HomeMy WebLinkAboutSTRUCTURAL DESIGN - 95-00031 - Millhollow Frozen Yogurt - New BuildingG & S STRUCTURAL ENGINEERS.
P.O. BOX 50338
IDAHO FALLS, IDAHO 83405
Silvertree Builders
1750 W. zvoa N.
Rexburg, Idaho 8344+D
Re: Millhollow Yogurt Restaurant
Rexburg , Idaho
Gentlemen ,
This
perf ormed
The stru
DESIGNERS & CONSULTANTS
November
#94
z,
214
1994
letter is to certify that G&S Structural
a structt�rA a mac 4 .-�., .P..�. �L _ ,
Telephone
(208) 523-6918
Fax
(208) 523-6922
Engineers has
- -..«..,.a�4,1 � UL ane a nnvgm ,.- f,.,...,,.. r..
dural design was
�...1. art t'r 1. lE... �. �+. �7 L.L uL L4lL e •
-�%- �--��;�� v= zne 1991 Unifvrm�Buildpvn the requirements and.
loads established by the City of Rexburg buildindam using the design
fetter applies �snly to tie structural dg de Q� the tment. Thi s
referenced building anr3 does not cover mechanical, electrical
architectural features .1 v�
Sincerely,
AL
F a Richard
7
A' -A OFi
qZ41
-,
Scheerer,, PE
I.
T R U C T U R A L N 0 T E S
CODES SND SPE+CiFICATIONS
A.
B .
Cis
w
Uniform Building Code - 1991 Edition
ACI 3I8--89 Building Code Requirements
dor Reinforced Concrete
rL-Lok: rra.Hua.L or 5zeel construction - 9th Edition ASD
AWS for Welding
II. RESIGN CRITFRTA
A. Wind Loads
B . Seismic UBS
C . Live Loads
1. Roof (snow Load)
2. Floors
Wind Sped
Zone
D. Dead Leads
1. Framing System Dead Loads
E. Allowable Stresses
Bearing pressures assumed to be 2000 ASF dor column and wall
footings as per UBC Table 29--8 based ugon a sandy gravel and/or
gravel soil. Any variations encountered, different from the sozl
type assumed shall be brought to the attention of the Engineer
before proceedinge Equivalent fluid pressur.per,
Concrete f Ic (28 days) 3000 PSI
Reinforcing Steel ASTM A515 Grades �a
Structural Steel ASTM 36
structural Bolts
ASTM,-J,.A30,7-..
V
2.
3.
4.
5.
�7oMPH
35
PSF
90
PSF
7 5
PSF
(Upper)
(Main Floor)
15 PSF (All Floors & Roof )
GENERALS 'UCTURALNOTES
1. All footings shall bear an undisturbed moil or rack. The foundation
shad bear on the same sail types throughout the eiitire structure,
2 . Caution shall be'
taken not to undermine adjacent exist
in f
� 00t1ngS .
3. Adequate shoring and bracing of all structural members Burin
construction shall be provided,g
4. Do not back--fill against f oundation wills until suppa�ting floor
sstem
s in place or until appr�ved bar the Engineer,, Y
i
1. Concrete shall be of ready mix types cvnforn,ing tO ASTM C�� . No special
inspection �s required based upon UBC Section 306(a)l.,
2. When the mean daily temperature is expected to drop below F for 3
4(7
or more successive days, the concrete shall camp�.�r with the fold
Weather Concreting standard ACI 306. Place no concrete against, gainst frozen
3,0 Splices of reinforcement at poi.nts ref maximum stress shall. be awherevervfli Bed
Possible... Minimum overlap dor Zapped splices shall ar
diameters unless otherwise noted.
4. A3l reinforcement to be supported in the. forms and spacea with wires or
ve
VI.
plastic bar supports conforming to the requirements of the SCI Manual
of Standard Practice dor Detailing Reinforced Concrete Structures CACI
315). Reinforcement in footings shall be supported an Precast concrete
block supports canfor�ing to Concrete Reinforcing Steel Institute
Manual of Standard Practice.,
5 . A3.1 continuous re inf arcement slIall terminate with 90 deree r�
hook or separate corner bar. � turn or
6 . Canstruction joints in large areas Of slab
long strip construction fashion in widths
Control points at 20 feed maximum shall be
transverse to the length.
7. All canstruct�c,n 3oints shall be located
strength of the structure. Unless n.ot�d
reinforcement shall be continud�.s throughconstruction joint ��aZl be keyed.
8. Add 2-#4 reinforcing bars around
and extend 3011 beyond the earner
9. Unless otherwise noted, reinforce
on grade shae paced in
riot to exceed 20 feet.
tooled and/or sew cut
so as not to impair the
on the drawings, all
the joints. Each
all openings (unless atherwise noted)
of the openings.
all concrete wills as follows:
GRADE 60 REINFORCEMENT'
WALL SIZE HORIZONTAL REINFORCEMENT
811 44 @ 1211 O/C
VERTICAL RETNFORCEMENT
#4 @ 1811 O/C
Place steel in center of wall and dowel tO footing below with same
dowl esize and spacing as vertical rzinforcernent. All dowels shall
have at least 30 diameters embedment. Provi de -'corner bars at all
intersecting corners . U
se saine size far and spacing as hor�zan�al reinforcement.wall
REI"ORCING STEED
1. Welding or tack welding of reinforcing bars to other bars or plates
angles, etc. is prohibited except where specifically approved 1�� the
Engineer.
2. Rein.forcement shall be accurately placed.. and ade
posivatel
�ian. Location o� reinforcement shall be as�ndicated�on�� 1�
drawings. The following h�
for reinforcement shall be
provide d a
Minimum Cover:
Cast against and permanently exposed to earth....---.....
Exposed to earth or weather 3�'
NOt exposed to earth or weather -� Slabs sma�.ler....1--1/2"
Walls....... .3/orf
SA sEL
1. A11 structural steel and structural steel word shall comply �,rith the
Specifzcation fvr the Design, Fabrication, and Erection of structural
Steel for Building of the RISC fade of Standard Practice.
2. A31 wilding must conform to the RISC and the AWS Standard Code for Arc
and Gas Welding in Building Constructoon.
3. A11 struGtural steel shall be temporarily braced until all of the
structural frame is complete
4_ A31 field welding welders shall be qualified by tests per American
Welding Society standard qualif ication procedure to perform the work.
required.
5. All welds shall be made u�ing E70XX electrodes.
6. All steel members shall be given one shop coat at approved paint-,,
Surfaces to be embedded in concrete shill not be painted.
7. X11 steel j o fists shall
�I• T.IGHT GAUGLz STEEL FRAMING.
meet the Steel Foist Institute Standards .
jit:!aring stud (and or ) � c��.�� framing members along with all
r�un�aer, br'dg��g, and end track shill. be of the type, s�.z� an
as shown on the plans. All l,� au � d gauge
shall be formed from steel meeting �-�he�re�uireme studs and 16 gauge joists
except that the steel shall have a 40,000 � requirements of ASTM �� 7 p
guage track and end closure and 16 gauge Psi
id91ngeldress. All 16
from steel with a minimum yield c�� 33 00a shall be feed
be galvanized. psi. All components shall
2. FvllOW all manufacturer's recommendations fox the Products of
��se
3. Unless noted otherwise all welded connections shall be done
1/8" AWS type 6013 or 7014 rod with a welding heat of 60-100using
depending on the g-auge of material and the fit of the �r�s�mperes
tying �f framing components shall not be permitted. F Wire
DETAILS
NAILING SCHEbLTLE
19/3211 APA Rated 32/16 Race Sheathing
Na blockinq required unless shown
an framing plan, See Fraiming Plan
more restrictive naming pattern,
23/3211 APA Raked 32,/l5 Floor Sheath�ng
Use tongue & groove P17wood panels
or block all sides of panels.
15/3211 APA mall Sh
Black X11 edges
Bathing
Of plywood panels.
FASTENING
r
Boundary nailing
3/81fo Self tapping _
for -screws (S''t.s.) @ o- +[J . C .
End nailing--3/8f'o s.t.s.
@ 5 " +do C .
Side nailing --3/8110 s.t.s.
5 0,0 C.0
Intermediate nailing mm
3/s"o s.t.s. @ 12" O.Co
Boundar110 y nailing --
3/8 S.t.s. @ 611 0.,C.
End nailing -3/8110 s . t . . ,
@ 6 Ow C *
Side nailirig-3 f8/1r0
s -t -S. @ 61f O.C.
Intermediate nailing
3/$110 s.t.s. @ 12" Q.C.
Typical Nalznc�
Edge nail i.x�c�-3/g 110 s . t . s .
@ 6 tf 0.0 C 0
Intermediate nailing --
3/8"0 s.t.s- @ 12" D.C.
Shear wall 1
edge nailing -3 f 8 1to s, t. s.
@ 411 OeCd
Intel -mediate nailing
cir
40 'er AP jt7
La
La
Z3 r-)
Ar cr
li
Q
W
dif
e:2 ZV
Lim
9
I
STEEL GOLUMH
(SEE FRAMING FLAN)
*I#=
t:)X'%X 1 1-411
BASE FE
ANCPHOR BOLTS
S�GTION
SCALE
STEEL 1
iSEE FRAMING PLAN)
1/4 11 L --m
5E-Gi1ON
ZNCeIN—t-A 0 5/4111 1" 1
FaAr-tiW, PLAW
� M DICINCABINETS AND MIRRORS
0
,V
4 0 max 44" (1 120mm) max
to bottom edge of mirror to usable shelf
a
ANSI 4.1 6.5
International Conference of Building Officials 85
L
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LAVATO R I E S
j FLOOR
SPACE �
,17 min,
7
4--J-0-
#fid#��
a }
E iI y i
� 4 #
■ i t
CLEARr
i
j FLOOR
SPACE �
485
4$ min
1220
.0
LEG CLEA
11 min
280
430
Ll
TOE CLEARANCE
FIXTURE DEPTH
`OTE: Da,-..;hed lin indicates dimerlSion4l clearance afopiional under fixture- enclostrrc.
CLEARANCES
Intennational Conference of Builcf;ng Officials 91
#fid#��
E iI y i
■ i t
485
4$ min
1220
.0
LEG CLEA
11 min
280
430
Ll
TOE CLEARANCE
FIXTURE DEPTH
`OTE: Da,-..;hed lin indicates dimerlSion4l clearance afopiional under fixture- enclostrrc.
CLEARANCES
Intennational Conference of Builcf;ng Officials 91
-I
FACILITY ACCESSIBILITY
54 min
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12370 i i i
4 r• i
max f
i } Fi +
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w f
Ilk
r<9
46 4w 2 min
4D 9
305
# .. 1065
7-9 '000"
f
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160-2
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+ f * is 0 f i w i # 'p i s ii i!& f f i Rp # i i#
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WAT
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12 min
01"-
a 'F1614-1511
305 3'05
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Where. sppermits, extend g1rab baon transfer side.
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TOILET PAPER
DISPENSER
k
S.. 3105(b)2., ANSt 4.17
International Conference cf Building Officials 87
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