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DATE BY DESCRIPTION APP. TAX MAP 17-03-26-34
REVISIONS CHECKED DAToB-04-2i TAX LOT 6200
SITE PLAN AND GRADING PLAN FOR
HAMLIN SCHOOL
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VEF
v FENCING
SOUTH ELEVATION
3 01 SCALE: 1/4"= 1'-0"
2 EAST ELEVATION
3 0 SCALE: 1/4"= 1'-0"
3 WEST ELEVATION
3 0 SCALE: 1/4"= 1'-0"
a NORTH ELEVATION
3 0 SCALE: 1/4" = 1'-0"
PRELIMINARY
NOT FOR CONSTRUCTION
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SHEET TITLE
EXTERIOR ELEVATIONS
SHEET NUMBER
A3.01
FASTENING SCHEDULE*
NOTE: TABLE PROVIDED FOR COMMONLY USED CONNECTIONS, FOR COMPLETE
TABLE REFER TO OSSC-2019. CONNECTIONS CALLED OUT IN PLAN DETAILS,
SUPERCEDED THOSE LISTED HERE
2 CEILNG JOIST TO TOP PLATE
3. CEILING JOIST NOT ATTACHED TO
PARALLEL RAFTER, LAPS OVER
PARTITION
4. CEILING JOIST ATTACHED TO
6. RAFTER OR TRUSS TO TOP PLATE
8. STUD TO STUD
(NOT AT BRACED WALL PANEL)
9. STUD TO STUD AT WALL CORNERS
& BRACED WALL PANELS
10. BUILT UP HEADER (2u TO 2u)
11. CONTINUOUS HEADER TO STUD
12. TOP PLATE TO TOP PLATE
13. TOP PLATE TO TOP PLATE@ ENDS
14. BOTTOM PLATE TO JOIST, RM JOIST
OR BLOCKING (NOT BRACED PANELS)
15. BOTTOM PLATE TO JOIST, RM JOIST
AT BRACED WALL PANELS
17. TOP/BOTTOM PLATE TO STUD
18. TOP PLATES, LAPS @ CORNERS & INT.
22. JOIST TO SILL, TOP PLATE, OR GIRDER
28. LEDGER STRIP SUPPORT14G JOISTS
TYPE OF FASTENER SPACING & LOCATION
3-8d (21/2'k0.131") EA. JOIST, TOENAIL
3-16d(31/2'k0.162") FACE NAIL
PER TABLE 2308.7.3.1
FACE NAIL
3-10d(T- 0.148")
TOENAIL (b)
16d(31/nO.16T')
24"o.c. FACE NAIL
16d(3 VnO.167)
16"o.c. FACE NAIL
16d (31/Tk0.16T')
16"o.c. EA EDGE
FACE NAIL
12"
4-8d(21/Tk0.131")
TOENAIL
16d(31/nO.16T')
16"o.c. FACE NAIL
8-16d (31/nO.16T')
EA. SIDE OF END
4"
JOINT, FACE NAIL
-1/2" & LESS (ROOF)
(2W' M14 LAP)
16d(31/nO.16T')
12"o.c. FACE NAIL
2-16d(31/nO.16T')
16"o.c. FACE NAIL
2-16d (31/nO.16T')
END NAIL
2-16d(3 VnO.162")
FACE NAIL
3-M(21/Tk0.131")
TOENAIL
3-16d(3 VnO.167)
EA. JOIST OR
RAFTER, FACE NAIL
BUILDING ELEMENT QTY & TYPE OF FASTENER EDGE INTERMEDIATE
SUB -FLOOR, ROOF & WALL
SHEET
NO.
THIS STRUCTURE MEETS CONSTRUCTION REQUIREMENTS
OF 2919 OSSC (IBC 2018)
SHEATHING TO FRAMING
INSIGNIAS.
4C
DESIGN
-1/2" & LESS (SUBFLOOR/WALL)Bd
COMMON OR
6"
12"
ROOF LIVE:
DEFORMED (2'k0.113")
BUILDNG USE: PRESS BOX
PONDING'
N/A
1 3/4"-16ga W/ 7/16" CROWN
4"
8"
-1/2" & LESS (ROOF)
8d BOX OR DEFORMED
6"
12"
PRESS BOX
(21/2'Sc0.113")
(AREA / FLOOR AREA PER PERSON)
N/A:
N/A
1 3/4"-16ga W/ 7/16" CROWN
4"
8"
-19/32"TO 3/4"
8d COMMON (21/2'k0.131")
6"
12"
CONCENTRATED:
6d DEFORMED (2N0.113')
N/A: - /
-7/8"TO 11/4"
10d COMMON (3N0.148-)
6"
12"
8d DEFORMED (21/2'Sc0.131")
B
PANEL SIDING
-1/2" & LESS
6d CORROSION RES. SIDING
6"
12"
(1 7/8'Sc0.106")
-518..
8d CORROSION RES SIDING
6"
12"
(2 3/8'Sc0.128")
PANELING
4d CASING (1 VZW.080') OR
6"
12"
FINISH (1 12'k0.072')
MISC.
ALUMINUM DRIP RAIL, OR DRIP EDGE #&3/4" HEX HEAD SCREWS @ 412"O.C.
STEEL GALVANIZED ROOFING PER MANUFACTURES INSTRUCTIONS
MEMBRANE ROOFING PER MANUFACTURES INSTRUCTIONS
a. EXERPTS FROM OSSC2019 TABLE 2304.10.1 (NOTE: NOT ALL ITEMS AND
FASTENERS ARE USED ON ALL JOBS.) REFER TO FULL TABLE FOR
MORE OPTIONS
b. \AHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING
JOIST IN ACCORDANCE WITHTHIS SCHEDULE, THE NUMBER OF
TOENAILS N THE RAFTERS SHALL BE PERMITTED TO BE REDUCED BY
ONE NAIL.
BUILDING ENVELOPE
1. ALL INSULATION MATERIALS SHALL BE INSTALLED PER MANUFACTURES
INSTRUCTIONSTO MAINTAIN PROPER DENSITIES, MAINTAIN CLEARANCES, AND
OBTAIN FULL R -VALUES
2. EXTERIOR WALL CAVITIES SHALL BE FULLY INSULATED TO THE LEVELS OFTHE
SURROUNDING WALLS
3. VAPOR RETARDER SHALL BE INSTALLED ON THE WARM SIDE (IN WINTER) OF
INSULATION ROOF/CEILING VAPOR BARRIER MAY BE OMITTED WHEN ALL
INSULATION IS INSTALLED BETWEEN ROOF MEMBRANE AND ROOF DECKING
4. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN
WALLS AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED
5. BUILDING EQUIPPED WITH ELECTRICAL WALL HEATERS
THIS DRAWNG AND ALL INFORMATION
CONTAINED HEREON IS THE PROPERTY
OF \AHITLEY EVERGREEN INC., AND IS
NOT TO BE REPRODUCED WITHOUT THE
EXPRESS PERMISSION OF WHITLEY
EVERGREEN, INC. WHITLEY EVERGREEN
ASSUMES NO RESPONSIBILITY FOR
UNAUTHORIZED USE OF THIS DRAWING.
WE
WHITLEY
EVERGREEN
WHITLEY
EVERGREEN,
14219 SMOKEY PONT BLVD.,
BLDG No. 10
INC, MARYSVILLE, WA 98271
PH. 360.653.5790
MOBILE AND MODULAR BUILD14GS FAX 360.659.7735
WEB:WWW.W HfTLEYMAN.COM
8'X24' MODULAR PRESS BOX
CUSTOMERNAME: BLEACHER'S INTER.
PROJECTNAME: U0AAI InI nnInnI C C(`I
PROJECT DESC.: 8"X24' PRESS BOX
SHEET NAME: COVER SHEET
CODE ANALYSIS
SHEET
NO.
THIS STRUCTURE MEETS CONSTRUCTION REQUIREMENTS
OF 2919 OSSC (IBC 2018)
INTERNATIONAL BUILDING CODE AS AMENDED FOR OREGON STATE GOLD LABEL
INSIGNIAS.
4C
DESIGN
BUILDNG TYPE: VB
DESIGN LOADS
GLAZING PERCENTAGE:
OCCUPANCY GROUP: B
ROOF LIVE:
30psf
BUILDNG USE: PRESS BOX
PONDING'
N/A
BUILDNG AREA: 188 SO. FT.
144 / 530 =
FLOOR LIVE:
NUMBER OF OCCUPANTS (OSSC TABLE 1004.5)
PRESS BOX
100psf
(AREA / FLOOR AREA PER PERSON)
N/A:
N/A
OFFICE: 188 /150 2
N/A:
N/A
N/A: - / - -
N/A:
N/A
N/A: - / - -
CONCENTRATED:
2,000psf
N/A: - /
TOTAL OCCUPANTS' 2
WIND LOAD:
110mph
EXPOSURE:
B
ENERGY CODE:2019 OEESC(ASHRAE 90.12016) SEISMIC DESIGN REQUIREMENTS
COMPLIANCE METHOD: COMP.PERF.
SHEET
NO.
DESIGN
CATEGORY:
D
CLIMATE ZONE:
4C
DESIGN
Sds:
TBD
GLAZING PERCENTAGE:
EA
DESIGN
Ss:
TBD
GLAZING AREA /GROSS WALL
AREA :
144 / 530 =
27.1%
NOTES:
1. REFER TO PLAN AND SECTIONS FOR INSTALLED INSULATION VALUES
SHEETINDEX
SHEET
NO.
SHEET NAME
A.0
COVER SHEET
A.1
FLOOR PLAN
A.2
CROSS SECTION
A.3
EXTERIOR ELEVATIONS
EA
ELECTRICAL PLAN
S.1
FRAMING PLAN
S.2
FRAME DETAILS
SM:
0421-109
No. I DESCRIPTION I DATE I BY
F •
SHEETNo.:
A.0
DATE:
5-5-:
SCALE: 1/4" = V-0'
PLOT STAMP: 5110120213 13 55 PM
THIS DRAWNG AND ALL 14FORMATION
CONTAINED HEREON IS THE PROPERTY
OF WHITLEY EVERGREEN INC., AND IS
NOT TO BE REPRODUCED WITHOUT THE
EXPRESS PERMISSION OF WHITLEY
EVERGREEN, INC. WHITLEY EVERGREEN
ASSUMES NO RESPONSIBILITY FOR
UNAUTHORIZED USE OF THIS DRAWING.
T - d'
3'-73/4"
0'-0l
24'-0"
LOW SIDE OF ROOF SW2
1 314" IN 4"
r
1 0 (2) 1
PRESS BOX a
101 T-7314" r,
SN
n FLOOR PLAN
U 1/2" = 1'_0"
COUNTERS SUPPLIED AND
INSTALLED ON SITE BY OTHERS
111
DOOR SCHEDULE
MARK
Count
DOOR DESCRIPTION
DOOR
ENVELOPE
FRAME
Wall Thk
Frame
Finish
ROUGH OPENING
COMMENTS
WD
HGT
THK.
MATERIAL
— — — — — — — — — — — — —
0
— — — — — O
TYPE
WD
HGT
HIGH SIDE OF ROOF
1
� 12" OVERHANG IN FRONT,
3'-0"
6'-8"
SWi
A.2
6" BACK AND SIDES
N/A
0.37 DEFAULT
WELDED HM PUNCHED&
DIMPLED
81/6
PAINT
3'-41/4"
6'-101/4"
72 SF
2
2
DOOR SCHEDULE
MARK
Count
DOOR DESCRIPTION
DOOR
ENVELOPE
FRAME
Wall Thk
Frame
Finish
ROUGH OPENING
COMMENTS
WD
HGT
THK.
MATERIAL
FINISH
GLAZING
DOOR
U -VALUE
TYPE
WD
HGT
1
2
HINGED SINGLE -FLUSH
3'-0"
6'-8"
0'-13/4"
18 GA INS.
METAL
PAINT
N/A
0.37 DEFAULT
WELDED HM PUNCHED&
DIMPLED
81/6
PAINT
3'-41/4"
6'-101/4"
72 SF
2
2
HINGED SINGLE - FLUSH
3'-0"
6'-8"
0'-13/4"
WOOD-
SOLID CORE
EMBOSSED
N/A
-
WHITE TIMELY
WHITE
3'-11/4"
6'-9"
WINDOW SCHEDULE
TYPE
MARK
QTY.
MFR
MODEL
DESCRIPTION
SIZE
SIZE
SILL
HGT.
HEAD
HEIGHT
ROUGH
OPENING
ROUGH
OPENING
U VALUE
SHGC
WINDOW
AREA
Total
Area
COMMENTS
WD.
HGT.
WD.
HGT.
A
1 3
PRIME
8000
HORIZONTAL SLIDER W
SCREEN
6'-0"
4'-0"
2'-10"
6-10"
I
72"
48"
0.26 NFRC
0.29NFRC
24SF
72 SF
EMBOSSED ALPINE OAK LINER AND
CASING
.rm:=
SS-BBH NRP HINGES
FALCON W511 KEYED ENTRY LEVER
DOOR
FALCON W101 PASSAGE LEVER
RELEASE: PRELIM
SM:
0421-109
DATE:
No. I DESCRIPTION I DATE I BY
PLOT STAMP: 5/10/2021 3:13:56 PM
WHITLEY
14 S PONT BLVD.,
CUSTOMERNAME: BLEACHER'S INTER.
EVERGREEN INC.
BLDDGG o.10
MARYSMLLE 6271
PROJECTNAME: pHAM L I N MIDDLE S C I
HITLEY
PH. 6961535790
PROJECTDESC.: 8"X24' PRESS BOX
fV RG RE EN
MOBILE AND MODULARBUILDNGS
WEB:WWW.7735 YMAN.COM
WEB'V0.6VVWH5
SHEErNAME: FLOOR PLAN
.rm:=
SS-BBH NRP HINGES
FALCON W511 KEYED ENTRY LEVER
DOOR
FALCON W101 PASSAGE LEVER
RELEASE: PRELIM
SM:
0421-109
DATE:
No. I DESCRIPTION I DATE I BY
PLOT STAMP: 5/10/2021 3:13:56 PM
FRAME:
TYPE:
FLOOR:
UNDERCLOSURE:
INSULATION:
RIMS:
JOISTS:
DECKING:
UNDERLAYMENT:
COVERING:
BASE TRIM:
EXTERIOR WALL:
STUDS:
COVERING:
TRIM:
INSULATION:
SHEATHING:
SIDING:
TRIM:
INTERIOR WALL:
STUDS:
COVERING:
TRIM:
INSULATION:
FRAMING:
RIMS:
SLOPE:
CEILING:
CEILING HEIGHT:
INSULATION:
SHEATHING
ROOFING:
OVERHANG:
FASCIA:
VENTING:
GUTTERS/D.S.:
THIS DRAWNG AND ALL 14FORMATION
CONTAINED HEREON IS THE PROPERTY
OF WHITLEY EVERGREEN INC., AND IS
NOT TO BE REPRODUCED WRHOUT THE
EXPRESS PERMISSION OF WHIREY
EVERGREEN, INC. WHIREY EVERGREEN
ASSUMES NO RESPONSIBILITY FOR
UNAUTHORIZED USE OF THIS DRAWING.
PERIMETER STEEL -C8XI1.5 WITH (2) C8XI 1.5 CROSSMEMBERS
30 GAUGE GALVANIZED
R-30 FIBERGLASS - TWO LAYERS OF R - 15
2X8 FEE #2 BOLTED INSIDE STEEL FRAME
2X8 H/F #2 @ 16" O.C. TRANSVERSE
3/4" T & G OSB STURMFLOOR - GLUED AND NAILED TO JOISTS SCREWED
AT PERIMETER TO STEEL FRAME
1/4" SUREPLY
1/8" VINYL COMPOSITION TILE - 50% OFFSET LAYOUT
4" RUBBER BASE
2X6 HE STD GRADE @ 16"O.C. - 8'-6" TALL ON HIGH SIDE
SINGLE MICROLLAM TOP PLATE
5/8" VINYL COVERED GYPSUM WALLBOARD
RELIEF CUT OVER DOORS & OVER/UNDER WINDOWS
VINYL COVERED WOOD BATT CORNER TRIM
R-21 UNFACED WITH VAPOR BARRIER
7/16 OSB OR 1/2" CDX PLYWOOD
26 GAUGE METAL SALES CLASSIC RIB STEEL PANELS OVER HOUSE WRAP
26 GAUGE METAL CORNERS TO MATCH SIDING COLOR
26 GAUGE BASE TRIM
26 GAUGE C -CASING AROUND WINDOWS AND DOORS
2X4 HE STD GRADE @ 16"O.C.
5/8" VINYL COVERED GYPSUM WALLBOARD
RELIEF CUT OVER DOORS & OVER/UNDER WINDOWS
VINYL COVERED WOOD BATT CORNER TRIM
R-1 l FIBERGLASS FULL HEIGHT IN ALL INTERIOR WALLS
2X12 HF2 RAFTERS AT 16" O.C. - DOUBLE RAFTERS AT EACH END
DOUBLE 2X12 HF2
(2) 1/2" X 6-1/2" CARRIAGE BOLTS INSTALLED FROM THE INSIDE OF THE
DOUBLE RIMS FOR SITE SUPPLIED AND INSTALLED RAILING
SHIP LOOSE 4-1/2"X4-1/2"Xl/2" NEOPRENE GASKETS AND ALL 1/2"
NUTS FOR SITE INSTALLATION BY OTHERS
2-1/2" FROM FASCIA TO FASCIA - SLOPE FROM WINDOW SIDE TO BACK
2'X4' SUSPENDED CEILING WITH CORTEGA #769A TILE
T-10 1/2" ABOVE FINISH FLOOR
R -38C UNFACED BATT WITH VAPOR BARRIER
3/4" CDX PLYWOOD
60 MIL DECKSHIELD (OR EQUAL) GLUED TO SUBSTRATE
6" AT ENDS AND BACK- 12" ON WINDOW SIDE
12-1/4" TALL FLAT STOCK WITH I" HEMMED LEG @ 90 DEGREES
PERFORATED HARDISOFFIT AT EACH EAVE
NONE
WE
WHITLEY
EVERGREEN
WHITLEY
EVERGREEN,
14219 SMOKEY PONT BLVD.,
BLDG No. 10
INC, MARYSVILLE, WA 98271
PH. 360.653.5790
MOBILE AND MODULAR BUILD14GS FAX 360.659.7735
W EB: WWW.WH IREYM AN.COM
60 MIL DECKSHIELD (OR EQUP' `
GLUED TO SUBSTRA
3/4" CDX PLYWO�
IMOM IOTA Is] E?
12-1/4" TALL FLAT STOCK WI
1" HEMMED LEG @ 90 DEGRE
DOUBLE 2X12 HF2 RII
2X10 BLO
PERFORATED HARDISOF
AT EACH EA
H2.5 AT EA. RAFT
1.5X5.5" LV L TOP PLA
MS CLASSIC RIB SIDII
7/16 OSB OR 1/2" CDX PLYWO�
DOUBLE 2X6 HEADER
RIGID INS TO INSI
US
n ROOF TO WALL HIGH SIDE
U 1 1/2" = 1'-0"
n ROOF TO WALL LOW SIDE
,e�h FIN. FLOOR
0"
WALL TO FLOOR
1 1/9" = 1'-0"
O
CUSTOMERNAME: BLEACHER'S INTER.
PROJECTNAME: U0AAI InI nnInnI C C(`I
PROJECT DESC.: 8"X24'PRESS BOX
SHEETNAME: CROSS SECTION
3/4" MS CLASSIC RIB
FT WALL TOP n
8' - 6.. V
60 MIL DECKSHIELD (OR
EQUAL) GLUED TO SUBSTRATE
TERMINATION BAR
12-1/4" TALL FLAT STOCK WITH
I" HEMMED LEG @ 90 DEGREES
PERF HARDISOFFIT
H2.5 AT EA. RAFTER
7/16" OSB OR 1/2" CDX
R-21 UNFACED W/ VAPOR BARRIER
ATTACH WALL ASSY TO PERIMETER FRAME
W/ 3/8" BOLTS AT 6' O.C. MAX
5/8" VC GYP
1/8" VINYL COMPOSITION TILE - 50% OFFSET LAYOUT
3/4" T&G UDLX LYWOOD - GLUED AND SCREWED TO JOIST
2X8 H/F #2
R-30 UNFACED - 2 LAYERS OF R-15
BOLT WOODEN PORTION OF FLOOR
ASSY TO FRAME W/ 5/8" BOLTS @ 24"
O.C. STAGGERED TOP TO BOTTOM
LUS 28
UNDER CLOSURE: 30 GAUGE GALVANIZED
FRAME -C8X11.5 PAINTED STEEL AT
PERIMETER W/ (2) C8X11.5 CROSS MEMBERS
CROSS SECTION
3/4" = 1 1-Hil
SITE INSTALLED RAILING
1/2" FLAT WASHER W/ 1/2" NUT
COUNTERSUNK IN 2X12
4 -1/2'X4 -1/2"X1/2" NEOPRENE GASKET
AT ALL BOLT LOCATIONS
1/2'SI I/T CARRIAGE SCREW TYP.
RAIL MOUNTING
3�1 = 1-Hil
SNIP LOOSE 4.1/2"X4.1/2"X1/2" NEOPRENE GASKETS AND
ALL 1/2" NUTS FOR SITE INSTALLATION BY OTHERS
SM:
0421-109
No.
5
A.2
3K WALL TOP n
8'-31/2" V
FIN CEILING
T-101/2"
FIN.FLOOR n
0. _ 0.. V
RIM JOIST BOLT
TO FRAME
DESCRIPTION
F •
SHEETNo.:
A.2
DATE
SB -21 5-5--:
DATE BY I SCALE As indicates
PLOT STAMP: 5110120213 13 57 PM
Ie--IDGTOP _
v 9' - 6 1 /2"
n North Elevation
U 3/8" = 1'_0"
�BLDG TOF
9' -- 6 1 /2"
n East Elevation
12-1/4" TALL FLAT
STOCK WITH 1"
HEMMED LEG @ 90
DEGREES
.ES CLASSIC RIB SIDING
Ci
ATTACHMENT DETAIL
Classic Ribrr Panel
y v
va r
—2'4° 3 Ver'
—36" Coverage
Side Lap Fastener
(for roof only)
Anti -Siphon
Groove
FASTENING PATTERN
Field of Panel
Side Lap Fastener (for roof only)
Panel Fastener
PLP Y T
Ends of Panel
BLDG TOf
v g'_g1/2
Anti -Siphon
Overdriven fasteners will cause panel distortions.
Fasteners should extend 1/2" or more past the inside
face of the support material.
Panel Fastener Thick panels (ex. 18 ga) orsupports (ex. 1/2 steel) may
require predrilling of holes for screws.
Panel Fasteners:
Attaching to Wood:
#10-14 Wood Screw
#10-14 XL Wood Screw
Attaching to Steel:
#12-14 Self Drilling Screw
#12-14 XL Self Drilling Screw
Side Lap Fastener: Spaced 12' on center
1�4-14 x 7I8" Stitch Screw
4"-14 x 7/8" XL Stitch Screw
Trim Fastener:
1/4"-14 x 7/8" Stitch Screw
1/4"-14 x 7/8" XL Stitch Screw
P YtT
Side Lap Fastener (for roof only)
Panel Fastener
T t T T Y T T T T T t T
/G MS A
CLSSIC RIB FASTENING
1" = 1'A
THIS DRAWNG AND ALL 14FORMATION
CONTAINED HEREON IS THE PROPERTY
OF WHITLEY EVERGREEN INC., AND IS
NOT TO BE REPRODUCED WITHOUTTHE
W-EEVERGREEN
W H I TL EY
INC.
BLDG S OKo.10 PONT BLVD.,
BLDG MLLE
MARYSVILLE, WA 98271
CUSTOMER NAME: BLEACHERS
o L EAC H E R' S INTER.
PROJECT NAME:
HAMLIN MIDDLE SCHOC
EXPRESS PERMISSION OF WHrTLEY
INC. WHITLEY RET
WHITLEY
PH. 369.653.5799
p„
PROJECTDESC.: 8 X24 PRESS BOX
ASSUMES NO RESPONSIBILITY FORERGREEN,
UNAUTHORIZED USE OF THIS DRAWING.
EVERGREEN
MOBILE AND MODULAR BUILD14GS
WEBFAX'V0.659.7735
WEB:WWW.WHRLEYMAN.COM
SHEETNAME:
EXTERIOR ELEVATIONS
n South Elevation
L 3/8" _ �._0..
1 West Elevation
3/8..= l._0..
OF
)11
RELEASE: PRELIM
SM:
0421-109
FIN. FLOOR
0' - 0" V
DATE:
No. I DESCRIPTION I DATE I BY
MUM
PLOT STAMP: 5/10/2021 3:13:58 PM
ELECTRICAL DEVICE LEGEND
2X4 LED TROFFER - RE25-10V
D
1-10 VOLT DIMMING DRIVERR 120V 0V 33V33VA
S SINGLE POLE SWITCH 120V, 20A, MOUNT @ 48"AFF (U.N.O.)
HARRIS 300 SERIES LED WITH INTEGRAL PHOTO CELL 120V, 18VA
OS OCCUPANCY SENSOR, CEILING MOUNT LOW VOLTAGE W/ POWER
PACK FOR CONTROLLED RECEPTACLES & LIGHTING
os DAYLIGHT SENSOR, CEILING MOUNT LOW VOLTAGE FOR LIGHTING
PPI
POWER PACK FOR CONTROLLED RECEPTACLES & LIGHTING
x BZ200
CIRCU IT NUMBER ADJACENT TO PACK
LIT
H-1
H-2
H-3
O
0 ELECTRICAL PANEL POWER PACK p
REFER IC PANELSCHEDU LE FOR DETAILS o�/J
ROOF TOP GFCI RECEPTACLE 120V 20A^
121 MOUNT TO ROOF IN WP BOX W/ WP COVER OCCUPANCY SENSOR
OS
n ELECTRICAL PLAN
GFC1 SPLIT WIRED 20 AMP DUPLEX 120 VOLT
CONTROLLED +18" AFF 3
B
OT KING LINE VOLTAGE WALL THERMOSTAT WITH FULL OFF POSITION 1" UNE
PP
1� KING FAN FORCED ELECTRIC WALL HEATER
120V, 1500 WATT
2'X4' SUSPENDED CEILING WITH CORTEGA #769A TILE /
17 4S
ROUGH IN FYI / T-101/2" ABOVE FINISH FLOOR \Y/
4S BOX SG MUD RING STUB DOWN 3/4" FLEX CONDUIT
THRU FLOOR CAVITY rvaiT
A
GENERAL
1. ALL DIMENSIONS ARE IN INCHES FROM FINISH FLOOR TO CENTER
OF BOX UNLESS NOTED OTHERWISE
2. DEFINITIONS: U.N.O. - UNLESS NOTED OTHERWISE
AFF - ABOVE FINISH FLOOR
's71 Y V_1 E C�� 14 Ul Cd_\ i �rdN7:7 7 rZa7 p I xaP 6� Y i
ELECTRICAL
1. BUILDING TO BE WIRED IN MC, EMT, OR FLEX
2. TYPICAL WIRE SIZES:
15 AMP -#14 CU 30 AMP -#10 CU
20 AMP -#12 CU 35AMP-#8CU
3. SERVICE ENTRANCE - BY OTHERS
4. ALL RECEPTACLES TO BE INSTALLED 18" A.F.F. TO CENTER OF
RECEPTACLE, UNLESS OTHERWISE SPECIFIED.
5. GROUND FAULT CIRCUIT PROTECTION REQUIRED FOR ALL
RECEPTACLES IN WET AREAS.
S. ALL CONDUCTORS AND CONDUITS SHALL BE SIZED AND
INSTALLED TO COMPLY WITH THE 2020 N.E.C. AND 2021 OESC
7. ELECTRICAL PANEL SUPPLIED IS EATON. PER END USER
REQUIREMENTS TO ENSURE ALL EQUIPMENT IS COMPATIBLE FOR
COORDINATION.
S. ALL CONSTRUCTION MEANS AND METHODS SHALL COMPLY WITH
NEC 2020 AND 2021 OESC
9. ALL INDICATED WIRE SIZES BASED ON 75 -DEG EQUIPMENT
TERMINAL RATINGS IN ACCORDANCE WITH NEC 310-15(6)(16).
WHERE EQUIPMENT IS PROVIDED AT LESS THAN 75 -DEGREE,
CONTRACTOR SHALL PROVIDE CONDUCTOR SIZE ADJUSTED
ACCORDINGLYTO REFLECT EQUIPMENT RATINGS.
10. ALL LOW VOLTAGE CABLE AND DEVICES ON SITE BY OTHERS
IDF SUPPLIEDAND INSTALLED ON SITE BY OTHERS
AMPLIFIER SUPPLIED AND INSTALLED ON SITE BY OTHERS
NO OTHER ELECTRICAL DEVICES OR CONDUIT SUPPLIED BY
WHITLEY
NOTE: WHITLEY SCOPE OF WORK IS LIMITED TO INSTALL
OF PANEL AND BRANCH CIRCUITS WITHIN MODULAR
BUILDING ONLY, EXTENSION OF CONDUIT TO METER OR
POINT OF CONNECTION AND INSTALLATION OF
CONDUCTORS AND GROUNDING ELECTRODE SYSTEM
ARE ON SITE BY OTHERS UNDER SEPARATE LOCAL
PERMIT.
100A M.B. ^
THIS DRAWNG AND ALL 14FORMATION
CONTAINED HEREON IS THE PROPERTY
OF WHITLEY EVERGREEN INC., AND IS
NOT TO BE REPRODUCED WITHOUT THE
EXPRESS PERMISSION OF WHITLEY
EVERGREEN, INC. WHITLEY EVERGREEN
ASSUMES NO RESPONSIBILITY FOR
UNAUTHORIZED USE OF THIS DRAWING.
1"CONDUIT (ON SITE BY OTHERS)
(2) # 3 HOT
(1) #3 NEUT.
(1) #8 GND.
#8 GND TO FRAME
WE
WHITLEY
EVERGREEN
LIGHTING AND RECEPTACLE CONTROLS
Notes:
Branch Panel:
Location:
Supply From:
Mounting:
Enclosure:
MDP
Room 104
Recessed
MDP
4
4
100 A
of
Of
120/240
Circuit Description
Trip
10Kaic
A
w
100A M.B. ^
THIS DRAWNG AND ALL 14FORMATION
CONTAINED HEREON IS THE PROPERTY
OF WHITLEY EVERGREEN INC., AND IS
NOT TO BE REPRODUCED WITHOUT THE
EXPRESS PERMISSION OF WHITLEY
EVERGREEN, INC. WHITLEY EVERGREEN
ASSUMES NO RESPONSIBILITY FOR
UNAUTHORIZED USE OF THIS DRAWING.
1"CONDUIT (ON SITE BY OTHERS)
(2) # 3 HOT
(1) #3 NEUT.
(1) #8 GND.
#8 GND TO FRAME
WE
WHITLEY
EVERGREEN
LIGHTING AND RECEPTACLE CONTROLS
Notes:
Branch Panel:
Location:
Supply From:
Mounting:
Enclosure:
MDP
Room 104
Recessed
Volts:
Phases:
Wires:
120/240 Single
1
3
___.._..._
����
A.I.C. Rating:
Mains Type: FIXED
Mains Rating: 100A
MCB Rating: 100A
CKT
Circuit Description
Trip
Poles
A
B
Poles Trip
Circuit Description
CKT
1
LIGHTING INT, EXT
20 A
1 167 VA
1500 VA
2
1 20 A
H-1
2
3
H-2
PRELIM
20 A
1
DESCRIPTION
DATE BY
15th VA
1500 VA
1 20 A
H-3
4
5
RECEPTS
20A
1 540 VA
540 VA
1 20A
RECEPTS
6
7
RECEPTS
20A
1
540 VA
1500 VA
1 20A
ROOFTOP RECEPT
ROOFTOP RECEPT
8
9
ROOFTOP RECEPT 20A
1 1500 VA
1500 VA
1 20A
10
11
ROOFTOP RECEPT
20A
1
1500 VA
1500 VA
1 20A
ROOFTOP RECEPT
12
13
14
15
16
17
18
19
20
Total Load:
Total Amps:
5746 VA
48A
8040 VA
67A
Legend:
Load Classification
Connected Load
Demand Factor
Estimated Demand
Panel Totals
Heating
45th VA
100.00%
4500 VA
Lighting
167 VA
100.00%
167 VA
Total Conn. Load:
13786 VA
Receptacle
9120 VA
100.00%
9120 VA
Total Est. Demand:
13786 VA
Total Conn.:
57 A
Total Est. Demand:
57 A
Notes:
n REFLECTE= CTD CEILING
1,4
n ROOF ELECTRICAL
U 1/2 = 1 _0
O
WHITLEY BLDG NoO OEY PONT BLVD.,
MARYSVILLE, WA 98271
EVERGREEN INC.
PH. 360.653.5790
MOBILE AND MODULAR BUILD14GS FAX 360.659.7735
WEB: WWW.WHrREYMAN.COM
CUSTOMERNAME: BLEACHER'S INTER.
PROJECT NAME: HA M L I N MIDDLE SCHOOL
p
PROJECT DESC.: 8"X24'PRESS BOX
SHEETNAME: ELECTRICAL PLAN
SIN, 0421-109
STD PIAN No:
___.._..._
����
SHEET No.:
E.1
DRAWN BV: MDP
REVISED BY:
2
DATE:
5-5-:
CHKD BY:
1
PRELIM
5-6-21
No.
DESCRIPTION
DATE BY
SCALE As indicate[
PLOT STAMP: 5/10/2021 3:13:59 PM
1
H DU2-SDS 2.5
5/8" THREADED ROD
y0FI'N. FLOOR
-0"
1/8" N 3"
1/8" 3"
n HDU DETAIL
1"= 1'-0"
l B 1
DTTiZ W/(6) SO #9X1.5"
FASTEN W/ (6)SDS 25212
FIN. FLOOR n
318" THREADED ROD 0' -0 0" V
1/8" 3"
1/8" 3"
n HOLD DOWN AT LONG WALL
1"= 1'-0"
1 2
ALL RAFTERS AND RIMS 2X12 HF 2
24' - d'
b m b so a 66 so a 6 to a 6 110 a 6 so a 6 so a 6
N N N N N r m r t2 N G� N FO i(f Y IV r C
3
n ROOF FRAMING
U 1/2" = 1'_0"
♦
SCREW FLOOR DECK DIRECTLY TO
PERIMETER FRAME W/#14X1"SELF
1 TAPPING SCREWS @ 12" O.C.
2a'-9" 2
4
S.1
n FRAME PLAN
THIS DRAWNG AND ALL NFORMATION
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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CONTAINED HEREON IS THE PROPERTY
W-E
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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I
I
OF WHITLEY EVERGREEN INC., AND IS
NOT TO BE REPRODUCED WRHOUTTHE
I
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I
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I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
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I
I
I
PH. 369.653.5799
PROJECT DESC.: X24 PRESS BOX
WHITLEY
ASSUMES NO RESPONSIBILITY FORERGREEN,
UNAUTHORIZED USE OF THIS DRAWING.
EVE RG KEEN
MOBILE AND MODULAR BUILDNGS
WEFAXB'W.659.7735
WEB: WWW.WHRLEYMAN.COM
SHEETNAME:
FRAMING P LAN
m�iI
I
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4
S.1
n FRAME PLAN
THIS DRAWNG AND ALL NFORMATION
W H I TL EY
S OKPONT BLVD.,
CUSTOMER NAME: BLEACHERS
o L EAC H E R' S INTER.
CONTAINED HEREON IS THE PROPERTY
W-E
BLDG o.10
BLDG
OF WHITLEY EVERGREEN INC., AND IS
NOT TO BE REPRODUCED WRHOUTTHE
EVERGREEN INC.
MARYSMLLEVILLE, WA 98271
PROJECT NAME: HAMLIN MIDDLE SCI
EXPRESS PERMISSION OF WHrr EY
INC. VvHrrUEY RET
PH. 369.653.5799
PROJECT DESC.: X24 PRESS BOX
WHITLEY
ASSUMES NO RESPONSIBILITY FORERGREEN,
UNAUTHORIZED USE OF THIS DRAWING.
EVE RG KEEN
MOBILE AND MODULAR BUILDNGS
WEFAXB'W.659.7735
WEB: WWW.WHRLEYMAN.COM
SHEETNAME:
FRAMING P LAN
CBX11.5 PER IMEfER
2X8 HF2 JOISTS
ALL WELDS ON PERIMETER
FRAME AND CROSSMEMBERS
1/4" FILLETS I
RELEASE: PRELIM
SM:
0421-109
2i i I DATE:
1 PRELIM 5-6-21
No. DESCRIPTION DATE I BY I SCALI
MUM
PLOT STAMP: 5/10/2021 3:14:00 PM