HomeMy WebLinkAbout03-21-16 PSE Talbot - Arch Permit SetHOUSE
3 21 16 0
PERMIT SET
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DATE (M/D/Y)SUBSTATION
ENGINEERING
DEPARTMENT
$FILE$$DATE$$USER$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:
OF:
D-18740
CONTROL HOUSE
CS Cover Sheet
TALBOT SUBSTATION
31
VARIES
LAWHEAD
ARCHITECTS
P.S.
12342 NORTHUP WAY
BELLEVUE, WA 98005
(425) 556-1220 -P(425) 556-1228 -F
1
1
A1.1
1
A1.1
1
A1.1
1
A1.1
1
2
3
4
1
1
1
8'-0"
BUILDING SECTION
PARTIAL SECTION
WALL SECTION
DETAIL
BUILDING GRIDS
DOOR C.O.
FLAG NOTE
REVISION NOTES
WINDOW C.O.
WALL C.O.
CEILING OR HEADER
HEIGHT
INTERIOR
ELEVATIONS
1
2400 S PUGET DR., RENTON, WA 98055VICINITY MAP....
SCALE: 1" = 1000'
PROJECT DATA
PROJECT DESCRIPTION
LEGAL DESCRIPTION
PUGET SOUND ENERGY - TALBOT CONTROL HOUSE
ARCHITECTURAL SYMBOLS
INDEX
DRAWING SHEET SHEET SHEET
NO: NO: NO: (ARCH) TITLE:
D-18152 1 CS COVER SHEET
ARCHITECTURAL:
2 A1-1 SITE PLAN
3 A1-2 ENL. SITE PLANS / DETAILS
4 A2-1 FLOOR PLAN / REFLECTED CEILING PLAN / ROOF PLAN / SCHEDULES
5 A3-1 BUILDING ELEVATIONS & SECTIONS
6 A4-1 WALL SECTIONS
7 A5-1 INTERIOR ELEVATIONS
8 A6-1 DETAILS
9 A6-2 DETAILS
10 A6-3 TRENCH DETAILS & TRENCH PLANS
STRUCTURAL:
11 S1-0 STRUCTURAL NOTES & DRAWING LIST
12 S1-1 STRUCTURAL NOTES, ABBREVIATIONS & SYMBOLS
13 S1-2 SPECIAL INSPECTION SCHEDULE
14 S1-3 SPECIAL INSPECTION SCHEDULE
15 S2-1 FOUNDATION PLAN
16 S2-2 ROOF PLAN
17 S3-1 TYPICAL CONCRETE DETAILS
18 S3-2 CONCRETE DETAILS
19 S3-3 CONCRETE DETAILS
20 S4-1 TYPICAL COLD FORM STEEL DETAILS
21 S4-2 TYPICAL COLD FORM STEEL DETAILS
22 S4-3 COLD FORM STEEL DETAILS
MECHANICAL:
23 M1-1 MECHANICAL LEGEND & NOTES
24 M1-2 MECHANICAL SCHEDULES
25 M2-1 MECHANICAL FLOOR PLAN
ELECTRICAL:
26 E0-1 ELECTRICAL LEGEND & NOTES
27 E2-1 LIGHTING PLAN
28 E3-1 POWER & SIGNAL PLANS
29 E5-1 ONE-LINE DISTRIBUTION DIAGRAM & MECH EQUIP CONNECTION
SCHEDULE
30 E5-2 GROUNDING DIAGRAM, FA RISER
31 E6-2 PANEL SCHEDULES
ARCHITECTURAL ABBREVIATIONS
PROJECT TEAM
1
THIS PROJECT WILL CONSIST OF A NEW SUBSTATION CONTROL HOUSE CONSTRUCTED FOR
PUGET SOUND ENERGY (PSE). THE BUILDING WILL HOUSE CONTROL, METERING,
PROTECTION EQUIPMENT AND ACCESSORY SPACES.
APPLICABLE CODES:
RMC RENTON MUNICIPAL CODE
2012 IBC, WAC 51-52
2009 ANS, ICC/ANSI A117.1-2009
2012 IFC, WAC 51-54
2012 WSEC, WAC 51-11
2012 IMC, WAC 51-52
2008 NEC (NFPA 70), WAC 296-46B-010
2008 NESC C2-2012, WAC 296-46B-010
OWNER:
PUGET SOUND ENERGY
10885 NE 4TH, STE #PSE-10S
SEATTLE, WA 98009
(425) 456-2535
ROBERT STEWART
ARCHITECT:
LAWHEAD ARCHITECTS P.S.
12342 NORTHUP WAY
BELLEVUE, WA 98005
(425) 556-1220
FRANK LAWHEAD
STRUCTURAL:
KPFF CONSULTING ENGINEERS
1601 5TH AVE, STW #1600
SEATTLE, WA 98101
(206) 622-5822
JIM SWENSON
MECHANICAL:
HULTZ BHU
1111 S FAWCETT AVE #100
TACOMA, WA 98402
(253) 383-3257
RICK HULTZ
ELECTRICAL:
HULTZ BHU
1111 S FAWCETT AVE #100
TACOMA, WA 98402
(253) 383-3257
TOM URQUHART
SITE ADDRESS: 2400 S PUGET DR.
RENTON, WA 98055
PARCEL: A: 2023059066, B:2023059003
PARCEL AREA: A: 13.40 + B: 37.00 = 50.40 ACRES
PEDESTRIAN PROTECTION: ≥ 5 FEET AND ONE- HALF THE HT. OF CONST.
(IBC 3306.1) NONE REQUIRED
ZONING: R-8
-NO OVERLAY DISTRICTS
BUILDING AREA: NEW CONTROL HOUSE = 1,449 SF
(INSIDE AREA PER EXIST. CONTROL HOUSE = 999 SF
IBC 502.1) COMMUNICATION BLDG = 454 SF
TOTAL = 2,902 SF
SINGLE BUILDING PER IBC 503.1.2
HEIGHT: ±19'-4" PROPOSED – SINGLE STORY
(RMC 4-2-110A) 30'-0" ALLOWED
CONSTRUCTION TYPE: V-B
OCCUPANCY: NEW CONTROL HOUSE: S-2
ALLOWABLE INCIDENTAL USE AREA: 10%
BATTERY ROOM = 8.15% , (IBC509.3)
1-HR SEPARATION (IBC TABLE 509)
EXISTING CONTROL HOUSE: S-2
COMMUNICATION BUILDING: S-2
OCCUPANCY LOAD: 6
FIRE SPRINKLERS: N/A
PLUMBING: N/A
PARKING: N/A
PARCEL #202305-9003:
SW 1/4 OF NE 1/4 LESS PORLY BET PSP & L CO 50 FT ESMT & BPA 200 FT ESMT LESS POR
WITHIN PSP & L CO 200 FT SUFFLETON R/W SUBJ TO ESMTS TCO 17-802
PARCEL #202305-9066:
POR OF SE 1/4 OF NE 1/4 LY WLY OF C OF S PIPE LN R/W ALSO POR SD SUBD LY NLY OF SLY
LN OF BONNEVILLE TRANS LN ESMT R/W & ELY OF C OF S PIPE LN R/W SUBJ TO ESMTS - TCO
17-741
A.C.T. ACOUSTIC CEILING TILE
A.F.F. ABOVE FINISH FLOOR
APPROX. APPROXIMATE
ARCH. ARCHITECTURAL
BLDG. BUILDING
BLKG. BLOCKING
BOTT. BOTTOM
C.I. CAST IRON
C.J. CONTROL JOINT /
CONSTRUCTION JOINT
C.O. CALL-OUT
C.T. CERAMIC TILE
CEIL. CEILINGCL CENTERLINE
CLR. CLEAR
CONC. CONCRETE
CONN. CONNECTION
CONST. CONSTRUCTION
CONT. CONTINUOUS
COL. COLUMN
COORD. COORDINATE
CSK. COUNTERSINK
MANUF. MANUFACTURER /
MANUFACTURED
MFR. MANUFACTURER
MATL. MATERIALMAX. MAXIMUM
MECH. MECHANICAL
MEZZ. MEZZANINE
MIN. MINIMUM
MISC. MISCELLANEOUS
MTL. METAL
D.F. DRINKING FOUNTAIN
D.S. DOWNSPOUT
DBL. DOUBLE
DEPT. DEPARTMENT
DIA. DIAMETER
DIM. DIMENSION
EXIST. EXISTING
EXP. EXPOSED
EXT. EXTERIOR
EQ. EQUAL
EQUIP. EQUIPMENT
GA. GAUGE
GAL. GALLON
GALV. GALVANIZED
GWB GYPSUM WALLBOARD
GYP. GYPSUM
H.C. BARRIER-FREE
H.M. HOLLOW METALHORIZ. HORIZONTAL
HR HOUR
HT. HEIGHT
I.D. INSIDE DIAMETER
IN. INCHES
INFO. INFORMATION
INSUL. INSULATION
INT. INTERIOR
LAV. LAVATORY
LB. POUND
LIN.FT. LINEAR FEET
LOC. LOCATE
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
NO. NUMBER
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
OCC. OCCUPANCY
OCC.’S OCCUPANTS
OPP. OPPOSITE
P.E.M.B. PRE-ENGINEERED
METAL BUILDING
PL. PLATEP.L. PROPERTY LINE
P-LAM PLASTIC LAMINATE
PT. POINT
PLUMB. PLUMBING
R= RADIUS
R.O. ROUGH OPENING
RCP REFLECTED CEILING PLAN
REF. REFER / REFERENCE
REFR. REFRIGERATOR
REINF. REINFORCING
REQ. REQUIRED / REQUIREMENTS
RM. ROOM
S.S. STAINLESS STEEL
SCWD SOLID CORE WOOD DOOR
SECT. SECTION
SIM. SIMILAR
SL. SEALSPEC. SPECIFICATIONS
SQ. SQUARE
STD. STANDARD
STL. STEEL
STRUCT. STRUCTURAL
SV SHEET VINYL
SYST. SYSTEM
T.O. TOP OF...
TYP. TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
VB VAPOR BARRIER
VCT VINYL COMPOSITE TILE
VERT. VERTICAL
W/ WITH
W/O WITHOUT
W.C. WATER CLOSET
WD WOODWDW. WINDOW
WGWB WATER RESISTANT
GYPSUM WALLBOARD
WT. WEIGHT
FT. FEET
F.E.C. FIRE EXTINGUISHER CABINET
F.H.C. FIRE HOSE CABINET
F.D. FLOOR DRAIN
F.E. FIRE EXTINGUISHER
F.F. FACTORY FINISH
F.F.E. FINISH FLOOR ELEVATION
F.O. FACE OF…F.O.I.C. FURNISHED BY OWNER
INSTALLED BY CONTRACTOR
F.O.I.O. FURNISHED BY OWNER
INSTALLED BY OWNER
F.R.P. FIBER REINFORCED PLASTIC
F.V. FIELD VERIFY
FDN. FOUNDATION
FIN. FINISH
FT. FOOT
FTG. FOOTING
E.J. ELASTOMERIC JOINT /
EXPANSION JOINTEA. EACH
ELECT. ELECTRICAL
ELEV. ELEVATION/ELEVATIONS
ENL. ENLARGED
SITE
HOUSE
3 21 16 0
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ENGINEERING
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$FILE$$DATE$$USER$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:
OF:
D-18740
CONTROL HOUSE
A1-1 Site Plan
TALBOT SUBSTATION
31
VARIES
LAWHEAD
ARCHITECTS
P.S.
12342 NORTHUP WAY
BELLEVUE, WA 98005
(425) 556-1220 -P(425) 556-1228 -F
PARCEL #:
2023059066
ZONE:
R-8
PARCEL #:
2023059003
ZONE:
R-8
PARCEL #:
2023059002
ZONE:
R-8
PARCEL #:
2023059051
ZONE:
R-8
PARCEL #:
2023059073
ZONE:
R-8
PARCEL #:
2023059050
ZONE:
R-8
B
E
A
C
ON
WAY
S
O
UT
H
NEW
CONTROL
HOUSE
B B
A A
1
1
2
2
1 N
SITE PLAN 1:960
2
HOUSE
3 21 16 0
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ENGINEERING
DEPARTMENT
$FILE$$DATE$$USER$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:
OF:
D-18740
CONTROL HOUSE
A1-2 Enl. Site Plans / Details
TALBOT SUBSTATION
31
VARIES
LAWHEAD
ARCHITECTS
P.S.
12342 NORTHUP WAY
BELLEVUE, WA 98005
(425) 556-1220 -P(425) 556-1228 -F
4"
6"
DOOR & THRESHOLD
PER SCHEDULE
FOUNDATION PER
STRUCTURAL
SLOPE TO DRAIN
PRE-FORMED
EXPANSION JOINT
FILLER
6" X 6" W.W.F.,
W1.4 X W1.4
DOWEL SLAB TO
FOUNDATION WALL:
#4 X 18" @ 18" O.C.
(DRILL, EPOXY AND
GROUT @ EXIST.
CONC., TYP.)
STRUCT. FILL
PER CIVIL
WALKWAY PER
5/A1-1
X
1
A6-2
1 1/2"4"VARIES1'-6"
6"
6"2"5 1/2"6"FOOTING PER
STRUCT.MIN.SEE CIVIL FOR
SUBSTATION FINISH
GRADE
GEOTEXTILE FILTER
FABRIC
COMPACTED
SUBGRADE
SEE GEOTECH REPORT
NATIVE MATERIAL
GRANULAR FILL FOR
WALLS AND DRAINS
CONT. FOOTING DRAIN; WRAP WITH FILTER
FABRIC; DRAIN PIPE PERFORATED OR SLOTTED
RIGID PVC PIPE LAYED W/ PERFORATIONS OR
SLOTS FACING DOWN; TIGHT JOINTED; W/
POSITIVE GRADIENT, 4" MIN. DIA., TYP @
BUILDING PERIMETER
DO NOT USE FLEXIBLE CORRUGATED PLASTIC
PIPE, TYP.
DO NOT TIE BUILDING DOWNSPOUT DRAINS INTO
FOOTING LINE, TYP.
DRAINAGE TO POSITIVE PERMANENT DISCHARGE
SLOPE TO DRAIN; SEE CIVIL FOR ADDITIONAL
INFORMATION
MIN.
MIN.
±206'-0"20'-0"430
4
3
5
438
4 4 2
439435437
443
444
443440433434 435
4414
39
425
430
435
435
440435430
435
438
440
438
439
4384 3 8
438438438
435
430
435
437 444435
432
4 3 2
4
3
0
4
2
5
435
4404354404434384404414424384354
32
EXIST.
CONTROL
HOUSE BE
AC
ON WA
Y
S
OU
T
H
FENCE
430PARCEL #:
2023059066
ZONE:
R-8
PARCEL #:
2023059003
ZONE:
R-8 ROADSITE BASE LINE CONTROL
NEW CONTROL HOUSE,
TO BE PERPENDICULAR
TO SITE BASELINE
CONTROL. VERIFY EXACT
LOCATION W/ OWNER.
TO GRID
TO GRIDB B
A A
1
1
2
2
NEW
CONTROL
HOUSE
COMM. BLDG
1
BB
A
13'-4"5'-6 1/2"38'-8"39'-8"(4) 4" CONDUITS
(4) 2" CONDUITS
(1) 2" CONDUITFDFDFD FD FD
FDFDFD
RDRDFDRDFDFDFD
SLOPE ROOF & FLOOR DRAINS TO CATCH
BASIN; SEE CIVILFOR ADDITIONAL INFO. - TYP.
F.F.E. = 438.90' EL.
CABLE TRENCHES
BY OWNER
(FOR REFERENCE
ONLY)
NOTE:
CONDUITS PER E3-1 FOR EXACT
LOCATION AND DEPTH
FD
FDFD
5'-0" x 5'-0" x 6" CONC. PAD
CENTERED ON MAN DOOR
CABLE TRENCHES BY OWNER
(FOR REFERENCE ONLY)
RD
ROOF OUTLINE
RD
5'-0" x 5'-0" x 6" CONC. PAD
CENTERED ON MAN DOOR
5'-0" x 5'-0" x 6" CONC. PAD
CENTERED ON MAN DOOR
AC MDP CABLE VAULT
2
A
1 2
4
A1-2
3
A1-2
NEW TALBOT
CONTROL
HOUSE
3 CONC. PAD @ BLDG 1 1/2"= 1'-0"4 TYP. FOOTING @ BUILDING EDGE 1" = 1'-0"
1 N
ENL. SITE PLAN 1" = 40'
2 N
ENL. SITE PLAN 1/8" = 1'-0"
3
GENERAL SHEET NOTES
1. ALL DIMENSIONS ARE TO FACE OF FRAMING.
- TYP. U.N.O.
2. EXISTING TOPOGRAPHY SHOWN. SEE CIVIL FOR
PROPOSED TOPOGRAPHIC INFORMATION.
HOUSE
3 21 16 0
PERMIT SET
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DATE (M/D/Y)SUBSTATION
ENGINEERING
DEPARTMENT
$FILE$$DATE$$USER$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:
OF:
D-18740
CONTROL HOUSE
A2-1 Floor Plan / RCP / Roof Plan / Schedules
TALBOT SUBSTATION
31
VARIES
LAWHEAD
ARCHITECTS
P.S.
12342 NORTHUP WAY
BELLEVUE, WA 98005
(425) 556-1220 -P(425) 556-1228 -F7'-0"3'-0"
1'-0"1'-6"1 AFLOOR
LINE
100
A
A
101A
1,329 sq ft
108 sq ft
100B
1
1S
1S
2PR
1
1
1
1S
1S
B
2
B
A
CL1
12
A6-1
6'-0"32'-10"18'-0"
18'-0"18'-10"18'-0"18'-0"5'-0"38'-2"39'-8"13'-8"38'-8"
3'-0"
3'-0"4'-6"
2'-0"5'-0"
4
A4-1
3
A4-1
6
7
8
5
A5-1
ROOF OUTLINE ABOVE
(DASHED)
EYE WASH STATION ( N.I.C.)
CONTROL RACKS OVERTURN
BRACING TYP 2
2 ROWS, 16 RACKS EACH ROW
PRINT TABLE / WORK AREA
4' x 20' (PROVIDED BY PSE)
120V DC BATTERY
BATTERY CHARGER
CH AC PANEL
AC MDP
CABLE TRENCH BY OTHERS
(FOR REFERENCE ONLY)ALIGNBARD AC UNIT
RELAY AC PANELS
D.S.
D.S.
CONTROL OCC. LOAD
(1 / 300 SF) = 5
BATTERY OCC. LOAD
(1 / 300 SF) = 1
F.E.
1.5'x14' BATTERY RACK W/ (60)
VENTED FLOODED LEAD ACID BATTERIES
W/ TOTAL OF 30 GAL. MAX. ELECTROLYTE CAPACITY.
CONTROL JOINT TYP., SEE S2-1
CABLE TRENCH. COVERS
OMITTED FOR CLARITY.
SEE A6-3 & D/S3-2 FOR TRENCH
DETAILS & 1/A6-2 FOR COVER
DETAILS
F.E.ALIGNALIGNCABLE TRENCH BY OTHERS
(FOR REFERENCE ONLY)
SAFETY SWITCH
ALIGNALIGN±9'-2"
AC MDP CABLE VAULT
BATT.
101
7'-6"8'-8"2'-8"
6A3-1
6A3-1
(2) 4"
SLEEVES
DCPANEL
#1
1
A
1 2
101
B
5'-6"2'-8"6'-0"2'-0"11'-4"2'-0"2'-3"9'-0"9'-6"8'-0"8'-0"5
A3-1
5
A3-1
2
3
4
1
A5-1
DCPANEL
#3
DCPANEL
#2
CONTROL
100
1
B
2
B
A
2'-2"1'-2"2'-2"1'-2"
4
A4-1
3
A4-1
METAL SOFFIT
CABLE TRAY
(30"W X 6"D)
METAL SOFFIT
EXIT
6" MTL. JOISTS ABOVE.
NOTE:
SEE MECH. FOR MECHANICAL
EQUIPMENT NOT SHOWN HERE.
COLD-FORMED STEEL TRUSSES
1-HR RATED CEILING IN
BATTERY 102. REFERENCE
1&2/A4-1 FOR COMPOSITION.
ALSO REFERENCE GA FILE #
FC 4490 FOR ADDITIONAL
REQUIREMENTS NOT
INCLUDED IN DRAWINGS.
TYPICAL RECESSED LIGHT FIXTURE IN MTL. SOFFIT.
PROVIDE 12"x12" SHEET MTL. PAN, MIN. 24 GA.,
W/ INTEGRAL J-TRIM PIECES ALL (4) SIDES TO RECEIVE
SOFFIT PANELS. PROVIDE INTERMEDIATE FRAMING AS
REQ. TO SUPPORT LIGHT & J-TRIM PIECES.
6
A3-1
6
A3-1
A
1 2
5
A3-1
5
A3-1
8'-6"
OPEN TO
STRUCT.
CONTROL
100
BATT.
102
EXIT EXIT1
B
2
B
A
CL
CL
4
A4-1
3
A4-1
20'-0"1'-2"2'-2"BUILDING OUTLINE TO FACE OF FRAMING
(DASHED)
STANDING SEAM MTL. ROOF
– PRE-FINISHED; SEE SPEC.
D.S.
D.S.
6
A3-1
6
A3-1
A
1 2
5
A3-1
5
A3-1
4
A6-1
10
A6-1
9
A6-1
10
A6-1
9
A6-1
2'-2"20'-0"1'-2"
RIDGE SLOPE4:12SLOPE4:12REMARKSNO.SPACE NAME FLOOR BASE NORTH WESTEAST SOUTH CEILING
CONTROL
BATTERY
CONC/SEALCONC/SEAL EXP./PT.PLYWD/PT.PLYWD/PT.PLYWD/PT.
CONC/SEALCONC/SEAL GWBX/PT.GWBX/
PLYWD/PT.
GWBX/
PLYWD/PT.
GWBX/
PLYWD/PT.
GWBX/
PLYWD/PT.
GWBX/
PLYWD/PT.
WINDOW / LOUVER SCHEDULE
REMARKSNO.
A ALUM.13/A6-1
1 N
FLOOR PLAN 1/8" = 1'-0"
3 NREFLECTED CEILING PLAN 1/8" = 1'-0"2 NROOF PLAN 1/8" = 1'-0"
SIZE OPERATION MATERIAL HEAD SILLJAMB
FIXED
WALL TYPES LEGEND
WALL TYPES MODIFIERS
RCP LEGEND
GWB (GYPSUM WALL BOARD)
– PAINT #1; SEE SPEC.
EXPOSED SHEATHING
–PAINT #2; SEE SPEC.
DOOR FRAME
NO.SIZE WIDTH X HEIGHT TYPE MAT./FIN.MAT./FIN.THRESH.REMARKS
DOOR SCHEDULE
FINISH SCHEDULE
101
100
JAMBHEAD HARDWARE
DETAILS
DETAILS
NOTES:
(1) HARDWARE MUST MEET THE ICC / ANSI A117.1-2003 STANDARD.
(2) KEY CARD ACCESS.
(3) DOOR HARDWARE MUST BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.
NOTES:
(1) MASK OFF ONE FIRE-STAMP PER SHEET BEFORE PAINTING.
(2) WALL COMPOSITION SIMILAR TO GA FILE NUMBER WP 1076 CONSTRUCTION. CEILING COMPOSITION SIMILAR TO GA FILE NUMBER FC 4490 CONSTRUCTION.
SEE LISTED WALL / CEILING ASSEMBLY FOR ADDITIONAL REQUIREMENTS AND OTHER INFORMATION NOT INCLUDED HERE.
3'-0" X 7'-0"H.M. / PT.
100B
1100A H.M. / PT.1/A6-1 6/A6-1 11/A6-1
101A
3'-0" X 7'-0"H.M. / PT.1 H.M. / PT.
3'-0" X 7'-0"H.M. / PT.1 H.M. / PT.
101B H.M. / PT.1 H.M. / PT.3'-0" X 7'-0"
FINISH LEGEND:
CONC. CONCRETE
EXP. EXPOSED
FRAC FIRE-RETARDANT AC OR BETTER PLYWOOD
GWB GYPSUM WALL BOARD
GWBX FIRE RATED GYPSUM WALL BOARD - 5/8" TYPE-X
PLWD PLYWOOD
P-LAM PLASTIC LAMINATE
PT. PAINT
1/A6-1 6/A6-1 11/A6-1
1/A6-1 6/A6-1 11/A6-1
7/A6-1 7/A6-1 - -
4
WALL / CEILING TO BE 1-HR CONSTRUCTION; NOTE 2
NOTE 2; 45 MIN RATED DOOR
1'-0" X 1-6"3/A6-1 8/A6-1 LOUVER
ROOF LEGEND
STANDING SEAM MTL ROOFING
– PRE-FINISHED; SEE SPEC.
DOOR / LOUVER SCHEDULE
NOTE 2; NOTE 3; EGRESS
NOTE 2; NOTE 3; EGRESS
NOTE 2; NOTE 3; EGRESS1
1
3
4
GENERAL SHEET NOTES
1. ALL DIMENSIONS ARE TO FACE OF FRAMING.
- TYP. U.N.O.
2. ALL DOORS, DOOR JAMBS, FINISHING GWB, AND
FINISHING PLWD ARE TO BE PAINTED. REFER
TO SPEC. AND / OR DETAIL SHEETS A6-1 AND
A6-2 FOR MORE INFORMATION.
3. REFER TO SPEC FOR PRE-FINISHES ON ALL
SIDING, TRIM, ROOFING, SOFFITS, FASCIA,
FLASHING, & LOUVERS.
S INDICATES SHEAR WALL.
SEE STRUCT. FOR LIMITS & ADDITIONAL INFO
STRUCT. DRAWINGS GOVERN.
P PARTIAL HEIGHT WALL
R REFERENCE GA FILE # WP 1076 FOR
COMPLETE 1-HOUR RATED WALL
COMPOSITION. SEE LISTED WALL ASSEMBLY
FOR ADDITIONAL REQUIREMENTS RELATED
TO FASTENERS, JOINT LAYOUT, LISTED
PROPRIETARY PRODUCTS, AND OTHER
INFORMATION NOT INCLUDED HERE.
TYPE 1: 6" EXTERIOR WALL
- CMU VENEER BASE W/ MTL.
SIDING ABOVE
- 1 1/2" RIGID INSUL. W. INTEGRAL
WATER BARRIER
- 1/2" PLWD SHEATHING PER STRUCT.
- R-19 BATT INSUL.
- 6" MTL. STUDS PER STRUCT.
- VAPOR BARRIER
- SHEATHING MATERIAL / FINISH PER
FINISH SCHEDULE
TYPE 2*: 3" 1-HOUR RATED INTERIOR WALL
- SHEATHING MATERIAL / FINISH PER
FINISH SCHEDULE
- 5/8" GWB TYPE X
- 3" MTL. STUDS PER STRUCT.
- 5/8" GWB TYPE X
- SHEATHING MATERIAL / FINISH PER
FINISH SCHEDULE
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ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:
OF:
D-18740
CONTROL HOUSE
A3-1 Building Elevations & Sections
TALBOT SUBSTATION
31
VARIES
LAWHEAD
ARCHITECTS
P.S.
12342 NORTHUP WAY
BELLEVUE, WA 98005
(425) 556-1220 -P(425) 556-1228 -F
AA BB
1'-4"1'
1'-4"
1'1'VERTICAL METAL
SIDING – PRE-FINISHED;
SEE SPEC.
CMU VENEER
– SEAL; SEE SPEC.
CONTROL JOINT (C.J.)
– TYP.
124 12 4
PROVIDE BLOCKING &
ADDITIONAL FURRING AS
NEEDED FOR BARD UNITS
PER MANUFACTURER'S
REQ.'S. ALL LUMBER TO BE
PRESSURE TREATED.
- TYP.
ALIGN TYP. SECURITY CAMERA
BLOCK-OUTS PER 4/A6-2.
COORD. POWER W/ OWNER.
C.J.C.J.4'-2"5
A3-1
7
A3-1
FINISH GRADE
CL
1221
11'-4"
CMU VENEER – SEAL; SEE SPEC.
VERTICAL METAL SIDING
– PRE-FINISHED; SEE SPEC.
MECH. VENT, SEE SPEC.'S.
METAL RIDGE CAP
– PRE-FINISHED; SEE SPEC.
PL. HT.
11'-0"
±19'-4" MAX
STANDING SEAM METAL ROOFING
– PRE-FINISHED; SEE SPEC.
(LOUVER HEAD) 10'-2"
PROVIDE SIGN ON DOOR TO
BATTERY ROOM IN ACCORDANCE
W/ IFC 608.7.1FINISH GRADE
A.F.F.
C.J.
D.S.
A
6
A3-1 BB AA
PL. HT.
11'-0"
±19'-4" MAX
VERTICAL MTL. SIDING
– PRE-FINISHED; SEE SPEC.
CMU VENEER
– SEAL; SEE SPEC.
COMM. & SECURITY VAULT
12 4
LIGHT FIXTURE
OVER DOOR.
SEE 2/A6-2.
124
A.F.F.
5
A3-1
7
A3-1
FINISH GRADE
11 22
VERTICAL METAL SIDING
– PRE-FINISHED; SEE SPEC.
CMU VENEER
– SEAL; SEE SPEC.
STANDING SEAM MTL
ROOFING
– PRE-FINISHED; SEE SPEC.
METAL RIDGE CAP
– PRE-FINISHED; SEE SPEC.
TYP. SECURITY CAMERA
BLOCK-OUTS PER 4/A6-2.
COORD. POWER W/ OWNER.
(SEC. BLOCK OUT) 10'-0"
TYP.
C.J.C.J.D.S.
6
A3-1
FINISH GRADE
TYPE 1: INTERIOR STUD WALL
5/8" PLWD*, PAINT
6" METAL STUDS PER STRUCT.
5/8" PLWD*, PAINT
TYPE 2: EXTERIOR STUD WALL
CMU VENEER BASE W/ METAL SIDING ABOVE 1 1/2" RIGID INSUL. W/INTEGRAL WATER BARRIER
1/2" PLWD SHEATHING PER STRUCT.
R-19 BATT INSUL.
8" METAL STUDS PER STRUCT.
5/8" PLWD*, PAINT
* AT 1-HOUR RATED WALLS PROVIDE 5/8" TYPE X GWBBETWEEN STUDS AND 5/8" PLWD FINISH
LEGEND
C.J. CONTROL JOINT
A.F.F. ABOVE FINISHED FLOOR
PL. HT. PLATE HEIGHT
VERTICAL METAL SIDING
CMU - SMOOTH FACE
CMU - SPLIT FACE
A B4
A6-1
CABLE TRAY; SEE
STRUCTURAL FOR
SEISMIC BRACING
CONTROL RACKS
12
4
SAFETY SWITCH
BATTERY CHARGER
DC PANEL #2
CH AC PANEL
AC MDP
MDP SKIRT
12
4
1
A4-1
2
A4-1
7'-11"5
A3-1
7
A3-112
CABLE TRAY; SEE
STRUCTURAL FOR
SEISMIC BRACING
PL. HT.
11'-0"
DC
PANEL
#1
A.F.F.
BARD AC UNIT
5
A4-1
6
A3-1
4 WEST ELEVATION 1/8" = 1'-0"
1 NORTH ELEVATION 1/8" = 1'-0"2 EAST ELEVATION 1/8" = 1'-0"
3 SOUTH ELEVATION 1/8" = 1'-0"
6 N / S SECTION 1/8" = 1'-0"5 E / W 1/8" = 1'-0"
5
GENERAL SHEET NOTES
1. ALL DIMENSIONS ARE TO FACE OF FRAMING. -
TYP. U.N.O.
2. ALL DOORS, DOOR JAMBS, FINISHING GWB, AND
FINISHING PLWD ARE TO BE PAINTED.
REFER TO SPEC. AND / OR DETAIL SHEETS
A6-1 AND A6-2 FOR MORE INFORMATION.
3. REFER TO SPEC FOR PRE-FINISHES ON ALL
SIDING, TRIM, ROOFING, SOFFITS, FASCIA,
FLASHING, & LOUVERS.
HOUSE
3 21 16 0
PERMIT SET
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ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:
OF:
D-18740
CONTROL HOUSE
A4-1 Wall Sections
TALBOT SUBSTATION
31
VARIES
LAWHEAD
ARCHITECTS
P.S.
12342 NORTHUP WAY
BELLEVUE, WA 98005
(425) 556-1220 -P(425) 556-1228 -F
1
3
A6-2
1
A6-2
9
A6-1
3'-8"FINISH GRADE
R-10 SLAB INSUL.
- SLAB PER STRUCT;
- VAPOR BARRIER;
- 4" COURSE,
FREE DRAINING GRAVEL;
- STRUCT FILL PER
GEOTECH REPORT
FOOTING PER STRUCT.
- METAL SIDING;
•PRE-FINISHED; SEE SPEC.
- 1 1/2" R-10 RIGID INSUL. W/
INTEGRAL WATER BARRIER;
- 1/2" PLWD SHEATHING PER
STRUCT;
- R-19 BATT INSUL.;
- 6" MTL. STUDS PER STRUCT;
- VAPOR BARRIER;
- 5/8" PLWD;
•PAINT; SEE SPEC.
- CMU VENEER;
•SEAL; SEE SPEC.
- 1 1/2" AIRSPACE;
- 1 1/2" RIGID INSUL. W/INTEGRAL
WATER BARRIER;
- 1/2" PLWD SHEATHING PER
STRUCT;
- R-19 BATT INSUL;
- 6" MTL STUDS PER STRUCT;
- VAPOR BARRIER;
- 5/8" PLWD;
•PAINT; SEE SPEC.
- METAL ROOFING;
•PRE-FINISHED; SEE SPEC.
- SELF-ADH. ICE & WATER SHIELD;
- 6" R-30 RIGID INSUL.;
- 5/8" PLWD SHEATHING PER STRUCT;
•PAINT; SEE SPEC.
- MTL. TRUSSES PER STRUCT - PAINT
11'-0"
PL. HT.
COMPACTED SUBGRADE
A.F.F.
10'-0"
TOP OF BARD UNIT
A
10
A6-1
3
A6-2
5
A6-1
1
A6-2
6"3'-8"4"1'-6"
11'-0"
PL. HT.
MIN
CONT. FOOTING DRAIN; WRAP
WITH FILTER FABRIC; DRAIN
PIPE PERFORATED OR
SLOTTED RIGID PVC PIPE
LAYED W/ PERFORATIONS OR
SLOTS FACING DOWN; TIGHT
JOINTED; W/ POSITIVE
GRADIENT, 4" MIN. DIA., TYP @
BUILDING PERIMETER, DO NOT
USE FLEXIBLE CORRUGATED
PLASTIC PIPE, DRAINAGE TO
POSITIVE PERMANENT
DISCHARGE
GRANULAR FILL FOR WALLS AND
DRAINS
GEOTEXTILE FILTER
FABRIC
R-10 SLAB INSUL.
FINISH GRADE
- METAL SIDING;
•PRE-FINISHED; SEE SPEC.
- 1 1/2" R-10 RIGID INSUL. W/
INTEGRAL WATER BARRIER;
- 1/2" PLWD SHEATHING PER
STRUCT;
- R-19 BATT INSUL.;
- 6" MTL. STUDS PER STRUCT;
- VAPOR BARRIER;
- 5/8" TYPE X GWB;
- 5/8" PLWD
•PAINT; SEE SPEC.
MIN MIN- SLAB PER STRUCT;
- VAPOR BARRIER;
- 4" COURSE,
FREE DRAINING GRAVEL;
- STRUCT FILL PER GEOTECH
REPORT
COMPACTED SUBGRADE
FOOTING PER STRUCT.
ROOF PROFILE:
- METAL ROOFING;
•PRE-FINISHED; SEE SPEC.
- SELF-ADH. ICE & WATER
SHIELD;
- 6" R-30 RIGID INSUL.;
- 5/8" PLWD SHEATHING PER
STRUCT;
- MTL. TRUSSES PER STRUCT
•PAINT;
1-HR RATED CEILING:
(GA. FILE NO FC4490)
- 1/2" PLYWOOD;
- 6" MTL. JOISTS;
- (2) LAYERS OF 5/8" TYPE X GWB
•PAINT; SEE SPEC.
A.F.F.
- SLAB PER STRUCT;
- VAPOR BARRIER;
- 4" COURSE,
FREE DRAINING GRAVEL;
- STRUCT FILL PER
GEOTECH REPORT
1-HR RATED WALL:
(GA. FILE NO. WP1076)
- 1/2" PLWD;
•PAINT; SEE SPEC.
- 5/8" TYPE X GWB;
- 3" MTL. STUDS PER STRUCT;
- R-19 BATT INSUL.;
- 5/8" TYPE X GWB;
- 5/8" PLWD
•PAINT; SEE SPEC.
ROOF PROFILE:
- METAL ROOFING;
•PRE-FINISHED; SEE SPEC.
- SELF-ADH. ICE & WATER SHIELD;
- 6" R-30 RIGID INSUL.;
- 5/8" PLWD SHEATHING PER
STRUCT;
- MTL. TRUSSES PER STRUCT.
•PAINT;
1-HR RATED CEILING:
(GA. FILE NO FC4490)
- 1/2" PLYWOOD;
- 6" MTL. JOISTS;
- (2) LAYERS OF 5/8" TYPE X GWB
•PAINT; SEE SPEC.
8'-6"
BATTERY ROOM CEILING A.F.F.
9'-1 3/4"
TOP OF FINISH MATERIAL
2
5
A6-3
2"2"- METAL ROOFING;
•PRE-FINISHED; SEE SPEC.
- SELF-ADH. ICE & WATER SHIELD;
- 6" R-30 RIGID INSUL.;
- 5/8" PLWD SHEATHING PER STRUCT;
•PAINT; SEE SPEC.
- MTL. TRUSSES PER STRUCT - PAINT
- METAL SIDING;
•PRE-FINISHED; SEE SPEC.
- 1 1/2" R-10 RIGID INSUL. W/
INTEGRAL WATER BARRIER;
- 1/2" PLWD SHEATHING PER
STRUCT;
- R-19 BATT INSUL.;
- 6" MTL. STUDS PER STRUCT;
- VAPOR BARRIER;
- 5/8" PLWD
•PAINT; SEE SPEC.
COMPACTED SUBGRADE
FOOTING PER STRUCT.
- SLAB PER STRUCT;
- VAPOR BARRIER;
- 4" COURSE,
FREE DRAINING GRAVEL;
- STRUCT FILL PER
GEOTECH REPORT
FINISH GRADE
EXTERIOR PRE-MANUFACTURED
CABLE TRENCH (FOR
REFERENCE ONLY)
INTERIOR CABLE TRENCH
2
1
A6-1
SLAB ON GRADE
R-10 SLAB INSUL.
- SLAB PER STRUCT;
- VAPOR BARRIER;
- 4" COURSE,
FREE DRAINING GRAVEL;
- STRUCT FILL PER
GEOTECH REPORT
COMPACTED SUBGRADE
- METAL SIDING;
•PRE-FINISHED; SEE SPEC.
- 1 1/2" R-10 RIGID INSUL. W/
INTEGRAL WATER BARRIER;
- 1/2" PLWD SHEATHING PER
STRUCT;
- R-19 BATT INSUL.;
- 6" MTL. STUDS PER STRUCT;
- VAPOR BARRIER;
- 5/8" PLWD
•PAINT; SEE SPEC.
- METAL ROOFING;
•PRE-FINISHED; SEE SPEC.
- SELF-ADH. ICE & WATER SHIELD;
- 6" R-30 RIGID INSUL.;
- 5/8" SHEATHING PER STRUCT;
•PAINT; SEE SPEC.
- MTL. TRUSSES PER STRUCT -
PAINT
FOOTING PER STRUCT.
3 WALL SECTION 1/2" = 1'-0"1 WALL SECTION 1/2" = 1'-0"2 WALL SECTION 1/2" = 1'-0"5 WALL SECTION 1/2" = 1'-0"4 WALL SECTION 1/2" = 1'-0"
6
GENERAL SHEET NOTES
1. ALL DIMENSIONS ARE TO FACE OF FRAMING.
- TYP. U.N.O.
2. ALL DOORS, DOOR JAMBS, FINISHING GWB, AND
FINISHING PLWD ARE TO BE PAINTED. REFER TO
SPEC. AND / OR DETAIL SHEETS
A6-1 AND A6-2 FOR MORE INFORMATION.
3. REFER TO SPEC FOR PRE-FINISHES ON ALL
SIDING, TRIM, ROOFING, SOFFITS, FASCIA,
FLASHING, & LOUVERS.
HOUSE
3 21 16 0
PERMIT SET
...
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$FILE$$DATE$$USER$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:
OF:
D-18740
CONTROL HOUSE
A5-1 Interior Elevations
TALBOT SUBSTATION
31
VARIES
LAWHEAD
ARCHITECTS
P.S.
12342 NORTHUP WAY
BELLEVUE, WA 98005
(425) 556-1220 -P(425) 556-1228 -F
PROVIDE SIGN BY DOOR TO
BATTERY ROOM IN ACCORDANCE
W/ IFC 608.7.1
COLD-FORMED STEEL TRUSSES 5/8" A/C PLYWOOD OR
BETTER – PAINT; SEE SPEC.
DC
PANEL
#1
DC
PANEL
#2
DC
PANEL
#3
7'-11"5/8" A/C PLYWOOD OR
BETTER – PAINT;
SEE SPEC.
CONC. CURB - TYP.
F.E.
COLD-FORMED STEEL TRUSSES
TO BE PAINTED - TYP.
CABLE TRAY PER ELEC.;
SEISMIC BRACING PER STRUCT.
5/8" A/C PLYWOOD OR
BETTER – PAINT;
SEE SPEC.
AC MDP
RELAY AC PANEL
CONTROL RACKS
MTL SKIRT
COLD-FORMED STEEL TRUSSES CABLE TRAY PER ELEC.;
SEISMIC BRACING PER STRUCT.
CONC. CURB
- TYP.
5/8" A/C PLYWOOD OR BETTER
– PAINT; SEE SPEC.
CONC. CURB -TYP.
COLD-FORMED STEEL TRUSSES
BATTERY STG RACKS
F.O.I.O.
CONC. CURB
- TYP.CONC. CURB TYP.
1 100 N CONTROL 1/4" = 1'-0"
4 100 W CONTROL 1/4" = 1'-0"
2 100 E CONTROL 1/4" = 1'-0"
3 100 S CONTROL 1/4" = 1'-0"
5 101 N BATT.1/4" = 1'-0"8 101 W BATT.1/4" = 1'-0"6 101 E BATT.1/4" = 1'-0"7 101 S BATT.1/4" = 1'-0"
5/8" A/C PLYWOOD OR BETTER – PAINT; SEE SPEC.
NOTE: PROVIDE FIRE BARRIER CAULK
@ FIRE WALL PENETRATIONS.
7
GENERAL SHEET NOTES
1. ALL DIMENSIONS ARE TO FACE OF FRAMING.
- TYP. U.N.O.
2. ALL DOORS, DOOR JAMBS, FINISHING GWB, AND
FINISHING PLWD ARE TO BE PAINTED. REFER TO
SPEC. AND / OR DETAIL SHEETS A6-1 AND A6-2
FOR MORE INFORMATION.
HOUSE
3 21 16 0
PERMIT SET
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DEPARTMENT
$FILE$$DATE$$USER$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:
OF:
D-18740
CONTROL HOUSE
A6-1 Details
TALBOT SUBSTATION
31
VARIES
LAWHEAD
ARCHITECTS
P.S.
12342 NORTHUP WAY
BELLEVUE, WA 98005
(425) 556-1220 -P(425) 556-1228 -F
STUDS / HEADER
PER STRUCT.
HOLLOW MTL. FRAME,
– PAINT; SEE SPEC.
CONT. CAULK, TYP.
5/8" PLWD
– PAINT; SEE SPEC.
5/8" GWB TYPE X2"4" HOLLOW MTL. DOOR HEAD
– PAINT; SEE SPEC.
CAULK
MTL. SIDING
– PRE-FINISHED; SEE SPEC.
METAL FLASHING W/ HEM,
SLOPE TO DRAIN
– PRE-FINISHED; SEE
SPEC.
WEATHERMATE™ FLASHING,
- TYP. @ EXT. CONDITION
WEATHERMATE™ FLASHING
1 1/2" RIGID INSUL W/
INTEGRAL WATER
RESISTIVE BARRIER
1/2"1/4"DOOR AS SCHEDULED
– PAINT; SEE SPEC.
CONC. SLAB
FLOOR COVERING
AS SCHEDULED
EDGE TRIM/
THRESHOLD
NOTE: HEIGHT DIFFERENCE
BETWEEN CONC. SLABS NOT
TO EXCEED 1/4", TYP.
NOTE: SLOPE
NOT TO
EXCEED 1:2
EXPANSION MATERIAL
HOLLOW MTL. FRAME,
– PAINT; SEE SPEC.
CONT. CAULK
CMU VENEER CUT FROM
FULL 8x16 BLOCK,
NOTE: @ SPLIT-FACE -
TWO SIDES SPLIT, TYP.
– SEAL; SEE SPEC.
WEATHERMATE FLASHING,
- TYP. @ EXT. CONDITION
CONT. BACKER ROD &
MATCHING COLOR
SANDED SEALANT
1/2" PLWD SHEATHING
PER STRUCT.
1 1/2" RIGID INSUL W/
INTEGRAL WATER
RESISTIVE BARRIER
GROUND FACE @ H.M.
JAMBS
METAL SIDING
– PRE-FINISHED; SEE
SPEC.
LOUVER WITH SCREEN;
– PRE-FINISHED; SEE
SPEC.
L 1/8" X 1.5" X 1.5" CONT.,
– PAINT, TYP.; SEE
SPEC.
CONTINUOUS SEALANT
TRIM W/ DRIP EDGE
– PRE-FINISHED; SEE
SPEC.
CONTINUOUS SEALANT
R-19 BATT INSULATION
LT. GA. MTL. FRAMING
1/2" PLWD SHEATHING
PER STRUCT.
1 1/2" RIGID INSUL W/
INTEGRAL WATER
RESISTIVE BARRIER
WEATHERMATE FLASHING
5/8" GWB TYPE X
5/8" PLWD
– PAINT; SEE SPEC.
METAL SIDING
– PRE-FINISHED; SEE
SPEC.
CONTINUOUS
SEALANT
J TRIM – PRE-FINISHED;
SEE SPEC.
L 1/8" X 1.5" X 1.5" CONT.
– PAINT; SEE SPEC.
LOUVER WITH SCREEN
– PRE-FINISHED; SEE SPEC.
2 "±
7
1
/
2
"6
3
/
4
"3"4"
METAL SOFFIT PANELS
– PRE-FINISHED; SEE SPEC.
STANDING SEAM MTL. ROOF
– PRE-FINISHED; SEE SPEC.
6" RIGID INSULATION
5/8" PLWD SHEATHING
PER STRUCT.
LT. GA. FRAMING/BLKG
METAL FASCIA, W/ DRIP
– PRE-FINISHED; SEE SPEC.
J-TRIM – PRE-FINISHED; SEE SPEC.
MODIFY PANEL TO HOOK
AROUND CLEAT ALLOW
MIN. 1" EXP. & CONTR.
RETURN END FLAP INTO
SEAM AND RIVET. CAULK
END OF SEAM, TYPICAL
CONT. CLEAT APPLY CONT.
GUNNABLE GRADE CAULK
@ 12" O.C. NOT MORE THAN
2" UPHILL FROM EAVE
CLIP
CLIP
ICE & WATER
SHIELD
MATCH EAVE FACIA, F.V.
– PRE-FINISHED; SEE SPEC.
METAL FASCIA, W/ DRIP
– PRE-FINISHED; SEE SPEC.
VERIFY W/ TRUSS CHORD DEPTH
2"
METAL SOFFIT PANELS
– PRE-FINISHED; SEE
SPEC.
STANDING SEAM
MTL. ROOF
– PRE-FINISHED; SEE
SPEC.
6" RIGID INSULATION
5/8" PLWD SHEATHING
PER STRUCT.
LT. GA. FRAMING/BLKG
METAL FASCIA, W/ DRIP
J-TRIM – PRE-FINISHED;
SEE SPEC.
CLIP
J TRIM W. 2" REVEAL, TYP.
– PRE-FINISHED; SEE
SPEC.
METAL SIDING
– PRE-FINISHED; SEE
SPEC.
MATCH EAVE FACIA, F.V.
BACKER ROD & SEALANT
MATCH STANDING SEAM
FOAM CLOSURE, APPLIED
W/ ADHESIVE, TYP.
OUTLOOKER PER STRUCT
METAL FASCIA, W/ DRIP
MATCH EAVE FACIA, F.V.
NOTE: RAKE TO MATCH EAVE DEPTH ±7 3/4"6 3/4"2 1/4"STANDING SEAM
MTL. ROOF – PRE-FINISHED;
SEE SPEC.
MTL. SIDING
– PRE-FINISHED; SEE SPEC.
J-TRIM, W/ 2" REVEAL, TYP.
– PRE-FINISHED; SEE SPEC.
SOFFIT PANEL
– PRE-FINISHED; SEE
SPEC.
6" RIGID INSULATION
BACKER ROD & SEALANT,
- TYP.
5/8" PLWD SHEATHING
BLKG AS NEEDED
1 1/2" RIGID INSUL.
SEE STRUCTURAL
FOR FRAMING
RIDGE FLASHING
– PRE-FINISHED; SEE
SPEC.
GUNNABLE GRADE CAULK
TYP.
2 FASTENERS PER
PANEL MIN.
METAL ROOF PANEL
– PRE-FINISHED; SEE
SPEC.
RIVET FLASHING TO
Z-CLOSURE @ 12"
O.C. MAX.
Z-CLOSURE; CUT TO FIT
BETWEEN STANDING
SEAMS; APPLY GUNNABLE
GRADE CAULK BETWEEN
PANEL AND Z-CLOSURE
CLIP
BLOCKING -WOOD OR MTL
ICE & WATER
SHIELD
6" RIGID INSUL
5/8" PLWD
SHEATHING PER
STRUCT.1/2"STANDING SEAM MTL.
ROOFING
– PRE-FINISHED; SEE SPEC.
MTL. STUDS PER STRUCT.
1/2" DEFLECTION GAP.
SEAL W/ FIRE CAULK
5/8" PLWD SHEATHING
PER STRUCT.
6" RIGID INSUL.
DEFLECTION TRACK
FINISHES DIFFER
DEPENDING ON WALL
TYPE. SEE 1/A2-1 AND
WALL TYPE LEGEND ON
A2-1
2"2"METAL SIDING
– PRE-FINISHED; SEE SPEC.
J-TRIM
– PRE-FINISHED; SEE SPEC.
CORNER TRIM
– PRE-FINISHED; SEE SPEC.
1 1/2" RIGID INSUL W/
INTEGRAL WATER
RESISTIVE BARRIER
1/2" PLWD SHEATHING
PER STRUCT.
WEATHERMATE™ FLASHING
L 1/8" X 1.5" X 1.5"
CONT.
– PAINT; SEE SPEC.
LOUVER W/SCREEN
CONT. SEALANT
CONTINUOUS BACK-
ER ROD &SEALANT
LT. GA. MTL.
FRAMING
1 1/2" RIGID INSUL W/
INTEGRAL WATER
RESISTIVE BARRIER
1/2" PLWD SHEATHING
PER STRUCT.
WEATHERMATE™
FLASHING
5/8" GWB TYPE X
5/8" PLWD – PAINT;
SEE SPEC.
7 INT. DOOR HEAD 3" = 1'-0"
1 EXT. DOOR HEAD 3" = 1'-0"
11 EXT. DOOR THRESHOLD 6" = 1'-0"
6 EXT. DOOR JAMB @ CMU 3" = 1'-0"
3 LOUVER HEAD 3" = 1'-0"
8 LOUVER JAMB 3" = 1'-0"10 FASCIA @ EAVE 1 1/2"= 1'-0"9 FASCIA/SOFFIT @ RAKE 1 1/2"= 1'-0"
5 WALL @ EAVE SOFFIT 1 1/2"= 1'-0"4 METAL ROOF @ RIDGE 3" = 1'-0"2 INT. WALL @ ROOF TYP.1 1/2"= 1'-0"
12 MTL SIDING @ CORNER 3" = 1'-0"13 LOUVER SILL 3" = 1'-0"
8
GENERAL SHEET NOTES
1. ALL DIMENSIONS ARE TO FACE OF FRAMING.
- TYP. U.N.O.
2. ALL DOORS, DOOR JAMBS, FINISHING GWB, AND
FINISHING PLWD ARE TO BE PAINTED. REFER TO
SPEC. AND / OR DETAIL SHEETS A6-1 AND A6-2
FOR MORE INFORMATION.
3. REFER TO SPEC FOR PRE-FINISHES ON ALL
SIDING, TRIM, ROOFING, SOFFITS, FASCIA,
FLASHING, & LOUVERS.
HOUSE
3 21 16 0
PERMIT SET
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REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:
OF:
D-18740
CONTROL HOUSE
A6-2 Details
TALBOT SUBSTATION
31
VARIES
LAWHEAD
ARCHITECTS
P.S.
12342 NORTHUP WAY
BELLEVUE, WA 98005
(425) 556-1220 -P(425) 556-1228 -F
1 1/2"
MTL. SIDING
– PRE-FINISHED; SEE SPEC.
4" CMU VENEER
– SEAL; SEE SPEC.
1/2" PLWD SHEATHING
PER STRUCT.
3'-8" A.F.F.
METAL FLASHING W/ HEM, SLOPE TO
DRAIN – PRE-FINISHED; SEE SPEC.
1 1/2" RIGID INSUL.
CONTINUOUS BACKER
ROD &SEALANT
SLOPED CMU SILL CAP
– SEAL; SEE SPEC.
1"
1'-0"
1"1'-0"1'-0"1"1/2"1'-2"1"1/2"1"1/2"
1'-0"
24GA. SHEET MTL.,
EXTEND UNDER TRIM 1/2"
MIN., MATCH TRIM COLOR
CENTER DEVICE IN
RECESS, IF DEVICE IS
LARGER THAN RECESS,
VERIFY W/ ARCHITECT.
PROVIDE PENETRATION
FLASHING PER FLASHING
MANUF. RECOMMENDATION
@ J-TRIM, TYP. (NOT
SHOWN FOR CLARITY)
J TRIM W/ 1/2" MODIFIED
LEADING EDGE, EXTEND
1" MIN. @ WALL AND
FOLD ENDS DOWN 1" MIN.
TRIM & BACK PLATE (EXPLODED):
TRIM & BACK PLATE (ASSEMBLED):
COVER TRIM:
TRIM ASSEMBLED:
OVERLAP VERT. J-TRIM
CONT. SEALANT BETWEEN
TRIM AND WALL, TYP.
HEM EDGES, TYP.
CUT AND BEND TRIM
INWARDS FULL DEPTH OF
RECESS AFTER HEMMING
EDGE, TYP.
HEM EDGES, TYP.
RIVET COVER TO J-TRIM,
COLOR MATCH TO TRIM,
TYP.
NOTE:
METAL SIDING NOT SHOWN
FOR CLARITY, PROVIDE
FOAM CLOSURES, MAKE
HOLE IN SIDING SMALL AS
POSSIBLE
INSTALL FRONT TRIM PIECE
AFTER SIDING INSTAL.
ALIGN
ALIGN
NOTE:
TYP. RECESS IS 12"X12", IF
DEVICE REQUIRES A
LARGER AREA VERIFY W/
ARCHITECT FOR NEW SIZE.
FABRICATE COVER TRIM
FROM ONE PIECE OF FLAT
STOCK
CAULK INSIDE CORNERS,
MATCH TRIM COLOR, TYP.U.N.O.U.N.O.
U.N.O.U.N.O.U.N.O.
X
1 1/2"
FOOTING, REINF. &
ANCHORS PER
STRUCT.
2" RIGID INSUL.
R-10 TYP.
THRU WALL FLASHING, TYP.
3/16 " WEEP HOLES @ 24"
O.C., TYP.
AIR SPACE, TYP.
WEATHERMATE™ FLASHING
1/2" FELT STRIP
1 1/2" RIGID INSUL W/ INTEGRAL
WATER RESISTIVE BARRIER
1/2" PLWD SHEATHING
PER STRUCT.
R-19 BATT INSUL.
FINISH GRADE
BATTERY
ROOM
EXTERIOR
FACE
7 1/2"6"
1'-2"7 1/4"METAL SHROUD TO
COVER FRAMED BUMP-
OUT, WELDED SEAMS,
COLOR TO MATCH SIDING
MTL. SIDING
– PRE-FINISHED; SEE SPEC.
LIGHT FIXTURE PER
ELECT.
9'-0" A.F.F.
CONT. CAULK, TYP.
METAL FLASHING ASSEMBLY W/
HEM, SEE TYP. MTL TRIM
DETAIL
– PRE-FINISHED; SEE SPEC.
MTL SHROUD, WELD SEAMS,
F.V. DEPTH
– PRE-FINISHED; SEE SPEC.
WEATHERMATE™ FLASHING,
WRAP ENTIRE BUMP-OUT
1 1/2" RIGID INSUL W/
INTEGRAL WATER
RESISTIVE BARRIER
F.V.F.V.LIGHT FIXTURE PER
ELECT.
FRONT ELEVATION
3 CMU TO MTL SIDING 1 1/2"= 1'-0"4 TYP. MTL TRIM @ WALL 1 1/2"= 1'-0"
1 WALL BASE @ CMU 1 1/2"= 1'-0"2 SUPPORT @ LIGHT 1 1/2"= 1'-0"
9
GENERAL SHEET NOTES
1. ALL DIMENSIONS ARE TO FACE OF FRAMING.
- TYP. U.N.O.
2. ALL DOORS, DOOR JAMBS, FINISHING GWB, AND
FINISHING PLWD ARE TO BE PAINTED. REFER TO
SPEC. AND / OR DETAIL SHEETS A6-1 AND A6-2
FOR MORE INFORMATION.
3. REFER TO SPEC FOR PRE-FINISHES ON ALL
SIDING, TRIM, ROOFING, SOFFITS, FASCIA,
FLASHING, & LOUVERS.
HOUSE
3 21 16 0
PERMIT SET
...
CLR
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$FILE$$DATE$$USER$CODE:
ENGINEER
REVIEWED
REVISION DESCRIPTION:
CAD
APPROVED
WO NUMBER:
OF:
D-18740
CONTROL HOUSE
A6-3 Trench Details & Trench Plans
TALBOT SUBSTATION
31
VARIES
LAWHEAD
ARCHITECTS
P.S.
12342 NORTHUP WAY
BELLEVUE, WA 98005
(425) 556-1220 -P(425) 556-1228 -F1 3/4"2"1'-1 1/2"
6"7 1/2"
EXT. CABLE TRENCH (OLDCASTLE, F.O.I.O.)
EXPOSED FACE OF FOUNDATION
WALL
2
GRIDLINE TO EXT. FACE OF
CURB / EXT. FACE OF STUD. - TYP.
CMU
AIR SPACE
MTL. STUDS
CONTROL HOUSE F.F.E. @ 438.90'
SEE CIVIL FOR SUBSTATION FINISH GRADE
INT. CABLE TRENCH
INSUL / SHEATHING
VARIES, SEE STRUCT.8 1/2"1'-0"10"1'-1 3/4"1'-4 1/4"2"6"1'-1 1/2"3 1/2"
7 1/2"5'-6 1/2"13'-4"
2'-0"8 1/2"8 1/2"2'-0"
5
A6-3
EXT. CABLE TRENCH (OLDCASTLE, F.O.I.O.)
CONTROL HOUSE F.F.E. @ 438.90'
SEE CIVIL FOR SUBSTATION FINISH GRADE
B
CONCRETE LEDGER FOR CABLE TRENCH
EXTERIOR CABLE TRENCHES (OLDCASTLE)
REFER TO B/S3-2 FOR MORE INFO
WINDOW OPENING IN FOUNDATION
5'-6 1/2"13'-4"
6'-0"13'-4"
2'-0"2'-0"
FOOTING BELOWB
2
INT. CABLE TRENCHES
EXT. CABLE TRENCHES (OLDCASTLE)
REFER TO B/S3-2 FOR MORE INFO
REFER TO D/S3-2 FOR MORE INFO
CURB / STUD WALL
7 1/2"
2'-0"1'-8 1/2"2'-0"
B
INT. CABLE TRENCHES
1'-8 1/2"REFER TO D/S3-2 FOR MORE INFO
5'-10 1/2"13'-4"2'-0"
(15)1/4"x2'-0"x2'-3"
GALV. COVER PL.
SEE D/S3-2 & SPEC.
FOR MORE INFO.
B
1
A
2
TO TRENCH COVER
TO TRENCH COVER
(2)1/4"x1'-6 3/4"x3'-0"
GALV. COVER PL.
SEE J/S3-3 & SPEC. FOR
MORE INFO.
(1)1/4"x2'-2"x1'-9 1/2" GALV.
COVER PL. SEE K/S3-3 & SPEC.
FOR MORE INFO.
BATT.
101
CONTROL
100
5 CABLE TRENCH SECTION 1" = 1'-0"4 EXTERIOR CABLE TRENCH SECTION 1" = 1'-0"
3 CABLE TRENCH PLAN 1" = 1'-0"
2 INTERIOR CABLE TRENCH SECTION 1" = 1'-0"
1 TRENCH COVER PLAN 1/8" = 1'-0"
10