Floors Bldg 515 WarehouseNPR Warehouse 515
Building Identification: STAR Job 16—B-78518 Building Size:40x60x18 enclosed, 40x20 canopy, 1.5:12 pitch roof --
3200 total ft^2.
Building Risk Cat II, Construction Type IIB, no sprinklers
Occupancy: S1 (Vehicle Repair Parts),
Occupancy Density 500 Ft^2/occupant, Occupant load 6 people per Chapter 10,
Requires 1 exit, max travel 200 feet. provided 1 egress routes travel distance less than
100 feet
Size Restrictions: Table 506.2 -- 17500 ft^2, without setback increases, Section 903.2.9.1 12,000 ft^2
Notes:
This project builds a new warehouse for motor vehicles repair parts. The building will be a pre—engineered building from Star Building Systems,
supported on a reinforced concrete foundations.
Plans Site plan by others
NREC Heated Building R25+R11LS for roof, R13+R10ci Walls, R10 foundation. Man Doors U<=0.37, Overhead door U<=.34
Vapor Barriers shall be installed on the heated side with sealed joints and openings, All weather barriers shall be sealed and or caulked
consistent with industry good practice. Building air tightness test required, Envelope area 8400 SF.
Lighting Design per WEC C405, Substitutions of controls and fixtures by approval.
LOADs:
Building— See Steel Building submittal
Soil: 1500 PSF vertical bearing.
Materials:
Steel Building: See steel building submittal
Concrete: Fc"=3000
Rebar: ASTM A615 grade 60 except #3 hoops may be Grade 40, use ASTM A706 rebar for all welded applications.
Anchor Bolts: ASTM A307 or ASTM A36 or better threaded Rod with Nuts, or J—Bolts,
QUALITY ASSURANCE:
1. The owner shall retain an inspection Service independent from the building contractor. The inspection Service shall be responsible for performing
inspections when ordred by the contractor, collecting quality assuonce documents, and certifing complance with the plans and specifications.
2. See below for inspection points.
3. The inspections conducted the building official will satisfy the those items usually inspected by the building offiicial. The building official shall
designate those items that will be inspected by the building official.
4. The contractor shall ensure that all inspections are performed and are satisfactory before work is covered. Work covered before it can be certified
satisfactory may be ordered to be opened for inspection at the contractor's expense. Items that are designated unsatisfactory shall be corrected at
the contractor's expense.
Special Inspections:
1. Statement of Special Inspection: Special inspection
beyond that normally inspected in the sequence of
construction by the building offical is required for
following:
High—Strength Bolts — A325 pretensioning for
Building Main Frames connections.
Seismic Resistance — Wind Resistance — No special
inspection required for wind and seismic beyond those
normally provided by the building official.
Contents:
Floor Plan
A1.1
Elevations
A2.1
Foundation Plan
S1.1
Foundation Details
S1.2
Floor Reinforcement
S1.4
Lighting Plan
E1.1
Ventilation Plan
M1.1
& S1.3
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FOUNDATION PLAN
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"8 -INCH FROST WALLS CT ON
51.2 Scale 112"=1 ft
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Concrete floor
Frost wall, OMPACTEb,�GRAVEI
Two #5 rebar top and m
Bottom, Lap 24" o
#3 x20" frostwall vert ' p as
space 10" L
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R-10
Foundation
Insulation "
F2A PLAN VIEW F2C PLAN VIEW F3C PLAN VIEW
Scale 314"=1 ft #4 24x24 CORNER BARS Scale 314"=1 ft #4 24x24 CORNER BARS Scale 314"=1 ft 5 " L0
FOOTING FOOTING j 0
24"x28"x12 conc footing 2'� 24"x28"x12 conc footing 2 1 U1 (LI
with two #4 x22" rebar spaced 8" with two #4 x22" rebar spaced 8" n O O
long way and Two #4 x 18"rebar - ____ long way and Two #4 x 18"rebar -- FOOTING o o = S 00
spaced 6" shortway with 6" spaced 6" shortway with 6" "
36 x36 x12 conc footing o o
bottom cover. bottom cover. 1 0 _Q
„ with four #4x30" rebar � d 0
Six #5 8 x29 verts spaced 5 o Six #5 8 x29 vents spaced 5 0 spaced 6" and 6" bottom"
2'-4" 1 —1 2'-4' P 1 —10 Z 3
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Cover both ways.
PLINTH PLINTH Six #5 8"x29" verts
#3 8"x12" hoops spaced 3" for 2 #3 8"x12" hoops spaced 3" for 2 P:�
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spaces and 6" thereafter. spaces and 6" thereafter. PLINTH 1'-2
1'—z1 #3 8"x12" hoops spaced 1 3r I
Four --Bolt Thrust Channel Four—Bolt Thrust Channel 3" for 2 spaces and 6"
Four " dia x 18" min Anchor Four " dia x 18" min Anchor P Four—Bolt Thrust Channel
thereafter. Four J" dia x 1$" min (rj
bolts, 3" projection bolts, 3" projection „
1'-4" 1'-4" Anchor bolts, 3 projection
AF3B PLAN VIEW FOOTING F3C PLAN VIEW FOOTING A 2 F3 SECTION S AR Four—Bolt Thrust
Scale 314"=1 ft 24"00%12 conc footing Scale 314"=1 ft 24"x30"x12 conc footing si.2 Scale 314"=1 ft BLDG Channel, Four dia x 661
with two #4 x24" rebar spaced 8" long with two #4 x24" rebar spaced 8" long Seal Air 18" min Anchor bolts,
" ' " BOUndar 3" Prolection
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way and Two #4 x 18 rebar spaced 6' way and Two #4 x 18"
rebar rebar spaced 6 y ❑ rn
shortway with 6" bottom Cover shortway with 6" bottom Cover ,.....,_, ,._ _,. Concrete Floor `�.
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-- #3 8 x12 hoops 1�oaced o0
3" for 2 spaces
- thereafter.
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PLINTH o o PLINTH r-O
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3 8"x12" hoo s s aced 3 8"x12" hoo s s aced o j l
3" for 2 spaces and 6" 1'-4" 1'-4" 3" for 2 spaces and 6" 1'-4' FOOTING I • i E w' 'ri i i MAR 5 2019
thereafter. thereafter. 36"x36"x12 conc fo'.ot:iHg - W
rr r with four 4x30" retia r �of unsk�'4�
Four—Bolt Thrust
�� Channel Four—Bolt Thrust
�� Channel spaced 6" and 6" 13:ot: Porn
Four dia x 18 min Four dia x 18 min
„ I Cover both ways,. $
Anchor bolts, 3 projection 2 —g Anchor bolts, 3 projection —g'� ' rr I -
Six 5 8x29 vents f y,
# cornp_acted��{avel,�,,�
SSTONAk E��S
F3A PLAN VIEW
Scale 3I4"=1 ft
FOOTING
36"x36"x12 conc footing
with four #4x30" rebar
spaced 6" and 6" bottom
Cover both ways.
Six #5 8"x29" verts
PLINTH
#3 8"x12" hoops spaced
3" for 2 spaces and 6"
thereafter.
F4A PLAN VIEW
Scale 314"=1 ft
FOOTING
42"x42"x12" conc footing
with four #436" rebar
spaced 6" both ways, 6"
bottom. Four #5 8x17
verts spaced 6"
LI N TH
3 8"x8" hoops spaced 3"
5J"
v-1,04"
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Four -Bolt Thrust Channel
Four J" dia x 18" min
Anchor bolts, 3" projection
3'-6,'
1 F4A SECTION FOOTING
42"x42"x12" conc footing with four
Scale 314"=1 ft #4x36" rebar spaceboth ways, 6"
bottom.
Concrete Floor Concrete Floor
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2" of sand or f`
crushed stone �..
Four—Bolt Thrust Chann&
Four J" dia x 18" min
Anchor bolts, 3" projection
F4 PLAN VIEW
Scale 1!2"=1 ft I f-4"
FOOTING r
54"x42"x12" conc footing
with four #406" rebar spaced T4
10" and four #448" spaced 6"
bottom Cover both ways. o
Six #5 8"x2g" verts spaced 7". i V-2" i 3'-s"
PLINTH
#3 8"x12" hoops spaced 3" for
2 spaces and 6" thereafter.
Four -Bolt Thrust Channel L _ - r _ _ _ —I
Four J" dia x 18" min Anchor
bolts, 3" projection
Rebar shapes
4 Balt Trust Angle
for 4x4 gage
C8x11.5 Channel or
° larger
f Double—Nut anchor
bolts
Drill Holes per
Anchor bolt plan
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#5 8x29 Vert2 �� �1$,
anchor bolts
Drill Holes
per Anchor
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2'-5"
#5 8x17 Vert
#3 8x8 hoop
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for 4x4 gage
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CONTROL JOINT DETAIL SAW—CUT
CONTROL JOINT
Scale 1"=6"
1-1/2" deep,
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33 COMPACTED ROAD BASE
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LIGHTING PLAN
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FLOOR PLAN
Scale 118"=1 ft t
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�)( Exhaust Fan with back—flow check
damper
Motorized Air Boundary Damper,
C) Suitable Exterior Hardware for supply
and exhaust ports, screened
Manual Switch,
2
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4
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Part
DISCRIPTION
Size
POWER--
05__d
F1
Exhaust DOAS
6"
120VAC
d
D1
Motorized Damper
6"
120VAC
Damper OPEN if D2 is open, Supply Air
D2
Motorized Damper
6"
120VAC
Damper OPEN if F1 1s on, Discharge Air
System Description— This system provide minimum fresh air for the warehous ased on the
Washington Ventilation Code. It has an inlet and discharged damper and a single The
DOAS system is activated when the room lights are on. Specific fan selection and Pers
will be by the mechanical contractor. These fans must be:
Low sone,
Flow capacities at or near above that specified
Durable and reliable-- 2 --year warrantee
System commissioning will included verifying fan and damper operation and that air flows are at
or very near those specified.
Ducting was intended to be standard metal duct. Lay out can be as best fits the building, but
supply and discharge need to be separated sufficient to assure air mixing with the whole room.
DOAS SYSTEM
1.0
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Part
DISCRIPTION
Size
POWER--
Flow QoMment
F1
Exhaust DOAS
6"
120VAC
137 CFM Fan ON with room lights
D1
Motorized Damper
6"
120VAC
Damper OPEN if D2 is open, Supply Air
D2
Motorized Damper
6"
120VAC
Damper OPEN if F1 1s on, Discharge Air
Motorized dampers are part of the air boundary and must have low leakage sufficient to pass the fan—door test.
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