10% VERY LOW INCOME UNITS TO BE INCORPORATED INTO BUILDING. NO PARKING WILL BE INCORORATED INTO BUILDING.
SCOPE OF WORK
LEGAL DESCRIPTION
OWNER/DEVELOPER/CONTRACTOR/ARCHITECT/STRUCTURAL/MEP
LANDSCAPE ARCHITECT
CIVIL ENGINEER
GEOTECHNICAL ENGINEER
GEOLOGIST
HISTORIC ARCHITECT
HISTORIC ATTORNEY
ARCHEOLOGIST
NAKHSHAB DEVELOPMENT & DESIGN INC340 15TH STREET, SUITE 100SAN DIEGO, CA 92101P (619) 255-7257
MAK Design1537 BIRCH BRIAR LANEESCONDIDO, CA 92027P (760) 715-0732
COFFEY ENGINEERING, INC 9666 BUSINESS PARK AVE, SUITE 210SAN DIEGO, CA 92131-1646P (858) 831-0111
CHRISTIAN WHEELER3980 HOME AVENUESAN DIEGO, CA 92105P (619) 550-1700
MICHAEL, W. HARTP.O. BOX 261227SAN DIEGO, CA 92196P (858) 578-4672
UNION ARCHITECTURE1530 BROOKES AVENUESAN DIEGO,CA. 92103P (619) 269-4941
MARIE BURKE LIA427 C STREET, SUITE 416SAN DIEGO, CA 92101P (619) 235-9766
REBEKAH LOVELESSARCHAEOLOGICAL PILOVELESS LINTON, INC.P (619) 922-0718
NORTH 8 FEET OF LOT "J" AND THE SOUTH 34 FEET OF LOT "K" IN BLOCK 106 OF HORTON'S ADDITION, IN THE CITY OF SAN DIEGO, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEROF MADE BY L.L. LOCKING, ON FILE IN THE OFFICE OF THE COUNTY RECORDER, OF SAID SAN DIEGO COUNTY. SEE RECORD SURVEY OF 11147.
1.
2.
THE SPECIFICATIONS INCLUDED HEREWITH ARE AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS AND ALL CONDITIONS MENTIONED IN EITHER SHALL BE EXECUTED AS THOUGH SPECIFICALLY MENTIONED IN BOTH .
ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE LOCAL FIRE MARSHAL, THE CITY OF SAN DIEGO BUILDING OFFICIALS AND UTILITY COMPANIES FURNISHING SERVICES. NOTHING IN THE PLANS OR SPECIFICATIONS SHALL BE CONSTRUED AS PERMITTING WORK THAT IS NOT IN CONFORMANCE WITH APPLICABLE CODES OR REGULATIONS. CODES GOVERNING THIS WORK INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
THESE PLANS AND ALL NEW WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN THE STATE OF CALIFORNIA - TITLE 24 CCR AS AMMENDED AND ADOPTED BY THE COUNTY OF SAN DIEGO.
REQUIREMENTS OF CODES AND REGULATIONS SHALL BE CONSIDERED AS MINIMUM. WHERE CONTRACT DOCUMENTS EXCEED W/O VIOLATING CODE AND REGULATION REQUIREMENTS, CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. WHERE CODES CONFLICT, THE MORE STRINGENT SHALL APPLY.
ALL REQUIRED PERMITS SHALL BE OBTAINED FROM THE BUILDING OFFICIALS AND THE LOCAL FIRE MARSHAL BEFORE THE BUILDING IS OCCUPIED. FIRE DEPT APPROVAL SHALL BE REQUESTED PRIOR TO FRAMING INSPECTION.
2016 CALIFORNIA BUILDING CODE2016 CALIFORNIA ELECTRICAL CODE2016 CALIFORNIA MECHANICAL CODE2016 CALIFORNIA PLUMBING CODE2016 CALIFORNIA ENERGY CODE2016 CALIFORNIA FIRE CODE2016 CALIFORNIA RESIDENTIAL CODE2016 CALIFORNIA GREEN BUILDING CODEAMERICANS WITH DISABILITIES ACT
ACACTALUMALTAPARCHBDBLDGBLK'GBMBOTCABCARCEMCLCLGCLRCTCTRCOLCONSTRCONTCORRDBLDEPTDFDIADIMDISPDNDRDETDWGDWREA
LAMLLHLLVLGT WGTMAXMECHMINMISCNICNO/#NTSOCOOFCI
OPNGOPPPLPL LAMPLWDPOLPRPTPNTQTYRRDREFREINFRMRORUB
ASPHALT CONCRETEACOUSTICAL CEILING TILEALUMINUMALTERNATEACCESS PANELARCHITECTBOARDBUILDINGBLOCKINGBEAMBOTTOMCABINETCARPETCEMENTCENTERLINECEILINGCLEARCERAMIC TILECOUNTERCOLUMNCONSTRUCTIONCONTINUOUSCORRIDORDOUBLEDEPARTMENTDRINKING FOUNTAINDIAMETERDIMENSIONDISPENSERDOWNDRAINDETAILDRAWINGDRAWEREACH
LAMINATELONG LEG HORIZONTALLONG LEG VERTICALLIGHT WEIGHTMAXIMUMMECHANICALMINIMUMMESCELLANEOUSNOT IN CONTRACTNUMBERNOT TO SCALEON CENTEROUTSIDE DIAMETEROWNER FURNISHED/CONTRACTOR INSTALLEDOPENINGOPPOSITEPLATE/PROPERTY LINEPLASTIC LAMINATEPLYWOODPOLISHEDPAIRPRESSURE TREATEDPAINTEDQUANTITYRADIUSROOF DRAINREFERENCEREINFORCINGROOMROUGH OPENINGRUBBER
SEE A0.2 FOR AREA CALCULATIONS & DIAGRAMS
EJELECTENCLEQEWEWCEXGETREXTFDFECFHCFINFIXTFLRFTFURRGAGALVGBGLGSMGYPHDRHDWDHDWRHGTHORIZIDINSUKINTJAN
EXPANSION JOINTELECTRICALENCLOSUREEQUALEACH WAYELECT WATER COOLEREXISTINGEXISTING TO REMAINEXTERIORFLOOR DRAINFIRE EXTINGUISHER CABINETFIRE HOSE CABINETFINISHFIXTUREFLOOR FEETFURRINGGUAGEGALVINIZEDGRAB BARGLASSGALVINIZED SHT METALGYPSUMHEADERHARDWOODHARDWAREHEIGHTHORIZONTALINSIDE DIAMETERINSULATIONINTERIORJANITOR
3.
4.
5.
6.
7.
CONTRACTORS/SUBCONTRACTORS SHALL FIELD VERIFY ALL LOCATIONS, DIMENSIONS, AND CONDITIONS OF WALLS, DOORS, PLUMBING, MECHANICAL, ELECTRICAL ITEMS, ETC. (WHETHER SHOWN OR NOT SHOWN ON THE DRAWINGS) PRIOR TO START OF CONSTRUCTION. CONTRACTOR TO ADVISE THE ARCHITECT OF ANY ADVERSE CONDITIONS OR DISCREPANCIES.
ALL GLASS SHALL COMPLY WITH THE REQUIREMENTS OF THE AFOREMENTIONED CODES.
NOTICE TO THE CONTRACTOR/ BUILDER/ INSTALLER/ SUBCONTRACTOR/ OWNER-BUILDER: BY USING THESE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE CITY OF SAN DIEGO FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING, AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS, AND AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES.
IT IS UNDERSTOOD THAT THE PLANS FOR THE PROJECT HAVE, AT THIS TIME, BEEN REVIEWED FOR COMPLIANCE WITH ALL APPLICABLE STATE AND CITY REGULATIONS, AND THAT THE PROJECT AS A WHOLE HAS BEEN APPROVED BY THE CITY, WITH THE EXCEPTION OF THE DEFERRED ITEMS LISTED.
I/WE UNDERSTAND THAT I/WE WILL NOT AUTHORIZE THE INSPECTION OF DEFERRED ITEMS PROPOSED PRIOR TO THE SUBMITTAL AND APPROVAL OF PLANS AND/OR CALCULATIONS FOR THOSE DEFERRED ITEMS.
The Proposed Project, Ezabelle, is a new Affordable mixed use building consisting of Residential Apartments and Ground Floor Commercial to activate the street. The proposed project will require the relocation of an existing Historic Home, built in 1881, to a new portion of the existing site. The Historic Home will be incoporated into the propsed project and maintain a strong presence in the neighborhood.
The current site is a approximately 4200 sf interior lot located on 13th street, between Island and J Street. Along the South and East Property Line there is an adjacent 6 story apartment building. Along the North Property Line there is an existing 3 story Historic Home currently being used as a law office.
Ezabelle will consist of 45 new residential apartments and 1 large ground floor commercial space. 13% of our units will be dedicated to Very Low Income Tenants. The new project will capitalize on the public amenities the metro area has to offer. Access to the Trolley Station which is less than a block from the site and the creation of a micro community within the proposed commercial ground floor spaces. The building will create a large courtyard space open to the sky to allow for better quality of life and to create a indoor/outdoor gathering space for the community.
All Residential Units will be fully equipped with modern bells and whistles. The concept for the units is based on a Swiss Army Knife. All fixtures/Appliance/Furniture will be built in to the residential units. High-End Cabinetry running the entire wall lengths housing independent Washer-Dryers, Dishwashers, Kitchens, Water Heaters, Beds, Storage, benches, etc.... The building will also be designed and built to meet the standards for LEED Certification. This buidling will most likely achieve LEED Platinum making it sustainable for the future tenants and the city as a whole.
PROJECT NARRATIVE
SCSCHEDSHRSHTSPECSQST STLSTDSTORSTLSTRUCTSUSPTELETEMPTHKTYPUONVCTVERTVESTVIFW/WDW/OWGT
SOLID CORESCHEDULESHOWERSHEETSPECIFICATIONSSQUARESTAINLESS STEELSTANDARDSTORAGESTEELSTRUCTURESUSPENDEDTELEPHONETEMPORARYTHICKTYPICALUNLES OTHERWISE NOTEDVINYL COMPOSITION TILEVERTICALVESTIBULEVERIFY IN FIELDWITHWOODWITHOUTWEIGHT
DEVIATIONS/INCENTIVESDEVIATIONS ARE GRANTED AS DEVELOPMENT INCENTIVES FOR AFFORDABLE HOUSING DENSITY BONUS PROJECTS PER SDMC 143-0740 & CA GOV CODE 65915-65918• 13% VERY LOW INCOME UNITS WILL BE PROVIDED• 13% PERMITS 4 INCENTIVES & 50% DENSITY BONUS PER TABLE
143-07A VERY LOW INCOME DENSITY BONUS HOUSEHOLDS
MARKET RATE UNITSVERY LOW INCOME UNITS TOTAL UNITS
39 (86.66%)6 (13.33%)45 (100%)
DENISTY BONUS
DEVIATIONS
1. COMMERCIAL SPACE DIMENSIONAL REQ'S PER 156.0310(e) & (f)
INCENTIVES
1. REDUCE PARKING FROM 12 TO ZERO.
NOTE: SEE FLOOR PLANS FOR VERY LOW INCOME UNIT LOCATIONS (UNIT G AFFORDABLE UNIT)
DN
DN
RE
F
RE
F
RE
F
RE
F
REF
REF
REF
REF
REF
RE
F
RE
F
RE
F
REF
1217 SF
COMMERCIAL AREA 778 SF
COMMERCIAL AREA
NotEnclosed
CIRC
511 SF
CIRC
560 SF
COVERED CIRC
134 SF
UTILITY
OPEN TO ABOVE
LINE OF SOFFIT ABOVE
204 SF
CIRC
440 SF
LIVABLE AREA
1173 SF
LIVABLE AREA
1048 SF
CIRC
188 SF
DECK
1243 SF
LIVABLE AREA
1173 SF
LIVABLE AREA
1067 SF
CIRC
160 SF
DECK
1592 SF
COVERED DECK
209 SF
CIRC
288 SF
CIRC 1473 SF
DECK
HABITABLE AREA - INCLUDED IN FAR
CIRCULATION - INCLUDED IN FAR
AREA EXCLUDED FROM FAR
882 SF
UTILITY
257 SF
CIRC
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PROJECT NO.:
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REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
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AREA CALCS
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1/8" = 1'-0"2
LEVEL 1
1/8" = 1'-0"3
LEVEL 2
1/8" = 1'-0"4
TYP LEVEL 3-7
1/8" = 1'-0"5
ROOF
LEVEL 1 AREA
CIRC 715 SF
COMMERCIAL AREA 1995 SF
COVERED CIRC 560 SF
UTILITY 134 SF
TOTAL 3403 SF
LEVEL 2 AREA
CIRC 1048 SF
DECK 188 SF
LIVABLE AREA 1614 SF
TOTAL 2850 SF
LEVEL 3 AREA
CIRC 1067 SF
DECK 160 SF
LIVABLE AREA 2416 SF
TOTAL 3643 SF
LEVEL 4 AREA
CIRC 1034 SF
DECK 160 SF
LIVABLE AREA 2449 SF
TOTAL 3643 SF
LEVEL 5 AREA
CIRC 1034 SF
DECK 160 SF
LIVABLE AREA 2449 SF
TOTAL 3643 SF
LEVEL 6 AREA
CIRC 1034 SF
DECK 160 SF
LIVABLE AREA 2449 SF
TOTAL 3643 SF
LEVEL 7 AREA
CIRC 1034 SF
DECK 160 SF
LIVABLE AREA 2449 SF
TOTAL 3643 SF
ROOF AREA
CIRC 497 SF
COVERED DECK 1592 SF
DECK 1473 SF
TOTAL 3561 SF
GROSS FLOOR AREASFAR & OCCUPANCY CALCULATIONS
LEGEND
0' 4' 8' 16' 32'
0' 4' 8' 16' 32'
0' 4' 8' 16' 32'
0' 4' 8' 16' 32'
1/8" = 1'-0"1
BASEMENT
0' 4' 8' 16' 32'
BASEMENT AREA
CIRC 257 SF
UTILITY 882 SF
TOTAL 1138 SF
1/8" = 1'-0"6
COVERED HIGH ROOF
UNIT A
UNIT TYPE
UNIT B UNIT E UNIT F UNIT G
UNIT SIZE
STUDIO STUDIO STUDIO STUDIO STUDIO (AFFORDABLE)
218 SF 296 SF 282 SF 290 SF 210 SF
NOTE: SEE FLOOR PLANS FOR UNIT DESIGNATION
UNIT COUNT & NET AREA
QUANTITY 5 5 12 6 6
LEVEL OCCUPANCY AREA
BASEMENT U 1138 SF
GRADE B 3065 SF
GRADE U 134 SF
LEVEL 2 R-2 2661 SF
LEVEL 3 R-2 3483 SF
LEVEL 4 R-2 3483 SF
LEVEL 5 R-2 3483 SF
LEVEL 6 R-2 3483 SF
LEVEL 7 R-2 3483 SF
ROOF R-2 497 SF
24913 SFGSF INCLUDED IN FAR:
UNIT C
STUDIO
266 SF
5
UNIT D
STUDIO
345 SF
5
UNIT H
STUDIO
400 SF
1
B
A
C
J ST
ISLAND AVEP
AR
K B
LV
D
13T
H S
T
3 STORY OFFICE
6 STORY MULTIFAMILY
4 STORY MULTIFAMILY
5 STORY MIXED USE
2 STORY MIXED USE
4 STORY MULTIFAMILY
1 STORY COMMERCIAL
6 STORY MULTIFAMILY
11T
H A
VE
14T
H S
T
MARKET ST
K ST
FAULTLINE PARK
PA
RK
BLV
D
13T
H S
T
11T
H A
VE
14T
H S
T
8 STORY CONDOMINIUM
8 STORY EDUCATIONAL
3 STORY MULTIFAMILY
4 STORY MULTIFAMILY
6 STORY MULTIFAMILY
3 STORY RELIGIOUS
10 STORY MULTIFAMILY
1 STORY OFFICE
PUBLIC TRANSIT STOP
BUILDING FOOTPRINT
2 S
TO
RY
C
OM
ME
RC
IAL
1 S
TO
RY
C
OM
ME
RC
IAL
1 STORY COMMERCIAL
3 S
TO
RY
C
OM
ME
RC
IAL
SU
RF
AC
E
PA
RK
ING
1 STORY COMMERCIAL
1 STORY COMMERCIAL
1 STORY MIXED USE
9 STORY PUBLIC LIBRARY
45 STORY MULTIFAMILY
6 STORY MULTIFAMILY
1 STORY COMMERCIAL
1 STORY COMMERCIAL
PROJECT SITE
P
P
P
P
P
6 STORY PARKADE
6 S
TO
RY
M
ULT
IFA
MIL
Y
P PUBLIC PARKING
*
**
*EXISTING AFFORDABLE HOUSING
LEGEND
PUBLIC PARK
FIRE HYDRANT RADIUSR 250'
EXISTING FIRE HYRDRANT
+6 POTENTIAL FUTURE PARKING STALLS
+3 PROPOSED PARKING STALLS
+6 POTENTIAL FUTURE PARKING STALLS
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
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A0.3
VICINITY MAP &PHOTO SURVEY
01-23-2018
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1" = 80'-0"SURVEY KEY/VICINITY MAP
A
B
C
CAST IN PLACE CONCRETE WALL PER STRUCTURAL
R-19 MIN DENSPAC BLOWING WOOL INSULATION (REFERENCE CONSTRUCTION SPECIFICATIONS PER NDD APPENDIX B). INSULATION TO BE R-19 MIN.
5/8" GYP. BOARD
2X4 WOOD STUDS PER STRUCTURAL
STRUCTURAL SHEATHING WHERE OCCURS
STRUCTURAL SHEATHING WHERE OCCURS
5/8" GYP. BOARD
A
B
C
D
E
N/A
4 HR(MINIMUM
THICKNESS OF 8")• 8" & 12" CAST IN PLACE CONCRETE WALL• MINIMUM 1" COVERAGE FOR ALL STEEL REBAR
• 5/8" TYPE 'X' GYPSUM WALLBOARD APPLIED VERTICALLY OR HORIZONTALLY NAILED WITH 6D COOLER OR WALLBOARD NAILS AT 7"OC WITH END JOINTS ON NAILING MEMBERS. STAGGER JOINTS ON EACH SIDE
• 2" X 4" WOOD STUDS 16" ON CENTER
ITEM NUMBER 14-1.3CBC TABLE 721.1 (2)
1 HR(MINIMUM FINISHED
THICKNESS FACE-TO-FACE:
4 3/4")
N/A
2x6 EXT. WALL
HISTORIC WD WALL W/ 3 HR IMPROVEMENT
HISTORIC WD WALL
8" & 12" CONCRETE
2x4 INT. WALL
D1
3/4" STUCCO W/ MTL LATH OR MESH BASE
DENSPAC BLOWING WOOL INSULATION(REFERENCE CONSTRUCTION SPECIFICATIONS PER NDD APPENDIX B)
2X6 MTL STUDS PER STRUCTURAL
MIN 1/2" STRUCTURAL SHEATHING
xx UL U418
2 HR (MINIMUM FINISHED
THICKNESS FACE-TO-FACE: 8")
• TWO LAYERS 5/8" TYPE 'X' GYPSUM BOARD BASE LAYERS APPLIED VERTICALLY,
• 2x6 MTL STUDS 16" O.C. • MIN 1/2 EXTERIOR GYPSUM SHEATHING • MIN 3/4" PORTLAND CEMENT TYPE STUCCO W/ METAL LATH
OR MESH BASE
2 LAYERS 5/8" TYPE 'X' GYPSUM BOARD
SYMBOL WALL ASSEMBLY FIRE RATINGSOUND RATING
TEST ASSEMBLY
DESCRIPTION WALL ASSEMBLY NOTES
1. WALLS ARE FULL HEIGHT TO ROOF UNLESS OTHERWISE NOTES.2. WHEN WALLS ARE FIRE-RESISTIVE OR NON-COMBUSTIBLE, THE FINISH MATERIAL SHALL BE APPLIED DIRECTLY AGAINST SUCH
FIRE-RESISTIVE OR NON-COMBUSTIBLE CONSTRUCTION OR TO FURRING STRIPS NOT EXCEEDING 1-3/4", THE FURRED SPACE SHALL BE FILLED WITH INORGANIC OR CLASS 1 MATERIAL OR FIRE STOPPED OT TO EXCEED 8 FEET IN ANY DIRECTION. (SECTION 803, ITEM 1)
3. AT ACOUSTICAL WALLS (WHERE RESILIENT CHANNELS OR STAGGERED STUDS ARE USED), CAULK ALL HOLES AND GAPS. 4. ALL SEPARATING WALLS AND FLOORS-CEILING ASSEMBLIES SHALL PROVIDE A MINMUM STC AND IIC OF 50 (PER SECTION 1208
CBC). FLOOR COVERINGS INCLUDED IN THE ASSEMBLY MUST BE PERMANENTLY RETAINED AND MAY BE REPLACED ONLY BY OTHER FLOOR COVERING PROVIDING THE SAME SOUND INSULATION.
FIREPROOFING AND SOUND NOTES
FIRE, SMOKE, AND SOUND PARTITIONS, FLOORS, CEILINGS, AND ROOF ASSEMBLIES SHALL BE FIRESTOPPED IN ACCORDANCE TO THE DURRENT BUILDING CODE JURISDICTION AND/OR THE CALIFORNIA STATE FIRE MARSHALL (SFM)
1. ALL FIRE AND SMOKE ASSEMBLIES, WALLS, PARTITIONS, FLOORS, CEILING AND ROOF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH THE UL, OR OTHER APPROVED TESTING LABORATORY, AND MFG'S PROCEDURES. ALL SOUND WALLS OR PARTITION SHALL BE INSTALLED IN ACCORDANCE WITH THE DETIALS SHOWN IN PROJECT DRAWING, AND AS CALLED FOR BELOW
2. ALL GYPSUM BOARD INSTALLATIONS AT FIRE, SOME SOUND, OR OTHER PARTITIONS, WALLS, CEILINGS, AND ROOF ASSEMBLIES, SHALL BE INSTALLED WITH THE FOLLOWING EXPLANATORY NOTEa. FASTENERS INSTALLED ALONG THE EDGES OF GYP. BD. ARE PLACED ALONG THE PAPER BOUND EDGES OF THE LONG
DIMENSION OF THE BD. FASTENERS AT THE END ARE PLACED ALONG MILL OR FEILD CUT ENDS ON THE SHORT DIMENSION, FASTENERS ON THE PERIMETER OF THE BOARD ARE ALONG BOTH EDGES AND ENDS.
b. SCREWS MEETING ASTM C1002 MAY BE SUBSTITUTED FOR PRESCRIBED NAILS, ONE FOR ONE, WHEN THE HEAD DIMENSION, LENGTH, AND SPACING OF THE SCREWS ARE NOMINALLY EQUAL TO THOSE OF THE NAILS USED IN THE TESTED ASSEMBLY.
c. VERTICALLY APPLIED BOARDS HAVE THE EDGES PARALLEL TO FRAMING MEMBERS. HORIZONTALLY APPLIED BOARDS HAVE THE EDGES AT THE RIGHT ANGLES TO THE FRAMING MEMBERS. INTERMEDIATE VERTICAL FRAMING MEMBERS ARE THOSE BETWEEN THE VERTICAL EDGES OR ENDS OF THE BOARD.
d. ALL WALLS, PARTITIONS, AND CEILING ASSEBLIES, EXCEPT THOSE WITH CERAMIC, QUARRY TILE OR METAL COVERED SURFACES, REQUIRE TAPPING OF JOINTS (SEE ITEM e FOR EXCEPTION).
e. WHEN A FIRE RATED PARTITION EXTENDS ABOVE THE CEILING, THE WALL BOARD JOINTS ABOVE THE CEILING NEED NOT BE TAPED WHEN ALL OF THE FOLLOWING CONDITIONS ARE MET.A. ALL VERTICAL JOINTS OCCUR OVER FRAMING MEMBERS AND GYP. BD. SHALL BE INSTALLED WITH TIGHT FITTING
JOINTS, NO JOINT OPENING SHALL EXCEED A TOLERANCE OF +1/16". ANY JOINT WHICH EXCEEDS +1/16" SHALL BE TAPED OR COVERED WITH JOINT TREATMENT.
B. HORIZONTAL JOINTS ARE STAGGERED 24" O.C. ON OPPOSITE SIDES OR COVERED WITH 6" WIDE STRIPS OF GYPSUM BOARD ATTACHED WITH 1-1/2" LAMINATING SCREWS AT 8" O.C.
C. PARTITION IS TWO PLY SYSTEM WITH JOINTS STAGGERED 16" OR 24" O.C.D. PARTITION IS NOT PART OF A SMOKE OR SOUND CONTROL SYSTEM
f. CEILING ROOF ASSEMBLIES WITH GYP. BD. WHICH ARE NOT EXPOSED TO VIEW AND 2-PLY SYSTEMS WITH JOINTS STAGGERED, DO NOT REQ. TAPING. ALL SINGLE PLY SYTEMS, WHERE JOINTS DO NOT MEET AT FRAMING MEMBERS, WILL BE TAPED. ALL PENETRATIONS OF CLG. ROOF ASSEMBLIES SHALL BE SEALED AND FIRESTOPPED.
g. WATER RESISTANT BACKER BOARD OR GYP. BD. BACKING SHOULD BE INSTALLED OVER, OR AS PART OF THE FIRE RATED ASSEMBLY IN SHOWER OR TUB AREAS TO RECEIVE CERAMIC OR PLASTIC WALL TILE OR PLASTIC FINISHED WALL PANELS. WHEN FIRE AND SOUND RATINGS ARE NECESSARY, THE BACKER BOARD OR GYP. BD. REQD. FOR THE RATING MUST BE BROUGHT DOWN TO THE FLOOR BEHIND THE FIXTURE SO THAT THE CONSTRUCTION WILL EW. TO THAT OF TESTED ASSEMBLY.
3. UTILITY PENETRATIONS IN FIRE, SMOKE, SOUND WALL PARTITIONS, AND CEILING ASSEMBLIES, SHALL BE FIRE -STOP AND SOUND SEALED WITH AN APPROVED MATERIAL SECURELY INSTALLED-3M FIRE BARRIER SEALANT CP 25 WB+, ASTM E 814 (UL 14709) STC 54a. STEEL ELECTRICAL OUTLET BOXES WHICH DO NOT EXCEED 16 SQ. INCHES IN AREA PER 100SF, NEED NOT BE
PROTECTED IN 1-HR. OR 2-HR. FIRE RATED WALLS, PARTITIONS, CEILINGS, OR AREA SEPARATION UNLESS THEY:A. OCCUR ON OPPOSITE SIDES OF THE WALL WITHIN 24" HORIZONTAL DISTANCE OF ONE ANOTHER. IN THIS CASE
ONLY ONE (1) OUTLET BOX NEED BE PROTECTED BY AN APPROVED MATERIAL OR DETAIL TO CORRECT THIS CONDITION.
B. OCCUR IN COMBINATION WITH OUTLET BOXES OF ANY SIZE SUCH THAT THE AGGREGATE AREA OF UNPROTECTED OUTLET BOXES EXCEEDS 100 SQUARE INCHES IN ANY 100SF OF WALL AREA. IN THIS CASE ONLY A SUFFICIENT NUMBER OF OUTLET BOXES NEED BE PROTECTED BY AN APPROVED MATERIAL OR DETAIL TO DECREASE THE AGGREGATE AREA OF UNPROTECTED UTILITY BOXES TO LESS THAN 100 SQUARE INCHES IN ANY 100SF OF WALL.
b. STEEL ELEC. OUTLET BOXES WHICH EXCEED 16 SQ. INCHES IN AREA, AND ALL OTHER STEEL UTILIT OUTLET BOXES (MEDICAL GASES, WATER ETC.) REGARDLESS OF SIZE, MUST BE PROTECTED BY AN APPROVED FIRESTOP MATERIAL
c. 3M BRAND FIRE BARRIER PUTTY PADS, MPP-1, OR A UL APPROVED EQUAL PRODUCT SHALL BE USED TO PROTECT STEEL UTILITY OUTLET BOXES (ELEC., MEDICAL GASES, WATER, ETC.) UP TO 100 SQ. INCHES OF AREA.
d. STEEL UTILITY BOXES (ELEC. PANELS, MEDICAL GAS VALVE BOXES ETC.) WHICH EXCEED 100 SQ. INCHES IN AREA WILL BE PROTECTED BY ENCASING THEM IN GYP. BD. PER DETAILS.
e. ALL UTILITY AND ELECTRICAL OUTLETS OR BOXES, SHALL BE SECURELY FASTENED TO THE STUD OR FRAMING OF THE WALL, PARTITION, OR CLG. ASSEMBLY. THE OPENING IN THE GYP. BE FACING SHALL BE CUT SO THAT THE CLEARANCE BETWEEN THE BOX AND THE GYPSUM BOARD DOES NOT EXCEED 1/8"
f. ALL FIRE SPRINKLER, MECHANICAL, PLUMBING, AND ELEC. COMMUNICATION LINES THAT PENETRATE FIRE, SMOKE, OR SOUND WALLS SHALL LBE FIRESTOP AND SEALED PER THE SPECIFICATIONS OR DETAILS.
4. ALL LIGHT FIXTURE AND AIR DUCT PROTECTION SHALL BE AS DETAILED ON THE DRAWINGS, OR AS CALLED FOR IN THE SPECIFICATIONS.
5. THE THROUGH-PENETRATION FIRESTOP SYSTEM SHOWN IN THE CONTRACT DOCUMENTS, HAS BEEN APPROVED BY THE PERMITTING AUTHORITY, ANY SUBSTITUTIONS AND/OR CHANGES OF THE SYSTEM SHALL BE RESUBMITTED AND APPROVED BEFORE USE IN THE PROJECT. THE FOLLOWING IS THE MINIMUM REQUIREMENT FOR THE CONTRACTOR TO PROVIDE IN HIS SUBMITTAL:a. A DETAILED DRAWING OF THE SUBSTITUTED FIRESOP SYSTEM.b. A UL, OR EQUAL, TEST DATA SHEETS CONFIRMING THE APPROVAL OF THE FIRESTOP SYSTEM OR PRODUCT.c. THE LOCATION AND DESCRIPTION OF WHERE THE FIRESTOP SYSTEM WILL BE USED IN THE PROJECT.d. THE SUBMITTAL APPROVAL BY THE AGENCY WHO IS RESPONSIBLE FOR THE JURISDICTION OF THE PROJECT.
6. FASTENERS IN PRESERVATIVE-TREATED WOOD AND FIRE-RETARDANT WOOD; FASTENERS IN PRESERVATIVE-TREATED WOOD AND FIRE RETARDANT WOOD SHALL BE HOT DIPPED SINC-COATED GALVANIZED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55 MINIMUM. FASTENERS OTHER THAN NAILS, WOOD SCREWS, AND LAG SCREWS MAY BE MECHANICALLY DEPOSITED ZINC IN ACCORDANCE WITH ASTM B 695, CLASS 55
7. WALL, AND FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THE INTERIOR FINISH CLASSIFICATIONS IN CBC TABLE 803.3 AND SHALL MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1. DECORATIVE MATERIAL SHALL BE PROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIRE MARSHAL WITH APPROPRRIATE DOCUMENTATION PROVIDED TO THE CITY.
HISTORIC WD SIDING W/ INTUMESCENT PAINT FOR CLASS 'A' FLAME SPREAD RATING
NONCOMBUSTIBLE MINERAL WOOL INSULATION
HISTORIC 2X4 WD FRAMING
HISTORIC WALL PORTION:• HISTORIC WD SIDING W/ INTUMESCENT PAINT FOR CLASS 'A'
FLAME SPREAD RATING• HISTORIC 2X4 WD FRAMING• NONCUMBISTIBLE MINERAL WOOL INSULATION• 1/2" HARDIE PANEL3 HR PORTION (UL419):• 2 LAYERS 3/4" GYP WALL BOARD APPLIED HORIZONTALLY
OR VERTICALLY• 1 5/8" MTL STUD W/ 24" OC MAX SPACING• 2 LAYERS 3/4" GYP WALL BOARD APPLIED HORIZNTALLY OR
VERTICALLY
2 LAYERS 3/4" GYP BOARD
1 5/8" MTL STUD
2 LAYERS 3/4" GYP BOARD
1/2" HARDIE PANEL
N/A HISTORIC WALL +
UL U419
3 HR (MINIMUM FINISHED
THICKNESS FACE-TO-FACE: 9 7/8")
HISTORIC WD SIDING W/ INTUMESCENT PAINT FOR CLASS 'A' FLAME SPREAD RATING
NONCOMBUSTIBLE MINERAL WOOL INSULATION
HISTORIC 2X4 WD FRAMING
LATH & PLASTER TO MATCH HISTORIC
• HISTORIC WD SIDING W/ INTUMESCENT PAINT FOR CLASS 'A' FLAME SPREAD RATING
• HISTORIC 2X4 WD FRAMING• NONCUMBISTIBLE MINERAL WOOL INSULATION• LATH & PLASTER TO MATCH HISTORIC
N/A HISTORIC WALL N/A
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HORTON'S ADDITIONMAP 369
(N) 7-STORY MIXED USE STRUCTURE
(E)
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ADJ BUILDING(COMMERCIAL OFFICE)
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22' - 10"
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BUILDING TO ACCESS ROADWAY
28' - 5"
ACCESS ROADWAY
28' - 3"
PARALLEL PARKING
9' - 0"
HOSE PULL: 84' - 0"
13
W
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5' - 10" 14' - 3" 64' - 9"
15
FF 50.1
UPSLOPE:
1/4" PER 1'-0"
DNSLOPE:
1/4" PER 1'-0"
16
ADJACENT COMMERCIAL OFFICE BUILDING
SITE PLAN LEGEND
ADJACENT MULTI FAMILIY BUILDING
HOSE PULL
SITE PLAN NOTES
1 (N) SIDEWALK
2 (E) STREET LIGHT
3 (E) WATER METER
4 (N) STREET TREE
5 (E) STREET TREE
6 BACKFLOW & FIRE BACKFLOWPREVENTER W/ SCREEN &VEGETATION. LOCATION OF POSTINDICATOR VALVES, FIREDEPARTMENT CONNECTIONS &ALARM BELL.
7 (E) SEWER SERVICE TO REMAIN
8 (N) 2" WATER SERVICE
9 (N) D-25 CURB OUTLET
10 ELEC VAULT
11 VAULT
12 CATV
13 KNOX BOX LOCATION. TO BEINSTALLED PER FPB K-15-2
14 NDS TRENCH DRAIN W/ CATCHBASIN FILTER. SEE CIVIL DRAWINGSFOR MORE DETAIL
15 SDG&E VAULT DOOR
16 LANDSCAPE PLANTER
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ITEM DATE DESCRIPTION
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ARCHITECTURE
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NO EASEMENTS PRESENT ON SITENO TRANSIT STOPS W/I ONE BLOCKSEE A2.1 FIRST LEVEL PLAN FOR REFUSE & RECYCLING AREASSEE A2.1 FIRST LEVEL PLAN FOR ARCHITECTURAL PROJECTS
1.2.3.
4.
GENERAL NOTES
PROPERTY LINE
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DISMANTLE & RETAIN FOR RELOCATION
WALL LEGEND
DEMOLISH
EXISTING EXTERIOR WALL OF HISTORIC HOME TO REMAIN
DEMOLITION NOTES
1 REMOVE SITE PAVEMENT
2 REMOVE PORCH & ASS. RAIL &STAIR
3 REMOVE SITE WALL
4 REMOVE TREE
5 REMOVE NON-HISTORICALPORTION OF STRUCTURE TOINCLUDE: FOUNDATION, FLOOR,WALLS, WINDOWS, DOORS & ROOF
6 DISMANTLE & RETAIN FORRELOCATION EXTERIOR WALLS,DOOR, ROOF & ARCHITECTURALDETAILS OF HISTORICALSTRUCTURE. INTERIOR PARTITIONSTO BE REMOVED.
7 REMOVE DRIVEWAY & ASSOCIATEDAPRON TO BE REPLACED W/ NEWSIDEWALK & CURB
8 REMOVE SIDEWALK TO BEREPLACED WITH NEW SIDEWALK
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ITEM DATE DESCRIPTION
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A6.0
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EXTENT OF BUILDING ABOVE
0' - 5" 9' - 2" 14' - 6" 14' - 6" 3' - 8 1/4"
42' - 3 1/4"
SE
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' - 0
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1' -
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27
' - 0
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741 SF
UTILITY
200 SF
2 HR EXIT STAIRENCLOSURE 1
SE
TB
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"1
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' - 1
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14' - 2" 14' - 2" 14' - 2" 14' - 2" 9' - 2" 14' - 6" 14' - 6"
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(ELEC UTIL EQUIP)
UP
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ELEC METERS
SW
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3' -
6"
8' -
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3' -
6"
ELEVATOR STAND-BY
POWER
35 SF
VESTIBULE
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A4.01
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' - 0
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' - 6
"0
' - 7
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' - 0
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1 2 3 4 5 6 7 8SETBACK:
1' - 0"
0' - 7" 14' - 2" 14' - 2" 14' - 2" 14' - 2" 9' - 2" 14' - 6" 14' - 6" 1' - 5 1/4"
SETBACK:2' - 4 1/4"
INTO ROW4' - 0" PROJECTION96' - 10 1/4"
1
A6.0
40
' - 0
"
1
A6.1
CHUTE OPENING ABOVE
SOFFIT ABOVE
LIMIT OF COVERED BREEZEWAY
PR
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TY
LIN
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PR
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LIN
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165 SF
2 HR EXIT STAIRENCLOSURE 1
167 SF
2 HR EXIT STAIRENCLOSURE 2
1139 SF
COMMERCIAL B
176 SF
ELEV LOBBY
59 SF
ELEVATOR
973 SF
EGRESS COURT
ACCESSIBLE ROUTE
SLIDING STOREFRONT DOORS
PROPERTY LINE
PROPERTY DEPTH: 100' - 2 1/2"
PROPERTY LINE
PR
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TY
DE
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H: 4
2' -
0"
1' -
0"
1' -
2"
PE
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BC
SE
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007
.1.1
.1
37
' - 1
0"
> 1
/3 D
IAG
ON
AL (
36' -
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1' -
0"
1' -
0"
FF 50.0
FF 50.0
FF 50.0
FF 49.1
WATER METERS
EXTERIOR EXIT DOOR PER CBC SEC 1028.1 EXCEPTION 1
OPEN TO SKY
7' -
11"
CL
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LIMIT OF COVERED BREEZEWAY
12
' - 0
" C
LR
NOTES:1.
2.
3.
4.
5.
24"x
84"
GU
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EY
54" CLR
80"
CLR
3' -
11
"
PER CBC SEC 1028.4.1 MIN HEIGHT 7' - 0" TO QUALIFY AS EGRESS COURTVEGETATION SHALL BE SELECTED & MAINTAINED IN SUCH A MANNER AS TO ALLOW IMMEDIATE ACCESS TO ALL HYDRANTS, VALVES, FD CONNECTIONS, PULL STATIONS, EXTINGUISHERS, SPRINKLER RISERS, ALARM CONTROL PANELS, RESCUE WINDOWS, & OTHER DEVICES OR AREAS USED FOR FIREFIGHTING PURPOSES. VEGETATION & BUILDING FEATURES SHALL NOT OBSTRUCT ADDRESS NUMBERS OR INHIBIT THE FUNCTIONING OF ALARM BELLS, HORNS, OR STROBES.DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION PER CFC 804EVERY BUILDING FOUR STORIES OR MORE IN HEIGHT SHALL BE PROVIDED WITH NOT LESS THAN ONE STANDPIPE FOR USE DURING CONSTRUCTION INSTALLED IN ACCORDANCE WITH CFC 3313.1. STANDPIPE SHALL BE INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40 FT IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS. CFC 3313.1ALL BUILDINGS & SITES UNDERGOING CONSTRUCTION, ALTERATION, OR ADEMOLITION SHALL COMPLY WITH THE REQS OF CHPT 33 OF THE CFC
3' -
6"
11
' - 1
1"
3' -
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FF 50.1
FF 50.0 FF 50.1
UPSLOPE: 1/4" PER 1'-0"
FF 50.0
DN
23' CLR HT BREEZEWAY
SLOPE: 1/4" PER 1'-0"
TENANT MAILBOXES, TYP
LANDSCAPE PLANTER
A4.5
1
B
B
B
1
A6.3
2
A6.3
C
669 SF
COMMERCIAL A
FF 50.1
109 SF
TRASH ROOM
10
' - 1
1"
CL
R
3
A6.3
D
HISTORIC HOME WALL TO REMAIN
NEW WALL, SEE WALL TYPES FOR DETAILS
WALL LEGEND
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ITEM DATE DESCRIPTION
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ARCHITECTURE
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FLOOR PLAN - LEVEL 1
0' 2' 4' 8' 16'
Q QQ
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A4.01
A4.1
A4.2
A4.3
1
1
1
D
C
B
A
1 2 3 4 5 6 7 8
1
A6.0
OPEN
1
A6.1
280 SF
UNIT E
280 SF
UNIT E
288 SF
UNIT F
210 SF
UNIT G(AFFORDABLE
UNIT)
SE
TB
AC
K:
1' -
0"
0' -
7"
13
' - 0
"1
2' -
4"
13
' - 6
"0
' - 7
"
SE
TB
AC
K:
1' -
0"
SETBACK:1' - 0"
0' - 7" 14' - 2" 14' - 2" 14' - 2" 14' - 2" 9' - 2" 14' - 6" 14' - 6" 3' - 9 1/2"
40
' - 0
"
151 SF
2 HR EXIT STAIRENCLOSURE 1
149 SF
2 HR EXIT STAIRENCLOSURE 2
59 SF
ELEVATOR
473 SF
CORRIDOR
7' - 4 3/4"PROPERTY LINE
PR
OP
ER
TY
LIN
E
PROPERTY LINE
13' - 4" CLR13' - 4" CLR13' - 10" CLR
1' -
0"
INTO ROW ABOVE4' - 0" PROJECTION
UP DN
NOTES:1.2.3.4.
SEE ENLARGED PLANS FOR UNIT PLANS & ADAPTABILITY COMPONENTS.ALL KITCHENS TO BE COMPLIANT WITH CBC 1133A.ALL KITCHEN SINKS TO BE EQUIPPED WITH 30" REMOVABLE BASE CABINETALL KITCHENS TO BE EQUIPPED WITH 2 18" BREADBOARD WORKSURFACES
3' -
6"
11
' - 1
1"
3' -
6"
4' - 0" 4' - 0"
UP DN3' - 0"
TRASHCHUTE
400 SF
UNIT H
EXPOSED CONC BEAM
PL TO BUILDING FACE
10' - 4 1/4"
14
' - 1
1"
CL
R
14
' - 1
1"
CL
R
14
' - 1
1"
CL
R
11' - 7" CLR
GUARDRAIL
A4.5
1
LINE OF PROJECTION ABOVE10
' - 4
" C
LR
16' - 9" CLR
D
D1
HISTORIC CORNICE BELOW
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
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NA
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Exp.3-31-1844563
L
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A2.2
FLOOR PLAN -LEVEL 2
01-23-2018
EZ
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45
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A 9
210
1
1/4" = 1'-0"1
FLOOR PLAN - LEVEL 2
0' 2' 4' 8' 16'
F
F
Q QQ
REF
REF
REF
REF
RE
F
RE
F
RE
F
REF
F
F
Q
A4.01
A4.1
A4.2
A4.3
1
1
1
D
C
B
A
1 2 3 4 5 6 7 8
1
A6.0
1
A6.1
OPEN
99' - 1"
SE
TB
AC
K:
1' -
0"
0' -
7"
13
' - 0
"1
2' -
4"
13
' - 6
"0
' - 7
"S
ET
BA
CK
:1
' - 0
"
SETBACK:1' - 0"
0' - 7" 14' - 2" 14' - 2" 14' - 2" 14' - 2" 9' - 2" 14' - 6" 14' - 6" 3' - 8"
SETBACK:0' - 1 1/2"
INTO ROW4' - 0" PROJECTION
40
' - 0
"
AR
CH
ITE
CT
UR
AL P
RO
JE
CT
ION
296 SF
UNIT B
218 SF
UNIT A
266 SF
UNIT C
345 SF
UNIT D
282 SF
UNIT E
282 SF
UNIT E
290 SF
UNIT F
209 SF
UNIT G(AFFORDABLE
UNIT)
151 SF
2 HR EXIT STAIRENCLOSURE 1
149 SF
2 HR EXIT STAIRENCLOSURE 2
59 SF
ELEVATOR
483 SF
CORRIDOR
6' - 11"7' - 0"4' - 0" PROPERTY LINE
PR
OP
ER
TY
LIN
E
PROPERTY LINE
23' - 3" CLR
12
' - 8
" C
LR
12
' - 0
" C
LR
17' - 2" CLR
23' - 0" CLR
12
' - 8
" C
LR
13' - 4" CLR
14
' - 9
" C
LR
14
' - 9
" C
LR
13' - 4" CLR13' - 10" CLR
14
' - 1
1"
CL
R
UP DN
4' - 0" 4' - 0"
3' -
6"
8' -
3"
7' -
2"
24"
36"
TRASHCHUTE
UP DN
NOTES:1.2.3.4.
SEE ENLARGED PLANS FOR UNIT PLANS & ADAPTABILITY COMPONENTS.ALL KITCHENS TO BE COMPLIANT WITH CBC 1133A.ALL KITCHEN SINKS TO BE EQUIPPED WITH 30" REMOVABLE BASE CABINETALL KITCHENS TO BE EQUIPPED WITH 2 18" BREADBOARD WORKSURFACES
12' - 10" CLR
12
' - 6
" C
LR
16' - 9" CLR
10
' - 4
" C
LR
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
HS
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NA
SA
EOP R F
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EG
ST
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C I
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Exp.3-31-1844563
L
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1 02/22/18 CSDResponse
A2.3
FLOOR PLAN -TYP LEVEL 3-7
01-23-2018
EZ
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45
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1
1/4" = 1'-0"1
FLOOR PLAN - TYP LEVEL 3-7
0' 2' 4' 8' 16'
A4.01
A4.1
A4.3
1
1
D
C
B
A
1 2 3 4 5 6 7 8
1
A6.0
1
A6.1
SE
TB
AC
K:
1' -
0"
0' -
7"
13
' - 0
"1
2' -
4"
13
' - 6
"0
' - 7
"S
ET
BA
CK
:1
' - 0
" 1' - 7" 14' - 2" 14' - 2" 14' - 2" 14' - 2" 9' - 2" 14' - 6" 14' - 6" 3' - 7"
SETBACK:0' - 2 1/2"
INTO ROW4' - 0" PROJECTION
2995 SF
HABITABLE ROOF
151 SF
2 HR EXIT STAIRENCLOSURE 1
149 SF
2 HR EXIT STAIRENCLOSURE 2
59 SF
ELEVATOR
STL COLUMN FOR ROOF ABOVE, TYP
FF 122.6
DN
LINE OF ROOF ABOVE
PROPERTY LINE
PR
OP
ER
TY
LIN
E
PROPERTY LINE
LINE OF ROOF ABOVE
NOTES
1.HABITABLE ROOF DECK PROVIDED AS TENANT AMENITY FOR GENERAL OUTDOOR USE. SPACE WILL SUPPORT BARBCUING & OUTDOOR LOUNGING.
2.ROOFTOP IMPROVEMENTS INCLUDE WD/COMPOSITE DECK (DENOTED BY HORIZONTAL HATCHING) AND SHADE CANOPY.
3.SEE PENTHOUSE ROOF PLAN FOR INFORMATION REGARDING SHADE CANOPY & MECHANICAL EQUIPMENT.
SEATING AREA
SEATING AREA
SEATING AREA
OUTDOOR BBQ
DN
8' -
3"
ISLANDSEATING
PET RELIEF AREA
SHALLOW POOL
WORKOUT EQUIPMENT
19' - 5"
9' -
6"
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
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Exp.3-31-1844563
L
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1 02/22/18 CSDResponse
A2.4
ROOF PLAN
01-23-2018
EZ
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45
4 1
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1
1/4" = 1'-0"1
ROOF
0' 2' 4' 8' 16'
A4.01
A4.1
A4.2
A4.3
1
1
1
D
C
B
A
1 2 3 4 5 6 7 8
1
A6.0
1
A6.1
99' - 0"
SE
TB
AC
K:
1' -
0"
0' -
7"
13
' - 0
"1
2' -
4"
13
' - 6
"0
' - 7
"
SE
TB
AC
K:
1' -
0"
SETBACK:1' - 0"
0' - 7" 14' - 2" 14' - 2" 14' - 2" 14' - 2" 9' - 2" 14' - 6" 14' - 6" 3' - 7"
SETBACK:0' - 2 1/2"
INTO ROW4' - 0" PROJECTION
40
' - 0
"
FF 132.7FF 134.6
FF 134.6
FF 140.6
FF 122.6
SOLAR PANELS
ROOF BELOW
PROPERTY LINE
PR
OP
ER
TY
LIN
E
PROPERTY LINE
SHADE CANOPY
HVAC EQUIP, TYP
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
HS
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NA
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EOP R F
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C I
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Exp.3-31-1844563
L
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1 02/22/18 CSDResponse
A2.5
PENTHOUSEROOF PLAN
01-23-2018
EZ
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45
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1
1/4" = 1'-0"1
PENTHOUSE
0' 2' 4' 8' 16'
Q QQ
Q
RE
F
RE
F
RE
F
RE
F
F
REF
F
F
Q QQ
REF
REF
REF
REF
RE
F
RE
F
RE
F
REF
F
F
Q
UP
UTILITY
2
COMMERCIAL B
ELEV LOBBY
18
1
1 335
107' - 1"
9
7' -
11
"
LIMIT OF COVERED BREEZEWAY
EXTERIOR EXIT DOOR PER CBC SEC 1028.1 EXCEPTION 1
LIMIT OF COVERED BREEZEWAY
2 HR EXIT STAIRENCLOSURE 1
2 HR EXIT STAIRENCLOSURE 2
UNIT F UNIT E UNIT E
UNIT G(AFFORDABLE
UNIT)
4
222
2
57' - 6"
105' - 0"
UNIT H
UNIT G(AFFORDABLE
UNIT)
UNIT F UNIT E UNIT E
UNIT C
UNIT D
UNIT B
UNIT A
2
3
3
222
22
57' - 6"
107' - 1"
8
7
57' - 6"
107' - 1"
2 HR EXIT STAIRENCLOSURE 1
2 HR EXIT STAIRENCLOSURE 2
OCCUPANT LOAD CALCULATIONS
RESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALRESIDENTIALHABITABLE ROOF
OCC
FACTOR
OCC
LOADAREA
2838364336433643364336433059
20020020020020020015
141818181818200
BACKFLOW/TRASHCOMMERCIAL ACOMMERCIAL BLOBBYUTILITY
1405251088260779
3006060200300
191812
SPACE
LEVEL 2LEVEL 3LEVEL 4LEVEL 5LEVEL 6LEVEL 7ROOF
LEVEL 1
LEVEL
TOTAL 335
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
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C I
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A
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Exp.3-31-1844563
L
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1 02/22/18 CSDResponse
A2.6
EXITINGDIAGRAMS
01-23-2018
EZ
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45
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A 9
210
1
1/8" = 1'-0"1
BASEMENT
1/8" = 1'-0"2
FIRST LEVEL
1/8" = 1'-0"3
SECOND LEVEL
1/8" = 1'-0"4
THIRD-SEVENTH LEVEL
1/8" = 1'-0"5
ROOF
0' 4' 8' 16' 32'
0' 4' 8' 16' 32'
0' 4' 8' 16' 32'
0' 4' 8' 16' 32'
0' 4' 8' 16' 32'
SLIP RESISTANT TILE FLOORING. SLOPE TO DRAIN 1/4" PER 1'-0"
LINEAR FLOOR DRAIN
FINISH CONC
SHOWER WIDTH
48"
GLASS SHOWER DOOR W/ ACCESSIBLE HARDWARE
ALL WALLS, FLOOR & CEILING TO BE WATERPROOFED & TILED
33
" -
36
"
PROVIDE GRAB BAR AS REQ'D PER 11A-9H
MIN
1' -
6"
CL
R3
' - 0
"
36X48 CLR SPACE PER FIG 11A-9M
FOLDING SHOWER SEAT PER 11A-9H
2' -
0"
PE
R 1
134
A.6
#1
.1
3' -
6"
SH
OW
ER
PER 1134A.6 #1.1
4' - 0" SHOWER
SHOWER CONTROL & DIVERTER PER 1134A.6 #6 & 11A-9H
30X48 CLR SPACE PER 1134A.6 #3
1' - 6" 2' - 6"
TOILET
BUILT-INSTORAGE
NOTE: SEE UNIT PLAN FOR SPECFIC LAVATORY INSTALLATION
6
A3.0
GLA
SS
SH
OW
ER
D
OO
R W
/ A
CC
ES
SIB
LE
H
AR
DW
AR
E
LINEAR SHOWER DRAIN
HANDHELD SHOWER HEAD PER 11A-9H
STANDARD FIXED SHOWER HEAD PER 11A-9H
PROVIDE GRAB BARS AS REQ'D PER 11A-9H, 1127A.4 & 1127A2.2 #4
GRAB BAR REINFORCEMENT PER 1134A.6 #4
MIN9"
8" MIN 6" MAX
34"
MA
X
27"
MIN
29"
MIN
FAUCET OPERATION PER CBC 1134A.8 #7/1133A.6
REMOVABLE BASE CABINET PER 1134A.8 #3 & 4/1133A.3, WHERE OCCURS
SHOWER CONTROL PER 1134A.6 #6
HAND HELD SHOWER HEAD
TOILET
LINEAR SHOWER DRAIN
WALL HUNG LAVATORY PER 1134A.8
NOTES1. SHOWER ENCLOSURE WALLS, FLOOR & CEILING TO BE WATERPROOFED & TILED2. SEE UNIT PLAN FOR SPECIFIC LAVATORY INSTALLATION
FOLDING SEAT PER 11A-9H
1' - 6" CLR
PER 1134A.6 #1.2
2' - 6" SHOWER
30X48 CLR SPACE PER 1134A.6 #3
5' -
0"
SH
OW
ER
PE
R 1
13
4A
.6 #
1.2
SINK TOILET
MA
X
1' -
0"
36X48 CLR SPACE PER FIG 11A-9M
30X
48 C
LR
SP
AC
E
PE
R 1
134A
.8
1' - 6" CLR1' - 6"
SHOWER CONTROL PER 1134A.6 #6 & 11A-9H
LINEAR SHOWER DRAIN
HAND HELD SHOWER HEAD
GRAB BAR REINFORCEMENT PER 1134A.6 #4
ACCESSIBLE HARDWARE
3' - 0" DOOR W/
MIN
1' - 6" CLR
PER FIG 11A-9L
36" MIN
PROVIDE GRAB BARS AS REQ'D PER 11A-9H, 1127A.4 & 1127A2.2 #4
7
A3.0
FOLDING SHOWER SEAT PER 11A-9H
SHOWER CONTROL & DIVERTER PER 1134A.6 #6 &11A-9H
STANDARD FIXED SHOWER HEAD
TOILET
LINEAR SHOWER DRAIN
NOTES1. ALL WALLS, FLOOR & CEILING TO BE WATERPROOFED & TILED2. SEE UNIT PLAN FOR SPECIFIC LAVATORY INSTALLATION
GLASS SHOWER DOOR W/ ACCESSIBLE HARDWARE
PROVIDE SEAT AS REQ'D PER 11A-9H
PROVIDE GRAB BARS AS REQ'D PER
11A-9H, 1127A.4 & 1127A2.2 #4
HAND HELD SHOWER HEAD PER 11A-9H
SLIP RESISTANT TILE FLOORING. SLOPE TO DRAIN 1/4" PER 1'-0"
LINEAR FLOOR DRAIN
FINISH CONC
SHOWER WIDTH
30"
SHOWER WALLS & CEILING TO BE WATERPROOFED & TILED
PROVIDE FOLDING SEAT AS REQ'D BY 11A-9H
17
" -
19
"
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
HS
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Exp.3-31-1844563
L
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A3.0
ENLARGEDPLANS - RR TYPE
1 & 2
01-23-2018
EZ
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1
1/2" = 1'-0"6
SECTION @ SHOWER TYPE 1
1" = 1'-0"1
TYP BATHROOM - TYPE 1
1/2" = 1'-0"5
CLR SPACE @ LAVATORY
4ENLARGED RR AXON - TYPE 2
1" = 1'-0"3
TYP BATHROOM - TYPE 2
2ENLARGED RR AXON - TYPE 1
1/2" = 1'-0"7
SECTION @ SHOWER TYPE 2
NOTES
1.2.
ALL UNIT TYPES TO HAVE EITHER BATHROOM TYPE 1 OR 2 AS DENOTED ON UNIT PLANS.NO ELECTRICAL OUTLETS WILL BE PROVIDED IN ANY BATHROOMS.
REF
F
F
REF
A3.01
30X48 CLR SPACE PER 1134A.8 #2
30X48 CLR
LAVATORY W/ REMOVABLE BASE CABINET PER 1134A.8 #3 & 4
COOKTOP
30X48 CLR
1134A.8 #1
1' - 6" PER
SINK
5
A3.0
BUILT-IN STORAGE
BUILT-IN STORAGE
15"
BR
EA
DB
OA
RD
P
ER
1133A
.4
15"
BR
EA
DB
OA
RD
P
ER
1133A
.4
COOKTOP
REFRIGERATOR
HAND HELD SHOWER HEAD
TOILET
LINEAR SHOWER DRAIN
SHOWER CONTROL
LAVATORY W/ REMOVABLE BASE CABINET
30X48 CLR
30X48 CLR SPACE PER 1134A.8 #2
30X48 CLR
LAVATORY W/ REMOVABLE BASE CABINET PER 1134A.8 #3 & 4
COOKTOP
5
A3.0
SINK
OU
TD
OO
R P
AT
IO
BUILT-IN STORAGE
15"
BR
EA
DB
OA
RD
P
ER
1133A
.4
15"
BR
EA
DB
OA
RD
P
ER
1133A
.4
1134A.8 #1
1' - 6" PER
A3.01
COOKTOP
REFRIGERATOR
HAND HELD SHOWER HEAD
TOILET
LINEAR SHOWER DRAIN
SHOWER CONTROL
LAVATORY W/ REMOVABLE BASE CABINET
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
HS
L
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EG
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C I
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Exp.3-31-1844563
L
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A3.1
ENLARGEDPLANS - TYP UNIT
A & B
01-23-2018
EZ
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210
1
1/2" = 1'-0"1
TYP PLAN - UNIT A
2AXON - UNIT A
1/2" = 1'-0"3
TYP PLAN - UNIT B
4AXON - UNIT B
REF
Q
F
REF
30X48 CLR
5' - 0" CLR
30X48 CLR SPACE PER 1134A.8 #2
30X48 CLR
LAVATORY W/ REMOVABLE BASE CABINET PER 1134A.8 #3 & 4
1134A.8 #1
1' - 6" PER SINK
COOKTOP
BUILT-IN STORAGE
MIN
1' -
6"
CL
R3
' - 0
"
5
A3.0
A3.01
OU
TD
OO
R P
AT
IO
15"
BR
EA
DB
OA
RD
P
ER
1133A
.4
15"
BR
EA
DB
OA
RD
P
ER
1133A
.4
COOKTOP
REFRIGERATOR
HAND HELD SHOWER HEAD
TOILET
LINEAR SHOWER DRAIN
SHOWER CONTROL
LAVATORY W/ REMOVABLE BASE CABINET
30X48 CLR
30X48 CLR SPACE PER 1134A.8 #230X48 CLR
LAVATORY W/ REMOVABLE BASE CABINET PER 1134A.8 #3 & 4
COOKTOPSINK
5
A3.0
1134A.8 #1
1' - 6" PER
A3.01
BUILT-IN STORAGE
BUILT-IN STORAGE
3' - 0"
MIN
1' - 6" CLR
OU
TD
OO
R P
AT
IO
15"
BR
EA
DB
OA
RD
P
ER
1133A
.4
15"
BR
EA
DB
OA
RD
P
ER
1133A
.4
COOKTOP
REFRIGERATOR
HAND HELD SHOWER HEAD
TOILET
LINEAR SHOWER DRAIN
SHOWER CONTROL
LAVATORY W/ REMOVABLE BASE CABINET
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
HS
L
E
ON A
R
OI
R
L ANI
E
NA
SA
EOP R F
AN
SS
EG
ST
I
ER
S
D
T E O
F
C I
C
V
I
T
SR
A
E
K
Exp.3-31-1844563
L
I
AF
A3.2
ENLARGEDPLANS - TYPUNITS C & D
01-23-2018
EZ
AB
EL
LE
45
4 1
3T
H S
TR
EE
TS
AN
DIE
GO
, C
A 9
210
1
1/2" = 1'-0"3
TYP PLAN - UNIT D
4AXON - UNIT D
1/2" = 1'-0"1
TYP PLAN - UNIT C
2AXON - UNIT C
Q
REF
Q
REF
3' -
0"
MIN
1' -
6"
CL
R
MIN
1' -
6"
CL
R
5' - 0" CLR
BUILT-IN STORAGE
30X48 CLR
30X48 CLR
BUILT-IN STORAGE
A3.03
1' - 6" CLR
SINK
30X48 CLR
COOKTOP
KITCHEN SINK W/ REMOVABLE BASE CABINET
15"
BR
EA
DB
OA
RD
P
ER
1133A
.4
15"
BR
EA
DB
OA
RD
P
ER
1133A
.4
WALL HUNG LAVATORY
COOKTOP
REFRIGERATOR
HAND HELD SHOWER HEAD
TOILET
LINEAR SHOWER DRAIN
SHOWER CONTROL
KITCHEN SINK W/ REMOVABLE BASE CABINET
A3.03
BUILT-IN STORAGE
30X48 CLR
30X48 CLR
30X48 CLR
1' - 6"SINK
KITCHEN SINK
COOKTOP
3' -
0"
MIN
1' -
6"
CL
R
5' - 0" CLR MIN
15"
BR
EA
DB
OA
RD
P
ER
1133A
.4
15"
BR
EA
DB
OA
RD
P
ER
1133A
.4
WALL HUNG LAVATORY
COOKTOP
REFRIGERATOR
HAND HELD SHOWER HEAD
TOILET
LINEAR SHOWER DRAIN
SHOWER CONTROL
KITCHEN SINK W/ REMOVABLE BASE CABINET
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
HS
L
E
ON A
R
OI
R
L ANI
E
NA
SA
EOP R F
AN
SS
EG
ST
I
ER
S
D
T E O
F
C I
C
V
I
T
SR
A
E
K
Exp.3-31-1844563
L
I
AF
A3.3
ENLARGEDPLANS - TYP UNIT
E & F
01-23-2018
EZ
AB
EL
LE
45
4 1
3T
H S
TR
EE
TS
AN
DIE
GO
, C
A 9
210
1
1/2" = 1'-0"1
TYP PLAN UNIT E
2AXON - UNIT E
1/2" = 1'-0"3
TYP PLAN UNIT F
4AXON - UNIT F
F
RE
F
30X
48 C
LR
30X48 CLR SPACE PER 1134A.8 #2
30X
48 C
LR
A3.01
BUILT-INSTORAGE
3' -
0"
MIN
1' -
6"
CL
R
5
A3.0 SIN
K
COOKTOP
LAVATORY W/ REMOVABLE BASE CABINET PER 1134A.8 #3 & 4
15" BREADBOARD PER 1133A.4
15" BREADBOARD PER 1133A.4
11
34
A.8
#1
1' -
6"
PE
R
LAVATORY W/ REMOVABLE BASE CABINET PER 1134A.8 #3 & 4
COOKTOP
REFRIGERATOR
HAND HELD SHOWER HEAD
TOILET
LINEAR SHOWER DRAIN
SHOWER CONTROL
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
HS
L
E
ON A
R
OI
R
L ANI
E
NA
SA
EOP R F
AN
SS
EG
ST
I
ER
S
D
T E O
F
C I
C
V
I
T
SR
A
E
K
Exp.3-31-1844563
L
I
AF
A3.4
ENLARGEDPLANS - TYP UNIT
G
01-23-2018
EZ
AB
EL
LE
45
4 1
3T
H S
TR
EE
TS
AN
DIE
GO
, C
A 9
210
1
1/2" = 1'-0"1
TYP PLAN UNIT G2
AXON - UNIT G
Q
RE
F
30X
48 C
LR
30X48 CLR SPACE PER 1134A.8 #2
30X
48 C
LR
A3.01
5
A3.0
3' -
0"
MIN
1' -
6"
CL
R
5' - 0" CLR MIN
COOKTOP
LAVATORY W/ REMOVABLE BASE CABINET PER 1134A.8 #3 & 4
OU
TD
OO
R P
AT
IO13
34
A.8
#1
1' -
6"
PE
RS
INK
15" BREADBOARD PER 1133A.4
15" BREADBOARD PER 1133A.4
LAVATORY W/ REMOVABLE BASE CABINET PER 1134A.8 #3 & 4
COOKTOP
REFRIGERATOR
HAND HELD SHOWER HEAD
TOILET
LINEAR SHOWER DRAIN
SHOWER CONTROL
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
HS
L
E
ON A
R
OI
R
L ANI
E
NA
SA
EOP R F
AN
SS
EG
ST
I
ER
S
D
T E O
F
C I
C
V
I
T
SR
A
E
K
Exp.3-31-1844563
L
I
AF
A3.5
ENLARGEDPLANS - UNIT H
01-23-2018
EZ
AB
EL
LE
45
4 1
3T
H S
TR
EE
TS
AN
DIE
GO
, C
A 9
210
1
1/2" = 1'-0"1
TYP PLAN - UNIT H3
AXON - UNIT H
GRADE49.1
LEVEL 264.1
D C B A
LEVEL 373.8
LEVEL 483.6
LEVEL 593.3
LEVEL 6103.1
LEVEL 7112.8
ROOF122.6
PENTHOUSE133.6
D
E
F
GH
I
G
N
40' - 0"SETBACK:
1' - 0"
0' - 7" 13' - 0" 12' - 4" 13' - 6" 0' - 7"
SETBACK:1' - 0"
7' -
0"
7' -
6"
3' -
6"
0' -
0"
9' -
9"
9' -
9"
9' -
9"
9' -
9"
9' -
9"
9' -
9"
14
' - 1
"
BU
ILD
ING
HE
IGH
T: 7
3' -
6"
ADJ BUILDING(PARK BLVD EAST)
ADJ BUILDING(HISTORIC COMMERCIAL BUILDING)
PLPL
ELEVATOR140.6
M
1' - 0"
C
P
LEVEL 150.0
GR
AD
E T
O T
OP
OF
PA
RA
PE
T:
77
' - 0
"
67
' - 8
"
36
' - 0
"
9' -
4"
A CAST IN PLACE CONC
B STOREFRONT - BLACK ALUM
C GUARDRAIL - BLACK ALUM
D SMOOTH ACRYLIC STUCCO - WHITE
E PLANTER - CAST IN PLACE CONC
F SLIDING DOOR - BLACK ALUM
G SMOOTH ACRYLIC STUCCO - BLACK
H STL PIPE COLUMN - BLACK ALUM
FASCIA - BLACK ALUMI
MATERIAL LEGEND
WINDOW SYSTEM - BLACK ALUMJ
K MTL ENTRY DOOR - BLACK
L PTD DENSGLASS - WHITE
BACKFLOW PREVENTER & SCREEN. SEE A1.0 FOR DETAILS.
M
HISTORIC HOME: PAINTED WD SIDING, CORNICE, WINDOW & DOOR TRIM
N
NOT USEDO
BLACK ALUM ADDRESS SIGNAGE PER SDMC 95.0209
P
FIRE RATED GLAZING Q
INSET COLOR PANELR
SCORE JOINTS
EXPOSED CONC COLUMNT
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
HS
L
E
ON A
R
OI
R
L ANI
E
NA
SA
EOP R F
AN
SS
EG
ST
I
ER
S
D
T E O
F
C I
C
V
I
T
SR
A
E
K
Exp.3-31-1844563
L
I
AF
1 02/22/18 CSDResponse
A4.0
ELEVATION -EAST
01-23-2018
EZ
AB
EL
LE
45
4 1
3T
H S
TR
EE
TS
AN
DIE
GO
, C
A 9
210
1
3/16" = 1'-0"1
EAST ELEVATION
A CAST IN PLACE CONC
B STOREFRONT - BLACK ALUM
C GUARDRAIL - BLACK ALUM
D SMOOTH ACRYLIC STUCCO - WHITE
E PLANTER - CAST IN PLACE CONC
F SLIDING DOOR - BLACK ALUM
G SMOOTH ACRYLIC STUCCO - BLACK
H STL PIPE COLUMN - BLACK ALUM
FASCIA - BLACK ALUMI
MATERIAL LEGEND
WINDOW SYSTEM - BLACK ALUMJ
K MTL ENTRY DOOR - BLACK
L PTD DENSGLASS - WHITE
BACKFLOW PREVENTER & SCREEN. SEE A1.0 FOR DETAILS.
M
HISTORIC HOME: PAINTED WD SIDING, CORNICE, WINDOW & DOOR TRIM
N
NOT USEDO
BLACK ALUM ADDRESS SIGNAGE PER SDMC 95.0209
P
FIRE RATED GLAZING Q
INSET COLOR PANELR
SCORE JOINTS
EXPOSED CONC COLUMNT
GRADE49.1
LEVEL 264.1
1 2 3 4 5 6 7 8
LEVEL 373.8
LEVEL 483.6
LEVEL 593.3
LEVEL 6103.1
LEVEL 7112.8
ROOF122.6
PENTHOUSE133.6
A
C
G
I
H
G
L
D
7' -
0"
7' -
6"
3' -
6"
0' -
0"
9' -
9"
9' -
9"
9' -
9"
9' -
9"
9' -
9"
9' -
9"
14
' - 1
"
BU
ILD
ING
HE
IGH
T: 7
3' -
6"
1' - 7" 14' - 2" 14' - 2" 14' - 2" 14' - 2" 9' - 2" 14' - 6" 14' - 6" 3' - 7"
SETBACK:0' - 2 1/2"
ARCH. PROJECT4' - 0"
PLPL
ELEVATOR140.6
ADJ BUILDING
20' - 11"
2' - 11"
D N
LINE OF ADJACENT BUILDING
LINE OF ADJACENT BUILDING
LEVEL 150.0
GR
AD
E T
O T
OP
OF
PA
RA
PE
T:
77
' - 0
"
64' - 9"14' - 3"5' - 10"
LINE OF ADJACENT BUILDING STEPBACK. SEE SITE PLAN FOR DETAILS
RTYP
T TYP
9' -
4"
67
' - 8
"
DTYP
EXIT STAIR PENTHOUSE
ELEVATOR PENTHOUSE
EXIT STAIR PENTHOUSE
INFILL BETWEEN EXPOSED CONC COLUMNS
INF
ILL
BE
TW
EE
N E
XP
OS
ED
CO
NC
CO
LU
MN
S
L
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
HS
L
E
ON A
R
OI
R
L ANI
E
NA
SA
EOP R F
AN
SS
EG
ST
I
ER
S
D
T E O
F
C I
C
V
I
T
SR
A
E
K
Exp.3-31-1844563
L
I
AF
1 02/22/18 CSDResponse
A4.1
ELEVATION -SOUTH
01-23-2018
EZ
AB
EL
LE
45
4 1
3T
H S
TR
EE
TS
AN
DIE
GO
, C
A 9
210
1
3/16" = 1'-0"1
SOUTH ELEVATION
GRADE49.1
LEVEL 264.1
DCBA
LEVEL 373.8
LEVEL 483.6
LEVEL 593.3
LEVEL 6103.1
LEVEL 7112.8
ROOF122.6
PENTHOUSE133.6
I
H
G
D
A
BU
ILD
ING
HE
IGH
T: 7
3' -
6"
7' -
0"
11
' - 0
"9
' - 9
"9
' - 9
"9
' - 9
"9
' - 9
"9
' - 9
"9
' - 9
"1
4' -
1"
PLPL
SETBACK:1' - 0"
0' - 7" 13' - 6" 12' - 4" 13' - 0" 0' - 7"
SETBACK:1' - 0"39' - 5"
ELEVATOR140.6
LINE OF ADJACENT BUILDING
LEVEL 150.0
GR
AD
E T
O T
OP
OF
PA
RA
PE
T:
77
' - 0
"
ADJ BUILDING(PARK BLVD EAST)
ADJ BUILDING(HISTORIC COMMERCIAL BUILDING)
36
' - 0
"
9' -
4"
67
' - 8
"
R TYP
PENTHOUSE
ELEVATOR
PENTHOUSE
EXIT STAIR
A CAST IN PLACE CONC
B STOREFRONT - BLACK ALUM
C GUARDRAIL - BLACK ALUM
D SMOOTH ACRYLIC STUCCO - WHITE
E PLANTER - CAST IN PLACE CONC
F SLIDING DOOR - BLACK ALUM
G SMOOTH ACRYLIC STUCCO - BLACK
H STL PIPE COLUMN - BLACK ALUM
FASCIA - BLACK ALUMI
MATERIAL LEGEND
WINDOW SYSTEM - BLACK ALUMJ
K MTL ENTRY DOOR - BLACK
L PTD DENSGLASS - WHITE
BACKFLOW PREVENTER & SCREEN. SEE A1.0 FOR DETAILS.
M
HISTORIC HOME: PAINTED WD SIDING, CORNICE, WINDOW & DOOR TRIM
N
NOT USEDO
BLACK ALUM ADDRESS SIGNAGE PER SDMC 95.0209
P
FIRE RATED GLAZING Q
INSET COLOR PANELR
SCORE JOINTS
EXPOSED CONC COLUMNT
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
HS
L
E
ON A
R
OI
R
L ANI
E
NA
SA
EOP R F
AN
SS
EG
ST
I
ER
S
D
T E O
F
C I
C
V
I
T
SR
A
E
K
Exp.3-31-1844563
L
I
AF
1 02/22/18 CSDResponse
A4.2
ELEVATION -WEST
01-23-2018
EZ
AB
EL
LE
45
4 1
3T
H S
TR
EE
TS
AN
DIE
GO
, C
A 9
210
1
3/16" = 1'-0"1
WEST ELEVATION
GRADE49.1
LEVEL 264.1
12345678
LEVEL 373.8
LEVEL 483.6
LEVEL 593.3
LEVEL 6103.1
LEVEL 7112.8
ROOF122.6
PENTHOUSE133.6
G
G
D
J
A
IH G
A
C
A
14
' - 1
"9
' - 9
"9
' - 9
"9
' - 9
"9
' - 9
"9
' - 9
"9
' - 0
"0
' - 9
"1
8' -
0"
BU
ILD
ING
HE
IGH
T: 7
3' -
6"
1' - 7"14' - 2"14' - 2"14' - 2"14' - 2"9' - 2"14' - 6"14' - 6"3' - 7"
SETBACK:0' - 2 1/2"
ARCH. PROJECTION4' - 0"
PL PL
ELEVATOR140.6
ADJ BUILDING
LINE OF ADJACENT BUILDING
LEVEL 150.0
GR
AD
E T
O T
OP
OF
PA
RA
PE
T:
77
' - 0
"
QTYP
RTYP
67
' - 8
"9
' - 4
"
ELEVATOR PENTHOUSE
EXIT STAIR PENTHOUSE
A CAST IN PLACE CONC
B STOREFRONT - BLACK ALUM
C GUARDRAIL - BLACK ALUM
D SMOOTH ACRYLIC STUCCO - WHITE
E PLANTER - CAST IN PLACE CONC
F SLIDING DOOR - BLACK ALUM
G SMOOTH ACRYLIC STUCCO - BLACK
H STL PIPE COLUMN - BLACK ALUM
FASCIA - BLACK ALUMI
MATERIAL LEGEND
WINDOW SYSTEM - BLACK ALUMJ
K MTL ENTRY DOOR - BLACK
L PTD DENSGLASS - WHITE
BACKFLOW PREVENTER & SCREEN. SEE A1.0 FOR DETAILS.
M
HISTORIC HOME: PAINTED WD SIDING, CORNICE, WINDOW & DOOR TRIM
N
NOT USEDO
BLACK ALUM ADDRESS SIGNAGE PER SDMC 95.0209
P
FIRE RATED GLAZING Q
INSET COLOR PANELR
SCORE JOINTS
EXPOSED CONC COLUMNT
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
HS
L
E
ON A
R
OI
R
L ANI
E
NA
SA
EOP R F
AN
SS
EG
ST
I
ER
S
D
T E O
F
C I
C
V
I
T
SR
A
E
K
Exp.3-31-1844563
L
I
AF
1 02/22/18 CSDResponse
A4.3
ELEVATION -NORTH
01-23-2018
EZ
AB
EL
LE
45
4 1
3T
H S
TR
EE
TS
AN
DIE
GO
, C
A 9
210
1
3/16" = 1'-0"1
NORTH ELEVATION
A4.4
1
EGRESS COURT
ADJACENT ROW
ADJ BUILDING(PARK BLVD EAST)
GRADE49.1
LEVEL 264.1
N
PL
PL
15
' - 0
"
41' - 0"
SETBACK:1' - 0"
M
LEVEL 150.0
ADJ BUILDING(PARK BLVD EAST)
ADJ BUILDING(HISTORIC COMMERCIAL BUILDING)
A CAST IN PLACE CONC
B STOREFRONT - BLACK ALUM
C GUARDRAIL - BLACK ALUM
D SMOOTH ACRYLIC STUCCO - WHITE
E PLANTER - CAST IN PLACE CONC
F SLIDING DOOR - BLACK ALUM
G SMOOTH ACRYLIC STUCCO - BLACK
H STL PIPE COLUMN - BLACK ALUM
FASCIA - BLACK ALUMI
MATERIAL LEGEND
WINDOW SYSTEM - BLACK ALUMJ
K MTL ENTRY DOOR - BLACK
L PTD DENSGLASS - WHITE
BACKFLOW PREVENTER & SCREEN. SEE A1.0 FOR DETAILS.
M
HISTORIC HOME: PAINTED WD SIDING, CORNICE, WINDOW & DOOR TRIM
N
NOT USEDO
BLACK ALUM ADDRESS SIGNAGE PER SDMC 95.0209
P
FIRE RATED GLAZING Q
INSET COLOR PANELR
SCORE JOINTS
EXPOSED CONC COLUMNT
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
H NE
GI
NAB
HS
L
E
ON A
R
OI
R
L ANI
E
NA
SA
EOP R F
AN
SS
EG
ST
I
ER
S
D
T E O
F
C I
C
V
I
T
SR
A
E
K
Exp.3-31-1844563
L
I
AF
1 02/22/18 CSDResponse
A4.4
ENLARGEDELEVATION
01-23-2018
EZ
AB
EL
LE
45
4 1
3T
H S
TR
EE
TS
AN
DIE
GO
, C
A 9
210
1
3/8" = 1'-0"2
LEVEL 1
3/8" = 1'-0"1
ENLARGED STREET ELEVATION
GRADE49.1
LEVEL 264.1
5678
LEVEL 373.8
LEVEL 150.0
9' - 2"14' - 6"14' - 6"3' - 9 1/2"
PL
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
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EGRESS COURT
01-23-2018
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NORTH ELEVATION - EGRESS COURT
LANDSCAPE PLANTER
NONCOMBUSTIBLE FLOOR FINISH: BRICK OR SIM
CONC PLANTERS & MTL BENCHES
EXPOSED CONC BEAM, TYP
SHEET NO.:
DATE:
PROJECT NO.:
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PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
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ARCHITECTURE
ENGINEERING
BUILD
GREEN
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A5.0
COURTYARDAXON
01-23-2018
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ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
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A5.1
RENDERING 1
01-23-2018
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ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
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ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
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RENDERING 3
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GRADE49.1
LEVEL 264.1
1 2 3 4 5 6 7 8
LEVEL 373.8
LEVEL 483.6
LEVEL 593.3
LEVEL 6103.1
LEVEL 7112.8
ROOF122.6
BASEMENT39.4
PENTHOUSE133.6
7' -
0"
11
' - 0
"0
' - 0
"9
' - 9
"9
' - 9
"9
' - 9
"9
' - 9
"9
' - 9
"9
' - 9
"1
4' -
1"
10
' - 8
"
UNIT D
UNIT D
UNIT D
UNIT D
UNIT D
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDORUNIT E
UNIT E
UNIT E
UNIT E
UNIT E
UNIT EUNIT E
UNIT E
UNIT E
UNIT E
UNIT E
UNIT EUNIT F
UNIT F
UNIT F
UNIT F
UNIT F
UNIT F
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
2 HR EXIT STAIRENCLOSURE 1
2 HR EXIT STAIRENCLOSURE 1
2 HR EXIT STAIRENCLOSURE 1
2 HR EXIT STAIRENCLOSURE 1
2 HR EXIT STAIRENCLOSURE 1
2 HR EXIT STAIRENCLOSURE 1
2 HR EXIT STAIRENCLOSURE 2
UTILITY2 HR EXIT STAIRENCLOSURE 1
2 HR EXIT STAIRENCLOSURE 1COMMERCIAL B
PL
PL
HABITABLE ROOF
73
' - 5
3/4
"
SETBACK: 1' - 0"
0' - 7" 14' - 2" 14' - 2" 14' - 2" 14' - 2" 9' - 2" 14' - 6" 14' - 6" 3' - 7"
SETBACK:0' - 2 1/2"99' - 0"
ELEVATOR140.6
FL 47.22
TC 47.63 LEVEL 150.0
UNIT H
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
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A6.0
SECTION 1
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SECTION 1
GRADE49.1
LEVEL 264.1
DCBA
LEVEL 373.8
LEVEL 483.6
LEVEL 593.3
LEVEL 6103.1
LEVEL 7112.8
ROOF122.6
7' -
6"
3' -
6"
0' -
0"
9' -
9"
9' -
9"
9' -
9"
9' -
9"
9' -
9"
9' -
9"
14
' - 1
"1
0' -
8"
BASEMENT39.4
PENTHOUSE133.6
UNIT E
UNIT E
UNIT E
UNIT E
UNIT E
UNIT E
COMMERCIAL BEGRESS COURT
OPEN
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
CORRIDOR
HABITABLE ROOF
PLPL
73
' - 5
3/4
"
SETBACK: 1' - 0"
0' - 7" 13' - 6" 12' - 4" 13' - 0" 0' - 7"
SETBACK: 1' - 0"
40' - 0"
ELEVATOR140.6
ADJ BUILDING ADJ BUILDING
ADJ PARAPET: 115.66
ADJ ROOF: 84.0
LEVEL 150.0
SHEET NO.:
DATE:
PROJECT NO.:
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REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
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A6.1
SECTION 2
01-23-2018
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SECTION 2
GRADE49.1
LEVEL 264.1
LEVEL 150.0
MTL CHANNEL, LAG BOLT TO CONC SLAB
TOP PLATE, LAG BOLT TO CONC SLAB
CONC COLUMN BEYOND
CONC BEAM BEYOND
CONC SLAB
HISTORIC CORNICE
HISTORIC WALL PORTION:• HISTORIC WD SIDING W/ INTUMESCENT
PAINT FOR CLASS 'A' FLAME SPREAD RATING• HISTORIC 2X4 WD FRAMING• NONCUMBISTIBLE MINERAL WOOL
INSULATION• 1/2" HARDIE PANEL3 HR PORTION (UL419):• 2 LAYERS 3/4" GYP WALL BOARD APPLIED
HORIZONTALLY OR VERTICALLY• 1 5/8" MTL STUD W/ 24" OC MAX SPACING• 2 LAYERS 3/4" GYP WALL BOARD APPLIED
HORIZNTALLY OR VERTICALLY
CONC SLAB
NONCOMBUSTIBLE FLOOR FINISH: BRICK OR SIM
INTERIOR
COMMERCIAL AEGRESS COURT
2-PLY CLASS A TORCH DOWN ROOF
BUILT UP CURB
MTL FLASHING
MTL FLASHING, PAINT TO MATCH CORNICE
MTL CHANNEL
GRADE49.1
LEVEL 264.1
LEVEL 150.0
CONC COLUMN BEYOND
HISTORIC WALL: HISTORIC WD SIDING W/ INTUMESCENT PAINT FOR CLASS 'A' FLAME SPREAD RATING, 2X4 WD FRAMING, NONCUMBISTIBLE MINERAL WOOL INSULATION, LATH & PLASTER TO MATCH HISTORIC
HISTORIC CORNICE, LEDGER TO CONC SLAB
HISTORIC WALL: HISTORIC WD SIDING W/ INTUMESCENT PAINT FOR CLASS 'A' FLAME SPREAD RATING, 2X4 WD FRAMING, NONCUMBISTIBLE MINERAL WOOL INSULATION, LATH & PLASTER TO MATCH HISTORIC
CONC SLAB
CONC SLAB
PL
INTERIOR
COMMERCIAL A
EXTERIOR
(13TH STREET)
2-PLY CLASS A TORCH DOWN ROOF
BUILT UP CURB
2-PLY CLASS A TORCH DOWN ROOF, SLOPE TO DRAIN
HISTORIC HEADER
WALL BEYOND
MTL FLASHING
MTL FLASHING, PAINT TO MATCH CORNICE
MTL FLASHING, PAINT TO MATCH CORNICE
SIDEWALK
GRADE49.1
LEVEL 264.1
LEVEL 150.0
2-PLY CLASS A TORCH DOWN ROOF
BUILT UP CURB
MTL FLASHING, PAINT TO MATCH CORNICE
HISTORIC CORNICE, LEDGER TO CONC SLAB
CONC SLAB
HISTORIC WALL PORTION:• HISTORIC WD SIDING W/ INTUMESCENT
PAINT FOR CLASS 'A' FLAME SPREAD RATING• HISTORIC 2X4 WD FRAMING• NONCUMBISTIBLE MINERAL WOOL
INSULATION• 1/2" HARDIE PANEL3 HR PORTION (UL419):• 2 LAYERS 3/4" GYP WALL BOARD APPLIED
HORIZONTALLY OR VERTICALLY• 1 5/8" MTL STUD W/ 24" OC MAX SPACING• 2 LAYERS 3/4" GYP WALL BOARD APPLIED
HORIZNTALLY OR VERTICALLY
CONC SLAB
MTL CHANNEL
INTERIOR
COMMERCIAL AEXTERIOR
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
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WALL SECTIONS
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1
1" = 1'-0"1
HISTORIC WALL @ EGRESS COURT1" = 1'-0"
2HISTORIC WALL @ EAST ELEVATION
1" = 1'-0"3
HISTORIC WALL @ SOUTHERN PL
RESIDENTIAL-3 STORIES-
PROPOSED MULTIFAMILIY RESIDENTIAL
-7 STORIES-
MULTIFAMILIY RESIDENTIAL-6 STORIES-
MULTIFAMILIY RESIDENTIAL-4 STORIES-
MIXED USE-5 STORIES-
COMMERCIAL-2 STORIES-
COMMERCIAL-1 STORY-
VICINITY ELEVATION - 13TH STREET - LOOKING WEST
VICINITY ELEVATION - 13TH STREET - LOOKING EAST
PROPOSED MULTIFAMILIY RESIDENTIAL
-7 STORIES-
MULTIFAMILIY RESIDENTIAL-6 STORIES-
VICINITY ELEVATION - LOOKING NORTH
VICINITY ELEVATION - LOOKING SOUTH
PROPOSED MULTIFAMILIY RESIDENTIAL
-7 STORIES-
MULTIFAMILIY RESIDENTIAL-6 STORIES-
RESIDENTIAL-3 STORIES-
PROPOSED MULTIFAMILIY RESIDENTIAL
-7 STORIES-
MULTIFAMILIY RESIDENTIAL-6 STORIES-
MULTIFAMILIY RESIDENTIAL-4 STORIES-
MIXED USE-5 STORIES-
COMMERCIAL-2 STORIES-
COMMERCIAL-1 STORY-
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
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VICINITY ELEVATIONS
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REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
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MATERIAL BOARD
01-23-2018
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SMOOTH STUCCO - WHITE POURED IN PLACE CONCRETE ANODIZED ALUMINUM - BRONZE BLACK PAINTED MTL
RE
F
RE
F
RE
F
RE
F
REF
D
C
B
A
1 2 3 4 5 6 7 8
SE
TB
AC
K:
1' -
0" 0
' - 7
"1
3' -
0"
12
' - 4
"1
3' -
6"
0' -
7"
SE
TB
AC
K:
1' -
0"
SETBACK:1' - 0"
0' - 7" 14' - 2" 14' - 2" 14' - 2" 14' - 2" 9' - 2" 14' - 6" 14' - 6" 1' - 5 1/4"
SETBACK:2' - 4 1/4"
INTO ROW4' - 0" PROJECTION
96' - 10 1/4"
40
' - 0
" CHUTE OPENING ABOVE
SOFFIT ABOVE
LIMIT OF COVERED BREEZEWAY
PR
OP
ER
TY
LIN
E
ACCESSIBLE ROUTE
SLIDING STOREFRONT DOORS
PROPERTY LINE
PROPERTY DEPTH: 100' - 2 1/2"
PR
OP
ER
TY
DE
PT
H: 4
2' -
0"
1' -
0"
1' -
2"
PE
R C
BC
SE
C 1
007
.1.1
.1
37
' - 1
0"
> 1
/3 D
IAG
ON
AL (
36' -
0")
1' -
0"
1' -
0"
WATER METERS
EXTERIOR EXIT DOOR PER CBC SEC 1028.1 EXCEPTION 1
OPEN TO SKY
7' -
11"
CL
R
LIMIT OF COVERED BREEZEWAY1
2' -
0"
CL
R
TENANT MAILBOXES
PLANTER 3
EX-5
4
EX-5
2 H
R E
XIT
ST
AIR
E
NC
LO
SU
RE
2
ELEVATOR
ELEVATOR
LOBBY
COMMERCIAL B
EGRESS COURT
2 H
R E
XIT
ST
AIR
E
NC
LO
SU
RE
1
TRASH
ROOM
COMMERCIAL A
3 HR EXTERIOR DOOR
GLAZED WINDOW RATED AS WALL ASSEMBLY
B
B
D
HISTORIC WD COLUMN W/ INTUMESCENT PAINT & INTERNAL STEEL COLUMN
C
B
D
C
B
A
1 2 3 4 5 6 7 8
OPEN
SE
TB
AC
K:
1' -
0" 0
' - 7
"1
3' -
0"
12
' - 4
"1
3' -
6"
0' -
7"
SE
TB
AC
K:
1' -
0"
SETBACK:1' - 0"
0' - 7" 14' - 2" 14' - 2" 14' - 2" 14' - 2" 9' - 2" 14' - 6" 14' - 6" 3' - 9 1/2"
40
' - 0
"
PROPERTY LINE 1' -
0"
INTO ROW ABOVE4' - 0" PROJECTION
EXPOSED 12X18 CONC BEAM
3
EX-5
4
EX-5
UNIT H
CORRIDOR
UNIT EUNIT EUNIT F
UNIT F
ELEVATOR
2 H
R E
XIT
ST
AIR
E
NC
LO
SU
RE
2
2 H
R E
XIT
ST
AIR
E
NC
LO
SU
RE
1
ARCHITECTURAL PROJECTION ABOVE
96' - 10 1/4"
D
D1
GRADE49.1
LEVEL 264.1
12345678
LEVEL 373.8
LEVEL 483.6
LEVEL 150.0
PL PL
UNIT H UNIT A UNIT G
UNIT G
ELEVATOR
LOBBY
23
' - 0
" M
IN C
LR
EXPOSED CONC BEAM
42' - 4" COVERED BREEZEWAY 36' - 9" OPEN EGRESS COURT
46' - 4"
2% MIN CEILING SLOPE 2% MIN CEILING SLOPE
HISTORIC HOME WALL. SEE A0.4 WALL TYPES & A6.3 WALL SECTIONS
GRADE49.1
LEVEL 264.1
D C B A
LEVEL 373.8
LEVEL 483.6
BASEMENT39.4
LEVEL 150.0
COMMERCIAL A
UNIT H
EGRESS
COURT
EXPOSED CONC BEAM
CONC PLANTER W/ MTL BENCH BEYOND
UTILITY
BASEMENT
UNIT BUNIT CUNIT D
HISTORIC HOME WALL W/ 3-HR IMPROVEMENT. SEE A0.4 WALL TYPES & A6.3 WALL SECTIONS
CONC SLAB ON GRADE W/ NONCOMBUSTIBLE FINISH
CONC SLAB
CONC SLAB
CONC WALL
HISTORIC HOME ROOF/CEILING JOISTS
PL PL
42' - 0"
1' - 7" 13' - 0" 12' - 4" 13' - 6" 1' - 7"
23
' - 0
" M
IN C
LR
CONC COLUMN
NOTE:ALL CONCRETE SLABS & WALLS TO BE MIN 3-HR FIRE RESISTIVE RATED CONSTRUCTION
A6.31
A6.33
OPENED BREEZEWAY W/ ENHANCED FIRE SPRINKLER PROTECTION
EGRESS COURT
HISTORIC HOME & NEW RES UNIT ABOVE W/ ENHANCED FIRE SPRINKLER PROTECTION
LEGEND
NOTE: ENHANCED FIRE SPRINKLER TO HAVE INCREASED DESIGN DENSITY OF .2GPM/SF & WILL INCLUDE QUICK RESPONSE SPRINKLERS. MAX SPRINKLER SPACING TO BE 130 SF.
LEVEL 3 PROJECTION INTO ROW W/ ENHANCED FIRE SPRINKLER PROTECTION
0' -
9"
MIN
CO
VE
RA
GE
0' -
1"
MIN
PER STRUCTURAL
REBAR, TYP
SHEET NO.:
DATE:
PROJECT NO.:
SHEET TITLE:
PROJECT/CLIENT:
REVISIONS:
ITEM DATE DESCRIPTION
LICENSE:
ARCHITECTURE
ENGINEERING
BUILD
GREEN
340 15th ST. SUITE 100SAN DIEGO, CA 92101P:619.255.7257 F:619.255.7833WWW.NDDINC.NET
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01-23-2018
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FLOOR PLAN - LEVEL 1
1/8" = 1'-0"2
FLOOR PLAN - LEVEL 2
1/8" = 1'-0"3
LONGITUDINAL SECTION
1/8" = 1'-0"4
TRANSVERSE SECTION
ALTERNATE DESIGN APPROACHThe proposed alternate design will include design elements to mitigate the potential hazards ofrequiring occupants to egress through a two-level open breezeway after discharging directly intoan egress court. The proposed alternate design approach will include the following design elements:
1. Increase the design of the automatic sprinkler density within the open breezeway, Commercial A space, Unit H, including the outdoor deck, and area below the Level 3 deck projection into the public way, from 0.10 gpm/ft2 to 0.20 gpm/ft2. Provide Quick Response sprinklers within these areas and limit the maximum spacing of the sprinklers to 130 square feet.2. Provide a minimum of 3-hour fire-resistance-rated construction of the walls and ceiling surrounding the two-level open breezeway between the egress court and the public way.3. Protect the siding of the historic home adjacent to the open breezeway with an approved fire-retardant material which provides a Class A finish rating.4. The combustible concealed space of the historic home’s exterior wall adjoining the open breezeway will be filled completely with noncombustible insulation.5. Provide a positive slope of the two-level open breezeway to ensure that smoke and toxic gases will not accumulate in this area.6. Provide a 3-hour fire-resistance-rated noncombustible wall assembly between the Commercial A space and the open breezeway.
1 1/2" = 1'-0"6
TYP CONC SLAB SECTION
COVERED BREEZEWAY AREA CALCULATIONTOTAL AREABEAM AREA% BEAM ENCROACHMENT% OPEN UP TO MIN 23'-0"
423 SF40.8 SF9.6%90.4%