HomeMy WebLinkAboutSTRUCTURAL NOTES - 95-00031 - Millhollow Frozen Yogurt - New BuildingI.
S T R II C TURA L N O T E S
IOLHOIff-OW YOGURT RESTAURAW
CODES AND SPECIFICATIONS
Uniform Building bode - 1991 Edition
ACS 318-89 Building Cade Requirements
for Reinforced Concrete:
�:anstructivn � 9th Edition ASD
AWS for Welding
II_ DESIGN CRIT"E"R"TA
A. Wind Loads
B. Seismic UBC
C . Live I -roads
1. Roof (Snow Load )
2. Floors
D. Dead Loads
3 , Framing
Wind Speed
Zone
System Dead Loads
35
PSF
40
PSF
7 5
PSS'
(Upper)
(Main Floor)
15 PSS' All Floors & Roof )
E. Allowable Stresses.
1. Bearing pressure assumed to be 2000 PSS` for cOlunm and wall
footings as per UBC Table 29-B �as�d upon a sandy g-�-avel ar:�/car
gavel soil. Any variations encountered, different from the soil
type assumed,, shall be brought to the attention of the Engineer
before Proceeding. Equiiraient fluid pressure = 5 5 PSS'.
2* Concrete f ' c
(28 days) 3000 PS I
3. Reinforcing Steed ASTM A615 Grade ba
4. Structural Steel ASTM A3 6
5 _ �StrUCtUral'Bolts
As 'I`�i A 307
foot,n,gs shall bear on undisturbed sail or rock. The f oundation
.
shall bear an the_ sa�n� svzl types �hroughflu�� the entire structure.
2 -Caution be,. taken not tc� t�.ndermine adj acen.t exa�stin footings
g.
3. Adequateshoringand bracing of all structura�. m��r�
construction shall be pro�rided. _ during
-. 4Do not back-fi1I against foundation walls until
..._is -in _place ar until approved by the Engineer,.
Aw
supporting floor system
1.
Concrete shali be of ready mix type conforming to Ash �9� . Nos special
inspeactian 3s req�ir�d used upon SBC section 3�F{a�1. P lel
2. When the mean daily temper�.ture is expected to drop
below
0.r more successive days, the concrete- concrete- shall comp�ly�it�i the or 3
Weather Concreting Standard ACI 306a place r�fl concrete against frazeat. -en
3. SpIi.ces of reinforcement at points of �axianum stress •
wherever possible. miniznwn over�a fir IaPpedsha11, be avoideP spl�cAs shall be 30 bar
unz�5s ,otherwise noted.
4reinforcement to be supported in he. forms and spaced with wire or
.P
vow
plastic bar supports conforming to the requirements of the ACS Manual
of Standard Practice for Detailing Reinforced Concrete Structures CACI
315). Reinforcement in footings shall be supported on precast concrete
block supports conforming to Concrete Reinforcing Steel Institute
Manual of Standard Practice.
5. x.11 CDnt1I1llQi.IS reinforcement shall terminate with 90 degree return or
hook or separate corner far,
6. Construction joints in larges areas of slaw on grade shall be placed in
long stx-ig construction fashion. in �ridths not to exceed 20 feet.,
Control joints at 20 feet maximum shall be tooled and/or saw cut
transverse to the length.
7. All construction � mints shall be located so as not to impair the
strength of the structure. Unless noted on the drawing , all
reinforcement shall be continuous through the j oints . Each
construction joint shill be keyed.
8* Add 2-#4 reinforcing bars around all open*
ngs {unless otherwise noted)
and extend 3011 beyond the corner of the op�:ni.a�.gs .
9. Unless otherwise noted reinforce all
GRADE 60 REINFORCEMENT
WASIZE HORIZONTAL REINFORCEME
$ r1
concrete walls as follows:
VERTICAL REINFORCEMENT
#4 @ 181f O/C
Place steel in center of mall and. dowel to footing bylaw with same
dowel sire and spacing as vertical reinforcement. All dowels shall
have at least 30 diameters embedment. provide corner bars at all
intersecting corners. Use same size bar and spacing as horizontal
reinforcement
REt)RCING STEEL
1. Welding or tack welding of reinfor+cinq bars to other
angles, etc. is prohibited except were specifically
Engineer.
wall
bars or plates,
approved by the
2. Reinforcement shad be accurately placed and adequately secured in
POsition. Location 'of reinforcement shah be as indicated on the
drawings,,, The fallowing protection for reinforcement shall be
provided..
Minimum Cover:
Cast against and permanently exposed to earth. ,...,.,,,.,3 ;t
Exposed to earth or weather -� t5 and Smaller.,, 1-1/211
Not exposed to earth or weather - Slabs . Walls . ...... , 3/4 1r
STRU U-lu i STEE2,
1. I structural steel and structural steel ward shall comply with the
Specificatl'onIVf or the DesignFabrcation, and Erectionf Structural
Steel for Building of the AISC Code of Standard Practiceo
2. A31 welding must conform, to the AISC and the AWS Standard Cade for Arc
and Gas welding in Building Construction..
3 . A13 structural steel shall be temporarily braced tntil all, of the
structural frame is complete .
4. A31 field welding welders shall be qualified by testes per American
I
Welding Society standard qua -1 -if ication procedure to perf o= the work
required.
5. All welds shall be made using E70XX electrodes.
5. All steel members shall be given one shop coat of approved
Surfaces to be embedded in concrete shall not be painted.
paint*
7. All steel joists shall meet the Steel JOist Insti�.u�.� ��andard5 .
� .
All load bearing stud (and/or) joist f raming members a�,�n,q �,,Tith all
runner, bridging, and end track shad be of the ypeSi
unnze and
as shaven on the plans. All 16 au e st�� gauge
�3 �3 � studs ar�c� 16 gauges j gists
shall be f orimed iron Steel meeting the requirements of ASTM A570
except that the steel shah havp-
guage,0 0 psi yield stress. A track and end closure and 15 g�ug� bridging sha�.� be formedll
from steel with a minimum yie1�. cif 33,000
ppp PSI* X11 coma onentsbe galvanized.� shall
2. Follow all manufacturer's recommendations dor the use of theznt-11,
products.
3. Unless noted otherwise, all welded connections shah be done usin
1/81" AWS tyke 6013 or 7014 rod with a welding heat of 6D-1(]t� ain eg
es
depending on the gauge of material and the fit of the parts,, ��r7ire
tying of framing campon�nts shall not be perm*tted.
DETAILS
rrAzyzNG scHE Dv�
19/3211 SPA Rated 32 16 Roof Sheathing
No blocking required unless shown
on framing glare. See Framing Plan for
.ore restrictive railing pattern.
23/321.1 APA Rated 32/16 Floor Sheath3-ng
Use tongue & groove Plywood panels
or block all sides of panels.
15/32' APA Wall Sheathing
Block all edges of plywood panels .
FAS'I`EAIING
Boundary nailing
3/8 110 Self tapping
SCi'eWS (S.t.S. } @ 46iv0.Cp
End nail* s . t . s s
@ 6{x D. C -
Side nailing -3/3110 s . t . s .
@ 6 0.6 Cw
Intermediate nailing3/8"o setase @ 12'11 0,.c do
Boundary nailing --
3/�81IS� sot .S. � 6f1 08CO
End nail ioang- 3 r8 11 w �f1 s . 4 w S •
@ 6" OwCo
Side nailing -3%g/110
s-t.S. @ 6tv O.C.
Intermediate nailing
3,f8110 s . t . s . @ 12'' c) . C .
Typical Na-ii,
Edge nailing -3/8110 s . t. s .
@ 6 0 a C.0
Intermed Itate na3 11 iling
@ J.2 0.. c
Shear Nall 1
Edge nail ing-3/S "-0 s . t. s .
@ 411 09CO
Intermediate nailing
3/8110 s.t.s. @ 12" D.C.
i
5 CwoOLUMN
(SEE FiW,,v PLAN)
T'MW
in -
%x
BASE fE
-2 ., %/ 1'
S�GTIO�1
I I I F
SCALZ . B
* /4
STEEL BEAM
(SFE FRAM INf,- PLAN)
SEC71ON
IL11
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