Floors Bldg 518 Repair ShopMaterials: 0
Steel Building: See steel building submittal
Concrete: Fc"=3000
Rebar: ASTM A615 grade 60 except #3 hoops may be Grade 40, use ASTM A706 rebor for all welded applications. LULU
Anchor Bolts: ASTM A307 or ASTM A36 or better threaded Rod with Nuts, or J—Bolts,
QUALITY ASSURANCE: z oCo
1. The owner shall retain on inspection Service independent from the building contractor. The Inspection Service shall be responsible for performing � 7 o
inspections when ordred by the contractor, collecting quality assuance documents, and certifing complance with the plans and specifications.
2. See below for inspection points. o w Cl)
3. The inspections conducted the building official will satisfy the those items usually inspected by the building offiicial. The building official shall 00 c
designate those items that will be inspected by the building official. LU a
4. The contractor shall ensure that all inspections are performed and ore satisfactory before work is covered. Work covered before it can be certified
satisfactory may be ordered to be opened for inspection at the contractors expense. Items that are designated unsatisfactory shall be corrected at�
the contractor's expense.
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NPR REPAIR SHOP 518
Special Inspections:
a,
Building Identification: STAR Job 16—B-78518 Building Size:30x23x16, 1.5:12 pitch roof --
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8556 total ft"2.
1. Statement of Special Inspection: Special inspection
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Building Risk Cat II, Construction Type 1113, no sprinklers
beyond that normally inspected in the sequence of
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Occupancy: S1 (Vehicle Repair),
construction by the building offical is required for
following:
6 N
5 L
Occupancy Density 100 Ft 2/occupant, Occupant load 6 people per Chapter 10,
High—Strength Bolts — A325 pretensioning for
0) 2:
Requires 1 exit, max travel 200 feet. provided 1 egress routes travel distance less than
Building Main Frames connections.
CY_ . D
100 feet
Seismic Resistance —Wind Resistance — No special
ft^2
inspection required for wind and seismic beyond those
Size Restrictions: Table 506.2 — 17500 ft^2, without setback increases, Section 903.2.9.1 12.000
normally provided by the building official.
Notes:
Con ~ e n t S •
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This project builds a new shop for repair of motor vehicles. The building will be a pre --engineered building from Star Building Systems, supported on a
reinforced concrete foundations.
Floor Plan A1.1
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Plans Site plan by others
Elevations A2.1
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Foundation Plan S1.1
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NREC Heated Building R25+R11ci for roof, R13+R10ci Walls, R10 foundation. Man Doors U<=0.37, Overhead door lJ<=.34
Vapor Barriers shall be installed on the heated side with sealed joints and openings, All weather barriers shall be sealed and or caulked
Foundation Details S1.2 & S1.3
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consistent with industry good practice.
Floor Reinforcement S1.4
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Lighting Design build by others, Lighting wattage is limited as listed on sheet A1.1.
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LOADs:
Snow: Pf=25 PSF
Wind: 85MPH, Exposure C, ht=20ft, Partially Enclosed, Kz=1.0, Kt=1.0, qs=18.5. PSF Iw=1.0
P4
Seismic: Cs= 0.13, Ss=..479, S1=.147, Sds=.453 Sd1=.216, Fa=1.415, Fv=2.213, R=3.5 (OSMF) Rho=1.0
_--
Dead for steel building 5 PSF, dead for wood walls 15 PSF.
Soil: 1500 PSF vertical bearing.
Materials: 0
Steel Building: See steel building submittal
Concrete: Fc"=3000
Rebar: ASTM A615 grade 60 except #3 hoops may be Grade 40, use ASTM A706 rebor for all welded applications. LULU
Anchor Bolts: ASTM A307 or ASTM A36 or better threaded Rod with Nuts, or J—Bolts,
QUALITY ASSURANCE: z oCo
1. The owner shall retain on inspection Service independent from the building contractor. The Inspection Service shall be responsible for performing � 7 o
inspections when ordred by the contractor, collecting quality assuance documents, and certifing complance with the plans and specifications.
2. See below for inspection points. o w Cl)
3. The inspections conducted the building official will satisfy the those items usually inspected by the building offiicial. The building official shall 00 c
designate those items that will be inspected by the building official. LU a
4. The contractor shall ensure that all inspections are performed and ore satisfactory before work is covered. Work covered before it can be certified
satisfactory may be ordered to be opened for inspection at the contractors expense. Items that are designated unsatisfactory shall be corrected at�
the contractor's expense.
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FLOOR PLAN
Scale 114"=1 k A B
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4ftx5ft landing
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Single
Single Bay — 621 SF
Lighting Allowance —285W = .46w/ft2x621SF
750W exterior, Zone 3 Base
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Insulation Requirements —
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Roof R25+R11LS
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Walls R13+R10CI
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Foundation R10 rigid
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Man door U<= 0.37
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Overhead Door U<= 0.34
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❑verhead door
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EXIT
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3070 MD
4ftx5ft landing
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OUTH SIDE ELEVATION
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1.5 [lT2--
NORTH SIDE ELEVATION
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EAST SIDE ELEVATION
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"8 -INCH FROST WALL SFCJON
S1.2 Scale 112"=1 ft
8"x24" Frost wall,
Two #5 rebar top and
Bottom, Lap 24"
#3 x20" frostwall vert I
space 10"
R-10
Foundation
Insulation "
Scale 3141'1 ft #4 2424 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 i" dia x 18" min Anchor
bolts, 3" projection
Concrete floor
F2C PLAN VIEW
Scale 31411=1 ft #4 24x24 CORNER BARS
FOOTING
�I 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.
o Six #5 8"x29" verts spaced 5" E
2'-4" 1
0
PLINTH
#3 8"x12" hoops spaced 3" for 2
spaces and 6" thereafter.
'-2
Four --Bolt Thrust Channel
Four J" dia x 18" min Anchor
bolts, 3" projection
2 SECTION VIEW F3 Four #5 rebar in footing, 8" OC as
shown
51.2 Scale 112"=1 ft Two # 5 Cane bars into slab, 22
Two #5 Horz Bars #3 Verts,
top and bottom of 6x18x6
Frost wall 12" OC
Minimum
degrees, as shown.
Six #5 8"x30" vertical "L" bars.
3 8"x12" hoops spaced 3"OC for 2
spaces, 6" OC thereafter
8" long anchor bolts Frost wall
3' 3
11ptlonal Forminp Aid
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317315 SECTION Four—Bolt Thrust Channel, Four"
S1.2 Scale 1I2"=1 ft dia x 18" min Anchor bolts, 3"
aro lection
Seal Air
'i Boundary
F313 PLAN VIEW
FOOTING
F3C PLAN VIEW
FOOTING
Scale 3141'=1 ft
24"x30"x12 conc
footing
Scale 31411=1 ft
24"x30"x12 cone footing
with two #4 x24"
rebar spaced 8" long
with two #4 x24" rebar spaced 8" long
„ way and Two #4
x 18"rebar spaced 6"
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way and Two
#4 x 18"rebar spaced 6"
shortway with 6"
bottom Cover
shortway with
6" bottom Cover
Six #5 8"x29" verts spaced 5"
Six #5 8"x29"
verts spaced 5"
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PLINTH°
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PLINTH
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#3 8"x12" hoops
spaced
#3 8"x12" hoops
spaced
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° 1
3" for 2 spaces and 6" 1'--4"
° ° 1'-4"
3" for 2 spaces and. 6"
thereafter.
thereafter.
1 —2�
2
Four—Bolt Thrust
Channel
Four—Bolt Thrust
Channel
Four i" dia x 18"
rain
Four J" dia x 18"
min
Anchor bolts, 3
projection
Anchor bolts, 3
projection
Fros
Wall
PLINTH
#3 8"x12" hoops spaced 3" for 2
spaces and 6" thereafter.
Four—Bolt Thrust Channel
Four i" dia x 18" min Anchor
bolts, 3" projection
#5 cane bars ties plinth to floor
3" cover.
FOOTING
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"
F3C SECTION Four—Bolt Thrust Channel, Four"
Scale 112"=1 ft dia x 18" min Anchor bolts, 3"
pro lection
Seal Air
Boundary
Fros
Wall
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
#5 cane bars ties plinth to floor
3" cover.
FOOT1 NG
54"x48"x12 conc footing
with four #5 x48"rebar spaced
long way, and four #5x42" spa
10" short way with 6" bottom
cover. six #5 8"x29" verts
spaced 5"
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