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PROJECT SITE
VICINITY MAP
PROJECT CODE ANALYSISBAY STREET APARTMENTS
GENERAL PROJECT NOTES1. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THE CONTENT OF THESE
DRAWINGS PRIOR TO PROCEEDING WITH THE WORK.
2. THE CONTRACTOR SHALL PREVIEW DESIGN INTENT AS SUBSTANTIATED IN THESE DOCUMENTS PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL ISSUE REQUEST FOR INFORMATION (RFI'S) INQUIRIES TO THE OWNER AND THE ARCHITECT WHERE DESIGN INTENT IS NOT SELF EVIDENT TO ELIMINATE DETRIMENTAL INTERPRETATIONS.
3. IN THE EVENT THE CONTRACTOR FINDS A CONFLICT OR DISCREPANCY WITH THESE DRAWINGS, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IN WRITING. SHOULD THE CONTRACTOR PROCEED WITHOUT NOTIFYING THE ARCHITECT OF SUCH CONFLICT, THE CONTRACTOR SHALL BE PROCEEDING AT THEIR OWN RISK & ASSOCIATED LIABILITY.
4. THESE DRAWINGS SERVE TO REPRESENT DESIGN INTENT AS DIRECTED BY THE OWNER & COMPLIANT WITH GOVERNING JURISDICTIONAL LAW. IN NO WAY SHALL THESE DRAWINGS SERVE TO DICTATE METHODS OF CONSTRUCTION RELATIVE TO ADHERENCE TO EITHER. IT IS THE CONTRACTOR'S & OWNER'S RESPONSIBILITY TO WORK WITHIN THE PARAMETERS OF THE AGENCY APPROVED DOCUMENTS TO MAINTAIN THE INTEGRITY OF THE DESIGN INTENT AND AGENCY COMPLIANCE.
5. GENERAL CONTRACTOR IS RESPONSIBLE FOR UNDERSTANDING THE WSEC REQUIREMENTS AND MEET ANY AND ALL REQUIREMENTS FOR COMPLETING A PROPERLY INSULATED AND SEALED SHELL (WHERE APPLICABLE). THIS INCLUDES MEETING WSEC REQUIREMENTS FOR LIMITING AIR INFILTRATION.
6. THE WSEC C406 OPTIONS USED ARE C406.9 REDUCED AIR INFILTRATION AND C406.3 REDUCED LIGHTING POWER.
LDAP SUBMITTALJune 26, 2020
APPLICABLE CODES
2015 INTERNATIONAL BUILDING CODE (including IBC 2015-WSBC Amendments, July 1, 2016, w/IEBC-2015 and ANSI-2009)
2015 INTERNATIONAL MECHANICAL CODE (including IMC 2015-WSBC Amendments, July 1, 2016, w/ IFGC-2015, NFPA-54, NFPA-58)
2015 INTERNATIONAL FIRE CODE (including IFC 2015-WSBC Amendments, July 1, 2016)
2015 UNIFORM PLUMBING CODE (including UPC 2015-WSBC Amendments, July 1, 2016)
2014 NATIONAL ELECTRICAL CODE (NFPA 70) - SEE DEPT. OF L& I ADOPTION/ AMENDMENTS
2015 INTERNATIONAL FUEL GAS CODE (WAC 51-50)
2015 WASHINGTON STATE ENERGY CODE (WAC 51-11C)
ICC / ANSI A.117-2009 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (including IBC 2015-WSBC Amendments, July 1, 2016, w/IEBC-2015 and ANSI-2009)
CITY CODE - PORT ORCHARD MUNICIPAL CODE (POMC)
PROJECT NAME 429 BAY STREET APARTMENTS
PROJECT DESCRIPTION NEW FOUR STORY MULTI-FAMILY, MIXED USE, BUILDING. FIRST STORY PARKING CONCRETE PODIUM w/ THREE WOOD FRAMED STORIES ABOVE. TOTAL OF 39 UNITS,500 SF COMMERCIAL ON GROUND FLOOR, ROOF DECK ON LEVEL 4, AND NEW STREET PARKING.
EXISTING COMMERCIAL RESTAURANT BUILDING TO BEDEMOLISHED IS 9,254 SF. FULL SITE IS CURRENTLY PAVEDPARKING.
ADDRESS 429 BAY STREET, PORT ORCHARD, WA 98366
JURISDICTION CITY OF PORT ORCHARD
ZONE GMU (Gateway Mixed Use) - Unincorporated CityOverlay District - DHOD-4Shoreline Overlay Designation - High Intensity
FLOOD PLAIN Whole site under 100 yr flood plain, AE Zone
PARCEL NUMBER 4044-001-001-0007
SITE AREA 1.35 Acres (58,806 sq. ft.)
IBC OCCUPANCY CLASS S-2: parking garage; R-2: multi-family - mixed use
IBC CONSTRUCTION TYPE 1A - Parking, VB (SM) - Residential
FIRE SPRINKLER Yes, per IBC 903.3.1.1
SEPARATION Non-separated occupancies, IBC 508.3
ALLOWABLE AREA Unlimited area per section 507, Table 506.2: S-2, SM, TYPE 1A = unlimitedR-2, SM, TYPE VB = 21,000
STORIES AND HEIGHT DHOD-4: 4 stories, or 48'-0" height Provided - 4 stories, 47'-10" height
SETBACKS POMC 20.35.050 (5)Front Yard (Baystreet) = noneSide Yard = noneShoreline = 75' (non water related uses)Pedestrian walkway = 10' setback, (20.127.180)
BUILD TO ZONE POMC 20.35.050 (6)Primary street building facade: 80% of lot widthSide street building facade: 40% of lot width
SEC 26, TWP 24, RNG 1E (SW/4) PARCEL A: THAT PORTION OF BLOCK 1, NOB HILL ADDITION TO PORT ORCHARD, ACCORDING TO PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 78, IN KITSAP COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT POINT 11 FEET NORTH OF THE INTERSECTION OF THE CENTERLINE OF DEKALB STREET WITH THE WEST BOUNDARY OF WEST STREET; THENCE NORTH 76 FEET; THENCE SOUTH 72*33' WEST 135.5 FEET; THENCE SOUTH 88.9 FEET; THENCE ALONG THE NORTH MARGIN OF THE RIGHT OF WAY OF STATE HIGHWAY NO. 14, NORTH 72*33' EAST 79.0 FEET; THENCE FOLLOWING THE RIGHT OF WAY ALONG A CURVE TO THE LEFT FOR 61 FEET TO THE PLACE OF BEGINNING. >>>PARCEL B: THAT PORTION OF BLOCK 1, NOB HILL ADDITION, ACCORDING TO PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 78, IN KITSAP COUNTY, WASHINGTON, AND OF GOVERNMENT LOT 2, SECTION 26, TOWNSHIP 24 NORTH, RANGE 1 EAST, W.M., IN KITSAP COUNTY, WASHINGTON AND OF THE TIDELANDS ADJOINING, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF DEKALB STREET WATERWAY AS SHOWN ON THE PLAT OF SIDNEY TIDELANDS OF RECORD IN THE OFFICE OF THE KITSAP COUNTY AUDITOR AND THE WEST LINE OF WEST STREET, REPLAT OF CENTRAL ADDITION TO SIDNEY, ACCORDING TO PLAT RECORDED IN VOLUME 1 OF PLATS, PAGE 79; THENCE NORTH 46*15 WEST ALONG SAID WATERWAY 225.0 FEET TO INNER HARBOR LINE; THENCE SOUTH 43*45' WEST 331.51 FEET ALONG SAID INNER HARBOR LINE TO EAST LINE OF THE TRACT CONVEYED TO HORLUCK TRANSPORTATION COMPANY, INC., BY DEED RECORDED UNDER AUDITOR'S FILE NO. 825830; THENCE SOUTH 36*45' EAST TO THE NORTHERLY LINE OF STATE HIGHWAY NO. 14; THENCE EASTERLY ALONG SAID NORTHERLY LINE 175 FEET, MORE OR LESS, TO WEST LINE OF TRACT CONVEYED TO JOHN IRWIN MILLER, JR., BY DEED RECORDED UNDER AUDITOR'S FILE NO 569444; THENCE NORTH ALONG SAID MILLER TRACT 88.9 FEET; THENCE NORTH 72*33' EAST 135.5 FEET; THENCE NORTH ALONG WEST LINE OF WEST STREET 12 FEET, MORE OR LESS, TO THE POINT OF BEGINNING.
PROJECT SITE
LEGAL DESCRIPTION
SHEET INDEXUNIT AREAS
PREVIOUS APPLICATIONS / PERMITS / SUBMITTALS
THE FOLLOWING APPLICATIONS HAVE BEEN PREVIOUSLY
SUBMITTED:
1. Design Review2. Shoreline Substantial Development Permit3. Conditional Use Permit (CUP)4. Parking Type 2 Administrative Variance, LU19-VAR ADMIN-01, 5/13/19
SEPARATE SUBMITTAL PERMITS
THE FOLLOWING SEPARATE PERMIT SUBMITTALS SHALL BE
DESIGNED BY ENGINEERS OR SUBMITTED BY THE SELECTED
DESIGN-BUILD SUBCONTRACTOR:
01. STREET LIGHTING DRAWINGS02. FIRE SPRINKLER UNDERGROUND DRAWINGS03. FIRE SPRINKLER STANDPIPE SYSTEM04. EMERGENCY RESPONDER RADIO ENHANCEMENT SYSTEM05. FIRE ALARM SYSTEM06. SECURITY SYSTEM PLANS07. SIGNAGE: Stairway identification per IBC 1023.9, stair level identification per ANSI117.1-09 section 504.908. PRE-ENGINEERED WOOD TRUSS JOISTS09. PRE-ENGINEERED METAL LIGHT FRAMING FOR WALLS ON MAIN FLOOR PARKING10. PRE-ENGINEERED GUARD RAILS ON DECKS
INCLUDED IN THIS SUBMITTAL
THE FOLLOWING DRAWINGS / FORMS ARE BEING SUBMITTED:
01. ARCHITECTURE DRAWINGS02. WSEC ENV15-V4 FORM03. STRUCTURAL DRAWINGS04. STRUCTURAL CALCS05. MECHANICAL DRAWINGS06. WSEC MECH15-V207. HVAC LOAD CALCULATIONS08. PLUMBING DRAWINGS09. ELECTRICAL DRAWINGS10. WSEC LTG15-V4, NREC11. CIVIL ON-SITE DRAWINGS12. CIVIL OFF-SITE DRAWINGS13. CIVIL WSDOT SUBMITTAL14. CIVIL STORM DRAINAGE REPORT15. LANDSCAPE DRAWINGS
PORT ORCHARD MUNICIPAL CODE: PARKING
TABLE 20.124.050:
(Begining Jan 1 2020) 10% parking needs to be electrical vehical charging stations (reg size stall), 7 provided
TABLE 20.124.100:
Two way aisle must be at least 20' wide
TABLE 20.124.120:
Up to 40% of parking may be compact parking41*(.40)=17, 16 provided
TABLE 20.124.260:
Minimum Parking Stall Dimensions: Compact stall = 8'x16', Standard Stall = 9'x20'
Table 20.124.140
1 bed = 1.5 spaces per unit, 25 units, 38 required2 bed = 1.75 spaces per unit, 12 units, 21 required3 bed = 2 spaces per unit, 2 units, 4 requiredMercantile: 5 per 1,000 sf, area=500 sf, 3 requiredBicycle parking: 1 per unit, 39 units, not to exceed 24Total parking required: 66 stallsPer Type 2 Administrative Variance LU19-VAR ADMIN-01 approved 5/13/19, 41 on-site, 8 off-site approvedProvided - On-site 41 spaces, including 1 ADA and 1 VAN off-site 8 spaces
IMPERVIOUS CALCULATIONS POMC 20.35.050
SITE AREA 87,457 SFONSITE IMPERVIOUS 22,673 SF
26% of lot area, max allowed 90%
PR
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52
0
OVERALL BUILDING AREAS
LEVEL OCC AREA COMMENTS
Exterior Area
2nd Flr
DECK Exterior 1128.6 SF
3rd Flr
DECK Exterior 1128.4 SF
4th Flr
DECK Exterior 3624.7 SF
5881.7 SF
Gross Building Area
1st Flr
LEVEL 1 S-2 16613.2 SF
2nd Flr
LEVEL 2 R-2 16157.2 SF
3rd Flr
LEVEL 3 R-2 16157.0 SF
4th Flr
LEVEL 4 R-2 13638.5 SF
Rf Plate
LEVEL 5 R-2 384.0 SF
62949.9 SF
68831.7 SF
SHEET INDEX
SheetNumber Sheet Name
RevisionDate
05 - Structural
S1.01 GENERAL STRUCTURAL NOTES
S1.02 GENERAL STRUCTURAL NOTES
S2.01 FOUNDATION PLAN
S2.02a SECOND FLOOR CONCRETE SLAB PLAN
S2.02b SECOND FLOOR TRANSFER FRAMING PLAN
S2.03 THIRD FLOOR FRAMING PLAN
S2.04 FOURTH FLOOR FRAMING PLAN
S2.05 HIGH ROOF & ROOF FRAMING PLAN
S3.01 FOUNDATION DETAILS
S3.02 CONCRETE DETAILS
S3.03 CONCRETE DETAILS
S3.04 CONCRETE POST-TENSION DETAILS
S3.05 CONCRETE POST-TENSION DETAILS
S3.06 CONCRETE DETAILS
S4.01 WOOD FRAMING DETAILS
S4.02 WOOD FRAMING DETAILS
S4.03 WOOD FRAMING DETAILS
06 - Mechanical
M0.1 MECHANICAL LEGEND & NOTES
M0.2 MECHANICAL NOTES
M0.3 MECHANICAL SCHEDULES
M0.4 PLUMBING SCHEDULES
M0.5 MECHANICAL SPECIFICATIONS
M0.6 MECHANICAL SPECIFICATIONS
M0.7 MECHANICAL SPECIFICATIONS
M2.0 FOUNDATION PLAN - PLUMBING
M3.1 FIRST FLOOR PLAN - PLUMBING
M3.2 SECOND FLOOR PLAN - PLUMBING
M3.3 THIRD FLOOR PLAN - PLUMBING
M3.4 FOURTH FLOOR PLAN - PLUMBING
M3.5 ROOF PLAN - PLUMBING
M3.6 PLUMBING DETAILS
M3.7 PLUMBING DETAILS
M3.8 PLUMBING RISER DIAGRAMS
M4.1 FIRST FLOOR PLAN - HVAC
M4.2 SECOND FLOOR PLAN - HVAC
M4.3 THIRD FLOOR PLAN - HVAC
M4.4 FOURTH FLOOR PLAN - HVAC
M4.5 ROOF PLAN - HVAC
M4.6 HVAC DETAILS
07 - Electrical
E0.0 ELECTRICAL LEGENDS, APPREVIATIONS &NOTES
E1.0 ELECTRICAL SITE PLAN
E2.1 FIRST FLOOR - LIGHTING PLAN
E2.2 SECOND FLOOR - LIGHTING PLAN
E2.3 THIRD FLOOR - LIGHTING PLAN
E2.4 FOURTH FLOOR - LIGHTING PLAN
E3.1 FIRST FLOOR - POWER PLAN
E3.2 SECOND FLOOR - POWER PLAN
E3.3 THIRD FLOOR - POWER PLAN
E3.4 FOURTH FLOOR - POWER PLAN
E3.5 ROOF - POWER PLAN
E4.1 ENLARGED UNIT PLANS
E4.2 ENLARGED UNIT PLANS
E4.3 ENLARGED UNIT PLANS
E4.4 ENLARGED UNIT PLANS
E4.5 ENLARGED UNIT PLANS
E4.6 ENLARGED UNIT PLANS
E4.7 ENLARGED UNIT PLANS
E4.8 ENLARGED UNIT PLANS
E4.9 ENLARGED UNIT PLANS
E5.0 RISER DIAGRAM
E6.0 ELECTRICAL SCHEDULES
E6.1 ELECTRICAL SCHEDULES
E6.2 ELECTRICAL SCHEDULES
E7.0 ELECTRICAL DETAILS
E7.1 ELECTRICAL DETAILS
SHEET INDEX
SheetNumber Sheet Name
RevisionDate
01 - General
COVER COVER SHEET
G1.01 DESIGN TEAM, LEGENDS, ABBREVIATIONS
G1.02 PERSPECTIVES
G1.03 PERSPECTIVES
G2.01 AREAS - OVERALL BUILDING
G2.11 AREAS - FIRE/ LIFE SAFETY
G2.12 AREAS - FIRE/ LIFE SAFETY
G2.13 CODE SYNOPSIS
G2.31 TRINITY ENVELOPE PRODUCT MATRIX
GE2.21 ENERGY SHEETS
GE2.22 ENERGY SHEETS
GE2.23 ENERGY SHEETS
GE2.24 ENERGY SHEETS
02 - Civil
C1.00 COVER SHEET
C2.00 TESC AND DEMOLITION PLAN
C2.01 NOTES AND DETAILS
C2.02 TESC AND DEMOLITION NOTES AND DETAILS
C3.00 GRADING AND DRAINAGE PLAN
C3.01 GRADING AND DRAINAGE NOTES AND DETAILS
C4.00 PAVING, UTILITIES AND HORIZONTAL CONTROLPLAN
C4.01 PAVING DETAILS
C5.00 BAY STREET ROAD AND DRAINAGE PLAN ANDPROFILE
C5.01 BAY STREET ROAD AND DRAINAGE PLAN ANDPROFILE
C5.02 BAY STREET CHANNELIZATION PLAN
C5.03 BAY STREET NOTES AND DETAILS
PFA-1 WSDOT PLAN FOR APPROVAL
SURV SURVEY
02a - Landscape
L1.0 PLANTING PLAN
L1.1 PLANT SCHEDULE, NOTES AND DETAILS
03 - Demolition
D1.01 SITE DEMOLITION PLAN
04 - Architectural
A1.01 SITE PLAN
A1.02 SHORELINE REVISION AREAS
A1.03 SITE DETAILS
A2.01 FIRST FLOOR PLAN
A2.01a PT SLAB & COLUMN DIMENSION PLAN
A2.02 SECOND FLOOR PLAN
A2.03 THIRD FLOOR PLAN
A2.04 FOURTH FLOOR PLAN
A2.05 ROOF PLAN
A2.21 STAIR 1 & ELEVATOR PLANS
A2.22 STAIR 1 & ELEVATOR SECTIONS
A2.23 STAIR 2 PLANS & SECTIONS
A2.51 UNIT PLANS - A & B
A2.52 UNIT PLANS - C, D, E & F
A2.53 UNIT PLANS - Ga & Gb
A2.54 UNIT PLANS - H
A2.55 UNIT PLANS - K & J
A2.61 CLUB ROOM / ROOF DECK PLAN
A3.01 ELEVATIONS
A3.02 ELEVATIONS
A4.01 DOOR SCHEDULE
A4.02 WINDOW & ROOM FINISH SCHEDULE
A5.01 FIRST FLOOR RCP
A5.02 SECOND FLOOR RCP
A5.03 THIRD FLOOR RCP
A5.04 FOURTH FLOOR RCP
A6.01 BUILDING SECTIONS
A6.02 BUILDING SECTIONS
A6.11 WALL SECTIONS
A6.12 WALL SECTIONS
A6.13 WALL SECTIONS
A7.01 EXTERIOR CONCRETE DETAILS
A7.02 EXTERIOR WALL DETAILS
A7.03 EXTERIOR RAILING DETAILS
A7.11 EXTERIOR ROOF DETAILS
A7.12 EXTERIOR ROOF DETAILS
A7.13 EXTERIOR ROOF DETAILS
A7.21 DOOR EXTERIOR DETAILS
A7.22 DOOR EXTERIOR DETAILS
A7.23 DOOR EXTERIOR / INTERIOR DETAILS
A7.31 WINDOW DETAILS - EXTERIOR
A7.32 WINDOW DETAILS - EXTERIOR
A7.33 WINDOW DETAILS - EXTERIOR
A8.01 ASSEMBLIES - EXTERIOR WALLS
A8.02 ASSEMBLIES - EXTERIOR / INTERIOR WALLS
A8.03 ASSEMBLIES - INTERIOR WALLS
A8.04 ASSEMBLIES - HORIZONTAL
A10.01 INTERIOR ELEVATIONS
A10.02 INTERIOR ELEVATIONS
A10.03 INTERIOR ELEVATIONS
RESIDENTIAL UNIT AREAS
UNIT TYPE TYPE COUNTUNITAREA COMMENTS
2nd Flr
UNIT A 2 Bedroom 1 1105 SF
UNIT B 2 Bedroom 1 1046 SF
UNIT C 1 Bedroom 1 733 SF
UNIT D 1 Bedroom 1 748 SF Type A - ADA
UNIT E 2 Bedroom 1 1021 SF
UNIT F 1 Bedroom 1 792 SF
UNIT Ga 1 Bedroom 1 827 SF
UNIT Gb 1 Bedroom 1 854 SF
UNIT H 1 Bedroom 2 794 SF
UNIT H 1 Bedroom 2 795 SF
UNIT J 2 Bedroom 1 1129 SF
UNIT K 3 Bedroom 1 1511 SF
14
3rd Flr
UNIT A 2 Bedroom 1 1108 SF
UNIT B 2 Bedroom 1 1046 SF
UNIT C 1 Bedroom 1 733 SF
UNIT D 1 Bedroom 1 748 SF Type A - ADA
UNIT E 2 Bedroom 1 1021 SF
UNIT F 1 Bedroom 1 792 SF
UNIT Ga 1 Bedroom 1 827 SF
UNIT Gb 1 Bedroom 1 854 SF
UNIT H 1 Bedroom 2 794 SF
UNIT H 1 Bedroom 2 795 SF
UNIT J 2 Bedroom 1 1129 SF
UNIT K 3 Bedroom 1 1511 SF
14
4th Flr
UNIT A 2 Bedroom 1 1108 SF
UNIT B 2 Bedroom 1 1046 SF
UNIT C 1 Bedroom 1 733 SF
UNIT D 1 Bedroom 1 748 SF Type A - ADA
UNIT E 2 Bedroom 1 1021 SF
UNIT F 1 Bedroom 1 792 SF
UNIT H 1 Bedroom 2 794 SF
UNIT H 1 Bedroom 2 795 SF
UNIT J 2 Bedroom 1 1129 SF
11
39
UNIT BEDROOM COUNT
TYPE COUNT
2nd Flr
1 Bedroom 9
2 Bedroom 4
3 Bedroom 1
14
3rd Flr
1 Bedroom 9
2 Bedroom 4
3 Bedroom 1
14
4th Flr
1 Bedroom 7
2 Bedroom 4
11
39
Re
v#
Da
teD
escrip
tio
n
85.9
4x
x
x
x
x
x
painted stripe (fo
g line)
5'
10'
15'
5'
20'
20'
20'
20'
17'
18'
19'
18'
18'
18'
19'
10'
135.00
N 73°54'16" E79.00
N 62°19'26" E61.19
76
.00
11
.00
39
.62
29.24
279.35
N 24
°04'18" W
L=40.01
176.40
L=119.42
316.
17
Eas
t lin
e of
Tra
ct
conv
eyed
by
Audi
tor's
File
Num
ber 82
5830
N 44
°11'20" W
869.55
N 55°11'41" E
202.70
N 43°22'09" W
850.13
N 53°21'47" E
201.86
N 53°38'44" W
361.02
Nob Hill Addition to Port O
rchard Washington
Volume 2, page 78N
39°
41'4
8" E
258.
00
N 2
0°03'1
2" W
160
.40
12
9. 6
054.2
2
49.98
N 89°22'15" W 102.20
N 72°06'24" W
65.28
N 1
°41
'48
" E
20
1.3
8
N 52°3
4'48" E
121.15
Lot 6
Lot 7
Lot 8
N 68°51'27" E
Ea
st
Lin
e o
f th
e P
l at
of
No b
Hill
787.0
4
Lot 1
120.00
60.00
66'
Intersection
of Dekalb
Street cen
terline and W
est
margin
of West S
treet
N 4
6°37'5
1" E
347.
48
Inne
Habor
N 35°40'46" W
179.80
N 35°46'52" W
152.48
181.
89
Port O
rcha
rd M
arin
e R
ailw
ay
Mar
ina L
LC
Lease N
um
ber
22-A
74729
N 4
6°37'5
1" E
200.
00
Public Place
PC
Sta
12+
70.0
PT S
ta 10+76.7
100
'
50'Bay Stree
t
Waterw ay as pos itioned inRecord of Surv ey recordedunder Auditor's File Number200202120130 and filed in Book
57, pages 59 thru 63 of s urveys .
Kashi 201 Williams LLCAuditor's File Number 201009120158
R=573.00
∆=19°20'00"L=193.3
5
N 70°18'43" E
PC
Sta 14
+48
.40
boat house
7' concrete float
6' conc
rete float
7' concrete float
pier
appro
xim
ate
bank
appro
xim
ate
locatio
n
Rip Rap
loca
tion
top
of
toe
of
Mean HigherHigh Water-11.74'
Mean Lower Low Water
Lowest Estimated Tide
Mean
Low
er Low
Wat
er
ornamentallight
ornamentallight
conc
ballard
8 ' cha inlink fe
nce
catch basinRim=17.60Invert=15.70
catch basinRim=17.80Invert=16.20
catch basinRim=18.20Invert=16.60
6"
pvc
6" pv
c
8" pvc
s
s
s
s
s
s
s
drainrim=17.00inlet=15.15
drainrim=17.00inlet=15.15
drainrim=17.00inlet=15.15
4" pvc
4" pvc
4" pvc
s
oil/water separatorRim=18.50inlet=14.30outlet=13.90
overhead power
power pole wi th
underground
takeoff
power
transfo
rmer
7' concrete float
powerpole
anchor
anchor
powerdistribut ion fordock
gas
gas
gas
overhead telephone
overhead telephone
te lephone
pole
telephoneCT can
T
T
T
T
te lephone
pole
telephone
pole
concrete walk
water
meter
8" cast iron
10" Ductile
iron
w
w
w
whydrant
water
valve
w
w
sanitary manholeRim=18.24Invert=
sanitary manholeRim=17.70Invert=8.30
24" sanitary sewer
ss
ss
ss
18" sanit
ary se
wer
6" sani tary sewer
ss
Marina O
ffice
WoodDeck
board walk
board walk
FD
FD
9
1
BUILDABLE AREA
PO
RT
OR
CH
AR
D B
LV
D
429 BAY STREET
75' SHORELINE SETBACK
(8) STREET PARKING
SHORELINE RESTORATION PLANTING AREA, REPLANT WITH NATIVE VEGETATION
75' - 0"
ORDINARY HIGH-WATER MARK (ELEV 11.74)
SHORELINE WALKWAY & VIEWING AREA FOR PUBLIC USE
17'
18'3
A6.02
A
35° 40' 46"
180.33'
N
W
46° 3
7' 5
1"
338.
71'
N
E
R=
L= 40.01'523.00'
R=
L=119.35'1196.00'
70° 18' 43"
178.39'N
E
1°
41' 4
8"
71. 5
4'
NE
43° 22' 09"
256.81'
S
E
21' - 3"
87457 SF
SITE AREA
OVERHEAD DECK LINES, BTM @ 10'-10"
18'
18.75'
19.5'
20'
20
19'
18'
20'
20' - 0
"
MAILBOXES
Sinclair Inlet
WETLAND A:(e) Category II Wetland, buffer is 150' landward from outer boundaryapproximately 680 sf
(e) 36" Concrete Culvart,Type F Water, buffer is 150' from OHWM
Port Orchard Class I Wildlife Habitat Conservation Areas, and Critical Saltwater Habitat, buffer is 75' from OHWM
DS
DS
DS
DS
DS
DS DS
DS
DS
DS
DS
EDUCATION SIGNS
(4 PLACES)
WOOD FENCE
BENCHES
PICNIC
TABLES
(4) 5 LOOP S.S. IN GROUND BIKE RACKS FOR 28 BIKES TOTAL
6' BIKE LANE
12' SIDEWALKF
F
SS
4' - 0
"
9' - 8
1/2
"
73' -
6"
56' - 11 1
/2"
IMPERVIOUS CALCULATIONS POMC 20.35.050
SITE AREA 87,457 SFONSITE IMPERVIOUS 22,673 SF
26% of lot area, max allowed 90%
PR
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MA
, W
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840
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A1.01
SIT
E P
LA
NA
li K
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429
Ba
y S
tree
tP
ort
Orc
hard
, W
A 9
836
6
10/1
1/1
8
Bay S
treet A
part
ments
1876
Bay S
treet A
pts
.rvt
PE
RM
IT S
UB
MIT
TA
L -
061
52
0
True North
1" = 20'-0"
SITE PLAN1
LANDSCAPE HARDSCAPE
Family and Type Area
1st Flr
Offsite
Hardscape
Floor: ASPH4.0=ASPH4.0 Exterior Road 94.4 SF
Floor: ASPH4.0=ASPH4.0 Exterior Road 19969.2 SF
Floor: CONC4.0=CONC4.0 Exterior Sidewalk 3890.7 SF
Floor: CONC4.0=CONC4.0 Exterior Sidewalk 235.3 SF
24189.6 SF
Onsite
Building Footprint
Floor: F1 - Exterior - CONC9.0 Parking 16528.3 SF
Hardscape
Floor: ASPH4.0=ASPH4.0 Exterior Road 1188.5 SF
Floor: CONC4.0=CONC4.0 Exterior Sidewalk 124.0 SF
Floor: CONC4.0=CONC4.0 Exterior Sidewalk 64.3 SF
Floor: CONC4.0=CONC4.0 Exterior Sidewalk 4766.8 SF
22671.9 SF
WA_PARKING COUNT
PARKING SIZE COUNT
Parking Space-ADA w Van-Double stall: 8' x 20', 11' Van, 5' Aisle 2
Parking Space: 8' x 16' - 90 deg Compact 16
Parking Space: 9'-2" x 20' - 90 deg 23
Parking Space: On Street - 20' x 8' - parallel 8
49
Re
v#
Da
teD
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85.9
4
xx
x
x
x
x
painted stripe (fo
g line)
5'
10'
15'
5'
20'
20'
20'
20'
17'
18'
19'
18'
18'
18'
19'
10'
135.00
N 73°54'16" E79.00
N 62°19'26" E61.19
76
.00
11
.00
39
.62
29.24
279.35
N 24
°04'18" W
L=40.01
316.
17
Eas
t lin
e of
Tra
ct
conv
eyed
by
Audi
tor's
File
Num
ber 82
5830
N 44
°11'20" W
869.55
N 55°11'41" E
202.70
N 43°22'09" W
850.13
N 53°21'47" E
201.86
N 53°38'44" W
361.02
Nob Hill Addition to Port O
rchard Washington
Volume 2, page 78N
39°
41'4
8" E
258.
00
N 2
0°03'1
2" W
160
.40
12
9. 6
0
N 47°0
6'11" E
54.2
2
49.98
N 89°22'15" W 102.20
N 72°06'24" W
65.28
N 1
°41
'48
" E
20
1.3
8
N 52°3
4'48" E
121.15
Lot 6
Lot 7
Lot 8
N 68°51'27" E
Ea
st
Lin
e o
f th
e P
l at
of
No b
Hill
787.0
4
Lot 1
120.00
60.00
West S
tre
et
66'
Intersection
of Dekalb
Street cen
terline and W
est
margin
of West S
treet
We
st lin
e o
f t h
e P
lat o
f S.M
. S
teve
ns
To
wn
Pla
t o
f S
idn
ey
N 4
6°37'5
1" E
347.
48
Inne
Habor
N 35°40 '46" W
179.80
N 35°46 '52" W
152.48
181.
89
Port O
rcha
rd M
arin
e R
ailw
ay
Mar
ina L
LC
Lease N
um
ber
22-A
74729
N 4
6°37'5
1" E
200.
00
Public Place
PC
Sta
12+
70.0
100
'
50'Bay Stree
t
Waterw ay as pos itioned inRecord of Surv ey recordedunder Auditor's File Number200202120130 and filed in Book
57, pages 59 thru 63 of s urveys .
Kashi 201 Williams LLCAuditor's File Number 201009120158
R=573.00
∆=19°20'00"L=193.3
5
N 70°18'43" E
PC
Sta 14
+48
.40
7' concrete float
6' conc
rete float
pier
Mean HigherHigh Water-11.74'
Mean Lower Low Water
Lowest Estimated Tide
Mean
Low
er Low
Wat
er
ornamentallight
ornamentallight
8 ' cha inlink fe
nce
catch basinRim=17.60Invert=15.70
catch basinRim=17.80Invert=16.20
catch basinRim=18.20Invert=16.60
6"
pvc
6" pv
c
8" pvc
s
s
s
s
s
s
s
drainrim=17.00inlet=15.15
drainrim=17.00inlet=15.15
drainrim=17.00inlet=15.15
4" pvc
4" pvc
4" pvc
s
oil/water separatorRim=18.50inlet=14.30outlet=13.90
overhead power
power pole wi th
underground
takeoff
power
transfo
rmer
7' concrete float
anchor
powerdistribut ion fordock
gas
gas
gas
overhead telephone
overhead telephone
te lephone
pole
T
T
T
T
te lephone
pole
telephone
pole
concrete walk
8" cast iron
10" Ductile
iron
w
w
w
water
valve
w
w
sanitary manholeRim=18.24Invert=
sanitary manholeRim=17.70Invert=8.30
24" sanitary sewer
ss
ss
ss
18" sanit
ary se
wer
6" sani tary sewer
ss
Marina O
ffice
WoodDeck
board walk
FD
FD
9
SETBACK FROM PED WALKWAY
BAY STREET
PO
RT
OR
CH
AR
D B
LV
D
429 BAY STREET
75' SHORELINE SETBACK
75' - 0"
ORDINARY HIGH-WATER MARK (ELEV 11.74)
SHORELINE WALKWAY & VIEWING AREA FOR PUBLIC USE
20'
15'10'
5'
16'
17'
19'
17'
18'3
A6.02
F
F
SS
21' - 3"
75' NATIVE AREA
35,390 SF
BUILDABLE AREA
15,118 SF
Sinclair InletPort Orchard Class I Wildlife Habitat Conservation Areas, and Critical Saltwater Habitat, buffer is 75' from OHWM
WETLAND A:(e) Category II Wetland, buffer is 150' landward from outer boundaryapproximately 680 sf
(e) 36" Concrete Culvart,Type F Water, buffer is 150' from OHWM
SHORELINE RESTORATION PLANTING AREA, REPLANT WITH NATIVE VEGETATION
SITE AREA 87,457 SFWATER AREA 29,293 SF
(e) BUILDING 7,800 SFFOOTPRINT AREA 16,528 SF
BUILDABLE AREA 15,118 SF75' NATIVE AREA 35,390 SF
PUBLIC SURFACE AREA 4,767 SF
WETLAND A (680 sf)150' FULL AREA 22,623 SF150' AREA OVERLAP 7,233 SF
PERCENT OVERLAP 32 %
PROPOSED REPLACEMENT AREA 7,282 SF
EDUCATION SIGNS
(4 PLACES)
150' AREA OVERLAP
7,233 SF
BENCH
BENCH
BENCH
(4) BIKE
RACKS
WOOD FENCE
PUBLIC SURFACE AREA
4,767 SF
150' REPLACEMENT
AREA 7,282 SF
43° 22' 09"
256.81'
S
E
46° 3
7' 5
1"
338.
71'
N
E
35° 40' 46"
180.33'
N
W
70° 18' 43"
178.39'N
E
1°
41' 4
8"
71. 5
4'
NE
87457 SF
SITE AREA
150' BUFFER
WATER AREA
29,293 SF
150' FULL AREA
22,623 SF
(8) STREET PARKING
6' BIKE LANE
12' SIDEWALK
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429
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Orc
hard
, W
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6
10/1
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Bay S
treet A
part
ments
1876
Bay S
treet A
pts
.rvt
PE
RM
IT S
UB
MIT
TA
L -
061
52
0
1" = 20'-0"
SHORELINE REVISION - SITE PLAN1 True North
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SHEET NO.
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part
ments
1876
Bay S
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.rvt
PE
RM
IT S
UB
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0
PERSPECTIVE SOUTH1
PERSPECTIVE NORTH2
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, W
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10/1
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Bay S
treet A
part
ments
1876
Bay S
treet A
pts
.rvt
PE
RM
IT S
UB
MIT
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52
0
PERSPECTIVE EAST1
PERSPECTIVE WEST2
Re
v#
Da
teD
escrip
tio
n
UP
FD
FD
9
7.9
7.9
24' - 6" 13' - 10" 2' - 10" 22' - 5" 31' - 1" 21' - 0" 1' - 7" 22' - 7" 22' - 7" 22' - 7" 29' - 4"
A.2 A.2
4' -
6"
36
' - 5
"7
' - 1
1"
14
' - 2
"1
9' -
10
"1
0' -
6"
3.2
2
C C
1
17
APPROX 500 SF
B.3 B.3
4.3
A3.024
A3.01
1
A3.02
3
A3.012
5
A6.02
5
A6.02
6
A6.02
6
A6.02
CO
MP
AC
T
20
' - 0
"
STAIR 2
S2L1
STAIR 1
S1L1
LOBBY
101 ELEC
103
ELEV
MACH
102MECH RM
104
A2.211
23
' - 0
"
20
' - 0
"
16
' - 9
3/4
"
26' - 0"
A2.23
1
W20
W2a
LINE OF SHAFT ABOVE, THRU CONC LID, NOT THRU ROOF
3
A6.02
3
A6.02
4
A6.02
4
A6.02
2
A6.01
2
A6.01
1
A6.01
1
A6.01
A A
5.1
5.18
6.5
6
2.2
345
20
' - 0
"2
0' -
0"
20
' - 0
"
8' - 9"
E
F
10
S01a
S02
COMPACTCOMPACT COMPACT COMPACTCOMPACTCOMPACTCOMPACTCOMPACTCOMPACT
EV STATIONEV STATIONEV STATIONEV STATIONEV STATIONEV STATIONEV STATION
COMPACTCOMPACTCOMPACTCOMPACT
CO
MP
AC
TC
OM
PA
CT
8.4
8.4
D D
B
B.2
C.5
214' - 4"
4' -
6"
44
' - 4
"1
4' -
2"
30
' - 4
"
16' - 8" 38' - 5" 36' - 1" 18' - 0" 23' - 4" 22' - 10" 34' - 6"
F F
SS
93
' - 4
"
W1c
W2aW1b
(3) 3 YARD TRASH
FIRE RISER
DS
DS
DS
DS
DS DS DS
DS
DS
9' -
8"
W20
W1a
SHAFT ABOVE, NOT THRU CONC LID, THRU ROOF
W20
W3a
W3a
W3aW6a
W7
ELEV
EL
101b
103
102
104
S1L1
W2a
W2a
(4) 6" BOLLARDS, PT YELLOW
W1b
W1bW1b
W6a
W6a
W6a W6a
W7
W7W7
W7
W3a
W3a
STORAGE /
MECH
105
105
S2L1b
S2L1a
W7
W7
W1a
W1a
W1a W1a W1a
W2a
W1a
FUTURE
RETAIL
110
110a
110b
100b
PARKING EXHAUST FAN AND DUCT ABOVE, SEE MECH DWG
8" 18' - 0" 13' - 2" 24' - 0" 6" 6" 15' - 6" 4' - 11" 3' - 4" 4' - 11" 15' - 6" 6" 6" 15' - 6" 13' - 0" 15' - 6" 8" 12' - 4" 13' - 6" 1' - 0" 2' - 6"
100a
10
A6.13
9
A6.12
SS
F F
DS
DS
G02
S06
S05101a
S04
G01
S03
S03
G08G07G06G05G04G03
PARKING
100
WHEEL STOPS, TYP, AT STOREFRONTS
56x60
30x48
9' -
0"
8' - 0"
ROUGH IN FOR FUTURE RESTROOM, PROVIDE FRAMED CEILING FOR WH ABOVE
14
' - 2
"6
' -
6"
2' -
7"
W2b(2) 20 MAILBOXES w/PARCEL, United Visual Prodects 4C N1029415
W2b
W2b
W2b
W2b
30' - 0"
6' - 2" 18' - 0" 12' - 8"
26' - 5" 12' - 0" 12' - 0" 17' - 6" 6' - 7" 15' - 1" 4' - 0" 11' - 5" 10' - 10" 10' - 10" 12' - 0" 13' - 6" 20' - 0" 1' - 0"
2' -
0"
17
' - 0
"2
' -
2"
48
' - 8
"2
0' -
0"
1' -
0"
8' -
8"
1' -
0"
W2b
W2b
9' -
6"
4' -
8"
LINE OF DECKS ABOVE
PILES BELOW
FOUNDATION BELOW
W20
12°
12
°
23' - 6 3/4"
foconc
FEC FEC
FEC
6' - 7 1/2"
7
A6.12
6
A6.12
2
A6.11
1
A6.11
11
A6.13
ADD RIGID, SIM TO W2a
WRAP COL, SIM TO W2a
WRAP COL, SIM TO W2a
(2) 6" BOLLARDS, PT YELLOW
6' - 6" 16' - 8"
5' -
0"
(4) 6" BOLLARDS, PT YELLOWFOR COLUMN DIMENSIONS, SEE A2.01a, PT SLAB & COLUMN DIMENSIONS
FOR COLUMN DIMENSIONS, SEE A2.01a, PT SLAB & COLUMN DIMENSIONS
NOTE 11
12"x12"x12" DEEP SUMP PUMP PIT
21' - 3"
(4) 5 LOOP S.S. IN GROUND BIKE RACKS FOR 28 BIKES TOTAL
A7.02
3
FOR FRONT LOBBY STOREFRONT DETAILS, SEE 1-6/A7.32
CATCH BASIN, PER MECH DWGS
OIL/WATER SEPARATOR
HB
HB
HB
WOM
7
A7.31
1
A7.31
7
A7.01
7
A7.01
7
A7.01
1
A7.01
1
A7.01
1
A7.01
1
A7.01
1
A7.01
1
A7.01
7
A7.01
1
A7.01
10
A7.32
9' - 8"
12' - 2"
13' - 0"
15' - 10 3/4"
16' - 0"
PLAN / SECTION LEGEND
ONE HOUR ASSEMBLY
TWO HOUR ASSEMBLY
THREE HOUR ASSEMBLY
CONCRETE WALL
NEW WALL
30 MINUTE ASSEMBLY
foconc - face of concfos - face of studfogwb - face of gwb
1. DIMENSIONS ARE TO GRID, FACE OF CONCRETE OR FACE OF STUD2. FOR WALL ASSEMBLY TYPES, SEE SHEET A8.01 THRU A8.043. FOR COMMERCIAL & UNIT DOOR AND FRAME TYPES, SEE SHEET A4.014. FOR WINDOW SCHEDULE, SEE SHEET A4.025. FOR ENLARGED UNIT PLANS AND UNIT DOOR SCHEDULES, SEE A2.51
THRU A2.556. FOR ENLARGED CLUB ROOM & ROOF DECK, SEE A2.617. FOR MECHANICAL LAYOUT, SEE MECHANICAL DRAWINGS8. FOR PLUMBING LAYOUT, SEE PLUMBING DRAWINGS9. FOR ELECTRICAL LAYOUT, SEE ELECTRICAL DRAWINGS10. RANGE HOOD: AKDY 30" 343 CFM, OR APPROVED EQUAL11. PROPOSED ELEVATOR: THYSSENKRUPP SYNERGY, BUILDING
SUPPORTED, 4500, 200 FPM. TWO HOUR SHAFT.
GENERAL NOTES - PLANS
PORT ORCHARD MUNICIPAL CODE: PARKINGTABLE 20.124.050:
(Begining Jan 1 2020) 10% parking needs to be electrical vehical charging stations (reg size stall), 7 provided
TABLE 20.124.100:Two way aisle must be at least 20' wide
TABLE 20.124.120:Up to 40% of parking may be compact parking41*(.40)=17, 16 provided
TABLE 20.124.260:Minimum Parking Stall Dimensions: Compact stall = 8'x16', Standard Stall = 9'x20'
Table 20.124.140
1 bed = 1.5 spaces per unit, 25 units, 38 required2 bed = 1.75 spaces per unit, 12 units, 21 required3 bed = 2 spaces per unit, 2 units, 4 requiredMercantile: 5 per 1,000 sf, area=500 sf, 3 requiredBicycle parking: 1 per unit, 39 units, not to exceed 24Total parking required: 66 stallsPer Type 2 Administrative Variance LU19-VAR ADMIN-01 approved 5/13/19, 41 on-site, 8 off-site approvedProvided - On-site 41 spaces, including 1 ADA and 1 VAN off-site 8 spaces
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CO
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840
5(2
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973
-661
1JE
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.CO
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ION
SIN
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FIR
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Bay S
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part
ments
1876
Bay S
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pts
.rvt
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1/8" = 1'-0"
FIRST FLOOR PLAN1 Project North
WA_PARKING COUNT
PARKING SIZE COUNT
Parking Space-ADA w Van-Double stall: 8' x 20', 11' Van, 5' Aisle 2
Parking Space: 8' x 16' - 90 deg Compact 16
Parking Space: 9'-2" x 20' - 90 deg 23
Parking Space: On Street - 20' x 8' - parallel 8
49
UNIT BEDROOM COUNT
TYPE COUNT
2nd Flr
1 Bedroom 9
2 Bedroom 4
3 Bedroom 1
14
3rd Flr
1 Bedroom 9
2 Bedroom 4
3 Bedroom 1
14
4th Flr
1 Bedroom 7
2 Bedroom 4
11
39
Re
v#
Da
teD
escrip
tio
n
RE
F.
DW
REF.
DW
RE
F.
DW
REF.
DW
DW
REF.
REF.
REF.
DW
DW
DW
REF. DW
DN
WD
REF.
DW
REF.
DW
REF.
DW
REF.
DW
REF.
DW
RE
F.
9
7.9
A.2 A.2
3.2
2
C
1
17
24' - 6" 13' - 10" 25' - 3" 31' - 1" 22' - 7" 22' - 7" 22' - 7" 22' - 7" 29' - 4"
B.3B.3
4.3
A3.024
A3.01
1
A3.02
3
A3.012
5
A6.02
5
A6.02
6
A6.02
6
A6.02
UNIT A
U-202
UNIT B
U-201
UNIT C
U-203
UNIT E
U-205
UNIT H
U-207
UNIT F
U-206
UNIT D
U-204
UNIT H
U-208
UNIT H
U-209
UNIT H
U-211
UNIT J
U-213
UNIT K
U-214
UNIT Gb
U-212
UNIT Ga
U-210
ELEC
223
CORRIDOR
226
LOBBY
221
A2.21
2
2 3/4"
STOR
222
A2.232
3
A6.02
3
A6.02
4
A6.02
4
A6.02
2
A6.01
2
A6.01
1
A6.01
1
A6.01
A A
5.1
8
6.5
6
2.2
345
STAIR 1
S1L2
STAIR 2
S2L2
TYPE 'A'
E
F
10
8.4
8.4
D D
B
B.2
C.5
4' -
6"
36
' - 5
"5
' -
6"
2' -
5"
34
' - 0
"1
0' -
6"
214' - 4"
4' -
6"
44
' - 4
"1
4' -
2"
30
' - 4
"
93
' - 4
"
16' - 8" 38' - 5" 36' - 1" 18' - 0" 23' - 4" 22' - 10" 34' - 6"
S2L2
223
S1L2
222
5' -
0"
5' -
0"
25
' - 0
"
5' -
6"
4' -
6"
36
' - 5
"5
' -
6"
36
' - 5
"
CORRIDOR
225
10
A6.13
9
A6.12
27
' - 4
"3
1' -
2"
29
' - 1
0"
01010102
02
Kb
01
Kb
01
01
01
01 01 01 01
Kc
01
02
02
01Kc
S07
Kb
01
01
01
01
Kb
0101
01
01
01
01
01
Kb
05
01
01
01
01
Kb
04KaKb01
0101
01KbKb01
0101
01KbKb010101
01
01Kc
W4d
W3a
W3a
W3a
W5W3b
W3a
W4d
W3a
W3a
W3a W4d W6W6
W4d
W3a
W4d
W4aW3a
W3a
W3a
W4a
W4a
W3a
W4a
W3a
W3a
W4dW3a
W4dW3a
W4dW3aW3a
ELEV
EL
8' - 6 1/2" 17' - 10 1/2" 12' - 0" 12' - 0" 17' - 5" 6' - 8" 15' - 1" 4' - 0" 11' - 5" 10' - 10" 10' - 10" 11' - 11" 1" 13' - 6" 20' - 0" 1' - 0"
2 HR MECHSHAFT
2 HR MECHSHAFT
10' - 0" 13' - 8" 7' - 0" 2' - 6"
9' -
10"
7' -
0"
15
' - 0
"
7' -
0"
6' -
4"
7' -
6"
3' -
10"
8' - 0" 5' - 8" 13' - 2" 5' - 8" 2' - 8"
5 1/2"
6' - 6 1/2" 7' - 5" 2' - 8" 8' - 2" 8' - 2" 2' - 8"2' - 8" 5' - 0" 7' - 3" 5' - 4" 6' - 6" 5' - 3" 2' - 8" 8' - 2" 8' - 2" 2' - 8" 5' - 3" 6' - 6" 6' - 6" 5' - 3" 2' - 8" 8' - 2" 8' - 2" 2' - 8" 5' - 6" 5' - 9 1/2"
5 1/2"
6' - 7" 12' - 3" 8' - 0" 2' - 6" 3' - 6"
15
' - 2
"
15
' - 6
"
6' -
6"
15
' - 6
"
7' - 6"
3' - 6"
3' - 6"
3' - 0"
3' - 0"4' - 8"
14' - 0"
13' - 0"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
12
' - 8
"3
' -
6"
4' -
8"
13
' - 4
"4
' -
8"
12
' - 6
"2
' -
4"
11
' - 2
"4
' -
4"
7' -
0"
4' -
8"
7' -
0"
1' -
0"
DS
DS
DS
DS
DS
DS
DS
DS
DSDSDS
W16s
W13 W14s
W14s
W25
W16s
W16
W16s
W16s
W16s
W16s
W16s
W16s
W16s
W13W13
W16s
W16s
W13
W16s
W13W13
W13
ALIGN FACE OF GWB TO FACE OF CONC
01
01
7
A6.12
6
A6.12
2
A6.11
1
A6.11
11
A6.13
3006.3 ELEV LOBBY, SMOKE PARTITIONS PER 710, DOOR PER 710.5.2.2, 710.5.2.3, 716.5.9not rated, underside of 1 hr ceiling, smoke and draft control doors per 710.5.2.2
221
SMOKE CONTROL LOBBY PER IBC 710
FECFEC
FEC
W17s
8
A6.12
typ
2' -
8"
10
A7.01
8
A7.01
11
A7.01
10
A7.01
10
A7.01
10
A7.01
8
A7.01
5
A7.01
2
A7.01
10
A7.01R1
A7.021
& 3/A7.02
4' -
7 1
/4"
fogwbA7.02
6
42" HI METAL GUARDRAIL, SEE A7.03
FOR DECK WALL RAILING & METAL RAILING, SEE A7.03
A10.018
5
6
7
3' - 6" 2' - 6"
SOFFIT ABOVE, TYP
PLAN / SECTION LEGEND
ONE HOUR ASSEMBLY
TWO HOUR ASSEMBLY
THREE HOUR ASSEMBLY
CONCRETE WALL
NEW WALL
30 MINUTE ASSEMBLY
foconc - face of concfos - face of studfogwb - face of gwb
1. DIMENSIONS ARE TO GRID, FACE OF CONCRETE OR FACE OF STUD2. FOR WALL ASSEMBLY TYPES, SEE SHEET A8.01 THRU A8.043. FOR COMMERCIAL & UNIT DOOR AND FRAME TYPES, SEE SHEET A4.014. FOR WINDOW SCHEDULE, SEE SHEET A4.025. FOR ENLARGED UNIT PLANS AND UNIT DOOR SCHEDULES, SEE A2.51
THRU A2.556. FOR ENLARGED CLUB ROOM & ROOF DECK, SEE A2.617. FOR MECHANICAL LAYOUT, SEE MECHANICAL DRAWINGS8. FOR PLUMBING LAYOUT, SEE PLUMBING DRAWINGS9. FOR ELECTRICAL LAYOUT, SEE ELECTRICAL DRAWINGS10. RANGE HOOD: AKDY 30" 343 CFM, OR APPROVED EQUAL11. PROPOSED ELEVATOR: THYSSENKRUPP SYNERGY, BUILDING
SUPPORTED, 4500, 200 FPM. TWO HOUR SHAFT.
GENERAL NOTES - PLANS
PR
OJ
EC
T
SHEET NO.
JE
NN
IFE
R W
ED
DE
RM
AN
N,
AIA
, L
EE
D A
P2
30
2 A
ST
RE
ET
TA
CO
MA
, W
A 9
840
5(2
53)-
973
-661
1JE
NN
IFE
R@
WE
DD
ER
MA
NN
.CO
M
RE
VIS
ION
SIN
FO
SH
EE
T N
AM
E
Sta
rt D
ate
:
Pro
jec
t N
um
be
r:
Plo
t D
ate
:
File
Na
me
:
6/2
6/2
020 4
:24:2
2 P
M
A2.02
SE
CO
ND
FL
OO
R P
LA
NA
li K
ashi
429
Ba
y S
tree
tP
ort
Orc
hard
, W
A 9
836
6
10/1
1/1
8
Bay S
treet A
part
ments
1876
Bay S
treet A
pts
.rvt
PE
RM
IT S
UB
MIT
TA
L -
061
52
0
1/8" = 1'-0"
SECOND FLOOR PLAN1 Project North
Re
v#
Da
teD
escrip
tio
n
DW
RE
F.D
W
REF.
DW
DW
REF.
REF.
DW
WD
REF.
DW
REF.
DW
REF.
DW
REF.
DW
REF.
DW
REF.
DW
RE
F.
DW
REF. DW
RE
F.
REF.
DW
9
7.9
A.2 A.2
3.2
2
C
1
17
B.3 B.3
4.3
A3.024
A3.01
1
A3.02
3
A3.012
5
A6.02
5
A6.02
6
A6.02
6
A6.02
UNIT A
U-302
UNIT B
U-301
UNIT C
U-303
UNIT E
U-305
UNIT H
U-307
UNIT F
U-306
UNIT D
U-304
UNIT H
U-308
UNIT H
U-309
UNIT H
U-311
UNIT J
U-313
UNIT K
U-314
UNIT Gb
U-312
UNIT Ga
U-310
ELEC
323
CORRIDOR
326
LOBBY
321
STOR
322
A2.21
3
A2.23
3
3
A6.02
3
A6.02
4
A6.02
4
A6.02
2
A6.01
2
A6.01
1
A6.01
1
A6.01
A A
5.1
8
6.5
6
2.2
345
STAIR 1
S1L3
STAIR 2
S2L3
E
F
10
8.4
8.4
D D
B
B.2
C.5
24' - 6" 13' - 10" 25' - 3" 31' - 1" 22' - 7" 22' - 7" 22' - 7" 22' - 7" 29' - 4"
214' - 4"
16' - 8" 38' - 5" 36' - 1" 18' - 0" 23' - 4" 22' - 10" 34' - 6"
4' -
6"
36
' - 5
"5
' -
6"
2' -
5"
34
' - 0
"1
0' -
6"
93
' - 4
"
5' -
0"
5' -
0"
25
' - 0
"
5' -
6"
4' -
6"
36
' - 5
"5
' -
6"
36
' - 5
"
CORRIDOR
325
10
A6.13
9
A6.12
TYPE 'A'
4' -
6"
44
' - 4
"1
4' -
2"
30
' - 4
"
29
' - 1
0"
27
' - 4
"3
1' -
2"
323
S2L3
S1L3
322
02 01 01 01
Kb
Kb
01
01
01
02
01
01 01 01 01
Kc
01
02
02
01Kc
S07
Kb03
03
03
01
Kb
0303
03
03
03
03
03
Kb
05
01
01
01
01
Kb
04KaKb01
0101
01KbKb01
0101
01KbKb0101
01
01
01Kc
ELEV
EL
3' - 0"
3' - 0"
9' -
10"
7' -
0"
15
' - 0
"
7' -
0"
6' -
4"
7' -
6"
3' -
10"
15
' - 2
"
15
' - 6
"
6' -
6"
15
' - 6
"
8' - 0" 5' - 8" 13' - 2" 5' - 8" 2' - 8" 7' - 0" 7' - 5" 2' - 8" 8' - 2" 8' - 2" 2' - 8"2' - 8" 5' - 0" 7' - 3" 5' - 4" 6' - 6" 5' - 3" 2' - 8" 8' - 2" 8' - 2" 2' - 8" 5' - 3" 6' - 6" 6' - 6" 5' - 3" 2' - 8" 8' - 2" 8' - 2" 2' - 8" 5' - 6" 6' - 3" 6' - 7" 12' - 3" 8' - 0" 2' - 6" 3' - 6"
7' - 6"
10' - 0" 13' - 8" 7' - 0" 2' - 6"
W3a
W3a
W3a
W5W3b
W3a
W4d
W3a
W3a
W3a W4d W6W6
W4d
W3a
W4d
W4aW3a
W3a
W3a
W4a
W4a
W3a
W4a
W3a
W3a
W3aW3aW3a
W3a
4' - 8"
14' - 0"
13' - 0"
3' - 6"
3' - 6"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
12
' - 8
"3
' -
6"
4' -
8"
13
' - 4
"4
' -
8"
12
' - 6
"2
' -
4"
11
' - 2
"4
' -
4"
7' -
0"
4' -
8"
7' -
0"
1' -
0"
W16s
W16s
W16
W16s
W16s
W16s
W16s
W16s
W16s
W13W13
W16s
W16s
W16s
W13
W16s
W13W13
W13
W25
W14s
W14sW13
DS
DS
DS
DS
DS
DS
DS
DS
DS DS DS
WALL VENTS BELOW, TYP
WALL VENTS BELOW, TYP
2 HR MECHSHAFT
2 HR MECHSHAFT
8' - 6 1/2" 17' - 10 1/2" 12' - 0" 12' - 0" 17' - 5" 6' - 8" 15' - 1" 4' - 0" 11' - 5" 10' - 10" 10' - 10" 11' - 11" 1"
42" HI METAL GUARDRAIL, SEE A7.03
01
01
7
A6.12
6
A6.12
2
A6.11
1
A6.11
11
A6.13
321
SMOKE CONTROL LOBBY PER IBC 710
FEC
FECFEC
W17s
8
A6.12
R1
A7.02
1
& 3/A7.02
2
A7.03
FOR DECK WALL RAILING & METAL RAILING, SEE A7.03
3' - 6" 2' - 6"
SOFFIT ABOVE, TYP
PLAN / SECTION LEGEND
ONE HOUR ASSEMBLY
TWO HOUR ASSEMBLY
THREE HOUR ASSEMBLY
CONCRETE WALL
NEW WALL
30 MINUTE ASSEMBLY
foconc - face of concfos - face of studfogwb - face of gwb
1. DIMENSIONS ARE TO GRID, FACE OF CONCRETE OR FACE OF STUD2. FOR WALL ASSEMBLY TYPES, SEE SHEET A8.01 THRU A8.043. FOR COMMERCIAL & UNIT DOOR AND FRAME TYPES, SEE SHEET A4.014. FOR WINDOW SCHEDULE, SEE SHEET A4.025. FOR ENLARGED UNIT PLANS AND UNIT DOOR SCHEDULES, SEE A2.51
THRU A2.556. FOR ENLARGED CLUB ROOM & ROOF DECK, SEE A2.617. FOR MECHANICAL LAYOUT, SEE MECHANICAL DRAWINGS8. FOR PLUMBING LAYOUT, SEE PLUMBING DRAWINGS9. FOR ELECTRICAL LAYOUT, SEE ELECTRICAL DRAWINGS10. RANGE HOOD: AKDY 30" 343 CFM, OR APPROVED EQUAL11. PROPOSED ELEVATOR: THYSSENKRUPP SYNERGY, BUILDING
SUPPORTED, 4500, 200 FPM. TWO HOUR SHAFT.
GENERAL NOTES - PLANS
PR
OJ
EC
T
SHEET NO.
JE
NN
IFE
R W
ED
DE
RM
AN
N,
AIA
, L
EE
D A
P2
30
2 A
ST
RE
ET
TA
CO
MA
, W
A 9
840
5(2
53)-
973
-661
1JE
NN
IFE
R@
WE
DD
ER
MA
NN
.CO
M
RE
VIS
ION
SIN
FO
SH
EE
T N
AM
E
Sta
rt D
ate
:
Pro
jec
t N
um
be
r:
Plo
t D
ate
:
File
Na
me
:
6/2
6/2
020 4
:24:2
4 P
M
A2.03
TH
IRD
FL
OO
R P
LA
NA
li K
ashi
429
Ba
y S
tree
tP
ort
Orc
hard
, W
A 9
836
6
10/1
1/1
8
Bay S
treet A
part
ments
1876
Bay S
treet A
pts
.rvt
PE
RM
IT S
UB
MIT
TA
L -
061
52
0
1/8" = 1'-0"
THIRD FLOOR PLAN1 Project North
Re
v#
Da
teD
escrip
tio
n
DW
REF.
DWD
W
DW
REF.
REF.
DW
WD
REF.
DW
REF.
DW
REF.
DW
REF.
DW
REF.
DW
RE
F.
DW
RE
F.
RE
F.D
W
RE
F.
9
7.9
A.2 A.2
3.2
2
C
1
1
EXTERIOR
COMMUNITY PATIO
7
B.3 B.3
4.3
A3.024
A3.01
1
A3.02
3
A3.012
5
A6.02
5
A6.02
6
A6.02
6
A6.02
UNIT A
U-402
UNIT B
U-401
UNIT C
U-403
UNIT E
U-405
UNIT H
U-407
UNIT F
U-406
UNIT D
U-404
UNIT H
U-408
UNIT H
U-409
UNIT H
U-411
UNIT J
U-413
CLUB
ROOM
430
ELEC
423
CORRIDOR
426
LOBBY
421
STOR
422
3
A6.02
3
A6.02
4
A6.02
4
A6.02
2
A6.01
2
A6.01
1
A6.01
1
A6.01
A A
5.1
8
6.5
6
2.2
345
STAIR 1
S1L4
STAIR 2
S2L4
E
F
10
8.4
8.4
D D
B
B.2
C.5
24' - 6" 13' - 10" 25' - 3" 31' - 1" 22' - 7" 22' - 7" 22' - 7" 22' - 7" 29' - 4"
214' - 4"
4' -
6"
44
' - 4
"1
4' -
2"
30
' - 4
"
16' - 8" 38' - 5" 36' - 1" 18' - 0" 23' - 4" 22' - 10" 34' - 6"
4' -
6"
36
' - 5
"5
' -
6"
2' -
5"
34
' - 0
"1
0' -
6"
93
' - 4
"
5' -
0"
CORRIDOR
425
4' -
6"
36
' - 5
"5
' -
6"
4' -
6"
30
' - 0
"1
' - 1
1"
5' -
0"
25
' - 0
"
5' -
6"
10
A6.13
9
A6.12
TYPE 'A'
27
' - 4
"3
1' -
2"
4' -
6"
29
' - 1
0"
5' -
6"
430a
S1L4
422
423
S2L4
430b
426
01010102
02
Kb
01
Kb
01
01
01
01 01 01 01
Kc
01
02
02
01 Kc
S07
S10
01
01
01
01
Kb
04KaKb
01
0101
01KbKb
01
0101
01KbKb010101
01
Kc 01
W4d
W4p+
W6
W3aW3a
10
DS
DS
1/4" / 12"
CONCRETE PAVERS OVER MEMBRANE ROOF - F4
(transparant to view slope)
1/4
" / 12
"
1/4" / 12"
1/4" / 12"
1/4" / 12"
1/4" / 12"
3/8" / 12"
ELEV
EL
A2.21
4
A2.23
5430c
9' -
10"
7' -
0"
15
' - 0
"
7' -
0"
6' -
4"
7' -
6"
3' -
10"
15
' - 2
"
15
' - 6
"
6' -
6"
15
' - 6
"
7' - 6"
8' - 0" 5' - 8" 13' - 2" 5' - 8" 2' - 8" 7' - 0" 7' - 5" 2' - 8" 8' - 2" 8' - 2" 2' - 8"2' - 8" 5' - 0" 7' - 3" 5' - 4" 6' - 6" 5' - 3" 2' - 8" 8' - 2" 8' - 2" 2' - 8" 5' - 3" 6' - 6" 6' - 6" 5' - 3" 2' - 8" 8' - 2" 8' - 2" 2' - 8" 5' - 6" 6' - 3" 6' - 7" 12' - 3" 8' - 0" 2' - 6" 3' - 6"
W3a
W3a
W3a
W5W3b
W3a
W4d
W3a
W3a
W3a W6 W6W6
W4d
W3p
W3p
W3a
W4a
W3a
W3a
W3aW3aW3a
W3a
10' - 0" 13' - 8" 7' - 0" 2' - 6"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
2' -
8"
3' - 6"
3' - 6"
12
' - 8
"3
' -
6"
4' -
8"
13
' - 4
"4
' -
8"
3' -
1"
W16s
W16
W16s
W16s
W16s
W16s
W16s
W17s
W13
W13
W16s
W13
W16s
W13
W14s
W14s
W25
W13 W13
W13
DS
DS
DS
DS
DS
DS
DS DS DS
WALL VENTS BELOW, TYP
WALL VENTS BELOW, TYP
2 HR MECHSHAFT
2 HR MECHSHAFT
TOILET
431431
W10i
W14s
W6
W10
432b
432a
CLOSET
432
8' - 6 1/2" 17' - 10 1/2" 12' - 0" 12' - 0" 17' - 5" 6' - 8" 15' - 1" 4' - 0" 22' - 3" 22' - 9" 1"
42" HI METAL GUARDRAIL, SEE A7.03
01
01
7
A6.12
6
A6.12
2
A6.11
1
A6.11
11
A6.13
Renson Deck SunTrellis
421
SMOKE CONTROL LOBBY PER IBC 710
FEC
FEC
FECFEC
Metal Guardrails, perIBC 1015, 42" high(48" @ Patio), no
opening larger than 4"
48" high Guardrail
8
A6.12
A2.61
1
R1
-8 5/8" roof
-6 3/8" roof
-1' - 4 5/8" roof
-1' - 4 5/8" roof
NanaWall SL70 outswing, see
A7.02
1
& 3/A7.02
3
A7.11
SIM
8
A7.13
For post connection, see 3/A7.13
2
A7.03
FOR DECK WALL RAILING & METAL RAILING, SEE A7.03
-10 7/8" roof
+11" roof
-10 3/4" roof
SOFFIT ABOVE, TYP
/4 A7.33 /5 A7.33
/6 A7.33
4' - 0 1/2" 22' - 0"
PLAN / SECTION LEGEND
ONE HOUR ASSEMBLY
TWO HOUR ASSEMBLY
THREE HOUR ASSEMBLY
CONCRETE WALL
NEW WALL
30 MINUTE ASSEMBLY
foconc - face of concfos - face of studfogwb - face of gwb
1. DIMENSIONS ARE TO GRID, FACE OF CONCRETE OR FACE OF STUD2. FOR WALL ASSEMBLY TYPES, SEE SHEET A8.01 THRU A8.043. FOR COMMERCIAL & UNIT DOOR AND FRAME TYPES, SEE SHEET A4.014. FOR WINDOW SCHEDULE, SEE SHEET A4.025. FOR ENLARGED UNIT PLANS AND UNIT DOOR SCHEDULES, SEE A2.51
THRU A2.556. FOR ENLARGED CLUB ROOM & ROOF DECK, SEE A2.617. FOR MECHANICAL LAYOUT, SEE MECHANICAL DRAWINGS8. FOR PLUMBING LAYOUT, SEE PLUMBING DRAWINGS9. FOR ELECTRICAL LAYOUT, SEE ELECTRICAL DRAWINGS10. RANGE HOOD: AKDY 30" 343 CFM, OR APPROVED EQUAL11. PROPOSED ELEVATOR: THYSSENKRUPP SYNERGY, BUILDING
SUPPORTED, 4500, 200 FPM. TWO HOUR SHAFT.
GENERAL NOTES - PLANS
RAILING DETAILS SHOWN ARE DESIGN INTENT, RAILINGS TO BE PRE-ENGINEERED, PRE-FABRICATED, ALUMINUM, WELDED, POWDER COATED, ALL STAINLESS STEEL FASTENERS.- AT DECKS (cable railing) - MIN. 42" HIGH- AT DECKS (wall railing) - MIN. 48" HIGH- AT PATIO DECK - MIN 48" HIGHSEE SHEET A7.03 FOR DETAILSPER IBC 1015, NO OPENING LARGER THAN 4" dia.
METAL GUARDRAIL NOTES
- CAMARGUE ROOFS ( in four sections)- FOUR COLUMNS, WALL KNIFE PLATES- SIDE PANELS, LOGGIALU PLANO- PROTECTO ON EACH ROOF- LED BLADE LIGHTS, (3 per roof)- UP/DOWN LIGHTS
CONTACT: JOHN SHAW, SDR, [email protected]
MNFR: LACEY GLASS, 360-459-8411
RENSON PATIO NOTES
PR
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7 P
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A2.04
FO
UR
TH
FLO
OR
PL
AN
Ali
Kashi
429
Ba
y S
tree
tP
ort
Orc
hard
, W
A 9
836
6
10/1
1/1
8
Bay S
treet A
part
ments
1876
Bay S
treet A
pts
.rvt
PE
RM
IT S
UB
MIT
TA
L -
061
52
0
1/8" = 1'-0"
FOURTH FLOOR PLAN1 Project North
Re
v#
Da
teD
escrip
tio
n
9
7.9
A.2 A.2
3.2
2
C
1
17
B.3B.3
4.3
A3.024
A3.01
1
A3.02
3
A3.012
5
A6.02
5
A6.02
6
A6.02
6
A6.02
A2.21
5
3
A6.02
3
A6.02
4
A6.02
4
A6.02
2
A6.01
2
A6.01
1
A6.01
1
A6.01
A A
5.1
8
6.5
6
2.2
345
E
F
10
10
8.4
D
B
B.2
C.5
3/8" / 12"
1/2
" /
12
"5
/8"
/ 1
2"
3/4" / 12"
1/4
" /
12
"
1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"
5/8" / 12"
1/4" / 12"
1 3
/8" / 1
2"
1/4
" / 1
2"
1/4
" / 1
2"
5/8
" /
12
"
DS
DS
DS
DS
DS
DS
DSDSDS
1/4" / 12"
1 1
/ 4"
/ 1
2"
3/8
" /
12
"
1 1/
4" /
12"
1/4
" /
12
"
1/4
" /
12
"
1/2" / 12"
1/4" / 12"
WALL VENTS BELOW
METAL PARAPET CAP, TYP
214' - 4"
38' - 4" 25' - 3" 31' - 1" 22' - 7" 22' - 7" 22' - 7" 22' - 7" 29' - 4"
4' -
6"
44
' - 4
"1
4' -
2"
16' - 8" 38' - 5" 36' - 1" 18' - 0" 23' - 4" 22' - 10" 34' - 6"
5' -
0"
4' -
6"
36
' - 5
"5
' -
6"
2' -
5"
34
' - 0
"1
0' -
6"
1/4
" /
12
"
R1
R2
SINGLE-PLY ROOFING OVER R-38 RIGID INSULADJUST THICKNESS FOR AVERAGE
SINGLE-PLY ROOFING OVER R-38 RIGID INSUL
45' - 5 1/4"
from first floor
STAIR/ELEV FLOOR PLAN
METAL ROOF TRIM
RENSON PATIO COVER, DASHED
7
A6.12
6
A6.12
2
A6.11
1
A6.11
3
A7.11
2
A7.11
1
A7.11
1
A7.11
3
A7.11
2
A7.11
PORT ORCHARD MUNICIPAL CODE BUILDING HEIGHT LIMITATION
1
A7.13
1
A7.13
2
A7.13
6
A7.13
5
A7.13
4
A7.13
7
A7.13@ BASE
SCUPPER, SEE 11,12/A7.04
SCUPPER, SEE 11,12/A7.04
HEAT PUMP UNITS, TYP
HEAT PUMP UNITS, TYP
HEAT PUMP UNITS, TYP
HEAT PUMP UNITS, TYP
ROOF DRAINAGE SCHEDULE
#DS SIZE OF DOWNSPOUT
5"w x 4"d (6 si)
SIZE OF SCUPPER
3215 SF
REMARKS:
• Table 1105.1(2): Distance of scupper bottoms above roof, for flat roof is 3" max. Section 1105.1(9): Scupper openings shall be minimum 4" high, width not less than downspout width.
• Overflow: Top of scupper to be 2" above roof drainage height.
• Square pipe shall enclose equivalent round pipe. Rectangular pipe shall have same area as round pipe, dimension ratio not exceed 3 to 1.
• 3" dia (7.069 si) vertical pipe capacity, 92 gpm, max roof area, 2,665 sf• 4" dia (12.566 si) vertical pipe capacity, 192 gpm, max roof area, 5,575 sf• 5" dia (19.635 si) vertical pipe capacity, 360 gpm, max roof area, 10,480 sf• 6" dia (28.274 si) vertical pipe capacity, 563 gpm, max roof area, 16,360 sf
18"w x 8"d x 8"h
LARGEST ROOF AREA
1
2015 UPC Table 1101.12, Rainfall rate, 10 yr = 2.1", 100 yr = 3.3" per hour max storm.
3215 SF
ROOF AREA PER DS
PR
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5(2
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ION
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020 4
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8 P
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A2.05
RO
OF
PL
AN
Ali
Kashi
429
Ba
y S
tree
tP
ort
Orc
hard
, W
A 9
836
6
10/1
1/1
8
Bay S
treet A
part
ments
1876
Bay S
treet A
pts
.rvt
PE
RM
IT S
UB
MIT
TA
L -
061
52
0
Project North
1/8" = 1'-0"
ROOF PLAN1
Re
v#
Da
teD
escrip
tio
n
1st Flr0"
2nd Flr11' - 10"
3rd Flr22' - 10"
4th Flr33' - 10"
Rf Plate43' - 2"
top LOW47' - 6"
5"
2' -
4"
(F.F. ELEV 21'-3")
PER ZONING CODE 20.40.050, AVERAGE GRADE ALONG BAY STREET SETBACK LINE = 19'-2"'
2' -
1"
TOP OF RIGID INSULATION, 47'-7"
BUILDING HEIGHT LIMIT, 48'-0"
PARAPET WALL DOES NOT EXCEED MAX BUILDING HEIGHT BY MORE THAN 6' PER ZONING CODE 20.40.050.2.B
STAIR TOWER DOES NOT EXCEED MAX BUILDING HEIGHT BY MORE THAN 10' PER ZONING CODE 20.40.050.2.C
10
Deck Plate31' - 2"
9
A6.12
G02
2' -
0"
6' -
1"
2' -
2"
S06
2' -
0"
6' -
1"
2' -
2"
2' -
0"
6' -
1"
1' -
11" 1' -
10"2
' -
0"
4' -
0"
2' -
0"
3' -
0"
2' -
0"
4' -
0"
2' -
0"
3' -
0"
2' -
0"
4' -
0"
2' -
0"
2' -
0"
6' -
1"
2' -
2"
G01 S03
2' -
0"
6' -
1"
2' -
2"
2' -
2"
6' -
1"
2' -
0"
S05
S07
S07
S07
S04
HSNB HCLM HCIG
CCBC
CCWC
4' -
0"
6' -
0"
48
'-0
" a
llow
ab
le h
eig
ht
pe
r P
OM
C
48
' - 0
"
SSMR HCIG HSNB
AEPOTG
HSNB
HSNBHCLM
BFC
CCWC
HCIG
HSNB
01
01
S2L1a
Kc
Kc
Kc
02
02Kc
Kc
Kc
Kb
Kb
03
0101
03
Kb
Kb
0101
03 03 03
01
Wall Vent per Mech Scupper & Downspout,5"x4"
L01
7
A6.12
6
A6.12
Renson Deck SunTrellis
8' -
0"
4th Flr
Plate
4" x 5" Beveled Gutterw/Downspout, 5/4x10
Hardie Trim-Rustic
HCIG
BFCHSNB
CCWC
CCWC
Parapet Cap Flashing,w/SS Fasteners
CCWC
HCIG
Wall Vent per Mech
HCIG11
A7.0111
A7.01
10
A7.01
1
A7.11
3
A7.11
2
A7.11
SEE 4,2,3/A7.14
SMALL VINYL WINDOWS, SEE
SCUPPER, SEE 11,12/A7.04
42" HI METAL GUARDRAIL, SEE A7.03
AEPDB
FOR FRONT LOBBY STOREFRONT DETAILS, SEE 1-6/A7.32
Sign-verify with owner name
Sign-address
4
A7.31
4
A7.31
/1 A7.33
/2 A7.33
/3 A7.33
1
A7.31
1
A7.01
6
A7.31
11
A7.01
SIM, w/HARDIE BAND BOARD 6
A7.31
7
A7.01
7
A7.01
7
A7.01
10
A7.02
10
A7.02
10
A7.32
12
A7.32
3
A7.01
101a
1st Flr0"
2nd Flr11' - 10"
3rd Flr22' - 10"
4th Flr33' - 10"
Rf Plate43' - 2"
top LOW47' - 6"
E F
HSNB
BFCBFC
Scupper & Downspout,5"x4"
Parapet Cap Flashing,w/SS Fasteners
01
0101
01Kb
Kb
Kb01
01Kb
Kb
Kb02
02
10
' - 0
"
2
A6.11
1
A6.11
HCLM
HCIG
Wall Vent per Mech
10
A7.01
1
A7.11
CONC REVEAL, SEE 7/A7.02
SCUPPER, SEE 11,12/A7.04
42" HI METAL GUARDRAIL, SEE A7.03,FOR DECK WALL RAILING & METAL RAILING, SEE A7.03
4' -
0"
OVERHEAD DOORRAPID GRILLE AP #676
8' -
6"
1
A7.01
HARDIE SMOOTHNAVAJO BEIGE
BOARD FORMED CONCRETE
HARDIE SELECT CEDARMILLLIGHT MIST
HARDIE SELECT CEDARMILLIRON GRAY
CERACLAD RAINSCREENRUSTIC WOOD - CARAMEL
CURTAIN PANEL - INSLATED GLAZING
PERFORATED METAL PANEL-PARKING VENTILATION
CURTAIN PANEL - SPANDREL
EXTERIOR MATERIAL LEGEND
AEP SPAN PRESTIGE SERIES,12" NO REVEAL w/2 PENCIL RIBS ALUMINUM PANEL, OLD TOWN GRAY
CERACLAD RAINSCREENBOARD FORMED CONCRETE
HSNB
BFC
HCLM
HCIG
CCWC
AEPOTG
CCBC
NOTE: For typical Hardie, CeraClad and Concrete reveals and expansion joinsts, see 7/A7.02
AEP SPAN SELECT SEAM WIDE BATTEN, OLD TOWN GRAY
SSMR
AEP SPAN PRESTIGE SERIES,12" NO REVEAL w/2 PENCIL RIBS ALUMINUM PANEL, DARK BRONZE
AEPDB
RAILING DETAILS SHOWN ARE DESIGN INTENT, RAILINGS TO BE PRE-ENGINEERED, PRE-FABRICATED, ALUMINUM, WELDED, POWDER COATED, ALL STAINLESS STEEL FASTENERS.- AT DECKS (cable railing) - MIN. 42" HIGH- AT DECKS (wall railing) - MIN. 48" HIGH- AT PATIO DECK - MIN 48" HIGHSEE SHEET A7.03 FOR DETAILSPER IBC 1015, NO OPENING LARGER THAN 4" dia.
METAL GUARDRAIL NOTES
PR
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SHEET NO.
JE
NN
IFE
R W
ED
DE
RM
AN
N,
AIA
, L
EE
D A
P2
30
2 A
ST
RE
ET
TA
CO
MA
, W
A 9
840
5(2
53)-
973
-661
1JE
NN
IFE
R@
WE
DD
ER
MA
NN
.CO
M
RE
VIS
ION
SIN
FO
SH
EE
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:
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3 P
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A3.01
ELE
VA
TIO
NS
Ali
Kashi
429
Ba
y S
tree
tP
ort
Orc
hard
, W
A 9
836
6
10/1
1/1
8
Bay S
treet A
part
ments
1876
Bay S
treet A
pts
.rvt
PE
RM
IT S
UB
MIT
TA
L -
061
52
0
1/8" = 1'-0"
BUILDING ELEVATION - SOUTH1
1/8" = 1'-0"
BUILDING ELEVATION - WEST2
Re
v#
Da
teD
escrip
tio
n
1st Flr0"
2nd Flr11' - 10"
3rd Flr22' - 10"
97.9
4th Flr33' - 10"
Rf Plate43' - 2"
top LOW47' - 6"
3.221 74.3
5
A6.02
6
A6.02
3
A6.02
4
A6.02
86.562.2 3 4 5 8.4
S01a
2' -
0"
6' -
1"
2' -
2"
G08
2' -
0"
6' -
1"
2' -
2"
G03G04G05
100b
G06G07
CCWC CCWC HSNB HCIG
BFC BFCBFCBFCCCBC
HSNB CCWC
HCLM
HCLM
HSNB
02
0201
01
01
01Kc01
01
Kc
Kc01
01Kb
Kb
KbKb
Kb
Kb01
0101
0101
01 Kb Kb
KbKb
Kb Kb01
01Kb
Kb
KbKa
Ka
Ka04
04
04
Scupper & Downspout,5"x4"
Parapet Cap Flashing,w/SS Fasteners Wall Vent per Mech
01
01
HCIGHCIGHCIG
4" x 5" Beveled Gutterw/Downspout, 5/4x10
Hardie Trim-Rustic
S1L5
2
A7.01
5
A7.01
8
A7.01
10
A7.01
3
A7.11
2
A7.11
1
A7.11
SCUPPER, SEE 11,12/A7.04
42" HI METAL GUARDRAIL, SEE A7.03
HSNB
HCLM
2
A7.01
7
A7.31
4
A7.31
5
A7.31
4
A7.31
5
A7.31
1
A7.01
1
A7.01
SMALL VINYL WINDOWS, SEE
/1 A7.33
/2 A7.33
/3 A7.33
HCIG
8
A7.01
5
A7.01
HCIG
10
A7.01
1st Flr0"
1st Flr0"
2nd Flr11' - 10"
3rd Flr22' - 10"
A.2
4th Flr33' - 10"
Rf Plate43' - 2"
top LOW47' - 6"
B.32
A6.01
1
A6.01
AD BC.5
S03S02
110a
Deck Plate31' - 2"
10
A6.13
2' -
0"
6' -
1"
2' -
2"
2' -
0"
6' -
1"
2' -
2"
BFC
HSNBHCLM
CCWC
AEPOTG
HCLM
HSNB
BFC
CCWC
Kb
01
01
01
01
Kb
Kb
Parapet Cap Flashing,w/SS Fasteners
Scupper & Downspout,5"x4"
Wall Vent per Mech
01
03 03 03 03
01
05
05
Kb
Kb
HCLM
HSNB
HCIG
11
A6.13
Parapet Cap Flashing,w/SS Fasteners
HCIG
4th Flr 4' -
0"
Renson Deck SunTrellis
10
A7.01
1
A7.11
NanaWall SL70 outswing, see
SCUPPER, SEE 11,12/A7.134
A7.11
sim
4' -
0"
FOR DECK WALL RAILING & METAL RAILING, SEE A7.03
Metal Guardrails, perIBC 1015, 42" high(48" @ Patio), no
opening larger than 4"
4' -
6"
1
A7.01
1
A7.01
1
A7.31 7
A7.31
/4 A7.33 /5 A7.33 /6 A7.33
HARDIE SMOOTHNAVAJO BEIGE
BOARD FORMED CONCRETE
HARDIE SELECT CEDARMILLLIGHT MIST
HARDIE SELECT CEDARMILLIRON GRAY
CERACLAD RAINSCREENRUSTIC WOOD - CARAMEL
CURTAIN PANEL - INSLATED GLAZING
PERFORATED METAL PANEL-PARKING VENTILATION
CURTAIN PANEL - SPANDREL
EXTERIOR MATERIAL LEGEND
AEP SPAN PRESTIGE SERIES,12" NO REVEAL w/2 PENCIL RIBS ALUMINUM PANEL, OLD TOWN GRAY
CERACLAD RAINSCREENBOARD FORMED CONCRETE
HSNB
BFC
HCLM
HCIG
CCWC
AEPOTG
CCBC
NOTE: For typical Hardie, CeraClad and Concrete reveals and expansion joinsts, see 7/A7.02
AEP SPAN SELECT SEAM WIDE BATTEN, OLD TOWN GRAY
SSMR
AEP SPAN PRESTIGE SERIES,12" NO REVEAL w/2 PENCIL RIBS ALUMINUM PANEL, DARK BRONZE
AEPDB
RAILING DETAILS SHOWN ARE DESIGN INTENT, RAILINGS TO BE PRE-ENGINEERED, PRE-FABRICATED, ALUMINUM, WELDED, POWDER COATED, ALL STAINLESS STEEL FASTENERS.- AT DECKS (cable railing) - MIN. 42" HIGH- AT DECKS (wall railing) - MIN. 48" HIGH- AT PATIO DECK - MIN 48" HIGHSEE SHEET A7.03 FOR DETAILSPER IBC 1015, NO OPENING LARGER THAN 4" dia.
METAL GUARDRAIL NOTES
PR
OJ
EC
T
SHEET NO.
JE
NN
IFE
R W
ED
DE
RM
AN
N,
AIA
, L
EE
D A
P2
30
2 A
ST
RE
ET
TA
CO
MA
, W
A 9
840
5(2
53)-
973
-661
1JE
NN
IFE
R@
WE
DD
ER
MA
NN
.CO
M
RE
VIS
ION
SIN
FO
SH
EE
T N
AM
E
Sta
rt D
ate
:
Pro
jec
t N
um
be
r:
Plo
t D
ate
:
File
Na
me
:
6/2
6/2
020 4
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BUILDING ELEVATION - NORTH3
1/8" = 1'-0"
BUILDING ELEVATION - EAST4
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