ATT 4 - PA14-055 Approved Plans — San Mateo City Council, November 17, 2025

OWNER:

EBL&S DEVELOPMENT
803 LAUREL AVE., APT. 1
SAN MATEO, CA 94401

ALAN TALANSKY
650.796.1700
LANDSCAPE ARCHITECT:

GLS LANDSCAPE / ARCHITECTURE
2677 MISSION STREET #200
SAN FRANCISCO, CA 94110

GARY STRANG
415.285.3614
ARCHITECT:

MVE & PARTNERS
1900 MAIN STREET, 8TH FLOOR
IRVINE, CA 92614

DARIN SCHOOLMEESTER
949.809.3388
WWW.MVE-ARCHITECTS.COM
LIGHTING:

STUDIO K1
15231 LAGUNA CANYON ROAD, SUITE
100
IRVINE, CA 92618

EILEEN THOMAS
949.751.5800
CIVIL ENGINEER:

ARUP
560 MISSION STREET, SUITE 700
SAN FRANCISCO, CA 94105

GRANT MCINNES
415.946.0594

PROJECT SITE

HAYWARD PARK

CALTRAIN STATION
HWY 101

EL CAMINO REAL

DOWNTOWN

SAN MATEO
SR 92

CALTRAIN

SOUTH DELAWARE STREET
A.P.N.s :
035-200-180 & 035-200-060
ZONING:

TOD DISTRICT (TRANSIT ORIENTED DEVELOPMENT PER SAN MATEO MUNI. CODE SEC. 27.90) PROJECT ADDRESS:

TBD (CORNER OF SOUTH DELAWARE STREET AND CONCAR DRIVE)
PROJECT SUMMARY:

THE PROJECT CONSISTS OF FOUR INDIVIDUAL BUILDINGS ON A ~12 ACRE SITE. OF THE FOUR

BUILDINGS, ONE IS A MIXED-USE BUILDING WITH RETAIL AND OFFICE SPACE ON THE FIRST FLOOR AND FOUR STORIES OF RESIDENTIAL UNITS ABOVE. THE REMAINING THREE BUILDINGS ARE COMPOSED ENTIRELY OF RESIDENTIAL UNITS. THE PROJECT PROVIDES STUDIO, 1-BEDROOM, 2-BEDROOM AND 3-BEDROOM UNITS FOR A TOTAL UNIT COUNT OF 599.

EACH BUILDING CONTAINS A CONCEALED PARKING GARAGE CORE OF TYPE 1A

CONSTRUCTION AROUND WHICH THE RESIDENTIAL PORTIONS (OF TYPE IIIA AND VA CONSTRUCTION) ARE "WRAPPED." OVER TWO ACRES OF PARK OPEN SPACE ARE INCLUDED IN THE PROJECT.

SITE AREA:

11.97 ACRES (521,396 SF)
OPEN SPACE:

2.3 ACRES (102,292 SF)
DENSITY:
599 UNITS / 11.97 ACRES = 50 DU/AC
F.A.R.:

2.3 STRUCTURAL SYSTEM:

GARAGES, TYPE IA - CAST IN PLACE CONCRETE AND CONCRETE MASONRY UNITS ON A MAT FOUNDATION.

RETAIL/ OFFICE, TYPE IA - CONCRETE COLUMNS AND PODIUM DECK SUPPORTING LEVELS ABOVE, WHERE APPLICABLE.

RESIDENCES, TYPE VA AND IIIA - WOOD STUD BEARING WALLS, POSTS AND BEAMS. FIRE- RETARDANT-TREATED WOOD USED WHERE REQUIRED FOR TYPE IIIA CONSTRUCTION.

MIXED USE:

IN ADDITION TO 599 RESIDENTIAL UNITS, THE PROJECT CONSISTS OF THE FOLLOWING USES:

OFFICE SPACE: 10,755 S.F.

RETAIL SPACE: 27,784 S.F.

AMENITIES SPACE: 7,649 S.F.

LEGAL DESCRIPTION:

Parcel One:

Parcel 1 as shown on the Parcel Map entitled "Parcel Map No. 93 being a resubdivision of the properties of Concar Ranch and Enterprises, Inc., San Mateo, California, being a portion of Parcel "B" as recorded in Parcel Map Book 16 at Page 21, Official Records of San Mateo County, being also a portion of the lands conveyed to Concar Ranch Enterprises, Inc., by Deed recorded in Volume 3249 of Official Records of San Mateo County at Page 703, which said Parcel Map was recorded June 13, 1973 in Parcel Map Book 21 at

Page 8 ends

Excepting Therefrom all that portion of the herein described property described in the Deed from Concar Enterprises, Inc., to the City of San Mateo dated May 30, 1974 and recorded August 28, 1974 in Book 6688,

Page 133 ends

Excepting Therefrom all that portion of the herein described property described in the Deed from Concar Enterprises, Inc., to the City of San Mateo dated December 1, 2001 and recorded February 6, 2003 as Document No 2003-029396, Official Records.

JPN: 035-020-200-14A
APN: 035-200-180
Parcel Two:

Beginning at a point on the centerline of South Delaware Street, as shown on that certain map entitled "Nineteenth Avenue Park Unit No. 1" which map was filed in the office of the Recorder of the County of San Mateo, State of California on April 6, 1955 in Book 42 of Maps at Pages 1, 2, 4 & 4, said point of beginning being marked on the ground by an iron pipe monument set in a hand hole at the intersection of said centerline with the centerline of the alley between Block 6 and 7, as shown on said map; thence from said point of beginning Northwesterly along the centerline of South Delaware Street, as shown on said map on the arc of a curve to the left, having a radius of 1000 feet and a central angel of 1*46'33", an arc distance of

30.99 feet; thence continuing along said centerline North 41*28' West 30.88 feet to a point thereon; thence leaving said centerline of South Delaware Street South 46*32' West 40.00 feet to the True Point of beginning, for the Parcel to be described herein; thence from said true point of beginning South 41*28' East

21.51 feet; thence tangent to the preceding course on the arc of a curve to the right having a radius of 15.00 feet and a central angel of 93*40'17", an arc distance of 24.52 feet to a line parallel with and distant 37.00 feet Northwesterly, measured at right angles for the "DP Line of the Department of Public Works' Survey for the State Freeway in the City of San Mateo, Road IV-SN-105-SM; thence tangent to the preceding curve and Southwesterly along said parallel line South 52*12'17" West 125.05 feet; thence leaving said parallel line North 41*26' West 163.25 feet; thence North 52*37' East 141.11 feet; to a point on the Northwesterly line of said South Delaware Street, thence Southeasterly along the Northwesterly line of said Street South 41*28' East 125.00 feet to the true point beginning.

JPN: 035-020-200-14A
APN: 035-200-060
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

EBL & S

DEVELOPMENT
As indicated
2013-10187
11/20/14
A0-0.0

COVER SHEET -

PROJECT DATA

SPAR SUBM
ITTAL

DIRECTORY VICINITY MAP
A4-2.1 RE-4 - EAST ELEVATION & VIEWS
A4-2.2 RE-4 - SOUTH ELEVATION & VIEWS
A4-2.3 RE-4 - WEST ELEVATION & VIEWS
A4-3.0 RE-4 - SECTIONS
A5-0.0 UNIT PLANS
A5-0.1 UNIT PLANS
A5-0.2 UNIT PLANS
A5-0.3 UNIT PLANS
A6-1.0 GENERAL CODE SUMMARIES
A6-2.1 ALLOWABLE FLOOR AREA
A6-2.2 ALLOWABLE FLOOR AREA
A6-2.3 ALLOWABLE FLOOR AREA
A6-2.4 ALLOWABLE FLOOR AREA
A6-3.1 USE AND EGRESS - LEVEL 1
A6-3.1.1 USE AND EGRESS - LEVEL 2
A6-3.2 USE AND EGRESS
A6-3.3 USE AND EGRESS
A6-3.4 USE AND EGRESS
A6-4.0 ACCESSIBILITY SITE PLAN
A6-4.1 ACCESSIBILITY
A6-4.2 ACCESSIBILITY
A6-4.3 ACCESSIBILITY
A6-4.4 ACCESSIBILITY
A0-0.0 COVER SHEET - PROJECT DATA
A0-1.0 SITE PLAN
A0-2.0 PARKING
A0-3.0 SUN/ SHADE STUDIES
A0-4.0 PRELIMINARY GREEN CHECKLISTS
A0-5.0 FACADE MATERIALS KEY
A0-5.1 FACADE MATERIALS - STYLE 1
A0-5.2 FACADE MATERIALS - STYLE 2
A0-5.3 FACADE MATERIALS - STYLE 3
A0-5.4 FACADE MATERIALS - STYLE 4
A0-5.5 FACADE MATERIALS - STYLE 5
A0-5.6 FACADE MATERIALS - STYLE 6
A0-5.7 FACADE MATERIALS - STYLE 7
A0-5.8 FACADE MATERIALS - STYLE 8
A1-1.1 MU-1 - LEVEL 1 FLOOR PLAN
A1-1.2 MU-1 - LEVEL 2 FLOOR PLAN
A1-1.3 MU-1 - LEVEL 3 FLOOR PLAN
A1-1.4 MU-1 - LEVEL 4 FLOOR PLAN
A1-1.5 MU-1 - LEVEL 5 FLOOR PLAN
A1-1.6 MU-1 - ROOF PLAN
A1-2.0 MU-1 - NORTH ELEVATION & VIEWS
A1-2.1 MU-1 - EAST ELEVATION & VIEWS
A1-2.2 MU-1 - SOUTH ELEVATION & VIEWS
A1-2.3 MU-1 - WEST ELEVATION & VIEWS
A1-3.0 MU-1 - SECTIONS
A2-1.1 RE-2 - LEVEL 1 FLOOR PLAN
A2-1.2 RE-2 - LEVEL 2 FLOOR PLAN
A2-1.3 RE-2 - LEVEL 3 FLOOR PLAN
A2-1.4 RE-2 - LEVEL 4 FLOOR PLAN
A2-1.5 RE-2 - LEVEL 5 FLOOR PLAN
A2-1.6 RE-2 - ROOF PLAN
A2-2.0 RE-2 - NORTH ELEVATION & VIEWS
A2-2.1 RE-2 - EAST ELEVATION & VIEWS
A2-2.2 RE-2 - SOUTH ELEVATION & VIEWS
A2-2.3 RE-2 - WEST ELEVATION & VIEWS
A2-3.0 RE-2 - SECTIONS
A3-1.1 RE-3 - LEVEL 1 FLOOR PLAN
A3-1.2 RE-3 - LEVEL 2 FLOOR PLAN
A3-1.3 RE-3 - LEVEL 3 FLOOR PLAN
A3-1.4 RE-3 - LEVEL 4 FLOOR PLAN
A3-1.5 RE-3 - LEVEL 5 FLOOR PLAN
A3-1.6 RE-3 - ROOF PLAN
A3-2.0 RE-3 - NORTH ELEVATION & VIEWS
A3-2.1 RE-3 - EAST ELEVATION & VIEWS
A3-2.2 RE-3 - SOUTH ELEVATION & VIEWS
A3-2.3 RE-3 - WEST ELEVATION & VIEWS
A3-3.0 RE-3 - SECTIONS
A4-1.1 RE-4 - LEVEL 1 FLOOR PLAN
A4-1.2 RE-4 - LEVEL 2 FLOOR PLAN
A4-1.3 RE-4 - LEVEL 3 FLOOR PLAN
A4-1.4 RE-4 - LEVEL 4 FLOOR PLAN
A4-1.5 RE-4 - LEVEL 5 FLOOR PLAN
A4-1.6 RE-4 - ROOF PLAN
A4-2.0 RE-4 - NORTH ELEVATION & VIEWS

PROJECT INFORMATION
CIVIL
C0.0 (R) TITLE SHEET
C0.1 NOTES
C1.0 TOPOGRAPHIC SURVEY
C2.0 (R) DEMOLITION PLAN
C3.0 (R) ROADWAY PLAN
C3.1 ROADWAY SECTIONS
C3.2 (R) CONCAR MULTI-USE PATH
C4.0 (R) GRADING AND DRAINAGE PLAN
C5.0 UTILITY PLAN
C6.0 DETAILS
V1.0 VESTING TENTATIVE MAP
V1.1 VESTING TENTATIVE MAP

LANDSCAPE
L-0.1 (R) SITE KEY PLAN
L-0.2 (R) TREE REMOVAL PLAN
L-1.1 (R) PARK CORRIDOR LAYOUT,

MATERIAL AND GRADING PLAN
L-1.2 (R) EASTERN PLAZA, MATERIAL AND

GRADING PLAN
L-1.3 (R) PARK CONNECTION AND PAVILION

LAYOUT, MATERIAL AND GRADING
PLAN
L-1.4 (R) LAWN LAYOUT, MATERIAL AND

GRADING PLAN
L-1.5 (R) WESTERN PLAZA LAYOUT,

MATERIAL AND GRADING PLAN
L-1.6 (R) STATION CORRIDOR LAYOUT,

MATERIAL AND GRADING PLAN
L-1.7 (R) GATEWAY PARK LAYOUT,

MATERIAL AND GRADING PLAN
L-1.8 (R) COMMUNITY PARK LAYOUT,

MATERIAL AND GRADING PLAN
L-1.9 (R) COMMUNITY PARK LAYOUT,

MATERIAL AND GRADING PLAN

UNIT MIX SUMMARY

NAME TYPE COUNT AREA UNIT MIX
1 BEDROOM
UNIT B 1 BEDROOM 98 73543 SF 16%
UNIT C 1 BEDROOM 51 38622 SF 9%
UNIT C.1 1 BEDROOM 25 20935 SF 4%
UNIT D 1 BEDROOM 78 53279 SF 13%
UNIT E 1 BEDROOM 30 23523 SF 5%
UNIT E.1 1 BEDROOM 10 6838 SF 2%
UNIT F.1 1 BEDROOM 2 1456 SF 0%
UNIT G.1 1 BEDROOM 8 6270 SF 1%
UNIT K 1 BEDROOM 10 6907 SF 2%
312 312 231373 SF 52%
2 BEDROOM
UNIT F 2 BEDROOM 70 72325 SF 12%
UNIT G 2 BEDROOM 37 37871 SF 6%
UNIT G.2 2 BEDROOM 13 14039 SF 2%
UNIT H 2 BEDROOM 25 27970 SF 4%
UNIT I 2 BEDROOM 5 6412 SF 1%
UNIT J 2 BEDROOM 13 13271 SF 2%
163 163 171889 SF 27%
3 BEDROOM
UNIT L 3 BEDROOM 5 5936 SF 1%
5 5 5936 SF 1%
STUDIO
UNIT A STUDIO 119 74536 SF 20%
119 119 74536 SF 20%
Grand total: 599 599 483733 SF 100%

GROSS BUILDING AREA
BUILDING AREA AREA* OCCUPANCY
MU-1
MU-1 - LEVEL 1 (GRADE) 2255 SF A-3
2255 SF
MU-1 - LEVEL 1 (GRADE) 10755 SF B
10755 SF
MU-1 - LEVEL 1 (GRADE) 27784 SF M
27784 SF
MU-1 - LEVEL 2 43718 SF R-2
MU-1 - LEVEL 3 44471 SF R-2
MU-1 - LEVEL 4 33469 SF R-2
MU-1 - LEVEL 5 33469 SF R-2
155126 SF
MU-1 - LEVEL 1 (GRADE) 24625 SF S-2
MU-1 - LEVEL 2 24478 SF S-2
MU-1 - LEVEL 3 23725 SF S-2
MU-1 - LEVEL 4 23630 SF S-2
MU-1 - LEVEL 5 23630 SF S-2
120089 SF
MU-1 316009 SF
RE-2
BLDG_2 - LEVEL 1 (GRADE) 2500 SF A-3
2500 SF
BLDG_2 - LEVEL 1 (GRADE) 44342 SF R-2
BLDG_2 - LEVEL 2 46423 SF R-2
BLDG_2 - LEVEL 3 46058 SF R-2
BLDG_2 - LEVEL 4 46051 SF R-2
BLDG_2 - LEVEL 5 44259 SF R-2
227132 SF
BLDG_2 - LEVEL 1 (GRADE) 24965 SF S-2
BLDG_2 - LEVEL 2 24965 SF S-2
BLDG_2 - LEVEL 3 24965 SF S-2
BLDG_2 - LEVEL 4 24965 SF S-2
BLDG_2 - LEVEL 5 24965 SF S-2
124827 SF
RE-2 354459 SF
RE-3
RE-3 - LEVEL 1 (GRADE) 2894 SF A-3
2894 SF
RE-3 - LEVEL 1 (GRADE) 40676 SF R-2
RE-3 - LEVEL 2 42447 SF R-2
RE-3 - LEVEL 3 44787 SF R-2
RE-3 - LEVEL 4 44798 SF R-2
RE-3 - LEVEL 5 44188 SF R-2
216897 SF
RE-3 - LEVEL 1 (GRADE) 22986 SF S-2
RE-3 - LEVEL 2 22986 SF S-2
RE-3 - LEVEL 3 22986 SF S-2
RE-3 - LEVEL 4 22986 SF S-2
RE-3 - LEVEL 5 22986 SF S-2
114929 SF
RE-3 334719 SF
RE-4
RE-4 - LEVEL 1 (GRADE) 30125 SF R-2
RE-4 - LEVEL 2 31294 SF R-2
RE-4 - LEVEL 3 31123 SF R-2
RE-4 - LEVEL 4 25235 SF R-2
RE-4 - LEVEL 5 25059 SF R-2
142836 SF
RE-4 - LEVEL 1 (GRADE) 18404 SF S-2
RE-4 - LEVEL 2 18416 SF S-2
RE-4 - LEVEL 3 18406 SF S-2
RE-4 - LEVEL 4 18570 SF S-2
RE-4 - LEVEL 5 18570 SF S-2
92365 SF
RE-4 235201 SF
Grand total 1240389 SF

LIGHTING
LT-0.0 (R) FIXTURE SELECTIONS
LT-0.0.1 (N) SAN MATEO CITY POST TOP
LT-1.0 (R) OVERALL SITE LIGHTING PLAN
LT-1.0P (R) OVERALL SITE PHOTOMETRIC

LIGHTING PLAN

UNIT COUNT BY BUILDING

NAME TYPE AREA
MU-1
UNIT A STUDIO 19713 SF
UNIT B 1 BEDROOM 43486 SF
UNIT D 1 BEDROOM 1637 SF
UNIT F 2 BEDROOM 20560 SF
UNIT H 2 BEDROOM 11143 SF
UNIT I 2 BEDROOM 5252 SF
UNIT J 2 BEDROOM 8269 SF
121 110060 SF
RE-2
UNIT A STUDIO 32034 SF
UNIT B 1 BEDROOM 6833 SF
UNIT C 1 BEDROOM 3050 SF
UNIT C.1 1 BEDROOM 12650 SF
UNIT D 1 BEDROOM 37447 SF
UNIT E 1 BEDROOM 15694 SF
UNIT F 2 BEDROOM 27106 SF
UNIT F.1 1 BEDROOM 725 SF
UNIT G 2 BEDROOM 5199 SF
UNIT H 2 BEDROOM 5527 SF
199 146265 SF
RE-3
UNIT A STUDIO 17329 SF
UNIT B 1 BEDROOM 23224 SF
UNIT C 1 BEDROOM 16702 SF
UNIT D 1 BEDROOM 3280 SF
UNIT E 1 BEDROOM 7829 SF
UNIT E.1 1 BEDROOM 6838 SF
UNIT F 2 BEDROOM 24659 SF
UNIT F.1 1 BEDROOM 731 SF
UNIT G 2 BEDROOM 9243 SF
UNIT H 2 BEDROOM 8981 SF
UNIT J 2 BEDROOM 5002 SF
UNIT K 1 BEDROOM 6907 SF
UNIT L 3 BEDROOM 5936 SF
172 136661 SF
RE-4
UNIT A STUDIO 5460 SF
UNIT C 1 BEDROOM 18869 SF
UNIT C.1 1 BEDROOM 8285 SF
UNIT D 1 BEDROOM 10916 SF
UNIT G 2 BEDROOM 23429 SF
UNIT G.1 1 BEDROOM 6270 SF
UNIT G.2 2 BEDROOM 14039 SF
UNIT H 2 BEDROOM 2319 SF
UNIT I 2 BEDROOM 1160 SF
107 90747 SF
Grand total: 599 483733 SF

DESCRIPTION DATE
(MIXED USE)
(RESIDENTIAL)
(RESIDENTIAL)
(RESIDENTIAL)

SHEET INDEX
* PER CALIFORNIA BUILDING CODE
NOTE:

SHEETS WITH AN (R) SUFFIX HAVE BEEN REVISED.

SHEETS WITH AN (N) SUFFIX HAVE BEEN ADDED
L-1.10 (R) GREENWAY POCKET PARKS LAYOUT,
MTRL. AND GRADING PLAN
L-1.11 (R) GREENWAY POCKET PARKS LAYOUT,
MTRL. AND GRADING PLAN
L-1.12 (R) DELAWARE AND CONCAR PLAZA

LAYOUT, MATERIAL AND GRADING PLAN
L-1.13 ROOFTOP TERRACE AT MU-1

LAYOUT, MATERIAL AND GRADING PLAN
L-1.14 (R) CONCAR LOBBY LAYOUT, MATERIAL AND

GRADING PLAN
L-1.15 (N) CONCAR AND EVAE LAYOUT, MATERIAL

AND GRADING PLAN
L-2.0 SECTIONS
L-2.1 (R) SECTIONS
L-3.0 (R) PLANTING PLAN
L-3.1 PLANTING LEGEND AND NOTE
L-4.0 (R) MATERIAL PRECEDENTS
L-4.1 (R) BIKE PARKING LAYOUT
L-4.2 FENCE DETAIL
L-4.3 (R) SEATING PLAN
L-4.4 (N) RECREATION DIAGRAM
L-4.5 (N) LOOP TRAIL DIAGRAM
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(N)
(N)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(N)
(N)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(N)
(N)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(N)
(N)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(R)
(N)
(N)
(N)
(N)
(N)
5'-1"
UP

SOUTH DELAWARE STREET

CONCAR DRIVE

GREEN WAY

GARVEY WAY

STATION PARK CIRCLE
BUILDING MU-1
BUILDING RE-2
BUILDING RE-3
BUILDING RE-4

LOBBY LOBBY
LOBBY
LOBBY
LOBBY
LOBBY

VEHICLE
ENTRY

VEHICLE
ENTRY
7 3
8 6
7 3 7
5 4
9 VEHICLE
ENTRY.

LOBBY

STATION PARK CIRCLE
OS-9
OS-5
OS-8
OS-6
OS-12
OS-11
OS-10
OS-7
LOBBY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
ENTRY
LOBBY
LOBBY

EMERGENCY VEHICLE ACCESS EASEMENT
ENTRY
17' - 8"
385' - 9"
189' - 11"
352' - 0"
132' - 0"
123' - 0"
64' - 9"
173' - 5"
21' - 8"
103' - 1"
249' - 10"
120' - 7"
333' - 7"
R 15' - 0"
R 45' - 2 3/16"

NEW PARCEL LINE

PER VTM

NEW PARCEL LINE

PER VTM

NEW PARCEL LINE

PER VTM

NEW PARCEL LINE

PER VTM
24' - 0"

PROPERTY LINE

PROPERTY LINE PROPERTY LINE

PROPERTY LINE

PROPERTY LINE
BETWEEN RE-2 & RE-3)
62' - 6" (DISTANCE
10'x18' TRASH BIN
STAGING FOR MU-1
10'x18' TRASH BIN
STAGING FOR RE-2
10'x18' TRASH BIN
STAGING FOR RE-3
10'x18' TRASH BIN
STAGING FOR RE-4
NOTES:

1. THE SPECIFIC PLAN AND DESIGN GUIDELINES FOR STATION PARK GREEN DO NOT REQUIRE TRADITIONAL SETBACKS FROM THE PROPERTY LINE. INSTEAD, THE INTERFACE BETWEEN EACH BUILDING AND STREET IS CONTROLLED BY A "BLOCK LINE" SET AT THE BACK OF THE SIDEWALK. WHERE A BUILDING DOES NOT FRONT ON A STREET (NORTH OF BUILDING RE-4 AND ALONG THE EVAE), THE SPECIFIC PLAN DOES NOT REQUIRE A SETBACK, THOUGH BUILDINGS ARE HELD A REASONABLE DISTANCE AWAY FROM THE PROPERTY LINE.

2. THE RELATIONSHIP BETWEEN THE BUILDINGS NUMBERED AND NAMED ON THIS SITE PLAN AND THE "BLOCKS" DESIGNATED IN THE SPECIFIC PLAN AND DESIGN GUIDELINES IS AS FOLLOWS:

BLOCK 1 = BUILDING MU-1
BLOCK 2 = BUILDING RE-2
BLOCK 3 = BUILDING RE-3
BLOCK 4 = BUILDING RE-4

3. PER VESTING TENTATIVE MAP INCLUDED AS SHEET V 1.0 IN THIS PLAN PACKAGE, THE PROPERTY IN QUESTION CURRENTLY CONSISTS OF TWO PARCELS, APNs 035-200-006 AND 035-200-180. THE PROJECT PROPOSES TO MERGE THE TWO PARCELS AND RE-PARCEL THE ENTIRE ~11.97 ACRES OF LAND INTO 4 PARCELS, DESIGNATED AS PARCELS 1 THROUGH 4 ON THE PROPOSED VESTING TENTATIVE MAP ON SHEET V 1.1. 206' - 11"

SETBACK/BLOCK LINE

SETBACK/BLOCK L
INE

SETBACK/ BLOCK LINE

SETBACK/BLOCK LINE

SETBACK/BLOCK LINE
10' - 0"
10' - 0"
10' - 0"
10' - 0"
*SETBACKS / BLOCK LINES:

LOCATION
MU-1 NORTH (STATION PARK CIRCLE)
MU-1 EAST (S. DELAWARE ST.)
MU-1 SOUTH (CONCAR DRIVE)
MU-1 WEST (GREEN WAY)
RE-2 NORTH (STATION PARK CIRCLE)
RE-2 EAST (GREEN WAY)
RE-2 SOUTH (CONCAR DRIVE)
RE-2 WEST (EVAE @ TRAIN STATION)
RE-3 NORTH (EVAE/ GARVEY CUL-DE-SAC)
RE-3 EAST (GARVEY WAY EXTENSION)
RE-3 SOUTH (STATION PARK CIRCLE)
RE-3 WEST (EVAE @ TRAIN STATION)
RE-4 NORTH (PROPERTY LINE @ AAA BUILDING)
RE-4 EAST (S. DELAWARE ST.)
RE-4 SOUTH (STATION PARK CIRCLE)
RE-4 WEST (GARVEY WAY EXTENSION)

1. *SEE NOTE #1 ABOVE REGARDING SETBACKS AND BLOCK LINES PER THE STATION PARK GREEN SPECIFIC PLAN.

2. TYPICALLY, THE BLOCK LINE IS LOCATED AT THE BACK OF THE SIDEWALK. WHERE A SIDEWALK IS NOT PROVIDED, OR

WHERE THE GROUND FLOOR OF THE BUILDING IS OCCUPIED BY NON-RESIDENTIAL FUNCTIONS, THE BLOCK LINE IS CONSIDERED TO BE AT THE FACE OF THE BUILDING.

REQUIRED BY SPECIFIC PLAN
0' @ GROUND FLOOR RETAIL / OFFICE
0' @ GROUND FLOOR RETAIL / OFFICE
0' @ GROUND FLOOR RETAIL / OFFICE
0' @ GROUND FLOOR RETAIL / OFFICE
VARIES FROM 1' TO 10'
VARIES FROM 1' TO 10'
VARIES FROM 1' TO 10'
VARIES FROM 1' TO 10'
VARIES FROM 1' TO 10'
VARIES FROM 1' TO 10'
VARIES FROM 1' TO 10'
VARIES FROM 1' TO 10'

UNSPECIFIED
VARIES FROM 1' TO 10'
VARIES FROM 1' TO 10'
VARIES FROM 1' TO 10'

ACTUAL VARIATION
0'
1’-4” to 5’-4”
1’-5” to 10’-0”
0'
0’ to 8’-9”
2’-10” to 10’-0”
up to 27’
up to 40’
18’-0” to 20’-0”
2’-4” to 5’-2”

INTERNAL BLOCK LINE

INTERNAL BLOCK LINE
24' - 11 1/2"
24' - 11"
24' - 9 1/2"
25' - 0"
12' - 5"
13' - 3"
11' - 2"
7' - 9"
10' - 0"
4' - 8"
72' - 2"
(DISTANCE BETW
EEN RE-3 & RE-4)
127' - 2"
(DSTANCE BETW
EEN M
U-1 & RE-2)
97' - 11"
(DISTANCE BETWEEN MU-1 & RE-4)
76' - 8"
17' - 0"
17' - 0"
29' - 0"
17' - 0"
24' - 0"
8' - 3"
9' - 10"
15' - 1"
5' - 11"
16' - 0 1/4"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

EBL & S

DEVELOPMENT
1" = 30'-0"
2013-10187
11/20/14
A0-1.0

SITE PLAN

SPAR SUBM
ITTAL
1" = 30'-0" 1SITE PLAN
0' 15' 30' 60' 120'

DESCRIPTION DATE
5'-1"

FIRE WALL

FIRE WALL
UP
FIRE W
ALL

FIRE WAL
L

FIRE WALL
FIRE W
ALL

FIRE WALL
FIRE W
ALL
FIRE W
ALL
FIRE W
ALL

FIRE WALL

FIRE WALL
FIRE W
ALL
FIRE W
ALL

FIRE WALL
FIRE W
ALL
BUILDING RE-4
BUILDING MU-1
BUILDING RE-3
BUILDING RE-2
7 3 7
4 9
7 3
8 6
5 SHORT TERM

BICYCLE
PARKING (3)

SHORT TERM

BICYCLE
PARKING (6)
SHARED
PARKING (2)

UNASSIGNED
PARKING (1)
LOADING (3)

UNASSIGNED
PARKING (22)

UNASSIGNED
PARKING (3)
LOADING (3)
LOADING (3)

UNASSIGNED
PARKING (13)
LOADING (3)

UNASSIGNED
PARKING (2)
SHARED
PARKING (3)

RESIDENTIAL

PARKING

RESIDENTIAL

PARKING

RESIDENTIAL

PARKING

NON-RESIDENTIAL
PARKING (50)

UNASSIGNED
PARKING (5)
5 NOTE: UNASSIGNED

PARKING FOR OFFICE USE
ON LEVEL 2: (20 SPACES)
18' - 0" 42' - 0" 43' - 6" 18' - 0"
102' - 7"
24' - 0"
R 24' - 0"
R 24' - 0"
R 24' - 0"
R 24' - 0"
18' - 0" 24' - 0" 18' - 0" 1' - 4"
18' - 0" 24' - 0" 18' - 0"
170' - 10" 28' - 6"
24' - 0"
R 24' - 0" R 24' - 0"
12' - 10"
18' - 0" 24' - 2" 18' - 0"
TYP.
9' - 0"
TYP.
9' - 0"
R 24' - 0" R 24' - 0"
R 24' - 0"
18' - 0" 24' - 0" 18' - 0"
TYP.
9' - 0"
24' - 0"
R 24' - 0"
27' - 2"
24' - 2" 17' - 0" 1' - 2"
18' - 0" 24' - 2" 18' - 0" LONG TERM

BICYCLE
PARKING (10
@ EA. LEVEL)

LONG TERM

BICYCLE
PARKING (10
@ EA. LEVEL)

LONG TERM

BICYCLE
PARKING (10
@ EA. LEVEL)

SHORT TERM

BICYCLE
PARKING (2)

SHORT TERM

BICYCLE
PARKING (2)

SHORT TERM

BICYCLE
PARKING (2)

SHORT TERM

BICYCLE
PARKING (2)

SHORT TERM

BICYCLE
PARKING (2)

SHORT TERM

BICYCLE
PARKING (2)

SHORT TERM

BICYCLE
PARKING (2)

SHORT TERM

BICYCLE
PARKING (8)

SHORT TERM

BICYCLE
PARKING (12)

ACCESSIBLE PARKING STALL
5' ACCESS AISLE

UNASSIGNED
PARKING (1)

ACCESSIBLE PARKING STALL
5' ACCESS AISLE
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

EBL & S

DEVELOPMENT
1" = 30'-0"
2013-10187
11/20/14
A0-2.0

PARKING

SPAR SUBM
ITTAL
1" = 30'-0" 1PARKING

PARKING REQUIRED - RESIDENTIAL

UNIT TYPE QUANTITY

PARKING
RATIO

PARKING

REQUIRED
MU-1
1 BEDROOM 56 1.3 73
2 BEDROOM 41 1.5 62
STUDIO 24 1 24
121 158
RE-2
1 BEDROOM 105 1.3 137
2 BEDROOM 37 1.5 56
STUDIO 57 1 57
199 249
RE-3
1 BEDROOM 92 1.3 120
2 BEDROOM 46 1.5 69
3 BEDROOM 5 1.8 9
STUDIO 29 1 29
172 227
RE-4
1 BEDROOM 59 1.3 77
2 BEDROOM 39 1.5 59
STUDIO 9 1 9
107 144
Grand total 599 778

PARKING REQUIRED - NON-RESIDENTIAL
NAME AREA*

PARKING
RATIO

PARKING

REQUIRED
COMMUNITY/REC.

ROOM
2207 SF 0.32/1000 0.7
OFFICE 9047 SF 0.32/1000 2.9
RETAIL 25964 SF 2.06/1000 53.5
37219 SF 57.1
0' 15' 30' 60' 120'

PARKING PROVIDED - RESIDENTIAL

LEVEL STANDARD COMPACT ACCESSIBLE VAN ACCESSIBLE TOTAL
MU-1
LEVEL 2 9 0 1 1 11
LEVEL 3 39 11 2 0 52
LEVEL 4 40 11 2 0 53
LEVEL 5 35 5 2 0 42
123 27 7 1 158
RE-2
LEVEL 1 48 0 1 1 50
LEVEL 2 48 0 2 0 50
LEVEL 3 49 0 2 0 51
LEVEL 4 49 0 2 0 51
LEVEL 5 46 0 2 0 48
240 0 9 1 250
RE-3
LEVEL 1 24 8 1 1 34
LEVEL 2 48 3 2 0 53
LEVEL 3 48 3 2 0 53
LEVEL 4 48 3 2 0 53
LEVEL 5 34 0 1 0 35
202 17 8 1 228
RE-4
LEVEL 1 26 2 0 1 29
LEVEL 2 25 3 1 0 29
LEVEL 3 25 3 1 0 29
LEVEL 4 25 3 1 0 29
LEVEL 5 25 3 1 0 29
126 14 4 1 145
Grand total 691 58 28 4 781
PARKING NOTES:

Consistent with the Rail Corridor Plan, Station Park Green will be a transit-oriented development. During the first phase of Station Park Green, the goal is to create 25% fewer new vehicle trips than would be expected using standard Institute of Transportation Engineers (ITE) projections. (Conditions of Approval & Mitigation Monitoring Program, pp. 21-22.) At full build-out, the target is a 26% to 36% trip reduction from ITE standards. (Id., p. 22.)
Parking
:

The Applicant proposes to provide off-street parking for the various uses at Station Park Green collectively at the site. This means that some parking spaces used by dwelling units, or non-residential tenants, may not necessarily be located within the same block as the user to which it is assigned.

As to residential parking, the Applicant proposes to provide one (1) assigned parking space per dwelling unit within the same block as that unit. All other residential parking spaces will be pooled. Each lease for a dwelling unit will include only one assigned parking space.

Residents may, if they wish, enter into a separate agreement to reserve additional parking spaces from the pool. The total number of residential spaces (both those assigned to specific units, and pooled) is 781, and they are provided and highlighted in YELLOW on this parking plan per the table labeled "Parking Provided - Residential." Each lease to non-residential tenants will include only as many parking spaces as must be assigned to such tenant based upon parking standards set by the Specific Plan. In total, 131 parking spaces will be provided for non-residential uses, and they are provided and highlighted in VIOLET on this parking plan per the table labeled "Parking Provided - Non-Residential (All)." Shared Parking:

These 131 non-residential spaces will be used by the non-residential tenants (including 20 office space tenants), and, as analyzed in a shared parking study by the City’s consultant, will also be made available for use by residential visitors. It is anticipated that these spaces will be used by residential visitors primarily during non-business hours.

During SPAR, the City may consider allowing required off-street parking stalls serving any uses, whether residential or non-residential, to be space-efficient, without the need for a variance. (Specific Plan, p. 119.) Space-efficient could mean stackers, valet, compact spaces, or other methods. At this time, the Applicant is not proposing any space-efficient parking, pending further review and refinement of its application.

Car Sharing
:

The Applicant plans to provide at least one car-sharing stall for every 230 required off-street motor vehicle parking stalls. “Car-sharing” means a service that provides an integrated network of neighborhood-based automobiles available only to members by reservation for periods as short as one hour. (Design Guidelines, p. 107.) Proposed locations for five (5) car-sharing stalls are provided and highlighted in BLUE on this parking plan per the table labeled "Parking Provided - Non-Residential (All)." Loading :

Loading facilities will comply with Sections 27.64.310 through 27.64.390 of the San Mateo Municipal Code. However, during SPAR, the City may consider allowing required loading facilities to be located on-street, without the need for a variance. (Specific Plan, p. 119.) Loading facilities are provided and highlighted in GREEN on this parking plan per the table labeled "Parking Provided - Non-Residential (All).".

Bicycles :

Station Park Green encourages pedestrians and bicyclists, and provides non-motorized access to all parts of the Plan Area. (Design Guidelines, p. 105.) To support bicyclists, the Applicant proposes to provide bicycle parking facilities in an amount equal to at least five percent (5%) of the required number of off-street motor vehicle parking stalls, as required by the Specific Plan. The total required number of such spaces is 42 (778 + 57 = 835 *.05), and 43 spaces are provided, labeled "Short Tem Bicycle Parking" and highlighted in RED on this parking plan per the table labeled "Bicycle Parking - Non-Residential." These spaces are designated for public use, and are distributed around the site as shown. In addition, the owner intends to provide additional secured bicycle storage for Tenant use in each of the building garages.

PARKING PROVIDED - NON-RESIDENTIAL (ALL)

LEVEL USE STANDARD COMPACT ACCESSIBLE VAN ACCESSIBLE TOTA L STREET LEVEL CAR-SHARING 5 0 0 0 5
STREET LEVEL LOADING 12 0 0 0 12
STREET LEVEL UNASSIGNED 44 0 3 0 47
LEVEL 1 1 0 0 0 1
LEVEL 1 UNASSIGNED 36 8 1 1 46
LEVEL 2 OFFICE 12 8 0 0 20
110 16 4 1 131

BICYCLE PARKING - NON-RESIDENTIAL

LEVEL USE NUMBER OF STALL
STREET LEVEL BICYCLE RACK 37
LEVEL 1 BICYCLE RACK 6
43 BICYCLE PARKING - RESIDENTIAL

BUILDING USE NUMBER OF STALL
1 BICYCLE RACK 54
54 2 BICYCLE RACK 50
50 3 BICYCLE RACK 50
50 4 BICYCLE RACK 50
50 204

DESCRIPTION DATE
* PER SAN MATEO ZONING CODE
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

EBL & S

DEVELOPMENT
1" = 160'-0"
2013-10187
11/20/14
A0-3.0

SUN/ SHADE

STUDIES

SPAR SUBM
ITTAL
SUMMER SOLSTICE 0900 SUMMER SOLSTICE 1100 SUMMER SOLSTICE 1300 SUMMER SOLSTICE 1500 SUMMER SOLSTICE 1700 FALL/ SPRING EQUINOX 0900 FALL/ SPRING EQUINOX 1100 FALL/ SPRING EQUINOX 1300 FALL/ SPRING EQUINOX 1500 FALL/ SPRING EQUINOX 1700 WINTER SOLSTICE 0900 WINTER SOLSTICE 1100 WINTER SOLSTICE 1300 WINTER SOLSTICE 1500 WINTER SOLSTICE 1700

DESCRIPTION DATE
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

EBL & S

DEVELOPMENT
2013-10187
11/20/14
A0-4.0

PRELIMINARY
GREEN

CHECKLISTS

SPAR SUBM
ITTAL

DESCRIPTION DATE

GREEN POINT RATED CALIFORNIA GREEN BUILDING CODE

UP
1 A1-2.3
2 A1-2.0

1.1 1.2 1.3 1.4 1.6 1.7

1.A

1.B

1.C

1.D

1.E

1.F

1.G

1.H

1.J

1.5 3823 SF
OFFICE
4478 SF
RETAIL
4933 SF
RETAIL
6446 SF
RETAIL
2137 SF
RETAIL
1 A1-2.2
1 A1-2.1
1 A1-3.0
2207 SF
COMMUNITY/REC.

ROOM
5225 SF
OFFICE
0" 0"
336 SF
STAIR G1-2
325 SF
TRASH G1-1
448 SF
LOBBY G1-1
147 SF
LOBBY G1-2
841 SF
STAIR G1-1
Redundant
Room
MAIL G1-1
60' - 6"
42' - 3" 102' - 7" 44' - 6"
866 SF
LOBBY 1-3 697 SF
LOBBY G1-3
333 SF
STAIR 1-1

LINE OF

BUILDING
ABOVE (TYP.)
GARAGE
ENTRY
GARAGE
ENTRY
275 SF

BICYCLE

STORAGE
198 SF

MAINTENANCE
9' - 0"
7" 9' - 0" 9' - 0" 9' - 0" 7"
7970 SF
RETAIL
5' - 3 3/8" 58' - 11" 229' - 8 3/8"
8 1/4" 9' - 11 7/8" 111' - 7 3/8" 90' - 8 3/8" 65' - 3 1/8" 3' - 9" 67' - 5 3/8" 35' - 0 3/4" 127' - 10 1/4" 24' - 0" 64' - 0 1/8" 322' - 1 1/2"
151' - 0 1/2" 25' - 3 5/256" 106' - 9 187/256" 1' - 11 3/8" 36' - 4 3/4" 10' - 3 1/2" 72' - 2 3/4" 162' - 0 1/8"

13.7%
2-HR EXIT

PASSAGEWAY
2-HR EXIT

PASSAGEWAY
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING MU-1
MU1

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A1-1.1
MU-1 - LEVEL 1

FLOOR PLAN

SPAR SUBMITTAL
1/16" = 1'-0" 1MU-1 - LEVEL 1 FLOOR PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE
UP
FIRE W
ALL

FIRE WALL
1 A1-2.3
2 A1-2.0

1.1 1.2 1.3 1.4 1.6 1.7

1.A

1.B

1.C

1.D

1.E

1.F

1.G

1.H

1.J

1.5 1031 SF
UNIT J
586 SF
UNIT A
1039 SF
UNIT J
981 SF
UNIT B
917 SF
UNIT B
918 SF
UNIT B
756 SF
UNIT A
756 SF
UNIT A
748 SF
UNIT A
590 SF
UNIT A
1126 SF
UNIT H 3746 SF
UNIT A
832 SF
UNIT B
834 SF
UNIT B
704 SF
UNIT B
1313 SF
UNIT I
743 SF
UNIT B
709 SF
UNIT B
709 SF
UNIT B
1018 SF
UNIT F
1030 SF
UNIT F 760 SF
UNIT B
1103 SF
UNIT H
1055 SF
UNIT F
1038 SF
UNIT F
1116 SF
UNIT F
818 SF
UNIT D
749 SF
UNIT B
738 SF
UNIT B
736 SF
UNIT B
735 SF
UNIT B
732 SF
UNIT B 1114 SF
UNIT H
917 SF
UNIT B
1 A1-2.2
1 A1-2.1
1 A1-3.0
336 SF
STAIR G1-2
284 SF
LOBBY G1-1
117 SF
LOBBY G1-2
380 SF
STAIR G1-1
174 SF
LOBBY G1-3
321 SF
STAIR 1-1
18' - 3" 24' - 0" 18' - 3" 18' - 3" 24' - 0" 18' - 3"
18' - 3" 24' - 0" 102' - 7" 44' - 6"
6' - 11"
9' - 10"
146 SF
LOBBY G1-3

5.0%

5.0%
6' - 0"
409 SF

BICYCLE

STORAGE
160 SF

DOG WASH

5.0%

13.7%
15' - 0" 15' - 0"
9' - 11 7/8"

LOW WALL
10' - 3 1/2"
3' - 8 3/4" 67' - 5 1/4" 35' - 0 3/4" 127' - 10 1/4" 24' - 0" 64' - 5 7/8" 322' - 6 7/8"
10' - 3 1/2"
161' - 6 5/8" 120' - 11 3/4"
282' - 6 3/8"
122' - 5 3/4" 104' - 11 7/8" 19' - 0 1/8" 37' - 3"
283' - 9"
78' - 2 1/2" 21' - 11" 196' - 7" 27' - 0 1/2"
323' - 9"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING MU-1
MU1

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A1-1.2
MU-1 - LEVEL 2

FLOOR PLAN

SPAR SUBM
ITTAL
1/16" = 1'-0" 1MU-1 - LEVEL 2 FLOOR PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE
FIRE W
ALL

FIRE WALL
1 A1-2.3
2 A1-2.0

1.1 1.2 1.3 1.4 1.6 1.7

1.A

1.B

1.C

1.D

1.E

1.F

1.G

1.H

1.J

1.5 1
A1-2.2
1 A1-2.1
1 A1-3.0

4.9% 4.9%

5.0%
24' - 11" 24' - 11"
29' - 11" 29' - 11"
756 SF
UNIT A
756 SF
UNIT A
748 SF
UNIT A
590 SF
UNIT A
918 SF
UNIT B
917 SF
UNIT B
917 SF
UNIT B
981 SF
UNIT B
1126 SF
UNIT H 742 SF
UNIT A 1282 SF
UNIT F
836 SF
UNIT B
834 SF
UNIT B
704 SF
UNIT B
1313 SF
UNIT I
743 SF
UNIT B
709 SF
UNIT B
709 SF
UNIT B
1015 SF
UNIT F
1030 SF
UNIT F
1030 SF
UNIT J
586 SF
UNIT A
1028 SF
UNIT J
760 SF
UNIT B
1103 SF
UNIT H
1055 SF
UNIT F
1038 SF
UNIT F
1116 SF
UNIT F
818 SF
UNIT D
748 SF
UNIT B
738 SF
UNIT B
736 SF
UNIT B
735 SF
UNIT B
732 SF
UNIT B 1114 SF
UNIT H
409 SF

BICYCLE

STORAGE
336 SF
STAIR G1-2
284 SF
LOBBY G1-1
334 SF
TRASH G1-1
146 SF
LOBBY G1-3 174 SF
LOBBY G1-3
380 SF
STAIR G1-1
323' - 2 1/4"
160' - 11 3/8" 120' - 11 3/4"
281' - 11 1/8"
121' - 10 1/2" 104' - 11 7/8" 19' - 0 1/8" 37' - 3"
283' - 9"
77' - 7 1/4" 21' - 11" 196' - 7" 27' - 0 1/2"
323' - 1 3/4"
3' - 8 3/4" 67' - 4 3/4" 35' - 0 3/4" 217' - 0"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING MU-1
MU1

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A1-1.3
MU-1 - LEVEL 3

FLOOR PLAN

SPAR SUBM
ITTAL

DESCRIPTION DATE
0' 8' 16' 32' 64'
1/16" = 1'-0" 1MU-1 - LEVEL 3 FLOOR PLAN
FIRE W
ALL

FIRE WALL
1 A1-2.3
2 A1-2.0

1.1 1.2 1.3 1.4 1.6 1.7

1.A

1.B

1.C

1.D

1.E

1.F

1.G

1.H

1.J

1.5 1
A1-2.2
1 A1-2.1
1 A1-3.0

5.0%

4.9% 4.9%
34' - 10" 34' - 10"
39' - 10" 39' - 10"
981 SF
UNIT B
917 SF
UNIT B
917 SF
UNIT B
918 SF
UNIT B
756 SF
UNIT A
756 SF
UNIT A
748 SF
UNIT A
590 SF
UNIT A
1126 SF
UNIT H 742 SF
UNIT A 1282 SF
UNIT F
836 SF
UNIT B
834 SF
UNIT B
704 SF
UNIT B
1313 SF
UNIT I
743 SF
UNIT B
709 SF
UNIT B
709 SF
UNIT B
1018 SF
UNIT F
1030 SF
UNIT F
1039 SF
UNIT J
586 SF
UNIT A
1031 SF
UNIT J
760 SF
UNIT B
1103 SF
UNIT H
1055 SF
UNIT F
409 SF

BICYCLE

STORAGE
336 SF
STAIR G1-2
334 SF
TRASH G1-1
284 SF
LOBBY G1-1
380 SF
STAIR G1-1 174 SF
LOBBY G1-3
146 SF
LOBBY G1-3
323' - 2 1/4"
121' - 10 1/2" 104' - 11 7/8" 19' - 0 1/8" 37' - 3"
283' - 9"
323' - 9 157/256"
3' - 8 3/4" 67' - 4 3/4" 35' - 6 1/2" 216' - 6 1/4"
161' - 6 5/8" 82' - 11 3/4" 39' - 4"
283' - 10 3/8"

LOWER ROOF LOWER ROOF LOWER ROOF
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING MU-1
MU1

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A1-1.4
MU-1 - LEVEL 4

FLOOR PLAN

SPAR SUBM
ITTAL

DESCRIPTION DATE
0' 8' 16' 32' 64'
1/16" = 1'-0" 1MU-1 - LEVEL 4 FLOOR PLAN
UP
FIRE W
ALL

FIRE WALL
1 A1-2.3
2 A1-2.0

1.1 1.2 1.3 1.4 1.6 1.7

1.A

1.B

1.C

1.D

1.E

1.F

1.G

1.H

1.J

1.5 2"
1 A1-2.2
1 A1-2.1
1 A1-3.0
1031 SF
UNIT J
586 SF
UNIT A
1039 SF
UNIT J
981 SF
UNIT B
917 SF
UNIT B
918 SF
UNIT B
756 SF
UNIT A
756 SF
UNIT A
748 SF
UNIT A
590 SF
UNIT A
1126 SF
UNIT H 741 SF
UNIT A
836 SF
UNIT B
834 SF
UNIT B
704 SF
UNIT B
1313 SF
UNIT I
743 SF
UNIT B
709 SF
UNIT B
709 SF
UNIT B
1018 SF
UNIT B
1030 SF
UNIT F 760 SF
UNIT B
1103 SF
UNIT H
1055 SF
UNIT F
917 SF
UNIT B
336 SF
STAIR G1-2
284 SF
LOBBY G1-1
117 SF
LOBBY G1-2
380 SF
STAIR G1-1
174 SF
LOBBY G1-3
315 SF
STAIR 1-1
60' - 6" 61' - 6"
42' - 3" 102' - 7" 44' - 6"
146 SF
LOBBY G1-3
6' - 0"

4.9%

LOWER ROOF LOWER ROOF
310 SF
POOL EQUIP.

ROOM

VOID SPACE
UNDER
POOL
4' - 11 3/8"
429 SF
WOMEN

CHANGING/RESTROOM
465 SF
MEN

CHANGING/RESTROOM
1282 SF
UNIT F

EDGE OF DECK
39' - 10" 39' - 10"
44' - 9" 44' - 9"
409 SF

BICYCLE

STORAGE
323' - 2 1/4"
121' - 10 1/2" 104' - 11 7/8" 19' - 0 1/8" 37' - 5 5/8" 283' - 11 5/8"
323' - 9 157/256"
3' - 8 3/4" 67' - 4 3/4" 35' - 6 1/2" 216' - 6 1/4"
161' - 6 5/8" 82' - 4 1/2" 39' - 4"
283' - 3 1/8"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING MU-1
MU1

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A1-1.5
MU-1 - LEVEL 5

FLOOR PLAN

SPAR SUBM
ITTAL
1/16" = 1'-0" 1MU-1 - LEVEL 5 FLOOR PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE

FIRE WALL

FIRE WALL
1 A1-2.3

1.1 1.2 1.3 1.4 1.6 1.7

1.A

1.B

1.C

1.D

1.E

1.F

1.G

1.H

1.J

1.5 1
A1-2.2
1 A1-3.0

MECHANICAL

PLANTER
POOL
SPA

ELEVATOR
GARAGE STAIR G1-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
GARAGE STAIR G1-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"
STAIR 1-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

NO ROOF ACCESS

LOWER ROOF LOWER ROOF LOWER ROOF
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING MU-1
MU1

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A1-1.6
MU-1 - ROOF
PLAN

SPAR SUBM
ITTAL
0' 8' 16' 32' 64'
1/16" = 1'-0" 1MU-1 - ROOF PLAN

DESCRIPTION DATE

UP
UP

FIRE WALL

FIRE WALL
FIRE W
ALL
FIRE W
ALL
UP

FIRE WALL
UP
UP
UP

2.1 2.2 2.3 2.5 2.6 2.7 2.4

2.A

2.B

2.C

2.D

2.E

2.F

2.G

2.H

2.J
1 A2-2.2
1 A2-2.3
1 A2-2.0
1 A2-3.0
1052 SF
UNIT F
666 SF
UNIT D
666 SF
UNIT D
666 SF
UNIT D
666 SF
UNIT D
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
751 SF
UNIT C
1105 SF
UNIT H
725 SF
UNIT F.1
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A 674 SF
UNIT D
688 SF
UNIT D
680 SF
UNIT D
680 SF
UNIT D
1040 SF
UNIT G
1283 SF

AMENITIES A
1115 SF

AMENITIES B
683 SF
UNIT D
680 SF
UNIT D
674 SF
UNIT D
838 SF
UNIT C.1
846 SF
UNIT C.1
682 SF
UNIT B
685 SF
UNIT B
988 SF
UNIT F
784 SF
UNIT E
784 SF
UNIT E 562 SF
UNIT A
787 SF
UNIT E
784 SF
UNIT E
988 SF
UNIT F
562 SF
UNIT A
846 SF
UNIT C.1
332 SF
STAIR 2-1
280 SF
STAIR 2-2
270 SF
STAIR 2-3
6' - 5"
6' - 5" 4.9% 5.0%

6.4%
2' - 0"
2' - 0"
0"
8' - 0"
109 SF
LOBBY G2-3
156 SF
LOBBY G2-1
397 SF
STAIR G2-1
163 SF
LOBBY G2-2
320 SF
STAIR G2-2
18' - 4" 42' - 2" 18' - 2" 24' - 0" 18' - 4"
6' - 11 3/8" 26' - 0" 32' - 0" 111' - 4" 30' - 0"
1052 SF
LOBBY
577 SF
LOBBY
221 SF
TRASH G2-2
384 SF
TRASH G2-1
GARAGE
ENTRY
201 SF
MAIL
201 SF

MAINTENANCE
97 SF

DOG WASH
260 SF

BICYCLE

STORAGE
1 A2-2.1
2-HR EXIT

PASSAGEWAY
2-HR EXIT

PASSAGEWAY
(2-HR EXIT

PASSAGEWAY)

ELEVATOR

ELEVATOR
352' - 10 1/4"
179' - 2" 19' - 10" 153' - 10 1/4"
126' - 6" 202' - 2 3/4"
71' - 7 1/2" 58' - 8 1/2" 71' - 10 3/4"
215' - 0 3/4" 52' - 2 1/4" 66' - 4 5/8" 14' - 1 7/8"
347' - 9 1/2"
157' - 5" 162' - 9 1/2" 7' - 5 1/4"
327' - 7 3/4"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-2
RE2

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A2-1.1
RE-2 - LEVEL 1

FLOOR PLAN

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-2 - LEVEL 1 FLOOR PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE

FIRE WALL

FIRE WALL
FIRE W
ALL
FIRE W
ALL
UP

FIRE WALL
DN
UP
UP
UP
DN
DN
UP

2.1 2.2 2.3 2.5 2.6 2.7 2.4

2.A

2.B

2.C

2.D

2.E

2.F

2.G

2.H

2.J
1052 SF
UNIT F
687 SF
UNIT D
686 SF
UNIT D
687 SF
UNIT D
686 SF
UNIT D
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
766 SF
UNIT C
1105 SF
UNIT H
996 SF
UNIT F
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A 674 SF
UNIT D 569 SF
UNIT A 688 SF
UNIT D
680 SF
UNIT D
680 SF
UNIT D
1040 SF
UNIT G
1009 SF
UNIT F
989 SF
UNIT F
681 SF
UNIT D
680 SF
UNIT D
674 SF
UNIT D
838 SF
UNIT C.1
846 SF
UNIT C.1
562 SF
UNIT A
682 SF
UNIT B
685 SF
UNIT B
988 SF
UNIT F
784 SF
UNIT E
784 SF
UNIT E 562 SF
UNIT A
787 SF
UNIT E
784 SF
UNIT E
988 SF
UNIT F
1 A2-2.2
1 A2-2.3
1 A2-2.0
1 A2-3.0
562 SF
UNIT A
846 SF
UNIT C.1
251 SF
STAIR 2-1
280 SF
STAIR 2-2
270 SF
STAIR 2-3
6' - 5"
6' - 5" 4.9% 5.0%

6.4%
13' - 0 7/8"
13' - 0 7/8"
11' - 0 7/8"

6.1%
109 SF
LOBBY G2-3
156 SF
LOBBY G2-1
360 SF
STAIR G2-1
163 SF
LOBBY G2-2
320 SF
STAIR G2-2
7' - 0"
18' - 4" 24' - 0" 18' - 2"
6' - 11 3/8" 27' - 0" 32' - 0" 111' - 4" 30' - 0" 6' - 10" 7' - 0"
221 SF
TRASH G2-2
84 SF
TRASH G2-1
317 SF

BICYCLE

STORAGE
1 A2-2.1
11' - 0 7/8" 8' - 0"
8' - 0"

ELEVATOR

ELEVATOR
352' - 3"
178' - 5 3/4" 19' - 11" 153' - 10 1/4"
126' - 6" 202' - 2 3/4"
71' - 1 1/4" 59' - 2 3/4" 71' - 10 3/4"
214' - 5 1/2" 52' - 8 1/2" 65' - 10 3/8" 13' - 6 5/8"
346' - 7"
157' - 5" 162' - 9 1/2" 7' - 7 1/8"
327' - 9 5/8"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-2
RE2

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A2-1.2
RE-2 - LEVEL 2

FLOOR PLAN

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-2 - LEVEL 2 FLOOR PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE

FIRE WALL

FIRE WALL
FIRE W
ALL
FIRE W
ALL

FIRE WALL
DN
UP
DN UP
DN UP
DN
UP
DN
UP

2.1 2.2 2.3 2.5 2.6 2.7 2.4

2.A

2.B

2.C

2.D

2.E

2.F

2.G

2.H

2.J
1 A2-2.2
1 A2-2.3
1 A2-2.0
1 A2-3.0
1 A2-2.1
20' - 11 7/8" 22' - 11 7/8"
22' - 11 7/8"
20' - 11 7/8" 19' - 0 7/8"

6.1%

4.9% 5.0% 5.0%

6.4%
17' - 5 7/8"
17' - 5 7/8"
1052 SF
UNIT F
688 SF
UNIT D
688 SF
UNIT D
688 SF
UNIT D
688 SF
UNIT D
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
766 SF
UNIT C
1105 SF
UNIT H
996 SF
UNIT F
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A 674 SF
UNIT D 569 SF
UNIT A 688 SF
UNIT D
680 SF
UNIT D
680 SF
UNIT D
1040 SF
UNIT G
1009 SF
UNIT F
989 SF
UNIT F
681 SF
UNIT D
680 SF
UNIT D
674 SF
UNIT D
838 SF
UNIT C.1
846 SF
UNIT C.1
562 SF
UNIT A
682 SF
UNIT B
685 SF
UNIT B
988 SF
UNIT F
784 SF
UNIT E
784 SF
UNIT E 562 SF
UNIT A
787 SF
UNIT E
784 SF
UNIT E
988 SF
UNIT F
562 SF
UNIT A
846 SF
UNIT C.1
251 SF
STAIR 2-1
280 SF
STAIR 2-2
270 SF
STAIR 2-3
109 SF
LOBBY G2-3
156 SF
LOBBY G2-1
392 SF
STAIR G2-1
163 SF
LOBBY G2-2
320 SF
STAIR G2-2
221 SF
TRASH G2-2
84 SF
TRASH G2-1
317 SF

BICYCLE

STORAGE

ELEVATOR

ELEVATOR
352' - 3"
126' - 6" 202' - 2 3/4"
71' - 1 1/4" 59' - 2 3/4" 71' - 10 3/4"
214' - 5 1/2" 52' - 8 1/2" 65' - 10 3/8" 13' - 6 5/8"
346' - 7"
157' - 5" 162' - 9 1/2" 7' - 7 1/8"
327' - 9 5/8"
180' - 2" 172' - 8 1/4"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-2
RE2

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A2-1.3
RE-2 - LEVEL 3

FLOOR PLAN

SPAR SUBM
ITTAL

DESCRIPTION DATE
1/16" = 1'-0" 1RE-2 - LEVEL 3 FLOOR PLAN
0' 8' 16' 32' 64'

FIRE WALL

FIRE WALL
FIRE W
ALL
FIRE W
ALL

FIRE WALL
DN
UP
DN UP
DN UP
DN
UP
DN
UP

2.1 2.2 2.3 2.5 2.6 2.7 2.4

2.A

2.B

2.C

2.D

2.E

2.F

2.G

2.H

2.J
1 A2-2.2
1 A2-2.3
1 A2-2.0
1 A2-3.0
1 A2-2.1
27' - 4 7/8"
27' - 4 7/8"
28' - 11 7/8"
28' - 11 7/8" 30' - 10 7/8"
30' - 10 7/8" 32' - 10 7/8"
32' - 10 7/8"

6.1%

4.9% 5.0% 5.0%

6.4%
1047 SF
UNIT F
688 SF
UNIT D
688 SF
UNIT D
688 SF
UNIT D
688 SF
UNIT D
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
766 SF
UNIT C
1105 SF
UNIT H
996 SF
UNIT F
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A 674 SF
UNIT D 569 SF
UNIT A 688 SF
UNIT D
680 SF
UNIT D
680 SF
UNIT D
1040 SF
UNIT G
1009 SF
UNIT F
989 SF
UNIT F
681 SF
UNIT D
680 SF
UNIT D
674 SF
UNIT D
838 SF
UNIT C.1
846 SF
UNIT C.1
562 SF
UNIT A
682 SF
UNIT B
685 SF
UNIT B
988 SF
UNIT F
784 SF
UNIT E
784 SF
UNIT E 562 SF
UNIT A
787 SF
UNIT E
784 SF
UNIT E
988 SF
UNIT F
562 SF
UNIT A
846 SF
UNIT C.1
317 SF

BICYCLE

STORAGE
251 SF
STAIR 2-1
270 SF
STAIR 2-3
280 SF
STAIR 2-2
221 SF
TRASH G2-2
156 SF
LOBBY G2-1
320 SF
STAIR G2-2
392 SF
STAIR G2-1 163 SF
LOBBY G2-2
84 SF
TRASH G2-1
109 SF
LOBBY G2-3

ELEVATOR

ELEVATOR
352' - 10 1/4"
126' - 6" 202' - 2 3/4"
71' - 1 1/4" 59' - 2 3/4" 71' - 10 3/4"
214' - 5 1/2" 52' - 8 1/2" 65' - 10 3/8" 13' - 6 5/8"
346' - 7"
157' - 5" 162' - 9 1/2" 7' - 7 1/8"
327' - 9 5/8"
180' - 2" 172' - 8 1/4"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-2
RE2

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A2-1.4
RE-2 - LEVEL 4

FLOOR PLAN

SPAR SUBM
ITTAL

DESCRIPTION DATE
1/16" = 1'-0" 1RE-2 - LEVEL 4 FLOOR PLAN
0' 8' 16' 32' 64'

FIRE WALL

FIRE WALL
FIRE W
ALL
FIRE W
ALL
UP

FIRE WALL
DN
DN
DN
DN
DN

2.1 2.2 2.3 2.5 2.6 2.7 2.4

2.A

2.B

2.C

2.D

2.E

2.F

2.G

2.H

2.J
1 A2-2.2
1 A2-2.3
1 A2-2.0
1 A2-3.0
1052 SF
UNIT F
688 SF
UNIT D
688 SF
UNIT D
688 SF
UNIT D
688 SF
UNIT D
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A
1109 SF
UNIT H
996 SF
UNIT F
562 SF
UNIT A
562 SF
UNIT A
562 SF
UNIT A 674 SF
UNIT D
687 SF
UNIT D
680 SF
UNIT D
680 SF
UNIT D
1040 SF
UNIT G
1009 SF
UNIT F
989 SF
UNIT F
680 SF
UNIT D
680 SF
UNIT D
674 SF
UNIT D
838 SF
UNIT C.1
846 SF
UNIT C.1
562 SF
UNIT A
682 SF
UNIT B
685 SF
UNIT B
988 SF
UNIT F
784 SF
UNIT E
784 SF
UNIT E 562 SF
UNIT A
787 SF
UNIT E
784 SF
UNIT E
988 SF
UNIT F
562 SF
UNIT A
846 SF
UNIT C.1
251 SF
STAIR 2-1
280 SF
STAIR 2-2
270 SF
STAIR 2-3

4.9% 5.0%

6.4% 42' - 9 7/8" 40' - 9 7/8"
40' - 9 7/8"
109 SF
LOBBY G2-3
156 SF
LOBBY G2-1
392 SF
STAIR G2-1
163 SF
LOBBY G2-2
320 SF
STAIR G2-2
18' - 4" 42' - 2"
6' - 11 3/8" 26' - 0" 143' - 4" 30' - 0"
7' - 0"
221 SF
TRASH G2-2
84 SF
TRASH G2-1
317 SF

BICYCLE

STORAGE
1 A2-2.1
42' - 9 7/8"
40' - 9 7/8" 38' - 10 7/8"
38' - 10 7/8"
37' - 3 7/8"
37' - 3 7/8"

6.1%

5.0%

ELEVATOR

ELEVATOR
352' - 10 1/4"
126' - 6" 202' - 2 3/4"
71' - 0 1/4" 59' - 3 3/4" 71' - 10 3/4"
214' - 5 1/2" 52' - 9 1/2" 65' - 9 3/8" 13' - 6 5/8"
346' - 7"
136' - 6 3/4" 20' - 10 1/4" 162' - 9 1/2" 7' - 7 1/8"
327' - 9 5/8"
38' - 4 1/2" 34' - 7 1/2" 107' - 2" 172' - 8 1/4"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-2
RE2

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A2-1.5
RE-2 - LEVEL 5

FLOOR PLAN

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-2 - LEVEL 5 FLOOR PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE

FIRE WALL

FIRE WALL
FIRE W
ALL
FIRE W
ALL

FIRE WALL

2.1 2.2 2.3 2.5 2.6 2.7 2.4

2.A

2.B

2.C

2.D

2.E

2.F

2.G

2.H

2.J
1 A2-2.2
1 A2-2.3
1 A2-2.0
1 A2-3.0
0 A6-2.2
1 A2-2.1
STAIR 2-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

NO ROOF ACCESS
STAIR 2-2
2-HOUR EXIT

ENCLOSURE
STAIR WIDTH: 48"

NO ROOF ACCESS
STAIR 2-3
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

NO ROOF ACCESS
STAIR G2-2
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
STAIR G2-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-2
RE2

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A2-1.6
RE-2 - ROOF
PLAN

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-2 - ROOF PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE

FIRE WAL
L

FIRE WALL
FIRE W
ALL

FIRE WALL

FIRE WALL
FIRE W
ALL

FIRE WALL
1 A3-2.1

3.A

3.G

3.B

3.C

3.D

3.E

3.F

3.1 3.9 3.8 3.6 3.5 3.4 3.2
1 A3-2.2
1 A3-2.0
1 A3-2.3
1 A3-3.0
1960 SF

AMENITIES
684 SF
UNIT B
684 SF
UNIT B
569 SF
UNIT A
731 SF
UNIT F.1
685 SF
UNIT B
625 SF
UNIT A
630 SF
UNIT A
1000 SF
UNIT J
1039 SF
UNIT F
1039 SF
UNIT F
1039 SF
UNIT F
755 SF
UNIT C
656 SF
UNIT D
682 SF
UNIT B
683 SF
UNIT B
1022 SF
UNIT F
561 SF
UNIT A
1132 SF
UNIT H
1187 SF
UNIT L
685 SF
UNIT E.1
683 SF
UNIT E.1
781 SF
UNIT E
785 SF
UNIT E
675 SF
UNIT B
740 SF
UNIT C
739 SF
UNIT C
630 SF

AMENITIES
993 SF
UNIT G
663 SF
UNIT K
600 SF
UNIT A
668 SF
UNIT K
7' - 0"
18' - 9" 24' - 0" 18' - 1" 18' - 3" 24' - 0" 18' - 3"
7' - 0"
12' - 8" 24' - 10" 17' - 0" 130' - 2" 7' - 0" 7' - 0"
7' - 0"
6' - 9 53/
64"
5' - 11 37/128" 963 SF
LOBBY
GARAGE
ENTRY
380 SF

MAINTENANCE
9' - 4"
120 SF

DOG WASH

3.3 3.7
427 SF
STAIR G3-2
240 SF
TRASH G3-2
304 SF

BICYCLE

STORAGE
287 SF
TRASH G3-1
408 SF
STAIR G3-1
372 SF
STAIR 3-1
595 SF
UNIT A
0"
6' - 0"
5' - 0"
5' - 0" 4.8%

3.0%

4.9% 6' - 0"

ELEVATOR

ELEVATOR
LOBBY
2-HR EXIT

PASSAGEWAY
2-HR EXIT

PASSAGEWAY
38' - 6 1/2" 21' - 0 1/4" 112' - 11 1/2" 14' - 11 3/4" 36' - 8 1/4" 116' - 10" 67' - 10 1/4" 81' - 8 3/4" 46' - 10 7/8" 276' - 6 3/8"
405' - 2"
38' - 4 1/2" 8' - 7 1/4" 23' - 11 1/4" 14' - 11 1/4" 8' - 9" 135' - 1" 18' - 3" 24' - 0" 18' - 9"
12' - 8" 24' - 3" 105' - 5" 24' - 1" 18' - 3"
20' - 7" 24' - 0" 18' - 9"
4 1/2"
240' - 11 3/4"
408' - 10 1/2"
229' - 8 1/4"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-3
RE3

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A3-1.1
RE-3 - LEVEL 1

FLOOR PLAN

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-3 - LEVEL 1 FLOOR PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE

FIRE WAL
L

FIRE WALL
FIRE W
ALL

FIRE WALL

FIRE WALL
UP
FIRE W
ALL

FIRE WALL
1 A3-2.1

3.A

3.G

3.B

3.C

3.D

3.E

3.F

3.1 3.9 3.8 3.6 3.5 3.4 3.2
690 SF
UNIT B
684 SF
UNIT B
684 SF
UNIT B
569 SF
UNIT A
989 SF
UNIT F
685 SF
UNIT B
625 SF
UNIT A
630 SF
UNIT A
1000 SF
UNIT J
1039 SF
UNIT F
1039 SF
UNIT F
1039 SF
UNIT F
755 SF
UNIT C
656 SF
UNIT D
682 SF
UNIT B
683 SF
UNIT B
1022 SF
UNIT F
561 SF
UNIT A
1132 SF
UNIT H
1187 SF
UNIT L
685 SF
UNIT E.1
683 SF
UNIT E.1
781 SF
UNIT E
785 SF
UNIT E
675 SF
UNIT B
1072 SF
UNIT G 782 SF
UNIT C
782 SF
UNIT C
742 SF
UNIT C
1 A3-2.2
1 A3-2.0
1 A3-2.3
1 A3-3.0
992 SF
UNIT G
726 SF
UNIT K
600 SF
UNIT A
668 SF
UNIT K
304 SF

BICYCLE

STORAGE
203 SF
LOBBY G3-1
408 SF
STAIR G3-1
240 SF
TRASH G3-2
372 SF
STAIR 3-1
11' - 0 7/8"
11' - 0 7/8"

4.8%

4.9%
7' - 0" 7' - 0"
12' - 8" 129' - 8" 24' - 1" 18' - 3"
7' - 0" 7' - 0"
7' - 0"
7' - 4"
167 SF
LOBBY G3-1

OPEN TO BELOW
427 SF
STAIR G3-2

3.3 3.7
16' - 0 7/8"
16' - 0 7/8" 4.9%

ELEVATOR

ELEVATOR
595 SF
UNIT A
287 SF
TRASH G3-1
LOBBY
LOBBY
38' - 6 1/2" 21' - 0 1/4" 112' - 11 1/2" 14' - 11 3/4" 36' - 8 1/4" 116' - 10" 67' - 10 1/4" 81' - 8 3/4" 46' - 10 7/8" 276' - 6 3/8"
405' - 2"
38' - 4 1/2" 8' - 7 1/4" 23' - 11 1/4" 14' - 11 1/4" 8' - 9" 134' - 5 3/4" 10' - 3 3/4" 239' - 4 3/4"
18' - 3" 24' - 0" 18' - 9"
12' - 8" 24' - 3" 105' - 5" 24' - 1" 18' - 3"
20' - 7" 24' - 0" 18' - 9"
1' - 0 1/2"
240' - 11 3/4"
408' - 10 1/2"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-3
RE3

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A3-1.2
RE-3 - LEVEL 2

FLOOR PLAN

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-3 - LEVEL 2 FLOOR PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE

FIRE WAL
L

FIRE WALL
FIRE W
ALL

FIRE WALL

FIRE WALL
FIRE W
ALL

FIRE WALL
1 A3-2.1

3.A

3.G

3.B

3.C

3.D

3.E

3.F

3.1 3.9 3.8 3.6 3.5 3.4 3.2
1 A3-2.2
1 A3-2.0
1 A3-2.3
1 A3-3.0

3.3 3.7

4.7% 4.7%

4.8%
20' - 11 7/8"
20' - 11 7/8"
25' - 11 7/8"
25' - 11 7/8"

ELEVATOR

ELEVATOR
685 SF
UNIT E.1
683 SF
UNIT E.1
781 SF
UNIT E
785 SF
UNIT E
675 SF
UNIT B
992 SF
UNIT G
1068 SF
UNIT G 782 SF
UNIT C
782 SF
UNIT C
742 SF
UNIT C
742 SF
UNIT C
1107 SF
UNIT H
690 SF
UNIT B
684 SF
UNIT B
684 SF
UNIT B
569 SF
UNIT A
685 SF
UNIT B
625 SF
UNIT A
630 SF
UNIT A
595 SF
UNIT A
1000 SF
UNIT J
1039 SF
UNIT F
1039 SF
UNIT F
1039 SF
UNIT F
755 SF
UNIT C
656 SF
UNIT D
682 SF
UNIT B
683 SF
UNIT B
1022 SF
UNIT F
561 SF
UNIT A 1132 SF
UNIT H
1187 SF
UNIT L
726 SF
UNIT K
989 SF
UNIT F
600 SF
UNIT A 668 SF
UNIT K
408 SF
STAIR G3-1
287 SF
TRASH G3-1
372 SF
STAIR 3-1
203 SF
LOBBY G3-1
167 SF
LOBBY G3-1
LOBBY
427 SF
STAIR G3-2
LOBBY
38' - 6 1/2" 21' - 0 1/4" 112' - 11 1/2" 14' - 11 3/4" 36' - 8 1/4" 116' - 10" 67' - 10 1/4" 240' - 11 3/4"
81' - 8 3/4" 46' - 10 7/8" 276' - 6 3/8"
405' - 2"
38' - 4 1/2" 8' - 7 1/4" 23' - 11 1/4" 14' - 11 1/4" 8' - 9" 134' - 5 3/4" 10' - 3 3/4" 239' - 4 3/4"
18' - 3" 24' - 0" 18' - 9"
12' - 8" 24' - 3" 105' - 5" 24' - 1" 18' - 3"
20' - 7" 24' - 0" 18' - 9"
408' - 10 1/2"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-3
RE3

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A3-1.3
RE-3 - LEVEL 3

FLOOR PLAN

SPAR SUBM
ITTAL

DESCRIPTION DATE
1/16" = 1'-0" 1RE-3 - LEVEL 3 FLOOR PLAN
0' 8' 16' 32' 64'

FIRE WAL
L

FIRE WALL
FIRE W
ALL

FIRE WALL

FIRE WALL
FIRE W
ALL

FIRE WALL
1 A3-2.1

3.A

3.G

3.B

3.C

3.D

3.E

3.F

3.1 3.9 3.8 3.6 3.5 3.4 3.2
1 A3-2.2
1 A3-2.0
1 A3-2.3
1 A3-3.0

3.3 3.7
203 SF
LOBBY G3-1
167 SF
LOBBY G3-1

4.7% 4.7%

4.8%
30' - 10 3/4"
30' - 10 7/8"
35' - 10 7/8"
35' - 10 7/8"
1107 SF
UNIT H
690 SF
UNIT B
684 SF
UNIT B
684 SF
UNIT B
569 SF
UNIT A
685 SF
UNIT B
625 SF
UNIT A
630 SF
UNIT A
595 SF
UNIT A
1000 SF
UNIT J
1039 SF
UNIT F
1039 SF
UNIT F
1039 SF
UNIT F
755 SF
UNIT C
656 SF
UNIT D
682 SF
UNIT B
683 SF
UNIT B 1022 SF
UNIT F 561 SF
UNIT A
1132 SF
UNIT H
1187 SF
UNIT L
726 SF
UNIT K
685 SF
UNIT E.1
683 SF
UNIT E.1
781 SF
UNIT E
785 SF
UNIT E
675 SF
UNIT B
992 SF
UNIT G
1072 SF
UNIT G 782 SF
UNIT C
782 SF
UNIT C
742 SF
UNIT C
742 SF
UNIT C
989 SF
UNIT F
600 SF
UNIT A
668 SF
UNIT K
408 SF
STAIR G3-1
287 SF
TRASH G3-1
372 SF
STAIR 3-1
427 SF
STAIR G3-2

ELEVATOR

ELEVATOR
LOBBY
LOBBY
408' - 10 1/2"
38' - 6 1/2" 21' - 0 1/4" 112' - 11 1/2" 14' - 11 3/4" 36' - 1" 116' - 10" 68' - 5 1/2" 240' - 11 3/4"
81' - 1" 47' - 6 5/8" 276' - 6 3/8"
405' - 2"
38' - 4 1/2" 8' - 7 1/4" 23' - 11 1/4" 14' - 11 1/4" 8' - 9" 135' - 1" 9' - 8 1/2" 239' - 4 3/4"
18' - 3" 24' - 0" 18' - 9"
12' - 8" 24' - 3" 105' - 5" 24' - 1" 18' - 3"
20' - 7" 24' - 0" 18' - 9"
EQ EQ
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-3
RE3

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A3-1.4
RE-3 - LEVEL 4

FLOOR PLAN

SPAR SUBM
ITTAL

DESCRIPTION DATE
1/16" = 1'-0" 1RE-3 - LEVEL 4 FLOOR PLAN
0' 8' 16' 32' 64'

FIRE WAL
L

FIRE WALL
FIRE W
ALL

FIRE WALL

FIRE WALL
FIRE W
ALL

FIRE WALL
1 A3-2.1

3.A

3.G

3.B

3.C

3.D

3.E

3.F

3.1 3.9 3.8 3.6 3.5 3.4 3.2
1 A3-2.2
1 A3-2.0
1 A3-2.3
1 A3-3.0
742 SF
UNIT C
690 SF
UNIT B
684 SF
UNIT B
684 SF
UNIT B
989 SF
UNIT F
685 SF
UNIT B
625 SF
UNIT A
630 SF
UNIT A
1000 SF
UNIT J
1039 SF
UNIT F
1039 SF
UNIT F
1039 SF
UNIT F 755 SF
UNIT C
656 SF
UNIT D
682 SF
UNIT B
683 SF
UNIT B
1022 SF
UNIT F
561 SF
UNIT A 1132 SF
UNIT H
1187 SF
UNIT L
685 SF
UNIT E.1
683 SF
UNIT E.1
781 SF
UNIT E
785 SF
UNIT E
675 SF
UNIT B
1072 SF
UNIT G
782 SF
UNIT C
782 SF
UNIT C
742 SF
UNIT C
992 SF
UNIT G
726 SF
UNIT K
600 SF
UNIT A
668 SF
UNIT K

4.7%
7' - 0" 18' - 3" 24' - 0" 18' - 9"
7' - 0"
12' - 8" 24' - 3" 105' - 5" 24' - 1" 18' - 3" 7' - 0" 7' - 0" 7' - 0"
1107 SF
UNIT H

3.3 3.7
42' - 9 31/64" 39' - 6 1/64" 46' - 4 1/2" 277' - 8 1/2" 406' - 4 1/2"
106' - 4 3/4" 20' - 7 1/2" 113' - 11 1/2"
240' - 11 3/4"
38' - 6 1/2" 20' - 8 1/2" 113' - 3 1/4" 14' - 11 3/4" 36' - 1" 116' - 10" 37' - 9 1/4" 9' - 2 1/2" 23' - 11 1/4" 14' - 11 1/4" 8' - 9" 135' - 1" 6' - 8 1/2" 3' - 0" 239' - 4 3/4"
372 SF
STAIR 3-1
595 SF
UNIT A
203 SF
LOBBY G3-1
167 SF
LOBBY G3-1
(OPEN TO BELOW)

4.7% 40' - 9 7/8"
40' - 9 7/8"
287 SF
TRASH G3-1
408 SF
STAIR G3-1

ELEVATOR

ELEVATOR
LOBBY
LOBBY

TOP OF RAMP
408' - 10 1/2"
68' - 5 1/2"
20' - 7" 24' - 0" 18' - 9"
18' - 2"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-3
RE3

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A3-1.5
RE-3 - LEVEL 5

FLOOR PLAN

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-3 - LEVEL 5 FLOOR PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE

FIRE WAL
L

FIRE WALL
FIRE W
ALL

FIRE WALL

FIRE WALL
FIRE W
ALL

FIRE WALL
1 A3-2.1

3.A

3.G

3.B

3.C

3.D

3.E

3.F

3.1 3.9 3.8 3.6 3.5 3.4 3.2
1 A3-2.2
1 A3-2.0
1 A3-2.3
1 A3-3.0

3.3 3.7
GARAGE STAIR G3-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
STAIR 3-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

NO ROOF ACCESS
GARAGE STAIR G3-2
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-3
RE3

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A3-1.6
RE-3 - ROOF
PLAN

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-3 - ROOF PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE

UP
UP
UP

FIRE WALL

FIRE WALL
UP

FIRE WALL

4.A

4.J

4.1 4.5

4.B

4.C

4.D

4.E

4.F

4.G

4.H

4.2 4.3 4.4
1 A4-2.2
1 A4-2.1
1 A4-2.3
1 A4-2.0
1 A4-3.0
792 SF
UNIT G.1
1085 SF
UNIT G.2
1083 SF
UNIT G.2
760 SF
UNIT C
756 SF
UNIT C
752 SF
UNIT C
753 SF
UNIT C
1014 SF
UNIT G 1007 SF
UNIT G
664 SF
UNIT D
668 SF
UNIT D
1025 SF
UNIT G
727 SF
UNIT G.1
758 SF
UNIT C
829 SF
UNIT C.1
829 SF
UNIT C.1
780 SF
UNIT G.1
694 SF
UNIT D
591 SF
UNIT A
588 SF
UNIT A
588 SF
UNIT A
707 SF
UNIT D
1160 SF
UNIT H
154' - 11 5/8"
27' - 2"
1' - 0"
60' - 6"
19' - 4" 25' - 7" 157' - 9"
186 SF
LOBBY G4-1
102 SF
LOBBY G4-2.1
310 SF
STAIR G4-1
353 SF
STAIR G4-2
342 SF
TRASH G4-1
275 SF
STAIR 4-1

11.2% 5.0%
LOBBY
GARAGE
ENTRY
114 SF

DOG WASH
321 SF

MAINTENANCE
373 SF

BICYCLE

STORAGE
197 SF
MECH
254' - 1" 25' - 0" 59' - 5 3/4"
4' - 2 1/2" 296' - 10 1/4" 36' - 0"
51' - 8 1/2" 3' - 7" 45' - 0 1/2" 55' - 3 1/2"
155' - 7 1/2"

4.K
442 SF
STAIR 1-1
2-HR EXIT PASSAGEWAY

ELEVATOR

ELEVATOR
2-HR EXIT PASSAGEWAY
332' - 10 1/4"
18' - 3" 24' - 0" 18' - 3"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-4
RE4

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A4-1.1
RE-4 - LEVEL 1

FLOOR PLAN

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-4 - LEVEL 1 FLOOR PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE
UP
UP

FIRE WALL

FIRE WALL DN

FIRE WALL

4.A

4.J

4.1 4.5

4.B

4.C

4.D

4.E

4.F

4.G

4.H

4.2 4.3 4.4
1022 SF
UNIT G
792 SF
UNIT G.1
1085 SF
UNIT G.2
1083 SF
UNIT G.2
760 SF
UNIT C
756 SF
UNIT C
752 SF
UNIT C
753 SF
UNIT C
1014 SF
UNIT G
1007 SF
UNIT G
664 SF
UNIT D
668 SF
UNIT D
1025 SF
UNIT G
1015 SF
UNIT G
758 SF
UNIT C
829 SF
UNIT C.1
829 SF
UNIT C.1
1077 SF
UNIT G.2
694 SF
UNIT D
618 SF
UNIT A
615 SF
UNIT A
614 SF
UNIT A
734 SF
UNIT D
1160 SF
UNIT H
1 A4-2.2
1 A4-2.1
1 A4-2.3
1 A4-2.0
1 A4-3.0
19' - 4" 25' - 7" 157' - 9"
186 SF
LOBBY G4-1
102 SF
LOBBY G4-2
310 SF
STAIR G4-1
353 SF
STAIR G4-2
149 SF
TRASH G4-1
275 SF
STAIR 4-1

9.9% 5.0%
11' - 0 7/8"
11' - 0 7/8"

11.2% 5.0% 11' - 0 7/8"
373 SF

BICYCLE

STORAGE

4.K
335 SF
STAIR 4-2

ELEVATOR

ELEVATOR
6' - 0 5/8"
154' - 11 5/8"
27' - 2"
1' - 0"
60' - 6"
252' - 5 3/4" 27' - 0" 58' - 5 3/4"
4' - 2 1/2" 296' - 3" 36' - 7 1/4"
51' - 8 1/2" 2' - 11 3/4" 45' - 7 3/4" 55' - 3 1/2"
155' - 7 1/2"
332' - 10 1/4"
18' - 3" 24' - 0" 18' - 3"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-4
RE4

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A4-1.2
RE-4 - LEVEL 2

FLOOR PLAN

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-4 - LEVEL 2 FLOOR PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE

FIRE WALL

FIRE WALL
UP

4.A

4.J

4.1 4.5

4.B

4.C

4.D

4.E

4.F

4.G

4.H

4.2 4.3 4.4
1 A4-2.2
1 A4-2.1
1 A4-2.3
1 A4-2.0
1 A4-3.0

4.K
1022 SF
UNIT G
792 SF
UNIT G.1
1085 SF
UNIT G.2
1083 SF
UNIT G.2
760 SF
UNIT C
756 SF
UNIT C
752 SF
UNIT C
753 SF
UNIT C
1014 SF
UNIT G
1007 SF
UNIT G
664 SF
UNIT D
668 SF
UNIT D
1025 SF
UNIT G
1015 SF
UNIT G
758 SF
UNIT C
829 SF
UNIT C.1
829 SF
UNIT C.1
1077 SF
UNIT G.2
694 SF
UNIT D
618 SF
UNIT A
615 SF
UNIT A
614 SF
UNIT A
734 SF
UNIT D
1160 SF
UNIT I
373 SF

BICYCLE

STORAGE
197 SF
MECH
310 SF
STAIR G4-1
149 SF
TRASH G4-1
335 SF
STAIR 4-2
102 SF
LOBBY G4-2.3

ELEVATOR
353 SF
STAIR G4-2

ELEVATOR
20' - 11 7/8"
20' - 11 7/8"

5.0% 9.9% 5.0%
275 SF
STAIR 4-1
20' - 11 7/8"

9.9%
154' - 11 5/8"
27' - 2"
1' - 0"
60' - 6"
337' - 6 1/4"
4' - 2 1/2" 296' - 3" 36' - 7 1/4"
51' - 8 1/2" 2' - 11 3/4" 45' - 7 3/4" 55' - 3 1/2"
155' - 7 1/2"
332' - 10 1/4"
18' - 3" 24' - 0" 18' - 3"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-4
RE4

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A4-1.3
RE-4 - LEVEL 3

FLOOR PLAN

SPAR SUBM
ITTAL

DESCRIPTION DATE
1/16" = 1'-0" 1RE-4 - LEVEL 3 FLOOR PLAN
0' 8' 16' 32' 64'

FIRE WALL

FIRE WALL
UP

4.A

4.J

4.1 4.5

4.B

4.C

4.D

4.E

4.F

4.G

4.H

4.2 4.3 4.4
1 A4-2.2
1 A4-2.1
1 A4-2.3
1 A4-2.0
1 A4-3.0

4.K
102 SF
LOBBY G4-2.4
792 SF
UNIT G.1
1085 SF
UNIT G.2
1083 SF
UNIT G.2
760 SF
UNIT C
756 SF
UNIT C
752 SF
UNIT C
753 SF
UNIT C
1014 SF
UNIT G
1007 SF
UNIT G
664 SF
UNIT D
668 SF
UNIT D
1025 SF
UNIT G
1015 SF
UNIT G
758 SF
UNIT C
829 SF
UNIT C.1
829 SF
UNIT C.1
1057 SF
UNIT G.2
1047 SF
UNIT G
373 SF

BICYCLE

STORAGE
197 SF
MECH
310 SF
STAIR G4-1
149 SF
TRASH G4-1
335 SF
STAIR 4-2

LOWER ROOF

5.0%
275 SF
STAIR 4-1
353 SF
STAIR G4-2

9.9% 5.0%
30' - 10 7/8"
30' - 10 7/8"

ELEVATOR

ELEVATOR
30' - 10 7/8" 9.9%
154' - 11 5/8"
27' - 2"
1' - 0"
60' - 6"
302' - 7 3/4" 35' - 3 3/4"
4' - 2 1/2" 296' - 3" 36' - 7 1/4"
51' - 8 1/2" 2' - 11 3/4" 45' - 7 3/4" 55' - 3 1/2"
155' - 7 1/2"
332' - 10 1/4"
18' - 3" 24' - 0" 18' - 3"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-4
RE4

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A4-1.4
RE-4 - LEVEL 4

FLOOR PLAN

SPAR SUBM
ITTAL

DESCRIPTION DATE
1/16" = 1'-0" 1RE-4 - LEVEL 4 FLOOR PLAN
0' 8' 16' 32' 64'
UP

FIRE WALL

4.A

4.J

4.1 4.5

4.B

4.C

4.D

4.E

4.F

4.G

4.H

4.2 4.3 4.4
1 A4-2.2
1 A4-2.1
1 A4-2.3
1 A4-2.0
1 A4-3.0
1047 SF
UNIT G
792 SF
UNIT G.1
1085 SF
UNIT G.2
805 SF
UNIT G.1
740 SF
UNIT C
756 SF
UNIT C
752 SF
UNIT C
753 SF
UNIT C
1014 SF
UNIT G
1007 SF
UNIT G
664 SF
UNIT D
668 SF
UNIT D
1025 SF
UNIT G
1013 SF
UNIT G
827 SF
UNIT C.1
829 SF
UNIT C.1
1072 SF
UNIT G.2
27' - 2"
1' - 0"
60' - 6"
19' - 4" 183' - 4"
186 SF
LOBBY G4-1
102 SF
LOBBY G4-2
353 SF
STAIR G4-2
149 SF
TRASH G4-1
275 SF
STAIR 4-1

9.9% 5.0% 5.0%
40' - 9 7/8"
40' - 9 7/8"

LOWER ROOF
373 SF

BICYCLE

STORAGE
310 SF
STAIR G4-1

4.K
335 SF
STAIR 4-2
40' - 9 7/8"

ELEVATOR

ELEVATOR
747 SF
UNIT C
154' - 11 5/8"
27' - 2"
1' - 0"
60' - 6"
107' - 9 1/2" 11' - 7 1/2" 183' - 2 3/4" 35' - 3 3/4"
4' - 2 1/2" 296' - 3" 36' - 7 1/4"
51' - 8 1/2" 2' - 11 3/4" 45' - 7 3/4" 55' - 3 1/2"
155' - 7 1/2"
332' - 10 1/4"
18' - 3" 24' - 0" 18' - 3"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-4
RE4

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A4-1.5
RE-4 - LEVEL 5

FLOOR PLAN

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-4 - LEVEL 5 FLOOR PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE

ELEVATOR

FIRE WALL

4.A

4.J

4.1 4.5

4.B

4.C

4.D

4.E

4.F

4.G

4.H

4.2 4.3 4.4
1 A4-2.2
1 A4-2.1
1 A4-2.3
1 A4-2.0
1 A4-3.0
GARAGE STAIR G4-2
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
STAIR 4-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
GARAGE STAIR G4-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS

4.K

LOWER ROOF

ELEVATOR

ELEVATOR
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-4
RE4

EBL & S

DEVELOPMENT
1/16" = 1'-0"
2013-10187
11/20/14
A4-1.6
RE-4 - ROOF
PLAN

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-4 - ROOF PLAN
0' 8' 16' 32' 64'

DESCRIPTION DATE

- INTERIOR ROUTES OF TRAVEL TO COMPLY WITH CBC 1119A AND 1120A AND 1130A. - ALL UNITS ARE ACCESSIBLE
- ALL RESIDENTIAL UNIT KITCHENS SHALL COMPLY WITH CBC 1133A - ALL RESIDENTIAL UNIT BATHING AND TOILET FACILITIES TO COMPLY WITH CBC 1134A.

WHERE (2) BATHROOMS ARE PROVIDED BATHROOMS TO COMPLY WITH 1134A.2 - OPTION 2.

ALL BUILDINGS SHALL BE EQUIPPED WITH AUTOMATIC FIRE SPRINKLERS PER CBC SECTION 903 INCLUDING FIRE ALARM AND DETECTION SYSTEM IN FULL COMPLIANCE WITH CBC SECTION 907. FIRE SPRINKLERS SHALL BE FULL NFPA 13 SYSTEMS.

RESIDENTIAL PARKING REQUIREMENTS PER APPROVED STATION PARK GREEN SPECIFIC PLAN.

FOR COMPLETE ANALYSIS OF REQUIRED AND PROVIDED PARKING, SEE CONSTRUCTION AND GRADING ACTIVITIES: MONDAY- FRIDAY 7:00AM-7:00PM.

INTERIOR CONSTRUCTION ACTIVITIES THAT DO NOT GENERATE ANY AUDIBLE NOISE IMPACTS AT RESIDENTIAL PROPERTIES ARE ALLOWED ON SATURDAYS BETWEEN 9:00AM - 5:00PM.

THE FOLLOWING ITEMS ARE DESIGN BUILD SYSTEMS AND WILL BE A DEFERRED SUBMITTAL BY THE CONTRACTOR AT A LATER DATE.

SUBMITTAL DOCUMENT FOR DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE

ARCHITECT OR ENGINEER OF RECORD, WHO WILL REVIEW THEM AND FORWARD THEM TO THE

BUILDING OFFICIAL WITH NOTATION INDICATING THAT DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING.

THE SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.

1. STEEL AND PRECAST STAIRS 6. STOREFRONT

2. ROOF TRUSSES 7. POOL/SPA & SURROUNDING FENCES

3. PROJECT AND EXIT SIGNAGE 8. UNDERGROUND FIRE SERV ICE

4. FIRE ALARM 9. ELEVATOR

5. FIRE PROTECTION (SPRINKLERS) 10. FIRESTOPPING UL ASSEMBLIES

FIRE RESISTANCE (TYPE VA)
- BEARING WALLS
- NON-BEARING WALLS
- STRUCTURAL FRAME
- UNIT TO UNIT FIRE BARRIERS
- FIRE WALLS
- PERMANENT PARTITIONS
- ELEVATOR LOBBIES
- SHAFT ENCLOSURES (3-STORIES OR LESS)
- SHAFT ENCLOSURES (4-STORIES OR PENETRATING

PODIUM/GARAGE OCCUPANCY SEPARATION
- MAINTANCE EQUIP./STORAGE
1-HOUR

NON RATED
1-HOUR
1-HOUR
2-HOUR W/ 90 MIN DOORS
1-HOUR
1-HOUR W/ 20 MIN DOORS
1-HOUR
2-HOUR
1-HOUR

FIRE RESISTANCE (TYPE IA)
- BEARING WALLS (EXTERIOR)
- BEARING WALLS (INTERIOR)
- NON BEARING WALLS
- STRUCTURAL FRAME
- PERMANENT PARTITIONS
- SHAFT WALLS THRU PODIUM
- TRASH ROOMS
- ELEVATOR MACHINE ROOM
- ELEVATOR LOBBIES
- GAS METER ROOM
- ELECTRICAL ROOM
- STORAGE ROOM
- OFFICE
- PODIUM SLAB OCCUPANCY SEPARATION
3-HOUR
3-HOUR
1-HOUR LESS THEN 10 FT
3-HOUR
1-HOUR
2-HOUR
2-HOUR W/ 90 MIN. DOORS
1-HOUR

NON RATED
1-HOUR
1-HOUR
1-HOUR
1-HOUR
3-HOUR
OCCUPANCY SEPARATIONS (TABLE 508.4)
(HORIZONTAL)
R-2 / A-3, B, M 3-HOUR*
UNIT / UNIT (R-2/ R-2) 1-HOUR
* REQ'D. 1-HOUR RATING IS SUPERSEDED BY
REQUIREMENTS OF 509.2, SINCE THE HORZ.

SEPARATION IN QUESTION ALLOWS THE

BUILDINGS ABOVE AND BELOW THE SEPARATION

TO BE CONSIDERED AS SEPARATE AND DISTINCT
BUILDINGS.

NOTE: ALL BUILDINGS ARE EQUIPPED WITH

AUTOMATIC SPRINKLER SYSTEMS IN
ACCORDANCE WITH 903.3.1.1

OCCUPANCY CLASSIFICATION

USE OCCUPANCY
PARKING GARAGE: S-2
RESIDENTIAL: R-2
LEASING: B
AMENITIES: A-3
RETAIL: M
STORAGE: S-2
TRASH ROOM: S-2
ELECTRICAL ROOM: S-2
FAN ROOM: N/A
BICYCLE STORAGE: S-2
TENANT STORAGE: S-2

FIRE RESISTANCE (TYPE IIIA)
- BEARING WALLS
- NON-BEARING WALLS
- STRUCTURAL FRAME
- UNIT TO UNIT FIRE BARRIERS
- FIRE WALLS
- PERMANENT PARTITIONS
- ELEVATOR LOBBIES
- SHAFT ENCLOSURES (3-STORIES OR LESS)
- SHAFT ENCLOSURES (4-STORIES OR PENETRATING

PODIUM/GARAGE OCCUPANCY SEPARATION
- MAINTANCE EQUIP./STORAGE
2-HOUR

NON RATED
2-HOUR
1-HOUR
3-HOUR W/ 180 MIN DOORS
1-HOUR
1-HOUR W/ 20 MIN DOORS
1-HOUR
2-HOUR
1-HOUR
/1 A0-2.0
USE & OCCUPANCY (CHP. 3)
A-3, B, M, R-2, S-2
BUILDING AREA (SECTION 503)

GARAGE (TYPE IA)
ALLOWABLE: UNLIMITED
ACTUAL: SEE A0-2.1

RETAIL/ OFFICE (TYPE IA)
ALLOWABLE: UNLIMITED
ACTUAL: SEE A0-2.1

RESIDENCE (TYPE VA)
ALLOWABLE: PER CALCULATIONS, SEE A0-2.1
ACTUAL: SEE A0-2.1
BUILDING HEIGHT: SECTION 504

GARAGE (TYPE IA)
ALLOWABLE: UNLIMITED
ACTUAL: 5 STORIES, SEE BLDG. ELEVATIONS FOR HEIGHT

RETAIL/ OFFICE (TYPE IA)
ALLOWABLE: UNLIMITED
ACTUAL: 1 STORY

RESIDENCE (TYPE VA)
ALLOWABLE: 4 STORIES, 60' (W/ AUTOMATIC SPRINKLER IN CREASE PER 504.2) ACTUAL: 4 STORIES, SEE BLDG. ELEVATIONS FOR HEIGHT
TYPE OF CONSTRUCTION (CHP. 6)

GARAGE TYPE IA

RETAIL/ OFFICE TYPE IA

RESIDENCE TYPE VA
NARRATIVE:

BUILDING MU-1 IS A MIXED OCCUPANCY BUILDING COMPRISED OF A TYPE IA 5-STORY GARAGE CORE

WITH A COMBINATION OF RETAIL, RESTAURANT, AMENITY AND OFFICE SPACE OF TYPE IA CONSTRUCTION ON THE GROUND FLOOR SEPARATED BY A 3-HOUR HORIZONTAL SEPARATION (THE LEVEL 2 FLOOR- CEILING ASSEMBLY) FROM 4 STORIES OF TYPE VA RESIDENTIAL UNITS ABOVE.

AUTOMATIC FIRE SPRINKLERS ARE USED TO ALLOW BOTH HEIGHT AND AREA INCREASES FOR THE TYPE VA PORTION IN ACCORDANCE WITH SECTION 504.2.

ALL RESIDENTIAL UNITS AND THE CIRCULATION SPACES SERVING THEM ARE ACCESSIBLE PER CBC CHP. 11A. ALL NON-RESIDENTIAL SPACES ARE ACCESSIBLE PER CBC CHP. 11B. 3-HR RATED FIRE WALLS ARE USED TO SEPARATE THE GARAGE FROM THE SURROUNDING TYPE VA

RESIDENCE AS WELL AS TO SUBDIVIDE THE RESIDENCE INTO ALLOWABLE AREAS IN COMPLIANCE WITH TABLE 503.

USE & OCCUPANCY (CHP. 3)
A-3, R-2, S-2
BUILDING AREA (SECTION 503)

GARAGE (TYPE IA)
ALLOWABLE: UNLIMITED
ACTUAL: SEE A0-2.2

AMENITIES (TYPE IIIA)
ALLOWABLE: PER CALCULATIONS, SEE A0-2.2
ACTUAL: SEE A0-2.2

RESIDENCE (TYPE IIIA)
ALLOWABLE: PER CALCULATIONS, SEE A0-2.2
ACTUAL: SEE A0-2.2
BUILDING HEIGHT: SECTION 504

GARAGE (TYPE IA)
ALLOWABLE: UNLIMITED
ACTUAL: 5 STORIES, SEE BLDG. ELEVATIONS FOR HEIGHT

RESIDENCE (TYPE IIIA)
ALLOWABLE: 5 STORIES, 85' (W/ AUTOMATIC SPRINKLER IN CREASE PER 504.2) ACTUAL: 5 STORIES, SEE BLDG. ELEVATIONS FOR HEIGHT
TYPE OF CONSTRUCTION (CHP. 6)

GARAGE TYPE IA

RESIDENCE TYPE IIIA
NARRATIVE:

BUILDING RE-2 IS A MIXED OCCUPANCY BUILDING COMPRISED OF A TYPE IA 5-STORY GARAGE CORE WRAPPED BY A 5 STORY TYPE IIIA MULTI-FAMILY RESIDENCE.

AUTOMATIC FIRE SPRINKLERS ARE USED TO ALLOW A HEIGHT INCREASE FOR THE TYPE IIIA PORTION IN ACCORDANCE WITH SECTION 504.2.

TYPE IIIA RESIDENCE AS WELL AS TO SUBDIVIDE THE RESIDENCE INTO ALLOWABLE AREAS IN COMPLIANCE WITH TABLE 503.

USE & OCCUPANCY (CHP. 3)
A-3, R-2, S-2
BUILDING AREA (SECTION 503)

GARAGE (TYPE IA)
ALLOWABLE: UNLIMITED
ACTUAL: SEE A0-2.3

AMENITIES (TYPE IIIA)
ALLOWABLE: PER CALCULATIONS, SEE A0-2.3
ACTUAL: SEE A0-2.3

RESIDENCE (TYPE IIIA)
ALLOWABLE: PER CALCULATIONS, SEE A0-2.3
ACTUAL: SEE A0-2.3
BUILDING HEIGHT: SECTION 504

GARAGE (TYPE IA)
ALLOWABLE: UNLIMITED
ACTUAL: 5 STORIES, SEE BLDG. ELEVATIONS FOR HEIGHT

RESIDENCE (TYPE IIIA)
ALLOWABLE: 5 STORIES, 85' (W/ AUTOMATIC SPRINKLER IN CREASE PER 504.2) ACTUAL: 5 STORIES, SEE BLDG. ELEVATIONS FOR HEIGHT
TYPE OF CONSTRUCTION (CHP. 6)

GARAGE TYPE IA

RESIDENCE TYPE IIIA
NARRATIVE:

BUILDING RE-3 IS A MIXED OCCUPANCY BUILDING COMPRISED OF A TYPE IA 5-STORY GARAGE CORE WRAPPED BY A 5 STORY TYPE IIIA MULTI-FAMILY RESIDENCE.

AUTOMATIC FIRE SPRINKLERS ARE USED TO ALLOW A HEIGHT INCREASE FOR THE TYPE IIIA PORTION IN ACCORDANCE WITH SECTION 504.2.

IIIA RESIDENCE AS WELL AS TO SUBDIVIDE THE RESIDENCE INTO ALLOWABLE AREAS IN COMPLIANCE WITH TABLE 503.

USE & OCCUPANCY (CHP. 3)
R-2, S-2
BUILDING AREA (SECTION 503)

GARAGE (TYPE IA)
ALLOWABLE: UNLIMITED
ACTUAL: SEE A0-2.4

AMENITIES (TYPE IIIA)
ALLOWABLE: PER CALCULATIONS, SEE A0-2.4
ACTUAL: SEE A0-2.4

RESIDENCE (TYPE IIIA)
ALLOWABLE: PER CALCULATIONS, SEE A0-2.4
ACTUAL: SEE A0-2.4
BUILDING HEIGHT: SECTION 504

GARAGE (TYPE IA)
ALLOWABLE: UNLIMITED
ACTUAL: 5 STORIES, SEE BLDG. ELEVATIONS FOR HEIGHT

RESIDENCE (TYPE IIIA)
ALLOWABLE: 5 STORIES, 85' (W/ AUTOMATIC SPRINKLER IN CREASE PER 504.2) ACTUAL: 5 STORIES, SEE BLDG. ELEVATIONS FOR HEIGHT
TYPE OF CONSTRUCTION (CHP. 6)

GARAGE TYPE IA

RESIDENCE TYPE IIIA
NARRATIVE:

BUILDING RE-4 IS A MIXED OCCUPANCY BUILDING COMPRISED OF A TYPE IA 5-STORY GARAGE CORE WRAPPED BY A 5 STORY TYPE IIIA MULTI-FAMILY RESIDENCE.

AUTOMATIC FIRE SPRINKLERS ARE USED TO ALLOW A HEIGHT INCREASE FOR THE TYPE IIIA PORTION IN ACCORDANCE WITH SECTION 504.2.

TYPE IIIA RESIDENCE AS WELL AS TO SUBDIVIDE THE RESIDENCE INTO ALLOWABLE AREAS IN COMPLIANCE WITH TABLE 503.

OCCUPANCY SEPARATION (TABLE 508.4)
(VERTICAL)
UNIT / UNIT (R-2/ R-2) 1-HOUR
A-3 / R-2 1-HOUR
B/ R-2 1-HOUR
B/ M/ A-3 1-HOUR
S-2/ A-3 3-HOUR**
S-2/ B 3-HOUR**
S-2/ M 3-HOUR**
S-2 / R-2 3-HOUR**
** REQ'D. 1-HOUR RATING IS SUPERSEDED BY
REQUIREMENTS OF TABLE 602, SINCE THE

SEPARATION WALL (FIRE WALL) IN QUESTION

IS A LOAD BEARING WALL OF A TYPE IA
STRUCTURE (PARKING GARAGE).

SECTION 708.13 - REFUSE AND LAUNDRY CHUTES
(LAUNDRY CHUTES NOT PROVIDED. REFUSE AND RECYCLING ONLY) 708.13.1 REFUSE AND LAUNDRY CHUTE ENCLOSURES - "Openings into the shaft, including those from access rooms and termination rooms, shall be protected... Openings into chutes shall not be located in corridors."
708.13.3 REFUSE AND LAUNDRY CHUTE ACCESS ROOMS - "Access openings... shall be located in rooms or compartments enclosed by not less than 1-hour fire barriers... or horizontal assemblies. Openings... shall be protected by opening protectives... of not less than 3/4-hour." 708.13.4 TERMINATION ROOM - "Refuse and laundry chutes shall discharge into an enclosed room separated from the remainder of the building by not less than 1-hour fire barriers... or horizontal assemblies.

Openings... shall be protected by opening protectives... of not less than 3/4-hour." 708.13.6 AUTOMATIC SPRINKLER SYSTEM - "An approved automatic sprinkler system shall be installed in accordance with Section 903.2.11.2."
SNAPSHOT:

TABULAR ALLOWABLE AREA (At) = 24,000 SF (NOTE: (At) = (Aa) NO AREA MODIFICATIONS ARE

APPLIED)
TOTAL ALLOWABLE BUILDING AREA = (Aa)x2 (48,000 SF W/ MODIFICATION PER SEC 506.4.1) ALLOWABLE AREA PER FLOOR = 48,000/5 = 9,600 SF
NUMBER OF STORIES = 4 (5 W/ MODIFICATION PER SEC 504)
HEIGHT IN FEET = 65' ( 85' W/ MODIFICATION PER SEC 504) SECTON 503 - GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SEC 503.1.2 BUILDINGS ON SAME LOT - "Two or more buildings on the same lot shall be regulated as separate buildings or shall be considered as portions of one building..." THE GARAGE AND RESIDENCE

PORTIONS ARE OF DIFFERENT CONSTRUCTION TYPES AND SHALL BE REGULATED AS SEPARATE BUILDINGS.

TABLE 503 - ALLOWABLE BUILDING HEIGHTS AND AREAS
TYPE IIIA, R-2 OCCUPANCY GROUP: 4 STORIES, 65' HEIGHT & At = 24,000 SF.

SECTION 504 - BUILDING HEIGHT
SEC 504.2 AUTOMATIC SPRINKLER SYSTEM INCREASE - "Where a building is equipped throughout with an automatic sprinkler system... maximum building height is increased by 20 feet and the maximum number of stories is increased by one. In other than Group... R occupancies... these increases are permitted in addition with Section 506.3" AUTOMATIC SPRINKLER SYSTEM INCREASE IS APPLIED TO BUILDING

HEIGHT AND MAY NOT BE USED TO ALLOW AN AREA INCREASE SINCE THE BUILDING IS OF TYPE IIIA CONSTRUCTION.

SECTION 506 - BUILDING AREA MODIFICATIONS
SEC 506.2 FRONTAGE INCREASE - NOT USED
SEC 506.3 AUTOMATIC SPRINKLER SYSTEM INCREASE - USED FOR HEIGHT INCREASE SEC 506.4 (506.4.1) SINGLE OCCUPANCY BUILDINGS WITH MORE THAN ONE STORY - "For Group... R occupancies... the total allowable area of a single occupancy building with more than one story above grade plane shall be determined by multiplying the allowable area per story (Aa)... by the number of stories above grade plan as listed below: 1. For buildings with two or more stories above grade plane, multiply by 2; 2. No Story shall exceed the allowable building area per story (Aa) as determined in Section 506.1..." TOTAL ALLOWABLE BUILDING AREA IS CALCULATED AS 2x(Aa).

Aa = [At + (At x If) + (At x Is)]
Aa = 24,000 SF + (24,000 SF x 0) + (24,000 SF x 0)]
Aa = 24,000 SF
(Aa)x2 = 48,000 SF
SECTION 508 - MIXED USE AND OCCUPANCY
SEC 508.2 ACCESSORY OCCUPANCIES - "Accessory occupancies are those occupancies that are ancilary to the main occupancy of the building or portion thereof." SEE SHEETS A0-3.X FOR OCCUPANCY CLASSIFICATIONS OF INDIVIDUAL SPACES, CALCULATION OF ACCESSORY (508.2) AND INCIDENTAL ACCESSORY OCCUPANCIES (508.2.5)
SEC 508.2.1 AREA LIMITATIONS - "Aggregate accessory occupancies shall not occupy more than 10 percent of the building area of the story in which they are located..." SEC 508.2.5 SEPARATION OF INCIDENTAL ACCESSORY OCCUPANCIES - "The incidental accessory occupancies listed in Table 508.2.5 shall be separated from the remained of the building or equipped with an automatic fire-extinguishing system, or both, in accordance with Table 508.2.5" SEC 508.4 SEPARATED OCCUPANCIES - SEE "OCCUPANCY SEPARATIONS," THIS SHEET.

SECTION 509.5 - GROUP R-1 AND R-2 BUILDINGS OF TYPE IIIA CONSTRUCTION

NOT USED
SECTION 602 - CONSTRUCTION CLASSIFICATION
TABLE 601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS - SEE "FIRE- RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601)," THIS SHEET.

SECTION 706 - FIRE WALLS
SEC 706.1 GENERAL - "Each portion of a building separated by one or more fire walls that comply with the provisions of this section shall be considered a separate building." THE S-2 GARAGE BUILDING IS SEPARATED FROM THE R-2 RESIDENCE BUILDING BY FIRE WALLS WHICH ARE ALSO LOAD- BEARING WALLS AND HAVE A 3-HOUR FIRE-RESISTANCE RATING IN ORDER TO MEET THE REQUIREMENTS OF TABLE 602. ADDITIONALLY, THE R-2 PORTIONS OF THE BUILDING ARE SUBDIVIDED BY FIRE WALLS TO CREATE SEPARATE "BUILDINGS." SECTION 706.2 STRUCTURAL STABILITY - "Fire Walls shall have sufficient structural stability under fire conditions to allow collapse of construction on either side without collapse..." SEC 706.5 HORIZONTAL CONTINUITY - "Fire Walls shall be continuous from exterior wall to exterior wall...

Exceptions: 3. Fire Walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing where the building on each side of the fire wall is protected by an automatic sprinkler system..." BUILDINGS SHALL BE PROTECTED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER

SYSTEM AND FIRE WALLS SHALL TERMINATE AT THE INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING.

SEC 706.6 VERTICAL CONTINUITY - "Fire Walls shall extend from the foundation to a termination point at least 30 inches above both adjacent roofs. Exceptions: 4. In buildings of Type III, IV, and V construction, walls shall be permitted to terminate at the underside of combustible roof sheathing or decks, provided..."

FIRE WALLS SHALL TERMINATE AT THE UNDERSIDE OF COMBUSTIBLE ROOF SHEATHING IN COMPLIANCE WITH EXCEPTION 4.

SECTION 706.8 OPENINGS - "Each opening through a Fire Wall shall be protected in accordance with Section 715.4 and shall not exceed 156 square feet. The aggregate width of openings at any floor level shall not exceed 25% of the length of the wall."
SECTION 707 - FIRE BARRIERS
SEC 707.3.1 SHAFT ENCLOSURES - see 708.4
SEC 707.3.2 EXIT ENCLOSURES - see 1022.1
SEC 707.3.3 EXIT PASSAGEWAY - see 1023.3
SEC 707.3.4 HORIZONTAL EXIT - N/A
SEC 707.3.5 ATRIUMS - N/A
SEC 707.3.6 INCIDENTAL ACCESSORY OCCUPANCIES - see 508.2.5 SEC 707.6 OPENINGS - "Openings in a fire barrier shall be protected in accordance with Section 715.

Openings in a fire barrier shall be limited to a maximum aggregate width of 25% of the length of the wall and the maximum area of any single opening shall not exceed 156 sf. Openings in exit enclosures and exit passageways shall also comply with Sections 1022.3 and 1023.5, respectively." SEC 708 (708.2) SHAFT ENCLOSURES - "Openings through a floor/ceiling assembly shall be protected by a shaft enclosure complying with this section."
SECTION 903 - AUTOMATIC SPRINKLER SYSTEMS
SEC 903.3.1.1 NFPA 13 SPRINKLER SYSTEMS - "Where the provisions of this code require that a building or portion thereof be equipped throughout with an automatic sprinkler system in accordance with this section, sprinklers shall be installed throughout in accordance with NFPA 13..." ALL BUILDINGS WILL BE EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEMS PER NFPA 13.

SNAPSHOT:

TABULAR ALLOWABLE AREA (At) = UNLIMITED
TOTAL ALLOWABLE BUILDING AREA = UNLIMITED
ALLOWABLE AREA PER FLOOR = UNLIMITED
NUMBER OF STORIES = UNLIMITED
HEIGHT IN FEET = UNLIMITED
SECTION 406 - MOTOR-VEHICLE RELATED OCCUPANCIES
SEC 406.2.1 CLASSIFICATION - "Parking garages shall be classified as either open... or enclosed..." GARAGES ARE ENCLOSED PER SEC 406.4.

SEC 406.2.2 CLEAR HEIGHT - "The clear height of each floor level in vehicle and pedestrian traffic areas shall... comply with Chapter 11A or Chapter 11B, as applicable." SEC 406.2.5 RAMPS - "Vehicle ramps shall not be considered as required exits unless pedestrian facilities are provided. Vehicle ramps that are utilized for vertical circulation as well as for parking shall not exceed a slope of 1:15 (6.67%)"
SEC 406.2.6 FLOOR SURFACE - "Parking surfaces shall be of concrete or similar... The area of floor used for parking of automobiles... shall be sloped... Exceptions: 2. Floors of S-2 parking garages shall not be required to have a sloped surface." GARAGE FLOORS WILL BE SLOPED TO CREATE RAMPS AS ALLOWED IN SEC 406.2.5. SOME FLOOR ARES WILL BE FLAT.

SEC 406.2.7 MIXED OCCUPANCY SEPARATION - "Parking garages shall be separated from other occupancies in accordance with Section 508.1" TABLE 508.4 WOULD ONLY REQUIRE A 1-HOUR FIRE- RATED SEPARATION BETWEEN AN S-2 GARAGE AND B, M OR R-2 OCCUPANCIES (WITH FIRE SPRINKLERS). PARKING GARAGE WALLS SHALL HAVE A 3-HOUR FIRE RESISTANCE RATING TO MEET THE MORE STRINGENT REQUIREMENTS OF TABLE 602.

SEC 406.4 ENCLOSED PARKING GARAGES - BUILDINGS WILL BE CLASSIFIED AS ENCLOSED

PARKING GARAGE AND COMPLY WITH THE REQUIREMENTS OF THIS SECTION, INCLUDING THE USE OF THE PERMITTED ROOF PARKING (406.4.1) AND THE PROVISION OF MECHANICAL VENTILATION (406.4.2).

SECTON 503 - GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SEC 503.1.2 BUILDINGS ON SAME LOT - "Two or more buildings on the same lot shall be regulated as separate buildings or shall be considered as portions of one building..." THE GARAGE AND RESIDENCE

PORTIONS ARE OF DIFFERENT CONSTRUCTION TYPES AND SHALL BE REGULATED AS SEPARATE BUILDINGS.

TABLE 503 - ALLOWABLE BUILDING HEIGHTS AND AREAS
TYPE IA, S-2 OCCUPANCY GROUP: UNLIMITED BUILDING HEIGHT, NUMBER OF STORIES AND AREA SECTION 506 - BUILDING AREA MODIFICATIONS

NOT USED
SECTION 508 - MIXED USE AND OCCUPANCY
SEC 508.2 ACCESSORY OCCUPANCIES - "Accessory occupancies are those occupancies that are ancilary to the main occupancy of the building or portion thereof." SEE SHEETS A0-3.X FOR OCCUPANCY CLASSIFICATIONS OF INDIVIDUAL SPACES, CALCULATION OF ACCESSORY (508.2) AND INCIDENTAL ACCESSORY OCCUPANCIES (508.2.5)
SEC 508.2.1 AREA LIMITATIONS - "Aggregate accessory occupancies shall not occupy more than 10 percent of the building area of the story in which they are located..." SEC 508.2.5 SEPARATION OF INCIDENTAL ACCESSORY OCCUPANCIES - "The incidental accessory occupancies listed in Table 508.2.5 shall be separated from the remained of the building or equipped with an automatic fire-extinguishing system, or both, in accordance with Table 508.2.5" SEC 508.4 SEPARATED OCCUPANCIES - SEE "OCCUPANCY SEPARATIONS," THIS SHEET.

SECTION 602 - CONSTRUCTION CLASSIFICATION
TABLE 601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS - THE PRIMARY

STRUCTURAL FRAME, EXTERIOR AND INTERIOR BEARING WALLS FOR A TYPE IA BUILDING MUST HAVE A 3-HOUR FIRE-RESISTANCE RATING. THIS INCLUDES THE PERIMETER WALL OF THE GARAGE. OPENINGS IN SUCH WALLS WILL BE LIMITED PER SECTION 706.8 AND PROTECTED PER 715.4. ALSO SEE "FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601)," THIS SHEET.

SEC 706.2 STRUCTURAL STABILITY - "Fire Walls shall have sufficient structural stability under fire conditions to allow collapse of construction on either side without collapse..." SEC 706.5 HORIZONTAL CONTINUITY - "Fire Walls shall be continuous from exterior wall to exterior wall...

SYSTEM AND FIRE WALLS SHALL TERMINATE AT THE INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING.

FIRE WALLS SHALL TERMINATE AT UNDERSIDE OF COMBUSTIBLE ROOF SHEATHING IN COMPLIANCE WITH EXCEPTION 4.

SEC 706.8 OPENINGS - "Each opening through a Fire Wall shall be protected in accordance with Section 715.4 and shall not exceed 156 square feet. The aggregate width of openings at any floor level shall not exceed 25% of the length of the wall."
SECTION 707 - FIRE BARRIERS
SEC 707.3.1 SHAFT ENCLOSURES - see 708.4
SEC 707.3.2 EXIT ENCLOSURES - see 1022.1
SEC 707.3.3 EXIT PASSAGEWAY - see 1023.3
SEC 707.3.4 HORIZONTAL EXIT - N/A
SEC 707.3.5 ATRIUMS - N/A
SEC 707.3.6 INCIDENTAL ACCESSORY OCCUPANCIES - see 508.2.5 SEC 707.6 OPENINGS - "Openings in a fire barrier shall be protected in accordance with Section 715.

Openings in a fire barrier shall be limited to a maximum aggregate width of 25% of the length of the wall and the maximum area of any single opening shall not exceed 156 sf. Openings in exit enclosures and exit passageways shall also comply with Sections 1022.3 and 1023.5, respectively." SEC 708 (708.2) SHAFT ENCLOSURES - "Openings through a floor/ceiling assembly shall be protected by a shaft enclosure complying with this section."
SECTION 903 - AUTOMATIC SPRINKLER SYSTEMS
SEC 903.2.10 GROUP S-2 ENCLOSED PARKING GARAGES - "An automatic sprinkler system shall be provided throughout buildings... as follows: 1. Where the fire area of the enclosed parking garage exceeds 12,000 s.f." SEE SHEETS A0-2.X FOR BUILDING FLOOR AREAS SEC 903.3.1.1 NFPA 13 SPRINKLER SYSTEMS - "Where the provisions of this code require that a building or portion thereof be equipped throughout with an automatic sprinkler system in accordance with this section, sprinklers shall be installed throughout in accordance with NFPA 13..." ALL BUILDINGS WILL BE EQUIPPED THROUGHOUT WITH AUTOMATIC SPRINKLER SYSTEMS PER NFPA 13.

SNAPSHOT:

TABULAR ALLOWABLE AREA (At) = 12,000 SF
ALLOWABLE AREA PER STORY (Aa) = 36,000 SF ( W/ MODIFICATION PER SEC 506.2) TOTAL ALLOWABLE BUILDING AREA (Aa)x2 = 72,000 SF (W/ MODIFICATION PER SEC 506.4.1) ALLOWABLE AREA PER FLOOR = 72,000/4 = 18,000 SF
NUMBER OF STORIES = 3 (4 W/ MODIFICATION PER SEC 504)
HEIGHT IN FEET = 50' ( 60' W/ MODIFICATION PER SEC 504) SECTON 503 - GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SEC 503.1.2 BUILDINGS ON SAME LOT - "Two or more buildings on the same lot shall be regulated as separate buildings or shall be considered as portions of one building..." THE GARAGE AND RESIDENCE

PORTIONS ARE OF DIFFERENT CONSTRUCTION TYPES AND SHALL BE REGULATED AS SEPARATE BUILDINGS.

TABLE 503 - ALLOWABLE BUILDING HEIGHTS AND AREAS
TYPE VA, R-2 OCCUPANCY GROUP: 4 STORIES, 60' HEIGHT & At = 12,000 SF.

SECTION 504 - BUILDING HEIGHT
SEC 504.2 AUTOMATIC SPRINKLER SYSTEM INCREASE - "Where a building is equipped throughout with an automatic sprinkler system... maximum building height is increased by 20 feet and the maximum number of stories is increased by one. For Group R-2 buildings of Type VA construction equipped throughout with an automatic sprinkler system... the value specified in Table 503... shall not exceed 60 feet or four stories." AUTOMATIC SPRINKLER SYSTEM INCREASE IS APPLIED TO BOTH BUILDING HEIGHT AND ALLOWABLE AREA.

SECTION 506 - BUILDING AREA MODIFICATIONS
SEC 506.2 FRONTAGE INCREASE - NOT USED
SEC 506.3 AUTOMATIC SPRINKLER SYSTEM INCREASE - USED FOR HEIGHT AND AREA

INCREASES
SEC 506.4 (506.4.1) SINGLE OCCUPANCY BUILDINGS WITH MORE THAN ONE STORY - "For Group...

R occupancies... the total allowable area of a single occupancy building with more than one story above grade plane shall be determined by multiplying the allowable area per story (Aa)... by the number of stories above grade plan as listed below: 1. For buildings with two or more stories above grade plane, multiply by 2; 2. No Story shall exceed the allowable building area per story (Aa) as determined in Section 506.1..." TOTAL ALLOWABLE BUILDING AREA IS CALCULATED AS 2x(Aa).

Aa = [At + (At x If) + (At x Is)]
Aa = 12,000 SF + (12,000 SF x 0) + (12,000 SF x 2)]
Aa = 36,000 SF
(Aa)x2 = 72,000 SF
SECTION 508 - MIXED USE AND OCCUPANCY
SEC 508.2 ACCESSORY OCCUPANCIES - "Accessory occupancies are those occupancies that are ancilary to the main occupancy of the building or portion thereof." SEE SHEETS A0-3.X FOR OCCUPANCY CLASSIFICATIONS OF INDIVIDUAL SPACES, CALCULATION OF ACCESSORY (508.2) AND INCIDENTAL ACCESSORY OCCUPANCIES (508.2.5)
SEC 508.2.1 AREA LIMITATIONS - "Aggregate accessory occupancies shall not occupy more than 10 percent of the building area of the story in which they are located..." SEC 508.2.5 SEPARATION OF INCIDENTAL ACCESSORY OCCUPANCIES - "The incidental accessory occupancies listed in Table 508.2.5 shall be separated from the remaineder of the building or equipped with an automatic fire-extinguishing system, or both, in accordance with Table 508.2.5" SEC 508.4 SEPARATED OCCUPANCIES - SEE "OCCUPANCY SEPARATIONS," THIS SHEET.

SECTION 509 - SPECIAL PROVISIONS
SEC 509.2 HORIZONTAL BUILDING SEPARATION ALLOWANCE - "A building shall be considered as separate and distinct buildings for the purpose of determining area limitations, continuity of fire walls, limitation of number of stories and type of construction..." A HORIZONTAL ASSEMBLY (CONCRETE PODIUM) HAVING A 3-HOUR FIRE RESISTANCE RATING WILL BE PROVIDED BETWEEN THE TYPE VA, GROUP R-2 BUILDING AND THE TYPE IA, GROUPS A-3, B & M (MIXED USE) BUILDING BELOW.

THE BUILDING BELOW THE HORIZONTAL ASSEMBLY IS NO MORE THAN ONE STORY ABOVE GRADE PLANE. SHAFT, STAIRWAY, RAMP AND ESCALATOR ENCLOSURES THROUGH THE HORIZONTAL ASSEMBLY SHALL HAVE NOT LESS THAN A 2-HOUR FIRE-RESISTANCE RATING WITH OPENING PROTECTIVES PER SEC 715.4. THE BUILDINGS ABOVE AND BELOW THE

HORIZONTAL ASSEMBLY SHALL BE PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1.

SECTION 602 - CONSTRUCTION CLASSIFICATION
TABLE 601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS - SEE "FIRE- RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601)," THIS SHEET.

SPRINKLER SYSTEM AND FIRE WALLS SHALL TERMINATE AT THE INTERIOR SURFACE OF NONCOMBUSTIBLE EXTERIOR SHEATHING.

FIRE WALLS SHALL TERMINATE AT THE UNDERSIDE OF COMBUSTIBLE ROOF SHEATHING IN COMPLIANCE WITH EXCEPTION 4.

SNAPSHOT:

TABULAR ALLOWABLE AREA (At) = UNLIMITED
TOTAL ALLOWABLE BUILDING AREA = UNLIMITED
ALLOWABLE AREA PER FLOOR = UNLIMITED
NUMBER OF STORIES = UNLIMITED
HEIGHT IN FEET = UNLIMITED
SECTON 503 - GENERAL BUILDING HEIGHT AND AREA LIMITATIONS SEC 503.1.2 BUILDINGS ON SAME LOT - "Two or more buildings on the same lot shall be regulated as separate buildings or shall be considered as portions of one building..." THE GARAGE AND RESIDENCE

PORTIONS ARE OF DIFFERENT CONSTRUCTION TYPES AND SHALL BE REGULATED AS SEPARATE BUILDINGS.

TABLE 503 - ALLOWABLE BUILDING HEIGHTS AND AREAS
TYPE IA, A-3, B & M OCCUPANCY GROUP: UNLIMITED BUILDING HEIGHT, NUMBER OF STORIES

AND AREA
SECTION 506 - BUILDING AREA MODIFICATIONS

NOT USED
SECTION 508 - MIXED USE AND OCCUPANCY
SEC 508.2 ACCESSORY OCCUPANCIES - "Accessory occupancies are those occupancies that are ancilary to the main occupancy of the building or portion thereof." SEE SHEETS A0-3.X FOR OCCUPANCY CLASSIFICATIONS OF INDIVIDUAL SPACES, CALCULATION OF ACCESSORY (508.2) AND INCIDENTAL ACCESSORY OCCUPANCIES (508.2.5)
SEC 508.2.1 AREA LIMITATIONS - "Aggregate accessory occupancies shall not occupy more than 10 percent of the building area of the story in which they are located..." SEC 508.2.5 SEPARATION OF INCIDENTAL ACCESSORY OCCUPANCIES - "The incidental accessory occupancies listed in Table 508.2.5 shall be separated from the remainder of the building or equipped with an automatic fire-extinguishing system, or both, in accordance with Table 508.2.5" SEC 508.4 SEPARATED OCCUPANCIES - SEE "OCCUPANCY SEPARATIONS," THIS SHEET.

ASSEMBLY SHALL BE PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1.

SECTION 602 - CONSTRUCTION CLASSIFICATION
TABLE 601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS - THE PRIMARY

SECTION 707 - FIRE BARRIERS
SEC 707.3.1 SHAFT ENCLOSURES - see 708.4
SEC 707.3.2 EXIT ENCLOSURES - see 1022.1
SEC 707.3.3 EXIT PASSAGEWAY - see 1023.3
SEC 707.3.4 HORIZONTAL EXIT - N/A
SEC 707.3.5 ATRIUMS - N/A
SEC 707.3.6 INCIDENTAL ACCESSORY OCCUPANCIES - see 508.2.5 SEC 707.6 OPENINGS - "Openings in a fire barrier shall be protected in accordance with Section 715.

THIS PROJECT SHALL COMPLY WITH ALL APPLICABLE PORTIONS OF ALL FEDERAL, STATE AND LOCAL CODES INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING:

STATION PARK GREEN SPECIFIC PLAN

STATION PARK GREEN DESIGN GUIDELINES
2013 CALIFORNIA CODE OF REGULATIONS, TITLE 24:

PART 1 - CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE PART 2 - CALIFORNIA BUILDING CODE
PART 2.5 - CALIFORNIA RESIDENTIAL BUILDING CODE
PART 3 - CALIFORNIA ELECTRICAL CODE
PART 4 - CALIFORNIA MECHANICAL CODE
PART 5 - CALIFORNIA PLUMBING CODE
PART 9 - CALIFORNIA FIRE CODE
PART 11 - CALIFORNIA GREEN BUILDING STANDARDS CODE, EXCEPTING SECTIONS LISTED BELOW:

A4.106.5.2, A4.106.5.3, A4.106.10, A4.106.10(1), TABLE A4.106.10 A4.201.1, A4.203.1.1.1, A4.203.1.1.2, A4.203.1.1.3(1), A4.203.1.1.3(4), A4.203.1.2.1, A4.203.1.2.2 A4.204.1.1.1(1), A4.204.1.1.1(1) EXCEPTION 1, A4.204.1.1.1(1) EXCEPTION 2, A4.204.1.1.1(4), A4.204.1.2.1, A4.204.1.2.1(1), A4.204.1.2.1(2), A4.204.1.2.2, A4.204.1.2.2(1), A4.204.1.2.2(2)

5.106.8 (1), 5.106.8 EXCEPTION 1, 5.410.2 EXCEPTION 4, 5.410.2.1(2), 5.410.2.2(1), (2), & (3)

5.504.5.3 EXCEPTION 1, 5.506.1, 5.506.2
A5.106.11.2.3
A5.203.1.1.1, A5.203.1.2.1, A5.203.1.2.1(1), A5.203.1.2.1(2), A5.203.1.2.2, A5.203.1.2.2(1), A5.203.1.2.2(2) A5.409.2
A5.601.2.2, A5.601.2.3, A5.601.3.2, A5.601.3.3, TABLE A5.601 SECTION A5.601 PART 12 - CALIFORINIA REFERENCE STANDARDS CODE
2010 CALIFORNIA CODE OF REGULATIONS, TITLE 24:

PART 6 - CALIFORNIA ENERGY CODE
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

EBL & S

DEVELOPMENT
12" = 1'-0"
2013-10187
11/20/14
A6-1.0

GENERAL CODE

SUMMARIES

SPAR SUBM
ITTAL

FIRE-RESISTANCE RATING REQUIREMENTS
FOR BUILDING ELEMENTS (TABLE 601) BUILDING MU-1 SUMMARY BUILDING RE-2 SUMMARY
BUILDING RE-3 SUMMARY
BUILDING RE-4 SUMMARY

DEFERRED SUBMITTALS

CONSTRUCTION IMPACT

FIRE SPRINKLER PROTECTION

OCCUPANCY CLASSIFICATIONS OCCUPANCY SEPARATIONS

REFUSE CHUTES

GENERAL ACCESSIBILITY
CBC NARRATIVE - TYPE IIIA, R-2 OCC.

CBC NARRATIVE - TYPE IA, S-2 OCC.

CBC NARRATIVE - TYPE VA, R-2 OCC.

CBC NARRATIVE - TYPE IA, A-3, B, M OCC.

PARKING REQUIREMENTS

CODE COMPLIANCE

DESCRIPTION DATE

FIRE WALL

FIRE WALL
24625 SF
GARAGE
2152 SF

RETAIL B
5462 SF

RETAIL A
4554 SF

RETAIL C
9040 SF

RETAIL D
6576 SF

RETAIL E
4412 SF

OFFICE A
6343 SF

OFFICE B
2255 SF
COMMUNITY/ REC.

ROOM
GARAGE

TYPE IA
GROUP S-2

RESIDENCE

TYPE VA
GROUP R-2

RESIDENCE

TYPE VA
GROUP R-2
RETAIL

TYPE IA

GROUP M
RETAIL

TYPE IA

GROUP M
3-HR
HORZ.

ASSY.
24478 SF
GARAGE
15301 SF

RES AREA C
14240 SF

RES AREA A
14176 SF

RES AREA B
23725 SF
GARAGE
14240 SF

RES AREA A
14930 SF

RES AREA B
15301 SF

RES AREA C
23630 SF
GARAGE
8101 SF

RES AREA A
14981 SF

RES AREA B
10386 SF

RES AREA C
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING MU-1
MU1

EBL & S

DEVELOPMENT
As indicated
2013-10187
11/20/14
A6-2.1

ALLOWABLE

FLOOR AREA

SPAR SUBM
ITTAL
1" = 30'-0" 2MU-1 - LEVEL 1 1" = 40'-0" 1MU-1 SECTION DIAGRAM TYPE IA, GROUP S-2 PARKING GARAGE
ALLOWABLE AREA PER STORY (Aa): UNLIMITED
ALLOWABLE TOTAL BUILDING AREA: UNLIMITED
TYPE IA, GROUP A-3, B AND M
ALLOWABLE AREA PER STORY (Aa): UNLIMITED
ALLOWABLE TOTAL BUILDING AREA: UNLIMITED
SECTION 508 - MIXED USE AND OCCUPANCY
LEVEL 1 OF BUILDING 1 IS CLASSIFIED AS A SEPARATED OCCUPANCY MIXED USE PER SEC 508.4 AS FOLLOWS:

COMMUNITY/ REC ROOM = A-3 OCCUPANCY
OFFICE = B OCCUPANCY
RETAIL = M OCCUPANCY
1-HR SEPARATION REQUIRED BETWEEN A-3 AND B OCCUPANCIES PER TABLE 508.4, SEE "OCCUPANCY SEPARATIONS," SHEET A0-1.0. SEPARATION BETWEEN B AND M OCCUPANCIES NOT REQUIRED.

MIXED USE CALCULATION PER CBC 508.4.2 (MODIFICATIONS PER CBC 506 NOT APPLIED)

AS ALL ALLOWABLE TABULAR AREAS IN TYPE IA CONSTRUCTION ARE UNLIMITED, MIXED USE CALCULATION DOES NOT APPLY.
1" = 30'-0" 3MU-1 - LEVEL 2-3
1" = 30'-0" 4MU-1 - LEVEL 3
1" = 30'-0" 5MU-1 - LEVEL 4-5
TYPE VA, GROUP R-2 RESIDENCE
ALLOWABLE AREA PER STORY (Aa): 12,000 SF
ALLOWABLE TOTAL BUILDING AREA: 72,000 SF (W/ SPRINKLER MODIFICATION) MODIFIED MAX. AREA PER FLOOR/AREA: 72,000/4 = 18,000 SF BUILDING MU-1 AREA PER CBC (GROUP R-2)

NAME LEVEL AREA OCCUPANCY
A
RES AREA A MU-1 - LEVEL 2 14240 SF R-2
RES AREA A MU-1 - LEVEL 3 14240 SF R-2
RES AREA A MU-1 - LEVEL 4 8101 SF R-2
RES AREA A MU-1 - LEVEL 5 8101 SF R-2
44682 SF
B
RES AREA B MU-1 - LEVEL 2 14176 SF R-2
RES AREA B MU-1 - LEVEL 3 14930 SF R-2
RES AREA B MU-1 - LEVEL 4 14981 SF R-2
RES AREA B MU-1 - LEVEL 5 14981 SF R-2
59069 SF
C
RES AREA C MU-1 - LEVEL 2 15301 SF R-2
RES AREA C MU-1 - LEVEL 3 15301 SF R-2
RES AREA C MU-1 - LEVEL 4 10386 SF R-2
RES AREA C MU-1 - LEVEL 5 10386 SF R-2
51375 SF
BUILDING MU-1 AREA PER CBC (MIXED USE)

NAME LEVEL AREA OCCUPANCY
COMMUNITY/ REC.

ROOM
MU-1 - LEVEL 1 (GRADE) 2255 SF A-3
OFFICE A MU-1 - LEVEL 1 (GRADE) 4412 SF B
OFFICE B MU-1 - LEVEL 1 (GRADE) 6343 SF B
RETAIL A MU-1 - LEVEL 1 (GRADE) 5462 SF M
RETAIL B MU-1 - LEVEL 1 (GRADE) 2152 SF M
RETAIL C MU-1 - LEVEL 1 (GRADE) 4554 SF M
RETAIL D MU-1 - LEVEL 1 (GRADE) 9040 SF M
RETAIL E MU-1 - LEVEL 1 (GRADE) 6576 SF M
40794 SF
BUILDING MU-1 AREA PER CBC (GROUP S-2)

NAME LEVEL AREA

OCCUPAN
CY
GARAGE
GARAGE MU-1 - LEVEL 1 (GRADE) 24625 SF S-2
GARAGE MU-1 - LEVEL 2 24478 SF S-2
GARAGE MU-1 - LEVEL 3 23725 SF S-2
GARAGE MU-1 - LEVEL 4 23630 SF S-2
GARAGE MU-1 - LEVEL 5 23630 SF S-2
120089 SF

DESCRIPTION DATE

FIRE WALL

FIRE WALL
FIRE W
ALL

FIRE WALL

FIRE WALL
9080 SF

RES AREA A
8586 SF

RES AREA B
7569 SF

RES AREA C
8196 SF

RES AREA E
6961 SF

RES AREA F
24965 SF
GARAGE
3949 SF

RES AREA D
2500 SF

AMENITIES A
9056 SF

RES AREA A
8594 SF

RES AREA B
7574 SF

RES AREA C
8112 SF

RES AREA E
9178 SF

RES AREA F
24965 SF
GARAGE
3909 SF

RES AREA D
GARAGE

TYPE IA
GROUP S-2

RESIDENCE

TYPE IIIA
GROUP R-2

RESIDENCE

TYPE IIIA
GROUP R-2
9056 SF

RES AREA A
8446 SF

RES AREA B
6427 SF

RES AREA C
7453 SF

RES AREA E
8939 SF

RES AREA F
24965 SF
GARAGE
3938 SF

RES AREA D
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-2
RE2

EBL & S

DEVELOPMENT
As indicated
2013-10187
11/20/14
A6-2.2

ALLOWABLE

FLOOR AREA

SPAR SUBM
ITTAL
1" = 30'-0" 1RE-2 - LEVEL 1
1" = 30'-0" 2RE-2 - LEVEL 2-4
1" = 40'-0" 0RE-2 SECTION DIAGRAM 1" = 30'-0" 3RE-2 - LEVEL 5 BUILDING RE-2 AREA PER CBC (GROUP R-2)

NAME LEVEL AREA OCCUPANCY
A
RES AREA A BLDG_2 - LEVEL 1 (GRADE) 9080 SF R-2
RES AREA A BLDG_2 - LEVEL 2 9056 SF R-2
RES AREA A BLDG_2 - LEVEL 3 9056 SF R-2
RES AREA A BLDG_2 - LEVEL 4 9056 SF R-2
RES AREA A BLDG_2 - LEVEL 5 9056 SF R-2
45303 SF
B
RES AREA B BLDG_2 - LEVEL 1 (GRADE) 8586 SF R-2
RES AREA B BLDG_2 - LEVEL 2 8594 SF R-2
RES AREA B BLDG_2 - LEVEL 3 8446 SF R-2
RES AREA B BLDG_2 - LEVEL 4 8446 SF R-2
RES AREA B BLDG_2 - LEVEL 5 8446 SF R-2
42519 SF
C
RES AREA C BLDG_2 - LEVEL 1 (GRADE) 7569 SF R-2
RES AREA C BLDG_2 - LEVEL 2 7574 SF R-2
RES AREA C BLDG_2 - LEVEL 3 7327 SF R-2
RES AREA C BLDG_2 - LEVEL 4 7327 SF R-2
RES AREA C BLDG_2 - LEVEL 5 6427 SF R-2
36224 SF
D
RES AREA D BLDG_2 - LEVEL 1 (GRADE) 3949 SF R-2
RES AREA D BLDG_2 - LEVEL 2 3909 SF R-2
RES AREA D BLDG_2 - LEVEL 3 3934 SF R-2
RES AREA D BLDG_2 - LEVEL 4 3934 SF R-2
RES AREA D BLDG_2 - LEVEL 5 3938 SF R-2
19664 SF
E
RES AREA E BLDG_2 - LEVEL 1 (GRADE) 8196 SF R-2
RES AREA E BLDG_2 - LEVEL 2 8112 SF R-2
RES AREA E BLDG_2 - LEVEL 3 8112 SF R-2
RES AREA E BLDG_2 - LEVEL 4 8112 SF R-2
RES AREA E BLDG_2 - LEVEL 5 7453 SF R-2
39985 SF
F
AMENITIES A BLDG_2 - LEVEL 1 (GRADE) 2500 SF A-3
RES AREA F BLDG_2 - LEVEL 1 (GRADE) 6961 SF R-2
RES AREA F BLDG_2 - LEVEL 2 9178 SF R-2
RES AREA F BLDG_2 - LEVEL 3 9183 SF R-2
RES AREA F BLDG_2 - LEVEL 4 9176 SF R-2
RES AREA F BLDG_2 - LEVEL 5 8939 SF R-2
45937 SF
BUILDING RE-2 AREA PER CBC (GROUP S-2)
Name Level Area Comments
GARAGE BLDG_2 - LEVEL 1 (GRADE) 24965 SF S-2
GARAGE BLDG_2 - LEVEL 2 24965 SF S-2
GARAGE BLDG_2 - LEVEL 3 24965 SF S-2
GARAGE BLDG_2 - LEVEL 4 24965 SF S-2
GARAGE BLDG_2 - LEVEL 5 24965 SF S-2
5 124827 SF
TYPE IA, GROUP S-2 PARKING GARAGE
ALLOWABLE AREA PER STORY (Aa): UNLIMITED
ALLOWABLE TOTAL BUILDING AREA: UNLIMITED
TYPE IIIA, GROUP R-2 RESIDENCE
ALLOWABLE AREA PER STORY (Aa): 9,600 SF
ALLOWABLE TOTAL BUILDING AREA: 48,000 SF
SECTION 508 - MIXED USE AND OCCUPANCY
AREA "F" OF BUILDING 2 IS CLASSIFIED AS A SEPARATED OCCUPANCY MIXED USE PER SEC 508.4 AS FOLLOWS:

AMENITIES A = A-3 OCCUPANCY
RES AREA F = R-2 OCCUPANCY
1-HR SEPARATION REQUIRED PER TABLE 508.4, SEE "OCCUPANCY SEPARATIONS," SHEET A0-1.0.

MIXED USE CALCULATION PER CBC 508.4.2 (MODIFICATIONS PER CBC 506 NOT APPLIED) ALLOWABLE AREA (A-3, TYPE IIIA): 14,000 SF
ACTUAL AREA (A-3, TYPE IIIA): 2,502 SF
ALLOWABLE AREA (R-2, TYPE IIIA): 24,000 SF
ACTUAL AREA (R-2, TYPE IIIA): 6,667 SF
(2,502 / 14,000) + (6,667 / 24,000) = .18 + .28 = .46 < 1

DESCRIPTION DATE

FIRE WAL
L

FIRE WALL
FIRE W
ALL

FIRE WALL

FIRE WALL
FIRE W
ALL

FIRE WALL

FIRE WAL
L

FIRE WALL

FIRE WAL
L

FIRE WALL

FIRE WAL
L

FIRE WALL

FIRE WALL
2894 SF

AMENITIES A
5033 SF

RES AREA B
9195 SF

RES AREA C
4896 SF

RES AREA D
5904 SF

RES AREA A
6947 SF

RES AREA E
8700 SF

RES AREA F
22986 SF
GARAGE
2085 SF
VOID
5842 SF

RES AREA B
9101 SF

RES AREA C
4896 SF

RES AREA D
6914 SF

RES AREA A
6977 SF

RES AREA E
8716 SF

RES AREA F
22986 SF
GARAGE
8147 SF

RES AREA B
9104 SF

RES AREA C
4886 SF

RES AREA D
6917 SF

RES AREA A
6998 SF

RES AREA E
8735 SF

RES AREA F
22986 SF
GARAGE
8154 SF

RES AREA B
8508 SF

RES AREA C
4886 SF

RES AREA D
6925 SF

RES AREA A
6981 SF

RES AREA E
8734 SF
RES AREA F 22986 SF
GARAGE
GARAGE

TYPE IA
GROUP S-2

RESIDENCE

TYPE IIIA
GROUP R-2

RESIDENCE

TYPE IIIA
GROUP R-2
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-3
RE3

EBL & S

DEVELOPMENT
As indicated
2013-10187
11/20/14
A6-2.3

ALLOWABLE

FLOOR AREA

SPAR SUBM
ITTAL
1" = 30'-0" 2RE-3 - LEVEL 1
1" = 30'-0" 3RE-3 - LEVEL 2
1" = 30'-0" 4RE-3 - LEVEL 3-4
1" = 30'-0" 5RE-3 - LEVEL 5
1" = 40'-0" 1RE-3 SECTION DIAGRAM
BUILDING RE-3 AREA PER CBC (GROUP S-2)

NAME LEVEL AREA OCCUPANCY
GARAGE
GARAGE RE-3 - LEVEL 1 (GRADE) 22986 SF S-2
GARAGE RE-3 - LEVEL 2 22986 SF S-2
GARAGE RE-3 - LEVEL 5 22986 SF S-2
GARAGE RE-3 - LEVEL 3 22986 SF S-2
GARAGE RE-3 - LEVEL 4 22986 SF S-2
114929 SF
BUILDING RE-3 AREA PER CBC (GROUP R-2)

NAME LEVEL AREA OCCUPANCY
D
RES AREA D RE-3 - LEVEL 1 (GRADE) 4896 SF R-2
RES AREA D RE-3 - LEVEL 2 4896 SF R-2
RES AREA D RE-3 - LEVEL 3 4886 SF R-2
RES AREA D RE-3 - LEVEL 4 4886 SF R-2
RES AREA D RE-3 - LEVEL 5 4886 SF R-2
24452 SF
E
RES AREA E RE-3 - LEVEL 1 (GRADE) 6947 SF R-2
RES AREA E RE-3 - LEVEL 2 6977 SF R-2
RES AREA E RE-3 - LEVEL 3 6998 SF R-2
RES AREA E RE-3 - LEVEL 4 6998 SF R-2
RES AREA E RE-3 - LEVEL 5 6981 SF R-2
34903 SF
F
RES AREA F RE-3 - LEVEL 1 (GRADE) 8700 SF R-2
RES AREA F RE-3 - LEVEL 2 8716 SF R-2
RES AREA F RE-3 - LEVEL 3 8735 SF R-2
RES AREA F RE-3 - LEVEL 4 8735 SF R-2
RES AREA F RE-3 - LEVEL 5 8734 SF R-2
43619 SF
G
RES AREA A Not Placed Not Placed R-2
0 SF
BUILDING RE-3 AREA PER CBC (GROUP R-2)

NAME LEVEL AREA OCCUPANCY
A
AMENITIES A RE-3 - LEVEL 1 (GRADE) 2894 SF A-3
RES AREA A RE-3 - LEVEL 1 (GRADE) 5904 SF R-2
RES AREA A RE-3 - LEVEL 2 6914 SF R-2
RES AREA A RE-3 - LEVEL 3 6917 SF R-2
RES AREA A RE-3 - LEVEL 4 6920 SF R-2
RES AREA A RE-3 - LEVEL 5 6925 SF R-2
36475 SF
B
RES AREA B RE-3 - LEVEL 1 (GRADE) 5033 SF R-2
RES AREA B RE-3 - LEVEL 2 5842 SF R-2
RES AREA B RE-3 - LEVEL 3 8147 SF R-2
RES AREA B RE-3 - LEVEL 4 8154 SF R-2
RES AREA B RE-3 - LEVEL 5 8154 SF R-2
35330 SF
C
RES AREA C RE-3 - LEVEL 1 (GRADE) 9195 SF R-2
RES AREA C RE-3 - LEVEL 2 9101 SF R-2
RES AREA C RE-3 - LEVEL 3 9104 SF R-2
RES AREA C RE-3 - LEVEL 4 9104 SF R-2
RES AREA C RE-3 - LEVEL 5 8508 SF R-2
45012 SF
TYPE IA, GROUP S-2 PARKING GARAGE
ALLOWABLE AREA PER STORY (Aa): UNLIMITED
ALLOWABLE TOTAL BUILDING AREA: UNLIMITED
TYPE IIIA, GROUP R-2 RESIDENCE
ALLOWABLE AREA PER STORY (Aa): 9,600 SF
ALLOWABLE TOTAL BUILDING AREA: 48,000 SF
SECTION 508 - MIXED USE AND OCCUPANCY
AREA "A" OF BUILDING 3 IS CLASSIFIED AS A SEPARATED OCCUPANCY MIXED USE PER SEC 508.4 AS FOLLOWS:

AMENITIES A = A-3 OCCUPANCY
RES AREA A = R-2 OCCUPANCY
1-HR SEPARATION REQUIRED PER TABLE 508.4, SEE "OCCUPANCY SEPARATIONS," SHEET A0-1.0.

MIXED USE CALCULATION PER CBC 508.4.2 (MODIFICATIONS PER CBC 506 NOT APPLIED) ALLOWABLE AREA (A-3, TYPE IIIA): 14,000 SF
ACTUAL AREA (A-3, TYPE IIIA): 3,093 SF
ALLOWABLE AREA (R-2, TYPE IIIA): 24,000 SF
ACTUAL AREA (R-2, TYPE IIIA): 4,988 SF
(3,093 / 14,000) + (4,988 / 24,000) = .22 + .21 = .43 < 1

DESCRIPTION DATE

FIRE WALL

FIRE WALL
UP

FIRE WALL

FIRE WALL DN

FIRE WALL

FIRE WALL
18404 SF
GARAGE
7697 SF

RES AREA A
7889 SF

RES AREA D
9354 SF

RES AREA B
5185 SF

RES AREA C
8593 SF

RES AREA A
9378 SF
RES AREA B 5415 SF

RES AREA C
7908 SF

RES AREA D
18416 SF
GARAGE
3562 SF

RES AREA A
6968 SF

RES AREA D
5326 SF

RES AREA C
18570 SF
GARAGE
9378 SF

RES AREA B
GARAGE

TYPE IA
GROUP S-2

RESIDENCE

TYPE IIIA
GROUP R-2

RESIDENCE

TYPE IIIA
GROUP R-2
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-4
RE4

EBL & S

DEVELOPMENT
As indicated
2013-10187
11/20/14
A6-2.4

ALLOWABLE

FLOOR AREA

SPAR SUBM
ITTAL
1" = 30'-0" 2RE-4 - LEVEL 1
1" = 30'-0" 3RE-4 - LEVEL 2-3
1" = 30'-0" 4RE-4 - LEVEL 4-5
BUILDING RE-4 AREA PER CBC (GROUP R-2)

NAME LEVEL AREA OCCUPANCY
A
RES AREA A RE-4 - LEVEL 1 (GRADE) 7697 SF R-2
RES AREA A RE-4 - LEVEL 2 8593 SF R-2
RES AREA A RE-4 - LEVEL 3 8449 SF R-2
RES AREA A RE-4 - LEVEL 4 3562 SF R-2
RES AREA A RE-4 - LEVEL 5 3561 SF R-2
31862 SF
B
RES AREA B RE-4 - LEVEL 1 (GRADE) 9354 SF R-2
RES AREA B RE-4 - LEVEL 2 9378 SF R-2
RES AREA B RE-4 - LEVEL 3 9378 SF R-2
RES AREA B RE-4 - LEVEL 4 9378 SF R-2
RES AREA B RE-4 - LEVEL 5 9350 SF R-2
46839 SF
C
RES AREA C RE-4 - LEVEL 1 (GRADE) 5185 SF R-2
RES AREA C RE-4 - LEVEL 2 5415 SF R-2
RES AREA C RE-4 - LEVEL 3 5369 SF R-2
RES AREA C RE-4 - LEVEL 4 5326 SF R-2
RES AREA C RE-4 - LEVEL 5 5271 SF R-2
26567 SF
D
RES AREA D RE-4 - LEVEL 1 (GRADE) 7889 SF R-2
RES AREA D RE-4 - LEVEL 2 7908 SF R-2
RES AREA D RE-4 - LEVEL 3 7927 SF R-2
RES AREA D RE-4 - LEVEL 4 6968 SF R-2
RES AREA D RE-4 - LEVEL 5 6877 SF R-2
37569 SF
BUILDING RE-4 AREA PER CBC (GROUP S-2)

NAME LEVEL AREA OCCUPANCY
GARAGE
GARAGE RE-4 - LEVEL 1 (GRADE) 18404 SF S-2
GARAGE RE-4 - LEVEL 2 18416 SF S-2
GARAGE RE-4 - LEVEL 3 18406 SF S-2
GARAGE RE-4 - LEVEL 4 18570 SF S-2
GARAGE RE-4 - LEVEL 5 18570 SF S-2
92365 SF
TYPE IA, GROUP S-2 PARKING GARAGE
ALLOWABLE AREA PER STORY (Aa): UNLIMITED
ALLOWABLE TOTAL BUILDING AREA: UNLIMITED
TYPE IIIA, GROUP R-2 RESIDENCE
ALLOWABLE AREA PER STORY (Aa): 9,600 SF
ALLOWABLE TOTAL BUILDING AREA: 48,000 SF

DESCRIPTION DATE
1" = 40'-0" 1RE-4 SECTION DIAGRAM
FIRE W
ALL

FIRE WALL
UNIT J
UNIT A
UNIT J
UNIT B
UNIT B
UNIT B
UNIT A
UNIT A
UNIT A
UNIT A

UNIT H UNIT A

UNIT B UNIT B UNIT B UNIT I
UNIT B
UNIT B
UNIT B
UNIT F
UNIT F
UNIT B
UNIT H
UNIT F

UNIT F UNIT F
UNIT D

UNIT B UNIT B UNIT B UNIT B UNIT B
UNIT H
UNIT B
STAIR G1-2
LOBBY G1-1
LOBBY G1-2
STAIR G1-1
LOBBY G1-3
STAIR 1-1
18' - 3" 24' - 0" 18' - 3" 18' - 3" 24' - 0" 18' - 3"
18' - 3" 24' - 0" 102' - 7" 44' - 6"
6' - 11"
9' - 10"
LOBBY G1-3
15' - 0"
9' - 11 7/8"

5.0%

5.0%
6' - 0"

EGRESS PATH

START POINT

EGRESS PATH

START POINT

EGRESS PATH

START POINT
GARAGE STAIR G1-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
GARAGE STAIR G1-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
STAIR 1-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

NO ROOF ACCESS

DISTANCE TO
NEAREST EXIT: 138'

COMMON PATH
DISTANCE: 98'

DISTANCE TO
NEAREST EXIT: 199'

COMMON PATH
DISTANCE: 48'
MAX. DIAGONAL DIMENSION: 224'-9"; 1/3 = 74'-11"
(GARAGE)

EGRESS PATH

START POINT

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 155'

COMMON PATH
DISTANCE: 51'

EXIT DOOR

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH: 36”

GARAGE EXIT

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:

EXIT DOOR

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH: 36”

EXIT DOOR

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH: 36”

EXIT DOOR

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH: 36”
GARAGE STAIR G1-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"
MAX. DIAGONAL DIMENSION: 201'-6"; 1/3 = 67'-2” (RE
SIDE
NC
E)
MAX. DIAGONAL DIMENSION: 276'-6"; 1/3 = 92'-2"
(RESIDENCE)
MAX. DIAGONAL DIMENSION: 258'-2"; 1/3 = 87'-3" (RESIDENCE) STAIR G1-3 SECTION 1003 - GENERAL MEANS OF EGRESS
SEC 1003.2 CEILING HEIGHT - "The means of egress shall have a ceiling height of not less than 7 feet 6 inches."
SEC 1003.6 MEANS OF EGRESS CONTINUITY - "The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component..." SEC 1003.7 ELEVATORS, ESCALATORS AND MOVING WALKS - "Elevators... shall not be used as a component of a required means of egress... Exception: Elevators used as an accessible means of egress in accordance with Section 1007.4" THE BUILDINGS ARE 5 STORIES IN HEIGHT. SELECTED ELEVATORS

SHALL BE USED AS REQUIRED MEANS OF EGRESS AND SHALL BE SERVED BY EMERGENCY GENERATORS.

TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT THE FOLLOWING SPACES ARE INCLUDED IN THE PROJECT:

Accessory Storage Areas, Mechanical Equipment Room: 300 gross Assembly without Fixed Seats, Unconcentrated 15 net
Business Areas 100 gross
Exercise Rooms 50 gross
Mercantile 60 gross
Parking garages 200 gross
Residential 200 gross
SECTION 1005 - EGRESS WIDTH
SEC 1005.1 MINIMUM REQUIRED EGRESS WIDTH - "The total width of a means of egress in inches shall not be less than the total occupant load served... multiplied by 0.3 inches per occupant for stairways and 0.2 inches per occupant for other egress components.

The clear width of 48 inches between handrails is not required... in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1..." 3. Areas of refuge are not required at exit stairways in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1..." BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM. ALL STAIRS ARE MIN. 48" WIDE (HANDRAILS ENCROACH AS ALLOWED.)
1007.4 ELEVATORS - "In order to be considered part of an accessible means of egress, an elevator shall comply with the emergency operation and signaling device requirements of Section 2.27 of ASME A 17.1.

Standby power shall be provided in accordance with Chapter 27 and Section 3003. The elevator shall be accessed from either an area of refuge complying with Section 1007.6 or a horizontal exit. Exceptions: 2.

Elevators are not required to be accessed from an area of refuge or horizontal exit in buildings and facilities equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1..." BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM.

SECTION 1014 - EXIT ACCESS
SEC 1014.3 COMMON PATH OF EGRESS TRAVEL - "In occupancies other than Groups H-1, H-2 and H-3, the common path of egress travel shall not exceed 75 feet. For common path of egress travel in Group A occupancies... see Section 1028.8. Exceptions: 1. "Common path... in Group B, F and S shall not be more than 100 feet provided that the building is equipped with an automatic sprinkler system... 2. Where a tenant space in Group B, S and U occupancies has an occupant load of not more than 30, the length of a common path of egress travel shall not be more than 100 feet. 4. ...in a Group R-2 occupancy shall not be more than 125 feet... with an approved automatic sprinkler system..." BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM.

OCCUPANCY MAX. LENGTH
A (>50 OCC.) 30
A (<50 OCC.) 75
B,S 100
R-2 125
SECTION 1015 - EXIT AND EXIT ACCESS DOORWAYS
SEC 1015.1 EXITS OR EXIT ACCESS DOORWAYS FROM SPACES - "Two exits or exit access doorways from any space shall be provided where... 1. The occupant load of the space exceeds one of the values in Table 1015.1. 2. The common path of egress travel exceeds one of the limitations of Section 1014.3." TABLE 1015.1 - SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY OCCUPANCY MAX. OCCUPANT LOAD
A, B, M 49
R 10
S 29
SEC 1015.2.1 TWO EXITS OR EXIT ACCESS DOORWAYS - "Where two exits or exit access doorways are required from any portion of the exit access, the exit doors or exit access doorways shall be placed a distance apart... measured in a straight line betwen exit doors... Exception 2: Where building is equipped throughout with an automatic sprinkler system... the separation distance... shall not be less than one-third of the length of the maxiumum overall diagonal dimension of the area served." SECTION 1016 - EXIT ACCESS TRAVEL DISTANCE
SEC 1016.1 TRAVEL DISTANCE LIMITATIONS - "Exits shall be so located on each story such that the maximum length of exit access travel... shall not exceed the diatances given in Table 1016.1." DISTANCES TO

NEAREST EXIT NOTED ON PLANS MAY ALSO BE TO NEAREST EXIT ENCLOSURE OR EXIT PASSAGEWAY.

TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE
OCCUPANCY WITH SPRINKLER SYSTEM (PER 903.3.1.1)
A, M, R, S-1 250
B 300
S-2 400
SECTION 1021 - NUMBER OF EXITS AND CONTINUITY
SEC 1021.1 EXITS FROM STORIES - "All spaces within each story shall have access to the minimum number of approved independent exits as specified in Table 1021.1..." OCCUPANT LOAD MIN. NUMBER OF EXITS
1-500 2
501-1,000 3
MORE THAN 1,000 4
SECTION 1022 - EXIT ENCLSOURES
1022.1 ENCLOSURES REQUIRED - "Exit enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more... Exit enclosures shall have a fire-resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours. Exit enclosures shall lead directly to the exterior of the building or shall be extended... with an exit passageway conforming to the requirements of Section 1023..."
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING MU-1
MU1

EBL & S

DEVELOPMENT
As indicated
2013-10187
11/20/14
A6-3.1.1

USE AND

EGRESS -
LEVEL 2

SPAR SUBM
ITTAL
1/16" = 1'-0" 1MU-1 - LEVEL 2 CBC NARRATIVE - GENERAL EGRESS

DESCRIPTION DATE
OFFICE
RETAIL
RETAIL
RETAIL
RETAIL
COMMUNITY/REC. ROOM
OFFICE
0" 0"
325 SF
TRASH G1-1
448 SF
LOBBY G1-1
147 SF
LOBBY G1-2
Redundant
Room
MAIL G1-1
60' - 6"
42' - 3" 102' - 7" 44' - 6"
866 SF
LOBBY 1-3
697 SF
LOBBY G1-3
333 SF
STAIR 1-1
GARAGE
ENTRY
GARAGE
ENTRY
EXIT 1-1
OCCUPANT LOAD:

REQ'D WIDTH:

PRV'D WIDTH: X" CLEAR
GARAGE EXIT G1-2

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:

LOBBY 1-1
EXIT 1-2
OCCUPANT LOAD:
(FROM ABOVE)
REQ'D WIDTH:

PRV'D WIDTH: 32" CLEAR
GARAGE STAIR G1-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
2-HOUR EXIT

PASSAGEWAY
GARAGE EXIT G1-4

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:

GARAGE STAIR G1-2
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
2-HOUR EXIT

PASSAGEWAY
EXIT 1-3
OCCUPANT LOAD:

REQ'D WIDTH:

PRV'D WIDTH: X" CLEAR
LOBBY 1-3
(2-HR EXIT PASSAGEWAY)
GARAGE EXIT G1-3

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:

GARAGE EXIT G1-1

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:

STAIR 1-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

NO ROOF ACCESS
EXIT 1-5
OCCUPANT LOAD:
(FROM ABOVE)
REQ'D WIDTH:

PRV'D WIDTH: 32" CLEAR
RETAIL

EGRESS PATH

START POINT
MAX. DIAGONAL DIMENSION: 189'-4"; 1/3 = 63'-1" (GARAGE) 182'-3" > 1/3 DIAGONAL DISTANCE

EXIT DOOR

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:
18' - 3" 24' - 0" 18' - 3"
18' - 3" 24' - 0" 18' - 3"
2-HOUR EXIT

PASSAGEWAY

EGRESS PATH

START POINT
GARAGE STAIR G1-3
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

DOES NOT PROVIDE

ROOF ACCESS
SECTION 1003 - GENERAL MEANS OF EGRESS
SEC 1003.2 CEILING HEIGHT - "The means of egress shall have a ceiling height of not less than 7 feet 6 inches."
SEC 1003.6 MEANS OF EGRESS CONTINUITY - "The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component..." SEC 1003.7 ELEVATORS, ESCALATORS AND MOVING WALKS - "Elevators... shall not be used as a component of a required means of egress... Exception: Elevators used as an accessible means of egress in accordance with Section 1007.4" THE BUILDINGS ARE 5 STORIES IN HEIGHT. SELECTED ELEVATORS

SHALL BE USED AS REQUIRED MEANS OF EGRESS AND SHALL BE SERVED BY EMERGENCY GENERATORS.

TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT THE FOLLOWING SPACES ARE INCLUDED IN THE PROJECT:

NEAREST EXIT NOTED ON PLANS MAY ALSO BE TO NEAREST EXIT ENCLOSURE OR EXIT PASSAGEWAY.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING MU-1
MU1

EBL & S

DEVELOPMENT
As indicated
2013-10187
11/20/14
A6-3.1

USE AND

EGRESS -
LEVEL 1

SPAR SUBM
ITTAL
1/16" = 1'-0" 1MU-1 - LEVEL 1

DESCRIPTION DATE

CBC NARRATIVE - GENERAL EGRESS

FIRE WALL

FIRE WALL
FIRE W
ALL

FIRE WALL

EGRESS PATH

START POINT

EGRESS PATH

START POINT

EGRESS PATH

START POINT

EGRESS PATH

START POINT

EGRESS PATH

START POINT

EGRESS PATH

START POINT

EGRESS PATH

START POINT

EGRESS PATH

START POINT

UNIT D UNIT D UNIT D
UNIT G

UNIT D UNIT D
UNIT F
UNIT D
UNIT D
UNIT D
UNIT A
UNIT A
UNIT A
UNIT A
UNIT C
UNIT H
UNIT F.1 UNIT A

UNIT A UNIT A
UNIT D
UNIT C.1
UNIT C.1
UNIT A
UNIT B
UNIT B
UNIT F
UNIT E

UNIT E UNIT A UNIT E
UNIT E
UNIT F
UNIT A
UNIT D
UNIT C.1
UNIT D

AMENITIES B

AMENITIES A

EGRESS PATH

START POINT

EGRESS PATH

START POINT
STAIR 2-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

NO ROOF ACCESS
EXIT 2-1
OCCUPANT LOAD:
(FROM ABOVE)
REQ'D WIDTH:

PRV'D WIDTH: 64" CLEAR
GARAGE 2 NORTH

6.4%

5.0%
2' - 0"
EXIT 2-2
OCCUPANT LOAD: 20
REQ'D WIDTH: 4"
PRV'D WIDTH: 64" CLEAR
EXIT 2-3
OCCUPANT LOAD: 20 + 25 = 45
(WITH GARAGE STAIR 2-2)
REQ'D WIDTH:

PRV'D WIDTH: 64" CLEAR
EXIT 2-4
OCCUPANT LOAD: 20
REQ'D WIDTH: 4"
PRV'D WIDTH: 64" CLEAR
EXIT 2-5
OCCUPANT LOAD:
(FROM ABOVE)
REQ'D WIDTH:

PRV'D WIDTH: 32" CLEAR
EXIT 2-6
OCCUPANT LOAD: 20
REQ'D WIDTH: 4"
PRV'D WIDTH: 32" CLEAR
EXIT 2-7
OCCUPANT LOAD: 20
REQ'D WIDTH: 4"
PRV'D WIDTH: 32" CLEAR
EXIT 2-8
OCCUPANT LOAD: 20
REQ'D WIDTH: 4"
PRV'D WIDTH: 64" CLEAR
EXIT 2-9
OCCUPANT LOAD:
(FROM ABOVE)
REQ'D WIDTH:

PRV'D WIDTH: 32" CLEAR
STAIR 2-2
2-HOUR EXIT

ENCLOSURE
STAIR WIDTH: 48"

NO ROOF ACCESS
STAIR 2-3
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

NO ROOF ACCESS

EGRESS PATH

START POINT
EXIT SEPARATION: 101'-7" (GARAGE)
MAX. DIAGONAL DIMENSION: 208'-4"; 1/3 = 69'-5"
(GARAGE)
GARAGE EXIT 2-3

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:

LOBBY 2-3
2-HOUR EXIT PASSAGEWAY
STAIR G2-2
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
STAIR G2-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
GARAGE EXIT 2-1

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:

GARAGE EXIT 2-2

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:

LOBBY 2-1
2-HOUR EXIT

PASSAGEWAY
LOBBY 2-2
2-HOUR EXIT

PASSAGEWAY

4.9%
[No Slope]
[No Slope]

DRIVEWAY

DISTANCE TO
NEAREST EXIT: 89'

COMMON PATH
DISTANCE: 40.5'

DISTANCE TO
NEAREST EXIT: 116'

COMMON PATH
DISTANCE: 40'

DISTANCE TO
NEAREST EXIT: 64'

COMMON PATH
DISTANCE: 58'

DISTANCE TO
NEAREST EXIT: 93'

COMMON PATH
DISTANCE: 37'

DISTANCE TO
NEAREST EXIT: 80'

COMMON PATH
DISTANCE: 75'

DISTANCE TO
NEAREST EXIT: 82'

COMMON PATH
DISTANCE: 43'

DISTANCE TO
NEAREST EXIT: 90'

COMMON PATH
DISTANCE: 44'

DISTANCE TO
NEAREST EXIT: 94.5'

COMMON PATH
DISTANCE: 88.5'

DISTANCE TO
NEAREST EXIT: 117'

COMMON PATH
DISTANCE: 89'
GARAGE
ELEVATOR 2-3
BACKUP
POWER

PROVIDED
GARAGE
ELEVATOR 2-1

BACKUP POWER

PROVIDED
GARAGE
ELEVATOR 2-2

NO BACKUP
POWER
7' - 0"
7' - 0"
6' - 0"

DUAL EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL

DUAL EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL

DUAL EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL

DUAL EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL

DUAL EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL

DUAL EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL
M
AX. DIAGONAL DIM
ENSION: 145'-3"; 1/3 = 48'-5" (RESIDENCE)
MAX. DIAGONAL DIMENSION: 141'-0"; 1/3 = 47'-0"
(RESIDENCE)
MAX. DIAGONAL DIMENSION: 224'-0"; 1/3 = 74'-8"
(RESIDENCE)
MAX. DIAGONAL DIMENSION: 102'-6"; 1/3 = 34'-2"
(RESIDENCE)
M
AX. DIAGONAL DIM
ENSION: 225'-6"; 1/3 = 75'-2"
(RESIDENCE)
MAX. DIAGONAL DIMENSION: 182'-3"; 1/3 = 60'-9"
(RESIDENCE)
18' - 4" 24' - 0" 18' - 2"
28' - 6"
18' - 2" 24' - 0" 19' - 4"
SECTION 1003 - GENERAL MEANS OF EGRESS
SEC 1003.2 CEILING HEIGHT - "The means of egress shall have a ceiling height of not less than 7 feet 6 inches."
SEC 1003.6 MEANS OF EGRESS CONTINUITY - "The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component..." SEC 1003.7 ELEVATORS, ESCALATORS AND MOVING WALKS - "Elevators... shall not be used as a component of a required means of egress... Exception: Elevators used as an accessible means of egress in accordance with Section 1007.4" THE BUILDINGS ARE 5 STORIES IN HEIGHT. SELECTED ELEVATORS

SHALL BE USED AS REQUIRED MEANS OF EGRESS AND SHALL BE SERVED BY EMERGENCY GENERATORS.

TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT THE FOLLOWING SPACES ARE INCLUDED IN THE PROJECT:

NEAREST EXIT NOTED ON PLANS MAY ALSO BE TO NEAREST EXIT ENCLOSURE OR EXIT PASSAGEWAY.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-2
RE2

EBL & S

DEVELOPMENT
As indicated
2013-10187
11/20/14
A6-3.2

USE AND
EGRESS

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-2 - LEVEL 1 CBC NARRATIVE - GENERAL EGRESS BLDG_2 LEVEL 1 EGRESS SUMMARY
RESIDENCE:
176 OCCUPANTS / 9 EXITS = 20 OCC./EXIT
REQ'D WIDTH: 20 x 0.2 = 4"
MIN. PRV'D WIDTH: 32" CLEAR (36" DOOR)
AMENITIES A:
87 OCCUPANTS / 2 EXITS = 44 OCC./EXIT
REQ'D WIDTH: 44 x 0.2 = 8.8"
MIN. PRV'D WIDTH: 128" CLEAR (2@2x36" DOOR)
AMENITIES B:
74 OCCUPANTS / 2 EXITS = 37 OCC./EXIT
REQ'D WIDTH: 37 x 0.2 = 7.4"
MIN. PRV'D WIDTH: 128" CLEAR (2@2x36" DOOR)
GARAGE 2 (NORTH)
50 OCCUPANTS / 2 EXITS = 25 OCC./EXIT
REQ'D WIDTH: 25 x 0.2 = 5"
MIN. PRV'D WIDTH: 32" CLEAR (36" DOOR)
RE-2 LEVEL 1 EGRESS SUMMARY

DESCRIPTION DATE

FIRE WAL
L

FIRE WALL
FIRE W
ALL

FIRE WALL

FIRE WALL
FIRE W
ALL

FIRE WALL

AMENITIES
UNIT B
UNIT B
UNIT A
UNIT F.1
UNIT B
UNIT A
UNIT A
UNIT J

UNIT F UNIT F UNIT F UNIT C

UNIT D UNIT B

UNIT B UNIT F
UNIT A
UNIT H
UNIT L
UNIT E.1
UNIT E.1 UNIT E
UNIT E
UNIT B

UNIT C UNIT C

AMENITIES
UNIT G
UNIT K
UNIT A
UNIT K
12' - 8" 24' - 10" 17' - 0"
7' - 0"
6' - 9 211/256
"
963 SF
LOBBY
GARAGE
ENTRY
7' - 0"
7' - 0"
EXIT 3-1
OCCUPANT LOAD:

REQ'D WIDTH:

PRV'D WIDTH: X" CLEAR
GARAGE EXIT G3-1

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:

LOBBY 3-1
EXIT 3-2
OCCUPANT LOAD:
(FROM ABOVE)
REQ'D WIDTH:

PRV'D WIDTH: 32" CLEAR
GARAGE STAIR G3-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
GARAGE EXIT G3-2

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:
2-HOUR EXIT

PASSAGEWAY
EXIT 3-3
OCCUPANT LOAD:

REQ'D WIDTH:

PRV'D WIDTH: X" CLEAR
GARAGE EXIT G3-3

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:

LOBBY 3-2
STAIR 3-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

NO ROOF ACCESS
EXIT 3-4
OCCUPANT LOAD:
(FROM ABOVE)
REQ'D WIDTH:

PRV'D WIDTH: 32" CLEAR
EXIT 3-5
OCCUPANT LOAD:

REQ'D WIDTH:

PRV'D WIDTH: X" CLEAR
LOBBY 3-3
EXIT 3-6
OCCUPANT LOAD:
(FROM ABOVE)
REQ'D WIDTH:

PRV'D WIDTH: 32" CLEAR
GARAGE STAIR G3-2
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
GARAGE EXIT G3-4

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:
2-HOUR EXIT

PASSAGEWAY

EGRESS PATH

START POINT

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 94'

COMMON PATH
DISTANCE: 90'

DISTANCE TO
NEAREST EXIT: 95'

COMMON PATH
DISTANCE: 60'

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 70'

COMMON PATH
DISTANCE: 48'

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 77'

COMMON PATH
DISTANCE: 71'

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 55'

COMMON PATH
DISTANCE: 104'

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 87'

COMMON PATH
DISTANCE: 47'

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 155'

COMMON PATH
DISTANCE: 103'

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 72'

COMMON PATH
DISTANCE: 49'

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 72'

COMMON PATH
DISTANCE: 40'

EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL

DUAL EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL

DUAL EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL

DUAL EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL

DUAL EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL

DUAL EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL
171' - 0 5/8" MAX. DIAGONAL DIMENSION: 144'-6"; 1/3 = 48'-2" (RESIDENCE)
MAX. DIAGONAL DIMENSION: 130'-3"; 1/3 = 43'-5"
(RESIDENCE)
MAX. DIAGONAL DIMENSION: 151'-6"; 1/3 = 50'-6"
(RESIDENCE)
MAX. DIAGONAL DIMENSION: 141'-6"; 1/3 = 47'-2"
(RESIDEN
CE)
MAX. DIAGONAL DIMENSION: 223'-6"; 1/3 = 74'-6"
(GARAGE)

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 90'

COMMON PATH
DISTANCE: 85'
18' - 2" 24' - 2" 18' - 2" MAX. DIAGONAL DIMENSION: 144'-3"; 1/3 = 48'-1" (RESIDENCE)
1' - 8" 15' - 9" 24' - 2" 4' - 11 13/64"
12' - 8"
0"
SECTION 1003 - GENERAL MEANS OF EGRESS
SEC 1003.2 CEILING HEIGHT - "The means of egress shall have a ceiling height of not less than 7 feet 6 inches."
SEC 1003.6 MEANS OF EGRESS CONTINUITY - "The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component..." SEC 1003.7 ELEVATORS, ESCALATORS AND MOVING WALKS - "Elevators... shall not be used as a component of a required means of egress... Exception: Elevators used as an accessible means of egress in accordance with Section 1007.4" THE BUILDINGS ARE 5 STORIES IN HEIGHT. SELECTED ELEVATORS

SHALL BE USED AS REQUIRED MEANS OF EGRESS AND SHALL BE SERVED BY EMERGENCY GENERATORS.

TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT THE FOLLOWING SPACES ARE INCLUDED IN THE PROJECT:

SECTION 1007 - ACCESSIBLE MEANS OF EGRESS
1007.1 ACCESSIBLE MEANS OF EGRESS REQUIRED - "Where more than one means of egress are required by Section 1015.1 or 1021.1 from any accessible space, each accessible portion of the space shall be served by accessible means of egress in at least the same number as required by Section 1015.1 or 1021.1. 1007.2.1 ELEVATORS REQUIRED - "In buildings where a required accessible floor is four or more stories above or below a level of exit discharge, at least one required accessible means of egress shall be an elevator complying with Section 1007.4." SECTION APPLIES. SEE SECTION 1007.4 1007.3 STAIRWAYS - "In order to be considered part of an accessible means of egress, an exit access stairway as permitted by Section 1016.1 or exit stairway shall have a clear width of 48 inches minimum between handrails and shall either incorporate an area of refuge within an enlarged floor-level landing or shall be accessed from either an area of refuge complying with Section 1007.6 or a horizontal exit. Exceptions: 2. The clear width of 48 inches between handrails is not required... in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1..." 3. Areas of refuge are not required at exit stairways in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1..." BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM. ALL STAIRS ARE MIN. 48" WIDE (HANDRAILS ENCROACH AS ALLOWED.)
1007.4 ELEVATORS - "In order to be considered part of an accessible means of egress, an elevator shall comply with the emergency operation and signaling device requirements of Section 2.27 of ASME A 17.1.

2. Where a tenant space in Group B, S and U occupancies has an occupant load of not more than 30, the length of a common path of egress travel shall not be more than 100 feet. 4. ...in a Group R-2 occupancy shall not be more than 125 feet... with an approved automatic sprinkler system..." BUILDING IS EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC SPRINKLER SYSTEM.

OCCUPANCY MAX. LENGTH
A (>50 OCC.) 30
A (<50 OCC.) 75
B,S 100
R-2 125
SECTION 1015 - EXIT AND EXIT ACCESS DOORWAYS
SEC 1015.1 EXITS OR EXIT ACCESS DOORWAYS FROM SPACES - "Two exits or exit access doorways from any space shall be provided where... 1. The occupant load of the space exceeds one of the values in Table 1015.1. 2. The common path of egress travel exceeds one of the limitations of Section 1014.3."
TABLE 1015.1 - SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY OCCUPANCY MAX. OCCUPANT LOAD
A, B, M 49
R 10
S 29
SEC 1015.2.1 TWO EXITS OR EXIT ACCESS DOORWAYS - "Where two exits or exit access doorways are required from any portion of the exit access, the exit doors or exit access doorways shall be placed a distance apart... measured in a straight line betwen exit doors... Exception 2: Where building is equipped throughout with an automatic sprinkler system... the separation distance... shall not be less than one-third of the length of the maxiumum overall diagonal dimension of the area served." SECTION 1016 - EXIT ACCESS TRAVEL DISTANCE
SEC 1016.1 TRAVEL DISTANCE LIMITATIONS - "Exits shall be so located on each story such that the maximum length of exit access travel... shall not exceed the diatances given in Table 1016.1."

DISTANCES TO NEAREST EXIT NOTED ON PLANS MAY ALSO BE TO NEAREST EXIT ENCLOSURE OR EXIT PASSAGEWAY.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-3
RE3

EBL & S

DEVELOPMENT
As indicated
2013-10187
11/20/14
A6-3.3

USE AND
EGRESS

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-3 - LEVEL 1

DESCRIPTION DATE

CBC NARRATIVE - GENERAL EGRESS

FIRE WALL

FIRE WALL
UP

FIRE WALL
UNIT G.1
UNIT G.2
UNIT G.2
UNIT C
UNIT C

UNIT C UNIT C
UNIT G
UNIT G

UNIT D UNIT D
UNIT G
UNIT G.1
UNIT C
UNIT C.1
UNIT C.1
UNIT G.1

UNIT D UNIT A UNIT A UNIT A UNIT D
UNIT H
27' - 2"
1' - 0"
60' - 6"
19' - 4" 25' - 7" 157' - 9"

11.2% 5.0%
LOBBY
EXIT 4-6
OCCUPANT LOAD:
(FROM ABOVE)
REQ'D WIDTH:

PRV'D WIDTH: 32" CLEAR
GARAGE STAIR G4-2
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
GARAGE EXIT G4-4

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:
2-HOUR EXIT

PASSAGEWAY
EXIT 4-1
OCCUPANT LOAD:

REQ'D WIDTH:

PRV'D WIDTH: X" CLEAR
GARAGE EXIT G4-1

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:

LOBBY 4-1
GARAGE
ELEVATOR G4-1

BACKUP POWER

PROVIDED
GARAGE
ELEVATOR G4-2

BACKUP POWER

PROVIDED
EXIT 4-2
OCCUPANT LOAD:

REQ'D WIDTH:

PRV'D WIDTH: X" CLEAR

DRIVEWAY
STAIR 4-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
EXIT 4-4b
OCCUPANT LOAD:
(FROM ABOVE)
REQ'D WIDTH:

PRV'D WIDTH: 32" CLEAR
EXIT 4-5
OCCUPANT LOAD:
(FROM ABOVE)
REQ'D WIDTH:

PRV'D WIDTH: 32" CLEAR
GARAGE STAIR G4-1
2-HOUR EXIT ENCLOSURE
STAIR WIDTH: 48"

PROVIDES ROOF ACCESS
2-HOUR EXIT

PASSAGEWAY
EXIT 4-3
OCCUPANT LOAD:

REQ'D WIDTH:

PRV'D WIDTH: X" CLEAR
GARAGE EXIT G4-2

EXIT ACCESS DOORWAY
REQ'D WIDTH:

PRV'D WIDTH:

LOBBY 4-2
7' - 0"
7' - 0"

EGRESS PATH

START POINT

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 74'

COMMON PATH
DISTANCE: 43'

DISTANCE TO
NEAREST EXIT: 155'

COMMON PATH
DISTANCE: 108'

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 129'

COMMON PATH
DISTANCE: 44'

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 149'

COMMON PATH
DISTANCE: 54'

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 62'

COMMON PATH
DISTANCE: 57'

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 99'

COMMON PATH
DISTANCE: 53'

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 105'

COMMON PATH
DISTANCE: 43'

DUAL EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL

DUAL EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL

DUAL EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL

EGRESS DOOR

PROVIDES PASSIVE

SMOKE CONTROL
MAX. DIAGONAL DIMENSION: 166'-0"; 1/3 = 55'-4"
(RESIDENCE)
M
AX. DIAGONAL DIM
ENSION: 204'-9"; 1/3 = 68'-3"
(RESIDENCE)
MAX. DIAGONAL DIMENSION: 106'-6"; 1/3 = 35'-6"
(RESIDENCE)
MAX. DIAGONAL DIMENSION: 58'-9"; 1/3 = 16'-6"
(RESIDENCE)
MAX. DIAGONAL DIMENSION: 223'-9"; 1/3 = 74'-7"
(GARAGE)
18' - 3" 24' - 0" 18' - 3"
44' - 0"
M
AX. DIAGONAL DIMENSION: 208'-3"; 1/3 = 69'-5"
(RESIDENCE)

EGRESS PATH

START POINT

DISTANCE TO
NEAREST EXIT: 57'

COMMON PATH
DISTANCE: <18'
EXIT 4-4a
OCCUPANT LOAD:
(FROM ABOVE)
REQ'D WIDTH:

PRV'D WIDTH: 32" CLEAR
SECTION 1003 - GENERAL MEANS OF EGRESS
SEC 1003.2 CEILING HEIGHT - "The means of egress shall have a ceiling height of not less than 7 feet 6 inches."
SEC 1003.6 MEANS OF EGRESS CONTINUITY - "The path of egress travel along a means of egress shall not be interrupted by any building element other than a means of egress component..." SEC 1003.7 ELEVATORS, ESCALATORS AND MOVING WALKS - "Elevators... shall not be used as a component of a required means of egress... Exception: Elevators used as an accessible means of egress in accordance with Section 1007.4" THE BUILDINGS ARE 5 STORIES IN HEIGHT. SELECTED ELEVATORS

SHALL BE USED AS REQUIRED MEANS OF EGRESS AND SHALL BE SERVED BY EMERGENCY GENERATORS.

TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT THE FOLLOWING SPACES ARE INCLUDED IN THE PROJECT:

NEAREST EXIT NOTED ON PLANS MAY ALSO BE TO NEAREST EXIT ENCLOSURE OR EXIT PASSAGEWAY.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-4
RE4

EBL & S

DEVELOPMENT
As indicated
2013-10187
11/20/14
A6-3.4

USE AND
EGRESS

SPAR SUBM
ITTAL
1/16" = 1'-0" 1RE-4 - LEVEL 1

DESCRIPTION DATE

CBC NARRATIVE - GENERAL EGRESS
5'-1"

FIRE WALL

FIRE WALL
UP
FIRE W
ALL

FIRE WAL
L

FIRE WALL
FIRE W
ALL

FIRE WALL
FIRE W
ALL
FIRE W
ALL
FIRE W
ALL

FIRE WALL

FIRE WALL
FIRE W
ALL
FIRE W
ALL

FIRE WALL
FIRE W
ALL
5+03
0+00 1+00 2+00 3+00 4+00 5+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
0+00 1+00 1+91
0+
00 1+00
2+03
0+00 1+00
4+53
0+00
1+00
2+00
3+00
4+00
4+53
0+00
1+00
2+00
3+00
4+00
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
10+59
3+01
0+00 1+00
2+00
3+00 ACCESSIBLE CURB RAMP W/ DETECTABLE WARNING

ZERO CURB W/ BOLLARDS & DETECTABLE WARNING PAVERS

ACCESSIBLE PARKING STALL
5' ACCESS AISLE

ZERO CURB W/ BOLLARDS &

DETECTABLE WARNING PAVERS

ACCESSIBLE CURB RAMP W/

DETECTABLE WARNING

ACCESSIBLE PARKING STALL

VAN ACCESSIBLE

PARKING STALL

ACCESSIBLE PARKING STALL

VAN ACCESSIBLE

PARKING STALL

ACCESSIBLE

PARKING STALL

VAN ACCESSIBLE

PARKING STALL
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

EBL & S

DEVELOPMENT
1" = 30'-0"
2013-10187
11/20/14
A6-4.0

ACCESSIBILITY

SITE PLAN

SPAR SUBM
ITTAL

DESCRIPTION DATE
1" = 30'-0" 1ACCESSIBILITY SITE PLAN
0' 15' 30' 60' 120'
FIRE W
ALL

FIRE WALL
FIRE W
ALL

FIRE WALL

DETECTABLE

WARNING PAVERS

DETECTABLE

WARNING PAVERS

ACCESSIBLE

PARKING STALL

VAN ACCESSIBLE

PARKING STALL

ALL RETAIL SPACES WILL HAVE ACCESSIBLE ACCESS FROM THE PUBLIC WAY

ALL OFFICE SPACES WILL HAVE ACCESSIBLE ACCESS FROM THE PUBLIC WAY R 24' - 0"
OFFICE
RETAIL
RETAIL
RETAIL
RETAIL
OFFICE
COMMUNITY/REC. ROOM
STAIR G1-2
TRASH G1-1
LOBBY G1-1
LOBBY G1-2
STAIR G1-1
LOBBY G1-3
MAIL G1-1 LOBBY 1-3
STAIR 1-1

BICYCLE STORAGE

MAINTENANCE
RETAIL

VAN ACCESSIBLE PARKING STALL

ACCESSIBLE PARKING STALL

DETECTABLE WARNING PAVERS

DETECTABLE

WARNING PAVERS

VAN ACCESSIBLE

PARKING STALL

ACCESSIBLE PARKING STALL

DETECTABLE WARNING PAVERS

DETECTABLE

WARNING PAVERS
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING MU-1
MU1

EBL & S

DEVELOPMENT
1" = 30'-0"
2013-10187
11/20/14
A6-4.1

ACCESSIBILITY

SPAR SUBM
ITTAL

DESCRIPTION DATE
1" = 30'-0" 1MU-1 - LEVEL 1 ACCESSIBILITY
1" = 30'-0" 2MU-1 - LEVEL 2 ACCESSIBILITY (LVL 3 SIM.)
1" = 30'-0" 3MU-1 - LEVEL 4 ACCESSIBILITY (LVL 5 SIM.)

FIRE WALL

FIRE WALL
FIRE W
ALL
FIRE W
ALL

FIRE WALL
FIRE W
ALL

FIRE WALL

FIRE WALL
FIRE W
ALL
FIRE W
ALL

FIRE WALL
FIRE W
ALL

VAN ACCESSIBLE PARKING STALL

DETECTABLE WARNING PAVERS

ACCESSIBLE PARKING STALL

DETECTABLE WARNING PAVERS

ACCESSIBLE PARKING STALL

DETECTABLE WARNING PAVERS

ACCESSIBLE PARKING STALL
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-2
RE2

EBL & S

DEVELOPMENT
1/32" = 1'-0"
2013-10187
11/20/14
A6-4.2

ACCESSIBILITY

SPAR SUBM
ITTAL
1/32" = 1'-0" 1BLDG_2 - LEVEL 1 ACCESSIBILITY
1/32" = 1'-0" 2BLDG_2 - LEVEL 2 ACCESSIBILITY (LVL 3-5 SIM.)

DESCRIPTION DATE

FIRE WAL
L

FIRE WALL
FIRE W
ALL

FIRE WALL
FIRE W
ALL
FIRE W
ALL
FIRE W
ALL

FIRE WAL
L

FIRE WALL
FIRE W
ALL

FIRE WALL
FIRE W
ALL
FIRE W
ALL
FIRE W
ALL

VAN ACCESSIBLE PARKING STALL

DETECTABLE WARNING PAVERS
R 24' - 0"

ACCESSIBLE PARKING STALL

DETECTABLE WARNING PAVERS

DETECTABLE WARNING PAVERS
R 24' - 0"

ACCESSIBLE PARKING STALL
R 24' - 0"
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-3
RE3

EBL & S

DEVELOPMENT
1/32" = 1'-0"
2013-10187
11/20/14
A6-4.3

ACCESSIBILITY

SPAR SUBM
ITTAL
1/32" = 1'-0" 1RE-3 - LEVEL 1 ACCESSIBILITY
1/32" = 1'-0" 2RE-3 - LEVEL 2 ACCESSIBILITY (LVL 3-5 SIM.)

DESCRIPTION DATE

FIRE WALL

FIRE WALL
UP
FIRE W
ALL

FIRE WALL

FIRE WALL DN
FIRE W
ALL
JOB NO.

DATE
SCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.

AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR

BUILDING RE-4
RE4

EBL & S

DEVELOPMENT
1/32" = 1'-0"
2013-10187
11/20/14
A6-4.4

ACCESSIBILITY

SPAR SUBM
ITTAL
1/32" = 1'-0" 1RE-4 - LEVEL 1 ACCESSIBILITY
1/32" = 1'-0" 2RE-4 - LEVEL 2 ACCESSIBILITY (LVL 3-5 SIM.)

DESCRIPTION DATE
Arup North America Ltd.560 Mission Street, Suite 700San Francisco, CA 94105 USATel (415) 957 9445 Fax (415) 957 9096www.arup.com

SPAR SUBMITTAL
JOB NO.DATESCALE

REVISIONS

SHEET TITLE

SHEET NUMBER
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO MVE & PARTNERS INC.AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION,BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FORANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERSWITHOUT THE PRIOR WRITTEN CONSENT OF MVE & PARTNERS INC. ALL RIGHTS5(6(59('&23<5,*+7

DEVELOPMENT OWNER

LANDSCAPE ARCHITECT

ARCHITECTLAND SURVEYOR
SHEET NO: TITLESHEET INDEX
MVE & Partners, Inc.1900 Main Street, Suite 800Irvine, CA 92614-7318Phone (949) 809-3388 GLS Landscape/Architecture0LVVLRQ6WUHHW6XLWH6DQ)UDQFLVFR&$ Phone (415) 285-3614

PROJECT LOCATION MAP

CIVIL & GEOTECHNICAL ENGINEER
(SUBJECT TO THE STATION PARK GREEN DEVELOPMENT AGREEMENT) JMH Weiss Inc.150 S. Almaden Blvd., Suite 700San Jose, CA 95128Phone (408) 286-4555

STATION PARK GREENCITY OF SAN MATEO, CALIFORNIA

SITE DEVELOPMENT PLANNING APPLICATION
Arup North America Ltd560 Mission Street, Suite 700San Francisco, CA 94103Phone (415) 957-9445 C 0.0C 0.1C 1.0C 2.0C 3.0C 3.1C 3.2C 4.0C 5.0C 6.0V 1.0V 1.1

TITLE SHEETNOTESTOPOGRAPHIC SURVEYDEMOLITION PLANROADWAY PLANROADWAY SECTIONSCONCAR MULTI-USE PATHGRADING AND DRAINAGE PLANUTILITY PLANDETAILSVESTING TENTATIVE MAPVESTING TENTATIVE MAP EBL&S Development LLC803 Laurel Avenue, Unit #1San Mateo, CA 94401Phone (650) 796-1700 TITLE SHEETC 0.0236994-0011/20/2014N/A

PLANCONSTRUCTION ACCESS
Arup North America Ltd.560 Mission Street, Suite 700San Francisco, CA 94105 USATel (415) 957 9445 Fax (415) 957 9096www.arup.com

SPAR SUBMITTAL
JOB NO.DATESCALE

REVISIONS

SHEET TITLE

DEVELOPMENT
GENERAL NOTES:1. THE INFORMATION CONTAINED HEREIN DESCRIBES THE OVERALL DESIGN INTENT OF STATION PARKGREEN DEVELOPMENT IN ACCORDANCE WITH THE STATION PARK GREEN SPECIFIC PLAN AMENDMENTAND STATION PARK GREEN DESIGN GUIDELINES AND DEVELOPMENT STANDARDS. IT IS EXPECTEDTHAT AS DESIGNS AND OTHER PROJECT ELEMENTS ARE APPROVED BY THE CITY, THERE MAY BEMINOR MODIFICATIONS AND ADJUSTMENTS TO THE DESIGNS FOR OTHER INFRASTRUCTUREDEVELOPMENT AS SHOWN HEREIN. THUS, MODIFICATIONS AND ADJUSTMENTS SHALL BE ALLOWED.SO LONG AS THE MODIFICATIONS AND ADJUSTMENTS ARE IN SUBSTANTIAL CONFORMANCE WITHOVERALL DESIGN INTENT FOR THE INFRASTRUCTURE DEVELOPMENT AS SHOWN HEREIN. SPECIFICINFORMATION INCLUDING, BUT NOT LIMITED TO CURB CUT LOCATIONS, STREET AND SIDEWALKELEVATIONS, UTILITY LOCATIONS AND ELEVATIONS, TEMPORARY CONSTRUCTION FACILITIES,EASEMENT LOCATIONS, DRAINAGE FACILITIES, LANDSCAPING SIGNAGE AND STRIPING, STREET CROSSSECTIONS ARE ILLUSTRATIVE: THE PRECISE LOCATIONS, TYPES, QUANTITIES AND SIZES MAY BEMODIFIED OR ADJUSTED AS APPROVED BY THE CITY PRIOR TO GRADING PERMIT APPROVAL.2. ARUP PERFORMED GEOTECHNICAL INVESTIGATIONS WHICH ARE PRESENTED IN A DOCUMENT,PRELIMINARY GEOTECHNICAL INVESTIGATION, STATION PARK GREEN, SAN MATEO, CALIFORNIA DATEDAPRIL 10, 2007 FOR THIS PROJECT, IMPLEMENTATION OF THE GRADING PLANS SHELL BE PERFORMEDIN ACCORDANCE WITH THE GEOTECHNICAL REPORT.3. EASEMENT INFORMATION SHOWN ON LAYOUT, GRADING, AND UTILITY PLANS IS ILLUSTRATIVE ONLY.%$6,62)%($5,1*6 7+(%($5,1*1257+
:(672)7+(/,1(%(7:((17:2)281'$7,21MONUMENTS AS SHOWN ON PARCEL MAP FILED FOR RECORD IN BOOK 16 OF MAPS AT PAGE 21.5. TOPOGRAPHIC BENCHMARKS:CITY OF SAN MATEO BENCHMARK #038-001RAMSET NAIL AND WASHER LOCATED AT BACK OF WALL SOUTHEASTERLY SIDE OF HWY-92OVERCROSSING AT PACIFIC BOULEVARDELEVATION = 7.67 FEET, CITY OF SAN MATEO DATUMELEVATIONS SHOWN HEREON ARE SHOWN PER THE ADJUSTED CITY OF SAN MATEO DATUM (SANMATEO DATUM PLUS 100 FT) TO ELIMINATE NEGATIVE ELEVATIONS.6. DRAWING SHALL NOT BE SCALED.

EXISTINGCONTOUR LINESTORM DRAIN MANHOLEFLOWLINE10sd

PROPOSED
10 gsejt
10 STORM DRAINSDGSEWWATERELECTRICALSANITARY SEWERGAS

JTJOINT TRENCH
w
(E) STORM DRAIN(E) GAS(E) SANITARY SEWER(E) ELECTRICAL(E) WATER(E) JOINT TRENCH

SANITARY SEWER CLEANOUTSANITARY SEWER MANHOLE

CATCH BASIN/DRAINAGE INLET

FLOW LINEDIRECTION OF FLOW & SLOPEEASEMENTCONTOUR LINE

IRDELTADRAIN INLET/CATCH BASINWATER VALVEFIRE HYDRANTWATER METERBLOW-OFF VALVEAIR-RELIEF VALVE S

PROPERTY LINE, PARCEL LINE,
D

RIGHT-OF-WAY LINELIP OF GUTTER, FACE OF CURB,AND BACK OF CURBCENTERLINE OF ROADWAY

SANITARY SEWER CLEANOUTSANITARY SEWER MANHOLESTORM DRAIN MANHOLESURVEY MONUMENTIRRIGATION CONTROLLER,METER & BACKFLOWPREVENTER ASSEMBLY

CURB RAMPUTILITY END CAP

MAXIMUMMANHOLEMINIMUMNORTHNORTHINGNOT IN CONTRACTNUMBERNOT TO SCALEORIGINAL GRADE/ORIGINAL GROUNDPUBLIC ACCESS EASEMENTPEDESTRIANPOINT OF CURVATUREPOINT OF COMPOUND CURVEPORTLAND CEMENT CONCRETEPROFILE GRADEPACIFIC GAS AND ELECTRICPARKINGPROPERTY LINE/PARCEL LINEPOINT OF HORIZONTAL CURVEPOINT OF TANGENTPOINT OF REVERSE CURVATUREPRIMARYPROPOSEDPLANTING STRIPPROPOSED STORM DRAIN EASEMENTPUBLIC SERVICE EASEMENTPOINT OF TANGENCY, POINTPUBLIC UTILITIES EASEMENTPOLYVINYL CHLORIDEPOINT OF VERTICAL INTERSECTIONPAVEMENTREINFORCED CONCRETE PIPERADIUSRIGHTRIGHT OF WAY (STREET)SOUTH, SLOPESTORM DRAINSTORM DRAIN EASEMENTSTORM DRAIN MANHOLESEE CIVIL DRAWINGSSANITARY SEWERSANITARY SEWER CLEANOUTSANITARY SEWER EASEMENTSANITARY SEWER FLOWLINESANITARY SEWER FORCE MAINSANITARY SEWER MANHOLESTREETSTATIONSIDEWALKTOP OF CURBTEMPORARY CONSTRUCTION EASEMENTTELEPHONETEMPORARYTOP OF FOOTINGTOP OF PILE CAPTOP OF SLOPETEMPORARY SIDEWALK EASEMENTTYPICALTOP OF WALL ELEVATIONUNDERDRAIN CLEAN OUTUNLESS OTHERWISE NOTEUTILITYVARIESVERTICAL CURVE/ VERTICAL CURBVERTICALWATER, WATERLINE, WESTWATER METERWITH MAXMHMINNN 1395.2NICNO., #NTSOGPAEPEDPCPCCPGPG&EPKGPLPOCPOTPRCPRIPROP, (P)P.S.PSDEPSEPTPUEPVCPVIPVMTRCPRRT.R/WSSDSDESDMHSICSSSSCOSSESSFLSSFMSSMHSTSTASWTCTCETELTEMPTOFTOPCTOSTSWETYPTWUDCOU.O.N.UTILVARVCVERTWWMW/ POINT AT THE CURB RETURNAGGREGATE BASEANGLE POINTASPHALT CONCRETEAREA DRAINASSESSOR'S PARCEL NUMBERBEGIN CURVEBEGIN CURB RETURNBEGINBENCHMARKBLOWOFF ASSEMBLYBOTTOMBLUE PAVEMENT MARKERBEGIN VERTICAL CURVEBACK OF WALKBOTTOM OF WALL ELEVATIONCURVE NUMBER IN CURVE TABLECALIFORNIA WATER SERVICE COMPANYCATCH BASINCALIFORNA DEPARTMENT OF TRANSPORATIONCURB & GUTTERCLASSCHAIN LINKCLEARCONCRETECONSTRUCTIONCITY OF SAN MATEOCURB RAMP (CASE #)DRAINAGE INLETDIAMETERDRIVEWAYDRAWINGELECTRIC, EASTEASTINGEXISTINGEASEMENTEND CURVEEND CURB RETURNEXISTING GROUNDELEVATIONEDGE OF PAVEMENTEND VERTICAL CURVEFUTUREFACE OF CURBFINISHED GRADEFLOW LINEFIRE SERVICEFEETGASGRADE BREAKGROUND WATER LEVELHIGH DENSITY POLYETHYLENEHORIZONTALHIGH POINT, HINGE POINT, HIGH PRESSUREINVERTJOINT TRENCHLENGTHLANDSCAPE EASEMENTLEFTLINEAR FEETLIP OF GUTTERLOW POINT GRADING NOTES:1. SURFACES SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES.2. MINIMUM SLOPE AT PAVED AREA IS TYPICALLY 0.5%. MINIMUM SLOPE AT PLANTED AREA IS TYPICALLY1%. PAVEMENT SHALL TYPICALLY SLOPE AT 1% TO 2% MIN. AWAY FROM FACE OF BUILDING UNLESSOTHERWISE NOTED. CROSS SLOPES PERPENDICULAR TO THE PATH OF TRAVEL SHALL NOT TYPICALLYEXCEED 2%. RAMP SLOPES SHALL NOT EXCEED 1:12 SLOPE AT LANDING BETWEEN RAMPS SHALL NOTEXCEED 2%.3. EXISTING CLEAN TOPSOIL MAY BE AVAILABLE AND STOCKPILED FOR RE-USE. TOPSOIL RE-USE TO BECONFIRMED PENDING THE RESULTS OF THE TOPSOIL ANALYSIS.4. MAINTAIN EXISTING GRADE AT " EXISTING PLANT MATERIAL TO REMAIN AND BE PROTECTED". DO NOTDISTURB GRADE WITHIN DRIPLINE OF TREES INDICATED "EXISTING PLANT MATERIAL TO REMAIN ANDBE PROTECTED" UNLESS OTHERWISE NOTED. NO EQUIPMENT, STOCKPILING, OR DEBRIS MAY BESTORED WITHIN TREE ROOT ZONE.5. WHEN CONSTRUCTION OCCURS WITHIN DRIPLINE OF TREES INDICATED "EXISTING PLANT MATERIAL TOREMAIN AND BE PROTECTED". HAND CLEAR AND HAND EXCAVATE TO MINIMIZE DAMAGE TO ROOTSYSTEM. EXCAVATE BY HAND USING NARROW-TINE SPANDING FORKS AND COMB SOIL TO EXPOSEROOT SYSTEM. SUPPORT AND PROTECT ROOTS FROM DAMAGE. DO NOT BREAK OR CHOP ROOTS.6. DRAWINGS SHOW FINISH GRADE UNLESS OTHERWISE NOTED.7. PROPOSED GRADES ARE SHOWN TO ILLUSTRATE THE INTENT OF GRADING STRATEGY. GRADES MAYCHANGE DURING DETAIL DESIGN.8. IF VISIBLY CONTAMINATED OR CHEMICALLY ODOROUS SOIL IS ENCOUNTERED DURINGCONSTRUCTION, THE CONTRACTOR WILL STOP WORK IN THE AREA AND CONTACT THE OWNER.UTILITY NOTES:1. UNLESS EXTERNAL AGENCIES OR SITE CONDITIONS REQUIRE OTHERWISE, VAULTS, BOXES, ETC.SHALL TYPICALLY BE FLUSH TO GRADES ALIGNED AND SET PARALLEL TO ADJACENT JOINTS, CURBS.ETC.2. IRRIGATION CONNECTIONS TO WATER MAIN, BACKFLOW PREVENTERS, METERS AND CONTROLCABINETS TO BE LOCATED IN THE LANDSCAPE STRIP ARE SHOWN ILLUSTRATIVELY.

S
D
NOTESC 0.1236994-0011/20/2014N/A

ABBREVIATIONS
LEGEND

Arup North America Ltd.560 Mission Street, Suite 700San Francisco, CA 94105 USATel (415) 957 9445 Fax (415) 957 9096www.arup.com

SPAR SUBMITTAL
JOB NO.DATESCALE

REVISIONS

SHEET TITLE

DEVELOPMENT
LEGEND: 1 REMOVE EXISTING WATER LINE 2 REMOVE EXISTING SANITARY SEWER 3 REMOVE EXISTING STORM DRAIN 4 REMOVE EXISTING ELECTRICAL CONDUIT 5 REMOVE DRAIN INLET 6 REMOVE LIGHT FIXTURE AND POLE 7 REMOVE FIRE HYDRANT 8 REMOVE OVERHEAD ELECTRICAL AND COMMUNICATIONSCABLE AND POLES. FOR PLACEMENT UNDERGROUND,REFER TO C-5.0. 9 REMOVE GASOLINE UNDERGROUND STORAGE TANKS.10 REMOVE TRANSFORMER11 REMOVE RAISED PLANTERREMOVE CLARIFIERREMOVE EXISTING UTILITYREMOVE EXISTING ASPHALT PAVEMENTREMOVE EXISTING CONCRETE PAVEMENTREMOVE EXISTING CONCRETE SIDEWALK/ISLAND AND ASSOCIATED CURB/GUTTERREMOVE EXISTING BUILDINGREMOVE VEGETATED LANDSCAPEAND ASSOCIATED CURB/GUTTER6FT HIGH CHAINLINK FENCE WITH GREEN FABRIC BACKING6FT HIGH GREEN SLAT FENCECONSTRUCTION ACCESS 1" = 40'
//
DEMOLITIONPLANC 2.0
0'80'40'40'GRAPHIC SCALE
236994-0011/20/2014
GENERAL NOTES:1.DEMOLITION PLANS ARE INCLUDED FOR INFORMATION ONLY. THECONTRACTOR SHALL SUBMIT A SEPARATE DEMOLITION PERMITAPPLICATION, WHICH WILL CONTAIN DEMOLITION PLANS, A DEMOLITIONSPECIFIC STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ANDRECYCLING PLAN.2.REFER TO L-0.2 FOR TREE REMOVAL PLAN.DEMOLITION NOTES:1.DEMOLITION WORK SHALL INCLUDE REMOVAL OF ALL EXISTINGBUILDINGS, ASPHALTIC CONCRETE, SITE UTILITIES, SIDEWALKS,CONCRETE PAVEMENT, STEEL BRACING, CONCRETE FOOTINGS, TREES,LIGHT FIXTURES, EXTERIOR WALLS, ROOFING SYSTEM, INTERIORPARTITIONS, CEILING, FLOOR FINISH MATERIALS, CASEWORK, EQUIPMENT,SPECIALTIES, MECHANICAL AND ELECTRICAL SYSTEMS AND OTHER ITEMS,UNLESS OTHERWISE NOTED.2.DEMOLITION CONTRACTOR MUST SUBMIT NOTIFICATION FORM TO BAYAREA AIR QUALITY MANAGEMENT DISTRICT FOR J# AT LEAST 10 WORKINGDAYS PRIOR TO COMMENCEMENT OF DEMOLITION.3.ALL EXISTING EMERGENCY SYSTEMS TO BE MAINTAINED IN PLACE, (I.E.,SPRINKLER SYSTEM, CORRIDORS, ALARM SYSTEM, EMERGENCYLIGHTING), UNTIL IMMEDIATELY PRIOR TO DEMOLITION.4.DEMOLITION CONTRACTOR SHALL CONTACT UTILITIES TO SHUT-OFF, CAPOR REMOVE UTILITY SERVICE PRIOR TO REMOVAL OF UTILITY LINES.5.NOTIFICATION OF WATER MAIN REMOVAL SHALL BE PROVIDED TOCALWATER BY THE CONTRACTOR, PRIOR TO COMMENCEMENT OFDEMOLITION.6.A TANK REMOVAL PERMIT FROM CITY OF SAN MATEO FIRE DEPARTMENTSHALL BE REQUIRED PRIOR TO REMOVAL OF THE UNDERGROUND TANK.7.DEMOLITION CONTRACTOR SHALL ESTABLISH A SAFETY PROGRAM TOMINIMIZE DANGERS OF FIRE, COLLAPSE, PANIC AND EXPLOSION.8.TRASH, LUMBER, DEBRIS OR OTHER MATERIALS CONSIDERED TO BEFLAMMABLE OR HAZARDOUS SHALL NOT BE STORED OR ALLOWED TOACCUMULATE IN QUANTITIES THAT ENDANGER LIFE OR PROPERTY.9.DIRECT ACCESS TO FIRE HYDRANTS, FIRE DEPARTMENT CONNECTIONSAND FIRE ALARM STATIONS MUST BE MAINTAINED AT ALL TIMES.HYDRANTS, CONNECTIONS AND FIRE ALARM STATIONS MUST BE EASILYVISIBLE AT ALL TIMES. PROVIDE FIRE EXTINGUISHERS, NUMBER ANDTYPE SUITABLE FOR TYPE OF FIRE ASSOCIATED WITH THE HAZARDSPRESENT.10.DEMOLITION CONTRACTOR TO PROVIDE AND POST AN EMERGENCY FIREPROCEDURE PLAN FOR EVACUATION AND CONTAINMENT OF FIRE.11.DEMOLITION CONTRACTOR MUST PROVIDE AND MAINTAIN ALLTEMPORARY MEASURES TO CONTROL DUST, NOISE, AIR QUALITY,EROSION AND SEDIMENT AND WASTE CONTROL IN COMPLIANCE WITHALL APPLICABLE FEDERAL, STATE, LOCAL CODE AND REGULATIONS,PROJECT CONDITIONS OF APPROVAL AND MITIGATION MONITORING ANDREPORTING PROGRAM.12.DEMOLITION WORK MUST PROCEED IN PHASES SUCH THAT REMOVAL ANDABATEMENT OF HAZARDOUS MATERIALS MUST OCCUR FIRST.13.WORK PLAN SHALL BE SUBMITTED BY DEMOLITION CONTRACTORINDICATING SEQUENCE OF WORK, ACCESS TO SITE, ROUTES TO BE USEDBY TRUCKS AND OTHER VEHICLES, LOCATION OF SITE PARKING ANDSTAGING AREAS, AND LOCATIONS OF FENCES AND BARRICADES.14.CLEARING WORK SHALL NOT BEGIN UNTIL FENCES, BARRICADES,EROSION-SEDIMENT CONTROL MEASURES, WARNING SIGNS AND OTHERPEDESTRIAN CONTROL DEVICES ARE INSTALLED.15.PRIOR TO DEMOLITION, CONTRACTOR SHALL COORDINATE WITHARCHITECT AND OWNER FOR ITEMS TO BE SALVAGED.16.TREE DEMOLITION SHALL INCLUDE CHIPPING TREE DEBRIS ANDDIVERSION TO COGENERATION PLANT AS FUEL, WHERE FEASIBLE.17.TREE DEMOLITION SHALL INCLUDE STUMP GRINDING.18.EXISTING SUBSURFACE UTILITIES SHALL BE REMOVED, UNLESS NOTEDOTHERWISE.19.HAZARDOUS MATERIALS ABATEMENT AND CONTROL SHALL INCLUDE PLANFOR HANDLING AND DISPOSAL OF ASBESTOS-CONTAINING MATERIALS,LEAD-BASED PAINTS, LEAD-CONTAINING MATERIALS, EXISTING BALLASTSCONTAINING PCB, MERCURY-CONTAINING LAMPS, MERCURY SWITCHES,RADIOACTIVE ISOTOPE SMOKE DETECTORS, WASTE OIL FROMEQUIPMENT, REFRIGERANTS FROM HVAC EQUIPMENT.20.EXISTING PAVEMENT SHALL REMAIN AS NECESSARY UNTIL REQUIRED TOBE REMOVED BY GRADING OPERATIONS.CONSTRUCTION AND DEMOLTION DEBRISRECYCLING PROGRAM:1.ALL NEW CONSTRUCTION AND DEMOLITION OF COMMERCIAL BUILDINGSMUST COMPLY WITH CITY OF SAN MATEO ORDINANCE FORCONSTRUCTION & DEMOLITION DEBRIS DIVERSION. CONTACT CITY OFSAN MATEO RECYCLING SPECIALIST AT 650 522-7346.2.DEMOLITION CONTRACTOR MUST FILL OUT CITY OF SAN MATEO FORMFOR CONSTRUCTION & DEMOLITION PROJECTS-RECYCLING & WASTEREDUCTION PLAN. FORM AVAILABLE AT:HTTP://WWW.CITYOFSANMATEO.ORG/DOWNLOADS/PUBWORKS.3."WEIGHT TAGS" ARE REQUIRED FROM DEBRIS BOXES AND SELF-HAULTRUCK LOADS, WHETHER RECYCLED OR GARBAGE.4.DEBRIS BOX COMPANIES KEEP TAGS UNTIL PROJECT IS COMPLETED.5.DIVERSION RATE REQUIREMENTS: MINIMUM RECYCLING RATE OF 60% ISREQUIRED FOR ALL NEW CONSTRUCTION AND DEMOLITION. 236994-00C 3.01" = 40'

ROADWAYPLAN
GRAPHIC SCALE40'40'80'0'Arup North America Ltd.560 Mission Street, Suite 700San Francisco, CA 94105 USATel (415) 957 9445 Fax (415) 957 9096www.arup.com

SPAR SUBMITTAL
JOB NO.DATESCALE

REVISIONS

SHEET TITLE

DEVELOPMENT
11/20/2014
LEGEND: RXX' CURB RADIUSCURB RAMPCROSSWALKBIKE PATHSTOP SIGNSTOP BAREMERGENCY VEHICLE ACCESS EASEMENTEMERGENCY VEHICLE TURNING PATHTRAFFIC FLOW DIRECTION D-1
D-2 D-1 STATION PARK CIRCLE AND GARVEY WAY
D-2 GREEN WAY AND CONCAR DRIVE
SCALE 1" = 20'
SCALE 1" = 20'
Arup North America Ltd.560 Mission Street, Suite 700San Francisco, CA 94105 USATel (415) 957 9445 Fax (415) 957 9096www.arup.com

SPAR SUBMITTAL
JOB NO.DATESCALE

REVISIONS

SHEET TITLE

DEVELOPMENT
1" = 40'
ROADWAYSECTIONSC 3.1236994-0011/20/2014
NOTES:1. TOPOGRAPHIC INFORMATION,STREET RIGHT-OF-WAY (R/W) AND/ORPROPERTY LINES ARE SHOWNILLUSTRATIVELY.2. EXISTING RIGHT-OF-WAY WIDTH ISAPPROXIMATE, AS TWO DISCRETESURVEYS HAVE BEEN OVERLAID TOCREATE THIS EXHIBIT.3. 2-FEET ZONE IS TO PROVIDECLEARANCE FROM THE BUILDING TOMULTI-USE PATH PER AASHTO'SBICYCLES GUIDE RECOMMENDATION.

LEGEND:Multi-Use PathConcrete SidewalkUnit PaversUpdated EasementProperty Line Arup North America Ltd.560 Mission Street, Suite 700San Francisco, CA 94105 USATel (415) 957 9445 Fax (415) 957 9096www.arup.com

SPAR SUBMITTAL
JOB NO.DATESCALE

REVISIONS

SHEET TITLE

DEVELOPMENT

MATCHLINE A

MATCHLINE A
PLANScale: 1'=20'
PLANScale: 1"=20'
C 3.211/20/20141" = 20'236994-00

CONCARMULTI-USE PATH
0'80'40'40'GRAPHIC SCALE
Arup North America Ltd.560 Mission Street, Suite 700San Francisco, CA 94105 USATel (415) 957 9445 Fax (415) 957 9096www.arup.com

SPAR SUBMITTAL
JOB NO.DATESCALE

REVISIONS

SHEET TITLE

DEVELOPMENT
SPAR
C 4.01" = 40'

GRADING ANDDRAINAGE PLAN
NOTES:1.THE GRADING AND STORM DRAIN SYSTEM SHOWN IN THE COURTYARDAND INTERNAL WALKWAYS IS ILLUSTRATIVE, TO BE CONFIRMEDDURING DETAIL DESIGN.2.PERMEABLE/IMPERMEABLE AREA CALCULATION SUMMARIZES THEPERMEABILITY OF THE BUILDINGS, PARKS AND STREETS. THESTORMWATER TREATMENT AREAS SHOWN ON THIS PLAN ARE BESTMANAGEMENT PRACTICES (BMPs) SIZED TO TREAT STORMWATERRUN-OFF FROM THE PROJECT. THE POST-CONSTRUCTION PEAKSTORMWATER DISCHARGE RATE ENTERING THE CITY'S STORM DRAINSYSTEM FROM THE SITE WILL BE LESS THAN THE PRE-CONSTRUCTIONPEAK STORMWATER DISCHARGE RATE.3.SUBDRAINS WILL BE INSTALLED ALONG THE INSIDE OF THE NORTHERNAND WESTERN PROPERTY LINE TO CAPTURE RUNOFF FROM EVAEPRIOR TO FLOWING TO POST OFFICE AND CALTRAIN PARKING LOT4.EROSION CONTROL FACILITIES SHALL BE PROVIDED DURINGCONSTRUCTION AND WILL BE INSTALLED IN ACCORDANCE WITH THECITY OF SAN MATEO'S EROSION AND SEDIMENT REQUIREMENTMANUAL.5.ALL STORM DRAINS REQUIRED TO HAVE "NO DUMPING--DRAINS TOBAY" STENCILED IN ACCORDANCE WITH COUNTY OF SAN MATEO C.3REQUIREMENTS6.CUT-FILL ANALYSIS IS BASED ON BULK VOLUMES AND DOES NOTINCLUDE BULKING/SHRINKAGE FACTORS, TRENCH/FOUNDATIONSPOILS, ETC. VOLUMES TO BE CONFIRMED DURING DETAIL DESIGN.LEGEND:

TOTAL AREA(ACRES)EXISTING11.9811.981.04IMPERVIOUS AREA(ACRES)PROPOSEDPERVIOUS AREA(ACRES)SURFACE10.948.033.95 236994-0011/20/2014

STORMWATER TREATMENT AREA
XX.X' HPELEVATION HIGH POINT XX.X' LPELEVATION LOW POINTBMP - STORM WATER TREATMENT AREACATCH BASINSTORM DRAIN MANHOLEPROPOSED STORM DRAINEXISTING STORM DRAINPROPOSED CONTOUREXISTING CONTOUR D
NET CUT (CU. YD.)
CUT-FILL VOLUME ANALYSISFILL (CU. YD.)CUT (CU. YD.)21,30013,5007,800 sdSD103
0'80'40'40'GRAPHIC SCALE

UTILITYPLAN
1" = 40'
0'80'40'40'GRAPHIC SCALE
8" W
8" W
8" W
8" W
8" W
8" FH CONNECTION8" W (E)
10" W (E)
24" W (E)
8" W (E) CONNECT TO 8"W (E)CONNECT TO 8"W (E)
CONNECT TO33" SS (E)RIM: 100.5'INV: 91.2'OPTION 2:CONNECT TO10" W (E)LEGEND:PROPOSED WATEREXISTING WATERPROPOSED FIRE HYDRANTEXISTING FIRE HYDRANTFIRE DEPARTMENT CONNECTIONSANITARY SEWEREXISTING SANITARY SEWERPROPOSED JOINT TRENCHILLUSTRATIVE POINT OF CONNECTIONBACKFLOW PREVENTORSAND/OIL SEPARATORILLUSTRATIVE ELECTRICAL ANDCOMMUNICATIONS VAULT ww
SSJT
8" SS
8" SS

CONNECT DRYUTILITIES INDELAWARE ST
OPTION 1:CONNECTTO 24" W (E)33" SS (E)
24" SS (E)
CONNECT TO8" SS (E)RIM: 104.1'INV: 97.4'
24" G (E)
4" G (E)
Arup North America Ltd.560 Mission Street, Suite 700San Francisco, CA 94105 USATel (415) 957 9445 Fax (415) 957 9096www.arup.com

SPAR SUBMITTAL
JOB NO.DATESCALE

REVISIONS

SHEET TITLE

DEVELOPMENT
CONNECT TO 8"SS (E)

EXISTING OVERHEADELECTRICAL ANDCOMMUNICATION LINESTO BE RELOCATEDUNDERGROUND C 5.0

ELECTRICAL ANDCOMMUNICATIONSCONNECTION
SAND/OIL SEPARATOR.SEE NOTE 1
SAND/OILSEPARATOR.SEE NOTE 1
SAND/OILSEPARATOR.SEE NOTE 1
SAND/OILSEPARATOR.SEE NOTE 1
ELEC
FDC
236994-0011/20/2014
BUILDING RE-4BUILDING MU-1
BUILDING RE-2BUILDING RE-3
Arup North America Ltd.560 Mission Street, Suite 700San Francisco, CA 94105 USATel (415) 957 9445 Fax (415) 957 9096www.arup.com

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DETAILSC 6.0236994-0011/20/2014NTS

San Mateo City CouncilNovember 17, 2025

San Mateo City Council
November 17, 2025