20110166 Signed Approved Bldg Plans 02192015Ave S€
STEPPING STONES CHILDREN'S CENTER
YELM., WA
ITE PLAN
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ASSESSOR # 21724131001
LEGAL DESCRIPTION
SECTION 24 TOWNSHIP 17 RANGE 1E QUARTER S2 NE THAT
PTN OF THE FOLLOWING DESC PARCEL LYING SLY OF ROW
3899169 DAF BAP 20F N & 20F E OF THE SW COR OF SD
NE QURTER THENCE NLY PARALLEL W LN
PROJECT DESCRIPTION
.�IIIiI
TH l5 PROJEGT HILL BE A NEW DAY GAPE CENTER FOR INFANT
THROUGH 5GHOOL AGE GHILDREN AND FOR AFTER 5GHOOL GAPE.
TH15 BUILDING HAS ALREADY BEEN BUILT IN THESE LOGATION5:
4110 &TH AVE. NE, LACEY
6518 CAPITOL BLVD 5E, TUMHATER
YELM HHY, OLYMPIA
DUPONT, HA
KLAMAT FALLS, OR
NORTH
OWNER
MAIRIJKA DEUTSCHER
AL DEUTSCHER, PE
14QJ MARVIN ROAD SE, SUITE 307 -254
LACEY, WA 98516
(360) 438 -9000
DEFERRED SUE3MITTALS:
SPRINKLER AND FIRE ALARM PERMIT APPLICATIONS AND PLANS
I SYMBOLS I SHEET INDEX I
GALL OUT SYMBOL
SECTION LETTER
BUILDING SECTION /'`
A3 SHEET DRAWN ON
SECTION NUMBER
WALL SECTION 1
A3 SHEET DRAWN ON
DETAIL NUMBER
CUT DIRECTION
DETAIL CALLOUT A4 SHEET DRAWN ON
ROOM
ROOM NAME
AND NUMBER 106
GALL OUT SYMBOL
DOOR NUMBER O
GRID LINE q _
CUT LINE
WINDOW TYPE`
NORTH ARROW
DRAWING TITLE FLOOR PLAN NORTH
GENERAL NOTES
STRUCTURAL GENERAL NOTES
THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS SHOWN ON THE DRAWINGS
PRIOR TO PROCEEDING WITH ANY WORK. THE CONTRACTOR IS RESPONSIBLE FOR ALL
CONSTRUCTION PHASE TEMPORARY BRACING AND SHORING.
PRE — ENGINEERED WOOD ROOF TRUSSES:
MANUFACTURE UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER IN
ACCCORDANCE WITH APPROVED SHOP DRAWINGS. DESIGN TO CARRY THE LOADS INDICATED
IN DESIGN CRITERIA AND ANY OTHER ADDITIONAL LOADS INDICATED. PROVIDE SHOP AND
INSTALLATION DRAWINGS PRODUCED UNDER THE SUPERVISION OF, AND BEARING THE STAMP
AND SIGNATURE OF, A STRUCTURAL ENGINEER CURENTLY REGINTERED AS SUCH IN THE STATE
OF WASHINGTON. DETAIL DRAWINGS TO INDICATE TYPES, MEMBER SIZES AND STRESS
GRADES, MEMBEAR LOADS, TRUSS SPACING, BRIDGING, CONNECTIONS, ANCHORING, BEARING
PLATE, AND OTHER PERTINENT DETAILS.
CONTACT CODE I
CONSTRUCTION PHASE PROFESSIONAL
IN RESPONSIBLE CHARGE
AL DEUTSCHIER, PE
1401 MARVIN ROAD SE, SUITE 307 -254
LACEY, WA 98516
IBC SEC. 17Q4 —PER THE ENGINEER OF RECORD, SPECIAL
INSPECTION IS REQUIRED FOR CONCRETE, STRUCTURAL
STEEL AND WELDING, EPDXYING AND HIGH — STRENGTH
BOLTING, ANID SUSPENDED CEILING SYSTEM.
2012 IBC
107.3.4 Desigin professional in responsible charge.
107.3.4.1 General.
The registered design professional in responsible charge
shall be responsible for reviewing and coordinating submittal
documents prepared by others, including phased and deffered
submittal items, for compatibility with the design of the
building.
PROJECT ADDRESS
YELM STEPPING STONES CHILDREN'S CENTER
TAHOMq BLVD
YELM, WA 98597
JURISDICTION
CITY OF YELM
BUILDIN(;
DEPARTMENT
105 YELM
AVENUE WEST
YELM, VVA
98597
360 -45,8
-3835
ZONING: GC — COMMERICAL
CODE ANALYSIS:
2012 INTERNATIONAL BUILDING CODE (IBC)
2012 INTERNATIONAL MECHANICAL CODE (IMC) ,
2012 INTERNATIONAL FUEL GAS CODE (IFGC)
2012 INTERNATIONAL FIRE CODE (IFC)
2012 UNIFORM PLUMBING CODE (UPC)
2012 INTERNATIONAL PROPERTY MAINTENANCE CODE (IPMC)
2012 NATIONAL ELECTRIC CODE (NEC)
2009 ICC /ANSI A117.1
2012 WASHINGTON STATE ENERGY CODE (WSEC)
2012 WASHINGTON STATE VENTILATION &INDOOR AIR QUALITY CODE (WSVIAQ)
ELECTRIC SAFETY STANDARDS, ADMINISTRATION, AND INSTALLATION
ALL APPLICABLE ORDINANCES AND STANDARDS, AS AMENDED AND
ADOPTED BY THE CITY OF YELM
IBC SEC. 903.2 & 907.1.2 — AUTOMATIC SPRINKLERS AND AN
ADDRESSABLE FIRE ALARM ARE REQUIRED FOR THIS FACILITY.
DESIGN CRITERIA
VERTICAL LOADS: ROOF CLIMATE ZONE: 1
LIVE LOAD:25 PSF (SNOW) MINIMUM INSULATING R —VALUE
WIND LOAD: BASIC WIND SPEED 80 MPH, EXPOSURE B. ROOF R -38 ADV
SOIL BEARING: 2000 PSF WALLS R -21
SEISMIC LOAD: ZONE 3 FLOOR SLAB ON GRADE R -10
FOR 24" (W/ THERMAL BREAK)
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ARCHITECTURAL
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'TITLE SHEET & SITE PLAN
Al
EGRESS PLAN
A2
FLOOR PLAN
A3
UPPER FLOOR PLAN
A4
FROOF PLAN
A5
E- XTERIOR ELEVATIONS
A6
5CHEDULES
Al
E3UILDING SECTIONS
A8
�3ECTIONS AND DETAILS
Aq
5ECTIONS AND DETAILS
A10
FREFLECTED CEILING PLAN
All
INTERIOR ELEVATIONS
Al2
ADA SIGN AND PARKING DETAILS
STRUCTURAL
51.0
STRUCTURAL NOTES
52.0
FOUNDATION PLAN
53.0
ROOF FRAMING PLAN & DETAILS
54.0
53HEAR WALL PLAN
MECHANICAL
M1 WASTE RISER DIAGRAM
M2 WATER RISER DIAGRAM
M3 HVAC FLOOR PLAN AND DETAILS
ELECTRICAL
E1 POWER PLAN
E2 LIGHTING PLAN
E3 ATTIC LIGHTING & POWER PLAN
E4 DIAGRAMS, SCHEDULES &
CALCULATIONS
Defered Submittals
1. Fire Alarm
2. Fire Supression
3. Playground & Equipment
4. List of Kitchen food
preparation products
BUILDING CLASSIFICATION
A. OCCUPANCY CLASSIFICATION:
DAY CARE
FIRST FLOOR = 9,436 SF
ME =CH. EQUIPMENT SPACE IN ATTIC = 682 SF
BUILDING TOTAL = 10,118 SF
B. TYPE OF CONSTRUCTION: V -B
C. LOCATION ON PROPERTY:
TABLE 601 & 602
No FIRE RESISTANCE RATING REQUIRED
BUILDING IS OVER 10' FROM PROPERTY LINE SO THERE IS NO FIRE
RATING REQUIRED ON OUTSIDE WALL.
D. ALLOWABLE FLOOR AREA:
IBC TABLE 503
9,E500 SF �--
_....� -_
IBC,' 504.2
BUILDING IS EQUIPPED THROUGHOUT WITH AN APPROVED AUTOMATIC
SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1.
200% AREA INCREASE ALLOWED, PER IBC 506.3 = 19,000 SF
FOR TWO STORY
E. HEIGHT AND NUMBER OF STORIES:
ALLOWABLE HEIGHT: 40' ACTUAL HEIGHT: 21.5'
HEIGHT LIMITATION : 1 STORY PLUS 1 STORY FOR SPRINKLED = 2 STORIES
IBC 504.2
ALLOWABLE HEIGHT: INCREASED BY 20' = 60' MAX
CONTACTS
CONTRACTOR STRUCTURAL
D &W DEVELOMENT PRECISE ENGINEERING
360- 402 -6871 HAROLD HAHNENKRATT
360 - 736 -1137
ARCHITECTURAL 360-736-1137
STACY M SIMPSON ARCHITECT HOT AIR, INC
360-701-4065 GLEN ANDERSON
360- 745 -9706
PLUMBING
BB INTERNATIONAL PLUMBING
206 - 372 -6093
ELECTRICAL
FIVE STAR ELECTRIC
253 - 732 -7654
SPRINKLER SYSTEM
FIRE SECURITY SYSTEMS
360- 897 -6839
REVISIONS BY
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Provide a Knox TM box or
Knox TM vault
outside
the main building entrance fronting on the addressfed street with all
keys to access building,
gates, fire sprinkler
riser room, fire alarm control panel room, electrical room, mechanical
rooms, all rooms with fire protection
equipment
or controls, elevator machine room, and any other rooms as recorded
per codes /standards and
as directed
by the
Yelm Fire Department. Locate the Knox TM box near the main
entrance to the building
with the top
of the
box mounted between 66inches
and 72inches.
The owner shall provide
either a commercial 3200 Series KnoxBox,
a 4100 Series KnoxVault,
or 4400 Series KnoxVault
depending on the
total number of keys that must be stored. Go to www.knoxbox.com for more details on the options of each model.
The owner is responsible to provide a rapid entry key box that can easily store all the necessary keys. There are
optional tamper switches that can be added to provide additional security. The box /vault shall be labeled "For Fire
Department Use" and should be red. The lock specification is a oneinch
cylinder cam lock key #39504. Knox TM box
applications /order forms are available from the
the Fire Prevention Bureau at (253) 5915740
to set up a preinstallation
inspection to approve the location of the
Knox TM Box.
Knox TM Company at www.knoxbox.com . Prior to ihstallation, contact
11111111NI-1111a,
9,436 sf
EGRESS PLAN
Provide FIRE EXTINGUISHERS throughout in accordance with the
2009 IFC and NFPA 10. Mount fire extinguishers along egress paths
whenever possible with tops no more than 60 inches and bottoms no
less than 4 inches above the floor. Minimum Fire Extinguisher rating is
2A1OBC. Maximum travel distance to an extinguisher is 75 —feet. A
"2A" rated extinguisher may cover up to 3000sf of floor area in Light
(low hazard) occupancies, up to 1500sf in Ordinary (moderate) hazard
occupancies, and up to 1000sf in Extra (high) hazard occupancies.
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1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE,
WASHINGTON STATE ENVERGY CODE, AND ALL APPLICABLE ORDINANCES AND STANDARDS.
2. ALL DOORS, HARDWARE, FINISHES, APPLIANCES, CABINETS AND FIXTURES SHALL BE AS
SELECTED BY OWNER. ALL DOORS SHALL BE 3'X7' UNLESS OTHERWISE NOTED.
3. ALL EXTERIOR WALLS SHALL BE FRAMED WITH 2X6'S @ 16" O.C. AND INTERIOR WALLS SHALL BE
2X4'S @16" O.C. UNLESS OTHERWISE NOTED.
10' -0" 1o' —o" 7'-6" 4. IN ALL TOILET ROOMS, PROVIDE SHEET VINYL FLOORING WITH 6" SELF —CLOVE BASE AND 48"
PLASTIC LAMINATE WAINSCOT ON WALLS. ACOUSTICALLY INSULATE PERIf�ETER WALLS OF TOILET
35-0" FLOOR PLAN ROOMS.
9,436 sf 5. PROVIDE (4) FIRE EXTINGUISHERS (2A -1 OB: C . LOCATE AS SHOWN ON P1 AN AND MOUNT WITH
NORTH 0 4' 8' 16' TOP AT 4' -6" MAXIMUM ABOVE FLOOR. FE
6. PROVIDE LIGHTED "EXIT" SIGNS WITH BATTERY BACK —UP IN LOCATIONS SHOWN AS EXIT
7, ALL CASEMENT WORK SHALL BE DONE BY OWNER.
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WALL TYPES
O1 2X4 WOOD STUD @ 16" O.C. /SOUND INSULATION
AND 5/8" GWB EA SIDE
O2X6 WOOD STUD @ 16" O.C. /GATT INSULATION
AND 5/8" GWB ONE SIDE/ W/ SIDING PANEL
ONE SIDE
LEGEND 77�:]
EXIT SIGN W /EMERGENCY LIGHTING
ExiT W /EMERGENCY POWER
Provide parking Lot
illumination plan prior
to calling for framing combo
inspection
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2. ALL DOORS, HARDWARE, FINISHES, APPLIANCES, CABINETS AND FIXTURES SHALL BE AS
SELECTED BY OWNER. ALL DOORS SHALL BE 3'X7' UNLESS OTHERWISE NOTED.
3. ALL EXTERIOR WALLS SHALL BE FRAMED WITH 2X6'S @ 16" O.C. AND INTERIOR WALLS SHALL BE
2X4'S @16" O.C. UNLESS OTHERWISE NOTED.
10' -0" 1o' —o" 7'-6" 4. IN ALL TOILET ROOMS, PROVIDE SHEET VINYL FLOORING WITH 6" SELF —CLOVE BASE AND 48"
PLASTIC LAMINATE WAINSCOT ON WALLS. ACOUSTICALLY INSULATE PERIf�ETER WALLS OF TOILET
35-0" FLOOR PLAN ROOMS.
9,436 sf 5. PROVIDE (4) FIRE EXTINGUISHERS (2A -1 OB: C . LOCATE AS SHOWN ON P1 AN AND MOUNT WITH
NORTH 0 4' 8' 16' TOP AT 4' -6" MAXIMUM ABOVE FLOOR. FE
6. PROVIDE LIGHTED "EXIT" SIGNS WITH BATTERY BACK —UP IN LOCATIONS SHOWN AS EXIT
7, ALL CASEMENT WORK SHALL BE DONE BY OWNER.
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WALL TYPES
O1 2X4 WOOD STUD @ 16" O.C. /SOUND INSULATION
AND 5/8" GWB EA SIDE
O2X6 WOOD STUD @ 16" O.C. /GATT INSULATION
AND 5/8" GWB ONE SIDE/ W/ SIDING PANEL
ONE SIDE
LEGEND 77�:]
EXIT SIGN W /EMERGENCY LIGHTING
ExiT W /EMERGENCY POWER
Provide parking Lot
illumination plan prior
to calling for framing combo
inspection
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4. IBG SEG. 1008.1.8 - 5EGONDARY LOCKING DEVIGES ARE NOT ALLOWED ON ANY OF THE DOORS.
5. IBG SEG. 1006.1 4 .2 - MEANS OF EOIRE55 ILLUMINATION WITH EMERGENGY POWER IS REQUIRED
THROUGHOUT THE BUILDING.
6. IBG SEG. 1008.I.cl - PANIG HARDWARE 15 REQUIRED ON ALL EGRESS DOORS THROUGHOUT
THE BUILDING.
1. 5EG. 404.2.6 - OTHER THAN THE E67RE55 DOORS THAT REQUIRE PANIG HARDWARE,
LEVER TYPE DOOR HARDWARE 15 REQUIRED THROUGHOUT THE BUILDING.
8. 5EG. 404.2.4- THRE5HOLD5 5HALL NOT EXCEED 1/2" IN HEIGHT.
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DESCRIPTION
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MODEL #
PANEL
SCHEDULE
PANEL
QTY
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BALLAST
TYPE
QTY
CIRCUIT DESCRIPTION
REMARKS
LOAD
(KVA)
CODE
BRKR
LEDREM
NA
BRRKR
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120
CODE
LOAD
(KVA)
CIRCUIT DESCRIPTION
DAY -BRITE
1
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6
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120
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2
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LOAD
4
5
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6
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1
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1
(KVA)
CODE
BRKR
BRKR
CODE
(KVA)
CIRCUIT DESCRIPTION
1
RECEPT NE CLSSROOM
0.9
R
20 1P
20 1P
6
1.66
LIGHTS EAST CLASSROOMS
2
9
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20 1P
L
1.34
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8
5
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11
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30 2P
M
5
DRYER
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7
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10
R
20 1P
13
8
9
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15 1P
12
R
0.72
RECEPT. EAST CLASSROOM
15
LIGHTS CENTRAL ROOMS
RECEPT OFFICE
1.15
L
20 1P
20 1P
20 1P
20 1P
.09
1.5
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14
R
1.08
RECEPT. WEST CLASSROOM
16
17
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20 1P
1.54
L
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OM
1.13
20 1P
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0.77
LIGHTS PLAY ROOM AREA
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19 1
RECEPT. NORTHERN C. ROOMS
40 2P
1.8
R
20 1P
OM
1.13
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16
17
18
L
1.19
CANOPY LIGHTS
20
21
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OM
1.44
R
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18
19
20 1p
L
0.41
PARKING LOT LIGHTS 2 WMH
23
20
1
-175
22
22
24
25
24
25
26
27
26
27
29
28
29
28
30
LIGHTING
RECEP < 10
RECEP > 10
LARGE MOTOR
OTHER MOTOR
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VENTILATION
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5.2 Kva
0.0 Kva
6.0 Kva
6.0 Kva
0.0 Kva
0.0 Kva
0.0 Kva
0.0 Kva
X
X
X
X
X
X
X
X
X
125%
100%
50%
125%
100%
100%
100%
100%
100%
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5.2 Kva
0.0 Kva
7.5 Kva
6.0 Kva
0.0 Kva
0.0 Kva
0.0 Kva
0.0 Kva
DEMAND
SUPPLY VOLTAGE
240 V
AMPS
PER
A
92.1
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DEMAND LOAD
DEMAND AMPS
PHASE:
B
93.5
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22.3 Kva
25.0 Kva
104.3 A
3.8 Kva
320 METER BASE
AS REQ'D BY P.S.E.
(2) 2-1/2"C. 2 -3/0 & 1 1/0 Cu-
W/(3) 250 kmil & 410 NEWTRAL AL
3 "C 4 -4/0 & 2 -2/0 AL.
TO TRANSFORMER
ONE -LINE
NO SCALE
Panel NM /Loc: SUB -C /Electrical Room
DESCRIPTION
MANUFACTURER
MODEL #
LENS
PANEL
QTY
FIXTURE
WATTS
BALLAST
TYPE
QTY
VOLT
REMARKS
A
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DAY -BRITE
LEDREM
NA
LED
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120
LED EXIT LIGHT WITH UNIVERSAL DIRECTION
EXTRA FACE W/ BATTERY BU & 2 -15 LIGHTS
B
4 -LAMP FLOUR. TROFFER
DAY -BRITE
SCHEDULE
ACRYLIC
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64
ELECTRONIC
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120
OR EQUAL
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2 -LAMP WRAPAROUND
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Main Breaker: 200A 30 SPACE
2
64
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1
120
OR EQUAL PLAY AREA VANDAL RESIST.
D
COMPACT FOURESCENT
LITHONIA
LAF2 /26T
PRISMATIC
26WF26D
2
70
HPF
LOAD
120
RECESSED FLUORESCENT DOWN LIGHT
OR EQUAL
E
PARKING LOT LIGHT
EMCO
ECA181OH175MH
LOAD
175WMH
1
210
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1
(KVA)
CODE
BRKR
BRKR
CODE
(KVA)
CIRCUIT DESCRIPTION
1
RECEPT NE CLSSROOM
0.9
R
20 1P
20 1P
L
1.66
LIGHTS EAST CLASSROOMS
2
3
RECEPT SE CLSSROOM
0.9
R
20 1P
20 1P
L
1.34
LIGHTS MISC RMS & HALLWAY
4
5
WASHING MACHINE
1.5
M
20 1P
30 2P
M
5
DRYER
6
7
RECEPT. MISC. LAUND. & HALLWAY
1.5
R
20 1P
8
9
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1.5
R
15 1P
20 1P
R
0.72
RECEPT. LOBBY COPY UNISEX REST.
10
11
RECEPT OFFICE
1.5
M
20 1P
20 1P
R
1.5
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12
13
KITCHEN 2 RECEPT.
1.5
R
20 1P
20 1P
OM
1.13
GAS HEAT 1/2 HP
14
15
A/C/#1
6
LM
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20 1P
OM
1.13
GAS HEAT 1/2 HP
16
17
20 1P
OM
1.13
GAS HEAT 1 2 HP
18
19
20
21
22
23
24
25
26
27
28
29
30
CONNECTED
DEMAND
SUPPLY VOLTAGE
240 V
LIGHTING
3.0 Kva
X
125%
3.8 Kva
CONNECTED LOAD
26.7 Kva
RECEP < 10
6.7 Kva
X
100%
6.7 Kva
RECEP > 10
0.0 Kva
X
50%
0.0 Kva
LARGE MOTOR
6.0 Kva
X
125%
7.5 Kva
DEMAND LOAD
29.0 Kva
OTHER MOTOR -
HEATING / A.C.
3.4 Kva
0.0 Kva
X
X
100%
100%
3.4 Kva
0.0 Kva
DEMAND AMPS
120.7 A
VENTILATION
0.0 Kva
X
100%
0.0 Kva
KITCHEN
0.0 Kva
X
100%
0.0 Kva
AMPS PER
PHASE:
MISC.
7.6 Kva
X
100%
7.6 Kva
A
B
112.8
101.5
LIGHTING FIXTURE SCHEDULE
SYM
DESCRIPTION
MANUFACTURER
MODEL #
LENS
LAMP
TYPE
QTY
FIXTURE
WATTS
BALLAST
TYPE
QTY
VOLT
REMARKS
A
LED EXIT LIGHT
DAY -BRITE
LEDREM
NA
LED
7.2
120
LED EXIT LIGHT WITH UNIVERSAL DIRECTION
EXTRA FACE W/ BATTERY BU & 2 -15 LIGHTS
B
4 -LAMP FLOUR. TROFFER
DAY -BRITE
2TG232
ACRYLIC
PRISTMATIC
F32TB
2
64
ELECTRONIC
HPF
1
120
OR EQUAL
C
2 -LAMP WRAPAROUND
DAY -BRITE
SLW232
POLYCAR.
F32TB
2
64
ELECTRONIC
HPF
1
120
OR EQUAL PLAY AREA VANDAL RESIST.
D
COMPACT FOURESCENT
LITHONIA
LAF2 /26T
PRISMATIC
26WF26D
2
70
HPF
1
120
RECESSED FLUORESCENT DOWN LIGHT
OR EQUAL
E
PARKING LOT LIGHT
EMCO
ECA181OH175MH
TEMPERED
GLASS
175WMH
1
210
CWA /HPF
1
120
PARKING LOT LITE STANDARDS COMPLETE
(1) 1 -2 "C. 250 kcmi /AL (205 AMPS)
DIAGRAM
LIGHTING
NO SCALE
CANOPY LIGHTS
PARKING LOT LIGHTS
CONTROL DIAGRAM
50KVA ® 1.7% Z
I FAULT ® TRANSFORMER = 12,255A
I FAULT ® METER = 7,896A
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DATE:
6/17/2013
SCALE:
1
DRAWN
Y: STACY SIMPSON
JOB:
SHEET
3
2 0 4F 24 SHEETS
1.0 GENERAL NOTES
E. SEISMIC: 2009 IBC CHAPTER 1613 AND ASCE7 -05 SECTION
12.4,12.8
ADMIXTURE OR ADMIXTURES IS ADDED TO ALLOW HIGHER MP AND
SLUMP
_
A. BOLTS SHALL BE ASTM A 307.
THESE STRUCTURAL NOTES SUPPLEMENT THE DRAWINGS. ANY DISCREPANCY
GREATER WORKABILITY WITHOUT CHANGING THE WATER CONTENT OF THE
FOUND AMONG THE DRAWINGS, THESE NOTES, AND THE SITE CONDITIONS
SHALL BE
TOTAL DESIGN BASE SHEAR. VS = (1.3SDS /1.4R)WEIGHT
ORIGINAL APPROVED MIX DESIGN. ADMIXTURES CONTAINING CHLORIDES
B. WA SHERS SHALL BE MALLEABLE IRON WASHERS (MIW).
REPORTED TO THE ENGINEER, WHO SHALL CORRECT SUCH
ARE NOT PERMITTED UNLESS APPROVED BY THE ENGINEER. SAW
DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER
SITE CLASS
CUTTING OF SLAB TO CONTROL SHRINKAGE CRACKS IS PF;R THE
C. NAILS SHALL BE COMMON, AMERICAN OR
DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S
= D
CONTRACTOR. RECOMMENDED GRID IS 16 FEET ON CENTER EACH WAY.
CANADIAN MANUFACTURER
ONLY.
RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS
DESIGN CAT. = D
AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORj< OR
USE GROUP = I 3.3
__
MATERIALS
D. LAG SCREWS, SHEAR PLATES,
FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACIN(; AND
.5
Cd =
SEE NATIONAL DESIGN
SPECIFICATION.
SHORING DURING CONSTRUCTION.
4
A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE I-II.
=
Q0 3
1.1 BIDDERS WARRANTY
1.4
B. COARSE AND FINE AGGREGATE TO CONFORM TO ASTM C33
E. ANCHORS AND CONNECTIONS SHALL BE SIMPSON, TECO, BOWMAN OR
ICBO
SOIL DATA
APPROVED.
BY THE ACT OF SUBMITTING A BID FOR THE PROPOSED CONTRACT, THt
CONTRACTOR WARRANTS
ALLOWABLE SOIL PRESSURE 1500 PSF (ASSUMED). ALLOW 33 -1/3%
C. WATER TO CEMENT RATIO SHALL NOT EXCEED 50 %. 6.2
MINIMUM NAILING - PER IBC TABLE 2304.9.1 - FASTENING SCHEDULE.
THAT:
INCREASE FOR LOADS FROM WIND OR SEISMIC ORIGIN. 3.4
WATER REDUCING ADMIXTURES 6.3
A. THE CONTRACTOR AND ALL SUBCONTRACTORS HE INTENDS T(D
PLYWOOD, ORIENTED STRAND BOARD, WAFER BOARD, COMPLY
USE 1.5
HAVE CAREFULLY AND THOROUGHLY REVIEWED THE DRAWINGS3 AND
INSPECTION - SPECIAL INSPECTION AS REQUIRED BY BUILDING
A. WATER REDUCING ADMIXTURE: MUST CONFORM TO ASTM C494.
EACH SHEET SHALL
L
STRUCTURAL NOTES AND HAVE FOUND THEM COMPLETE AND FREE
DEPARTMENT.
ADMIXTURES SHALL BE INCORPORATED INTO ALL CONCRP�TE IN
BEAR THE TRADEMARK OF THE AMERICAN PLYWOOD
ASSOCIATION. ALL
FROM AMBIGUITIES AND SUFFICIENT FOR THE PURPOSE INTENDED; 1.6
SHOP
EXACT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
PANELS SHALL BE APA PERFORMANCE RATED
PANELS.
FURTHER THAT,
DRAWINGS
B. THE CONTRACTOR HAS CAREFULLY EXAMINED THE SITE
THE ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN
B. SYNERGIZED PERFORMANCE SYSTEMS: CONCRETE USING
ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY WITH
THICKNESS AND LAYUP ARE AS SHOWN ON DRAWINGS. ALL PANELS SHALL
OF' THE
WORK AND THAT FROM HIS OWN INVESTIGATIONS, HE
INTENT ONLY. DIMENSIONS AND QUANTITIES ARE NOT GUARANTEED BY
BE USED
ENGINEER'S APPROVAL. DESIGN SHALL BE SUBMITTED TO THE
BE EXPOSURE 1. EXCEPT AS OTHERWISE SHOWN OR NOTED, PROVIDE
HAS
SATISFIED HIMSELF AS TO THE NATURE AND LOCATION OF'
THE ENGINEER OF RECORD, THEREFORE, THEY MUST BE VERIFIED BY
ENGINEER FOR APPROVAL.
THE FOLLOWING MINIMUM NAILING: ROOF PANEL EDGES SHALL BE
THE
WORK, AS TO THE CHARACTER, QUALITY, QUANTITIE;;
THE GENERAL CONTRACTOR. DRAWINGS FOR COMPONENTS DESIGNED
NAILED WITH 8d AT 6" ON CENTER, INTERMEDIATE SUPPORT 8d AT 12"
OF
MATERIAL AND DIFFICULTIES TO BE ENCOUNTERED, AS TO
PRIMARILY BY OTHERS SHALL BE APPROVED BY THE COMPONENT
C. AIR ENTRAINMENT: CONFORMED TO ASTM C260 AND ASTM C494
ON CENTER. FLOOR PANEL EDGES SHALL BE NAILED WITH 10d AT 6"
THE
EXTENT OF EQUIPMENT AND OTHER FACILITIES NEEDED FOR
DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR
ENTRAIN 5% PLUS /MINUS 1% BY VOLUME IN ALL EXPOSED
ON CENTER, INTERMEDIATE SUPPORT lOd AT 10" ON CENTER.
THE
PERFORMANCE OF THE WORK AND AS TO THE GENERAL AND LOCAL
LOADS IMPOSED ON THE BASIS STRUCTURE. THE COMPONENT DESIGNER
CONCRETE. 6.4
GLUED - LAMINATED
CONDITIONS, AND OTHER ITEMS WHICH MAY IN ANY WAY AFFECT
IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY
TIMBER
THE WORK OR ITS PERFORMANCE, FURTHER THAT,
CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR
D. NO OTHER ADMIXTURES PERMITTED UNLESS APPROVED BY THE
PER AITC 117 -76.
STRUCTURAL DRAWINGS. SUBMIT A REPRODUCIBLE AND ONE COPY OF
ENGINEER.
EACH MEMBER SHALL BEAR AITC QUALITY MARK.
C. THE CONTRACTOR AND ALL WORKMEN HE INTENDS TO USE
THE SHOP DRAWINGS TO THE ARCHITECT OR ENGINEER. THE
LUMBER SHALL CONFORM TO WCLIB, "STANDARD SPECIFICATIONS FOR
ARE
SKILLED AND EXPERIENCED IN THE TYPE OF CONSTRUCTION
REPRODUCIBLE WILL BE REVIEWED AND RETURNED. ALLOW 10 WORKING 3.5
REINFORCING STEEL
STRUCTURAL GLUED LAMINATED DOUGLAS FIR." CAMBERS ARE SHOWN ON
REPRESENTED BY THE DRAWINGS AND DOCUMENTS BID UPON;
DAYS FOR REyI�. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE
DRAWINGS. ALL MEMBERS SHALL BE COMBINATION 24F -V4 OR AS NOTED
AND
FURTHER THAT,
FOLLOWING:
DETAIL, FABRICATE, AND PLACE PER ACI -315 AND ACI -318 SUPPORT
HAVE EXTERIOR GLUE. ALL MEMBERS SHALL BE INDUSTRIAL
REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES.
APPEARANCE OR AS NOTED ON DRAWINGS.
D. NEITHER THE CONTRACTOR NOR ANY OF HIS EMPLOYEES, AGENTS
A. REINFORCING STEEL
6.5
TIMBER TRUSSES
INTENDED SUPPLIERS, OR SUBCONTRACTORS HAVE RELIED UPON
B• ROOF TRUSSES
A. DEFORMED BAR REINFORCEMENT: ASTM A- 615=GR 60
ANY VERBAL REPRESENTATIONS ALLEGEDLY AUTHORIZED OR
C. ENGINEERED WOOD BEAMS
B. WELDED DEFORMED BAR REINFORCEMENT: ASTM A706 GR 60
A. PRE - ENGINEERED
UNAUTHORIZED FROM THE OWNER OR HIS EMPLOYEES OR AGENTS,
D. STRUCTURAL STEEL
OR
ROOF TRUSSES SHALL BE DESIGNED FOR FULL
LIVE
INCLUDING THE ARCHITECT OR ENGINEERS, IN ASSEMBLING THE
ASTM A615 GR 40
LOADS AS SPECIFIED IN SECTION 1.3 PLUS 15 PSF DEAD
BID FIGURES; FURTHER THAT,
SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY THE CONTRACTOR
C. WELDED WIRE FABRIC: ASTM A -185
LOAD, PLUS TRUSS SYSTEM WEIGHT. ADD 2 PSF IN FIRE RATED
PRIOR TO SUBMISSION AND REVIEW BY THE ENGINEER.
& ASTM A -2
CEILING AREAS, PLUS CONCENTRATED LOADS WHERE INDICATED.
E. THE BID FIGURE IS BASED SOLELY UPON THE CONSTRUCTION
D. DEFORMED BAR ANCHORS: ASTM A -496
TRUSSES AND CONNECTIONS SHALL HAVE THE CAPACITY TO RESIST
2.0
CONTRACT DOCUMENTS AND PROPERLY ISSUED WRITTEN ADDENDA
SITE WORK
A LATERAL FORCE PERPENDICULAR TO AND AT TOP OF MASONRY OR
AND NOT UPON ANY OTHER WRITTEN OR VERBAL REPRESENTATIONS.
5.0
METALS
CONCRETE WALLS OF 200 POUNDS PER LINEAL FOOT OR AS
2.1
EXCAVATION
OTHERWISE NOTED ON DRAWINGS, IN OR OUT, WHILE SUPPORTING
1.2 CODES
5.1
WELDING
DEAD LOAD PLUS ONE HALF LIVE LOAD.
EXCAVATE FOOTINGS DOWN TO DEPTH ON DRAWINGS OR TO FIRM
A. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO
A. ALL WELDING SHALL BE IN ACCORDANCE WITH THE "STRUC'TURAL B.
TRUSS DRAWINGS MUST BE STAMPED BY A ENGINEER LICENSED IN
THE 2009 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND
UNDISTURBED MATERIAL. AREAS OVER- EXCAVATED SHALL BE
WELDING CODE ", AWS D1.1.
ADOPTED BY THE LOCAL JURISDICTION.
BACKFILLED WITH LEAN CONCRETE (F'c =2000 PSI), AND SHALL BE AT
THE STATE OF WASHINGTON.
THE CONTRACTOR'S EXPENSE. SEE DRAWINGS FOR TYPICAL DETAIL
B. ALL WELDING SHALL BE BY CERTIFIED WELDERS, USING, E70
C.
B. ALL REFERENCE TO OTHER CODES, ACI, ASTM ETC.,SHALL BE FOR
SHOWING FOUNDATION WALL CROSSING PIPELINES. SEE CIVIL
ELECTRODES. FOR ALL COMPLETE JOINT PENETRATION GROOVE
TOP CHORD MEMBER OF TRUSSES TO BE MINIMUM OF #2 DOUG FIR
LATEST OR MOST CURRENT EDITION AVAILABLE.
DRAWINGS FOR APPROXIMATE LOCATION OF EXISTING PIPELINES.
WELDS, FILLER METAL SHALL BE USED THAT PASSES A MINIMUM
D.
OF CVN TOUGHNESS OF 20ft -lbs AT MINUMS 20 degrees F, AS
PRE - ENGINEERED ROOF TRUSSES INCLUDING BRIDGING, BLOCKING
1.3 UNIFORM LOADS: 2.2
BACKFILL AND COMPACTION
DETERMINED BY AWS CLASSIFICATIONS OR MANUFACTURER
ECT. SHEAN BE BY PRE - APPROVED MANUFACTURER AND
CERTIFICATION.
CONSTRUCTUED IN ACCORDANCE WITH THE TRUSS PLATE
LOADS LIVE LOAD DEAD LOAD
BACKFILL AGAINST WALLS SHALL NOT BE PLACED UNTIL AFTER THE
INSTITUTE.
REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL
C. NO WELDING OF REINFORCING STEEL SHALL BE ALLOWED EXCEPT 6.6
STEEL PROTECTION
ROOF 25 PSF* ACTUAL
SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR
WHERE SHOWN. ALL WELDING OF REINFORCEMENT SHALL BFI PER
SECOND FLOOR 40 PSF ACTUAL
BACKFILL. IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL OTHER
AWS D12.1.
A. ALL FASTENERS
SLAB ON GRADE 100 PSF ACTUAL
THAN PEA GRAVEL SHOULD BE GRANULAR IN NATURE, PLACED IN 6 INCH
IN CONTRACT WITH PRESSURE TREATED LUMBER
LIFTS AND COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DRY DENSITY 5.2
STRUCTURAL STEEL
SHALL BE ZINC COATED IN ACCORDANCE WITH ASTM B 695, CLASS
AS DETERMINED BY ASTM: D -1557. THE FILL SHOULD BE LIMITED TO
55 MINIMUM. FASTENERS EXPOSED TO WEATHER MUST MEET THE
* 15% INCREASE IN STRESSES FOR WOOD FRAMING ALLOWED
CLEAN, GRANULAR MATERIAL CONFORMING TO WSDOT :GRAVEL BACKILL
A. ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TC
REQUIREMENTS OF THE PRESSURE TREATING MANUFACTURE'S
MINIMUM.
FOR SNOW LIVE LOAD
FOR WALLS" UNLESS SPECIFIED ELSEWISE BY ENGINEER OF RECORD.
THE AISC, "MANUAL OF STEEL CONSTRUCTION:, LATEST EDITION.
IN ABSENCE OF A MINIMUM THE MINIMUM MUST BE
ASTM A 653, TYPE G195.
PEA GRAVEL FILL WHERE SPECIFIED ON DRAWINGS SHALL HAVE A
SEE SECTION 2304.9.5 OF THE 2009
B. CONCENTRATED LOADS:
MAXIMUM PARTICLE SIZE OF 3/8" DIAMETER.
B. STEEL SHAPES AND PLATES SHALL BE ASTM A992, GRADE 50KSI.
IBC FOR ADDITIONAL INFORMATION.
MECHANICAL UNITS OR OTHER CONCENTRATED LOADS ON ROOF OR 3.0
STRUCTURAL CONCRETE
C. PIPE COLUMNS SHALL BE OF SIZE AS SHOWN AND PER ASTM A -53,
FLOOR AS INDICATED. IT SHALL BE THE RESPONSIBILITY OF
TYPE S, GRADE B (Fy = 35 KSI).
EACH MANUFACTURER OF ALL PRE - ENGINEERED SYSTEMS (TRUSSES, 3.1
GENERAL
ETC.) TO DESIGN THEIR SYSTEM FOR THESE LOADS.
D. TUBE COLUMNS SHALL BE OF SIZE AS SHOWN AND PER ASTM
ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS
A -500, GRADE B (Fy =46 KSI).
C. LATERAL LOADS:
FOR "ULTIMATE STRENGTH TYPE CONCRETE ", PER ACI -3011
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ".
E. BOLTS SHALL BE ASTM A -307, MIN UNO.
ALLOW 33 -1/3% INCREASE IN STRESSES FOR WIND AND SEISMMIC
PROPORTIONING OF INGREDIENT FOR EACH CONCRETE MIX SHALL BE BY
FORCES. LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM
METHOD 2 OR THE ALTERNATE PROCEDURE (306) WINTER CONCRETING
F. EXPANSION ANCHORS SHALL BE HILTI CONCRETE ANCHORS AS
ACTION OF THE ROOF TO SHEAR WALLS AND /OR FRAMES. LOADS
AND ACI -605 (305) FOR HOT WEATHER CONCRETING. USE INTERIOR
MANUFACTURED BY HILTI CORPORATION OR APPROVED EQUAL AND
ARE THEN TRANSFERRED TO FOOTINGS BY SHEAR WALL OR FRAME
MECHANICAL VIBRATORS WITH 7000 RPM MINIMUM FREQUENCY. DO NOT
SHALL BE OF THE TYPE NOTED ON THE DRAWINGS.
ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE
OVER - VIBRATE. CONCRETE SHALL BE PLACED MONOLITHICALLY BETWEEN
PRESSURE OF EARTH AND SLIDING FRICTION OF EARTH.
CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED
G. METAL PROTECTION: ALL STEEL EXPOSED TO WEATHER,
OVERTURNING IS RESISTED BY THE DEAD LOAD OF THE
CONCRETE FROM PREMATURE DRYING EXCESSIVE HOT OR COLD
MOISTURE, SOIL, OR AS NOTED SHALL BE GALVANIZED PER ASTM
STRUCTURE.
TEMPERATURE FOR SEVEN DAYS AFTER POURING. PROVIDE ARCHITECT/
A -123 WITH 1.25 OZ. OF ZINC SPELTER PER SQUARE FOOT OF
ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS
SURFACE AREA. ALL OTHER STEEL SURFACES TO BE SHOP
D. WIND: WIND DESIGN SHALL BE IN ACCORDANCE WITH
FOR HIS APPROVAL.
PAINTED AFTER FABRICATION.
CHAPTER 1609 OF THE IBC AND ASCE 7 -05 SECTION
6.4. 3.2
STRENGTH 6.0
CARPENTRY
BASIC WIND SPEED: 85 MPH ZONE
TWENTY -EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE:
ALL 2x FRAMING LUMBER SHALL BE DOUG -FIR NO.2 OR BETTER. ALL 4x
OR 6x MEMBERS SHALL BE DOUG -FIR NO.1 OR AS SHOWN ON THE
EXPOSURE: B
PSI SLUMP
DRAWINGS. 2" LUMBER SHALL BE KILN DRIED (KD). EACH PIECF OF
LUMBER SHALL BEAR A STAMP OF THE WEST COAST LUMBER INSPECTION
IMPORTANCE FACTOR: 1.00
SLABS 3000 4" +/- 1"
BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. STORE LUP"IBER
FOOTINGS 3000 4" 1"
WHERE IT WILL REMAIN DRY DURING CONSTRUCTION.
COLUMNS, VERTCIALLY FORMED
WALLS 3000 4" +/- lit 6.1
CARPENTRY HARDWARE
THESE
SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF
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JOB NO.
53.0
TYPICAL SHEAR WALL NOTES
Use 5/8" dia. by 10" Anchor Bolts (AB's) with single plates and 5/8" dia. by 12" AB's with double
and 3x plates spaced as shown on the drawings. AB's shall have 7" of embedment into footing, shall
be centered in the stud wall, and shall project through the bottom plate of the wall and have a
3x3x1/4 plate washer. At existing foundation use 5/8" diameter Simpson Titen HG bolts with
minimum of 4" embedment into the existing concrete.
All wall sheathing shall be 1/2" CDX plywood, 5/8" T1 -11 siding, or 7/16" OSB with exterior
exposure glue and span rated "SR 24/0" or better. All free sheathing edges shall be blocked with 2x4
or 2x6 flat blocking except where noted on the drawings or below.
All nails shall be 8d or l Od common (8d common nails must be 0.131 inch diameter, Senco KC27
Nails are equivalent. If l Od common nails are called for the diameter must be 0.148 inches, Senco
MD23 Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below
or as in the drawings. Nail spacings shall be 12" o.c. for all field nailing except as noted.
Hold downs are Simpson "Strong Tie" and shall be installed per the manufacture's recommendation.
Equivalent hold downs by United Steel Products Company "Kant -Sag" that have ICBO approval can
be substituted in place of Simpson hold downs. All Floor systems must be blocked solid below
member that the hold down is attached to. This block should be equal to or larger than the member
the hold down is attached to and be placed as a "squash block ".
All double and triple studs shall glued and nailed together with l Od's at 3" o.c. for each layer.
All 4x studs are to be #2 DF and all 6x studs are to be #1 DF when used for hold downs and shear
walls.
All fasteners in contract with pressure treated lumber shall be zinc coated in accordance with
ASTM B 695, Class 55 minimum. Fasteners exposed to weather must meet the requirements
of the pressure treating manufacture's minimum. IN ADDITON, the contractor shall
coordinate connector /fastener coating requirements with recommendations from
connector /fastener manufacturer and type of pressure treating chemical and retention being
used. See Section 2304.9.5 of the 2009 IBC for additional information.
ALL WALL AND ROOF FRAMING LUMBER SHALL BE DOUG -FIR #2 OR BETTER.
NOTE: MST STRAPS attaches to (2) 2x or 4x studs in wall above and below unless noted
otherwise. Nail all holes with 16d sinkers.
FAI
sheathing
SHEAR WALL SCHEDULE
RE
Q sheathing nailed with l Od's at 4" on center all edges.
HOLD DOWN SCHEDULE
It is the responsibility of the contractor to locate hold down anchor bolt to accommodate all
structural framing. Anchor bolt to be located nearest the corner or opening at the end of the
shear wall. All foundation vents to be a minimum of 12" off centerline of the anchor bolt on
either side. Holdown stud to be coordinated with shear wall panel edge framing
requirements. Larger stud size controls
* For holdown anchor bolt embedment greater that foundation depth, thicken footing
for 2' -0" either side of holdown anchor bolt to a depth that provides for 3" clear
below the bottom of the anchor bolt. Provide (2) additional #4 x 3' -0" pieces of
longitudinal rebar at this location.
OHD U2 attaches to concrete foundation with a Simpson SSTB 16. HDU2 attaches to
double 2x studs or 4x or 6x stud with (6) Simpson SDS 1/4 X 3 Wood
Screws in wall above.
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1N SHEAR WALL CONT.
aTYPICAL SHEAR WALL CALL OUT
SEE SHEAR WALL SCHEDULE
O TYPICAL HOLDOWN CALL OUT
SEE HOLDOWN SCHEDULE
%6�'*HIAR WALL PLAN
SCALE: 1 /8" ■ P -0"
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