20190050 20190305100911966 shop concrete design4. 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.
MAR 0 5 2099
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NPR SHOP 513
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Special Inspections:
Building Identification: STAR Job 16—B-78513 Building Size:48x30x18, 1.5:12 pitch roof --1338 total ft"2 enclosed.
Building Risk Cat II, Construction Type IIB, no sprinklers
1. Statement of Special Inspection: Special inspection
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Occupancy: S1 (Vehicle Parts),
beyond that normally inspected in the sequence of
construction by the building offical is required for
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Occupancy Density 100 Ft^2/occupant, Occupant load 13 people per Chapter 10,
following:
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Requires 1 exit, max travel 200 feet. provided 1 egress routes travel distance less than
High—Strength Bolts — A325 pretensloning for
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100 feet
Building Main Frames connections.
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Size Restrictions: Table 506.2 — 17500 ft"2, without setback increases, Section 903.2.9.1 12,000 ft^2
Seismic Resistance —Wind Resistance special
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inspection required for wind and seismic beyond
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normally provided by the building official.
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Notes:
Contents:
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This project builds a new shop for removal and storage of automotive parts. The building will be a pre --engineered building from Star Building
Systems, supported on a reinforced concrete foundations.
Floor Plan
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Plans Site plan by others
Foundation Plan
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Foundation Details
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NREC Low—Energy Building — power devoted to heating is limited to 4549 BTUs/hr.
R25+R11ci for roof, 1313+1310c] Walls, R10 foundation. Vapor Barriers shall be installed on the heated side with sealed joints and openings,
Floor Reinforcement
S1.4
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All weather barriers shall be sealed and or caulked consistent with industry good practice. Air Leak Test Required, envelope surface 5688 SF.
Lighting Plan
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Lighting Design per WEC C405. Substitutions controls and fixture by approval only
Ventilation Plan
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Building Design Loads:
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Building — see Star Building Systems Job Number 16—B-78513
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Soil: 1500 PSF vertical bearing.
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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.
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QUALITY ASSURANCE:
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1. The owner shall retain on inspection Service Independent from the building contractor. The Inspection Service shall be responsible for performing
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inspections when ordred by the contractor, collecting quality assuance documents, and certifing complance with the plans and specifications.
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2. See below for inspection points.
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3. The inspections conducted the building official will satisfy the those items usually inspected by the building offiicial. The building official shall
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designate those items that will be inspected by the building official.
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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.
MAR 0 5 2099
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WEST WALL ELEVATION
513 SHOP
Scale 3116"=1 ft
SOUTH WALL ELEVATION 513 SHOP
Scale 3116"=1 ft
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1.5 12
1' II E ! I I 12x12 OH Door
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FOUNDATION PLAN
Scale 3116"=1 ft
13'-
13'
1'-2"
10„
31
10"
A B YD E
14' 20' 14'
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MAR 0 5 2099
1 8 -INCH FROST WALLS CT ON
s1.z scale 112°=1 ft
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S1.2 Scale 314"=1 ft
Frost deal Air
Boundary
Wall
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Four -Bolt Thrust
Channel, Four J" dia x
18" min Anchor bolts,
3" ro'ection
5 JAMB DETAIL
51.2 Scale 314"=1 ft
R-10 Foundation Insulation,
Door
Jamb
rConcrete Floor '.
#3 8"02" hoops spaced 3" for 2
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PLINTH I I„�
spaces and 6" thereafter.
6cted
Provide suitable flashing or
Four T" dia x 18" min Anchor
#3 8"x12" hoops spaced '
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other protective cover
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#5 cane bars ties plinth to floor
3” for 2 spaces -arid 6" E
3" cover.
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FOOTING
Concrete floor
Concrete floor
thereafter. _
with four #5 x48"rebar spaced 8"
8"x24" Frost wall, M.., ,
OI�PACTEp `GRAVEL
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Two #5 rebar top and
FOOTING I
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Two -Bolt Thrust Angle
Bottom, La 24"
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24"x30"x12 conc footing_
# 3x20" frostwall vert I
with two #4 x24" rear -E
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Jamb Anchor Bolts per�,....
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space 10"
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spaced 8" long way��and
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Anchor Bo It Plan, 12
Two #4 x 18 rebar spaQed
length 2" projection
6" shortway with 6" botgrri
R-10
Foundation
Cover Six #5 8"x29"
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Insulation ---8"
spaced 5
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F2 PLAN VIEW
Scale 314"=1 ft #4 24x24 CORNER BARS
FOOTING
24"x28"x12 conc footing
with two #4 x22" rebar spaced 8"
long way and Two #4 x 18"rebar
spaced 6" shortway with 6"
bottom cover.
Six #5 8"x29" verts spaced 5"
PLINTH
#3 8"x12" hoops spaced 3" for 2
spaces and 6" thereafter.
Four -Bolt Thrust Channel
Four J" dia x 18" min Anchor
bolts, 3" projection
F3 PLAN VIEW
Scale 3/4"=1 ft
PLAN VIEW F4 133
Scale 112"=1 ft 1 -2�
FOOTING I
'---I 54"x48"x12 conc footing
with four #5 x48"rebar spaced 8"
long way, and four #5x42" spaced
10" short way with 6" bottom
cover. six #5 8"x29" verts
__ spaced 5"
0. ' 2'-4" PLINTH ,
#3 8"x12" hoops spaced 3" for 2
spaces and 6" thereafter.
Four -Balt Thrust Channel
-1' Four i" dia x 18" min Anchor
bolts, 3" projection —
#5 cane bars ties plinth to floor
FOOTING
24"x30"x12 conc footing
with two #4 x24" rebar spaced 8" long
way and Two #4 x 18"rebar spaced 6"
shortway with 6" bottom Cover
Six #5 8"x29" verts spaced 5"
PLINTH o
#3 8"x12" hoops spaced
3" for 2 spaces and 6" 1', .4" o
thereafter.
Four -Bolt Thrust Channel
Four J" dia x 18" min
Anchor bolts, 3" projection 2-6'
�„ 4 F4 SECTION
'-%2 si.z Scale 112"=1 ft
Seal Air
Boundary
Frost
Wall
s PLAN VIEW F4 Four #5 rebar in footing, 8" OC as
51.2 Scale 112"=1 ft shown
Two # 5 Cane bars into slab, 22
degrees, as shown.
Two #5 Horz Bars #3 Verts, Six #5 8"00" vertical "L" bars.
top and bottom of 6x18x6 3 8"x12" hoops spaced 3"OC for 2
Frost wall 12" OC spaces, 6" OC thereafter
/Minimum 8" Iona anchor bolts , Frost Wall
T.5
Four -Bolt Thrust Channel, Four"
dia x 18" min
Anchor bolts, 3"
projection
PLINTH
#3 8"02" hoops spaced 3" for 2
spaces and 6" thereafter.
Four -Bolt Thrust Channel
Four T" dia x 18" min Anchor
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bolts, 3" projection
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#5 cane bars ties plinth to floor
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3" cover.
FOOTING
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54"x48"x12 conc footing
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with four #5 x48"rebar spaced 8"
long way, and four #5x42" spaced
10" short way with 6 bottom
�npactea 603 V617, cover. six #5 8"x29" verts
spaced 5"
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Rebar shapes
2 Bolt Trust
Angle
#3 8x12 hoop 3/16x2x2 angle
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Double -Nut
#5 8x29 Vert 21„ �R1 s' 8' anchor bolts
2
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per Anchor
bolt plan
2P -5)p
1— 7/8
2 �
1--7/8 #5 24x24
corner bars
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Kpi 1„
#5 Cane bars -- 10 f oot bars
4 Bolt Trust Angle
for 4x4 gage
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6),C8x11, 5 Channel or
larger
Double—Nut anchor
bolts
Drill Holes per
Anchor bolt plan
#3x20"vert
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1'--8"
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