HomeMy WebLinkAboutPLANS - 05-00001 - Just Sports - AdditionIle- 0 EX!r:
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CONT CTO v D V ic: [)a
T'Y'FE V-IB
3. T"rf=E OF GON&TRUCTICN: i 1,
I rZolial
I
J REV Eu, 4-- 45PECT5 OF: T"E-6E
E`r' THE
T- E EE,5r SNITEREC-r C
- r,4�� OR
ENGiNEER A wlR [T!'4� =OR APf=RO,,/,4- PRIOR -0 SON-
F
I 1 00
THERMAL F,4C:TCR - 1,0
WIND - 'BO Mf=H (3 SEC: GUST) EXF:l 5
WIND IMFORTANC-E FACTOR - 1.0
WIND EXPOSURE - 5 (SOUTHWEST)
WIND INTERIOR PRESSURE COEF - 0,31
SEISMIC: USE GROUP - GROUP I
SEISMIC, CATEGOR*r - CLA56IFIC:ATION
.1m
Ful
1119,4
BUILDING INSPECTOR
9
D EC 3
PA O CA.%q 2004
OL
4
7 1 " '--'
THIS DRAWING 16 FOR THIS
LOCATION AND CUSTOMER
ONLY AND 16 NOT TO SE
RSIJSEEl"> IN ANY MANNER
WITH"T THE WRITTEN CONSENT
OF r. TNTELLIGENCE.LLC.
O
C),
O
O
O
OL
4
7 1 " '--'
THIS DRAWING 16 FOR THIS
LOCATION AND CUSTOMER
ONLY AND 16 NOT TO SE
RSIJSEEl"> IN ANY MANNER
WITH"T THE WRITTEN CONSENT
OF r. TNTELLIGENCE.LLC.
EIrTILITY PA
-L.j " SEMEN T
1— 25, 00' R
0 W
(c i BETWEEN CU
o
10.00' UTILITY EASEMENT
41
-il `v -41
10
24 -O 1
4 1
JUST SPORT
WAREHOUS
SIGN
R ----- -
W � W W W W
EXIS TIAT G
CURB & CUTTER
RADIUS- 30-00'
TANGENT LENGTH --- 30.0 '
CHORD LENGTH = 47.13'
20'-0" 20'-0" 20'-0" 20'-0"
201.53
pCI /vcv,� 20. 00'
KNE, PA G
a
7-ill * Z.-I
JUST SPORTS WAREHOUSE
120.00
ADA RAMP
1: 12 SLOPE
R 2.50' �j �� �fi2 ��` ��
4
PROFIT TREt'T 50'
ROW
4" JEWER SER VICE LINE
—
2 " WATER SERVICE LINE
171.55' TO PC
10. 0 0' MIN
A\v'
j T S Jr JA V� f
LOT 2 OF BLOCK 2 OF PHASE I OF THE REXBURG
BUSINESS PARK SUBDIVISION SECTION 17
T.6N.,R. 40E. B.M. CITY OF REXBURG, MADISON
COUNTY, IDAHO
0.49 ACRES MORE OR LESS
/ \1
SNOW STORAGE--I
10 0"
38'-9"
-NE W A D D .1 TI CAN
Ilk
O
5" CONC. APRON
EXTEND 4'-0"
FROM BLDG
AND 24 T DOORS.
R 2
A , A
V 101 r;"q
Rv Wt,
mr , - <-, o f 10w
W w W w
Y
5
44
NO 27 S.
LANQSCAI
(c i BETWEEN CU
o
10.00' UTILITY EASEMENT
41
-il `v -41
10
24 -O 1
4 1
JUST SPORT
WAREHOUS
SIGN
R ----- -
W � W W W W
EXIS TIAT G
CURB & CUTTER
RADIUS- 30-00'
TANGENT LENGTH --- 30.0 '
CHORD LENGTH = 47.13'
20'-0" 20'-0" 20'-0" 20'-0"
201.53
pCI /vcv,� 20. 00'
KNE, PA G
a
7-ill * Z.-I
JUST SPORTS WAREHOUSE
120.00
ADA RAMP
1: 12 SLOPE
R 2.50' �j �� �fi2 ��` ��
4
PROFIT TREt'T 50'
ROW
4" JEWER SER VICE LINE
—
2 " WATER SERVICE LINE
171.55' TO PC
10. 0 0' MIN
A\v'
j T S Jr JA V� f
LOT 2 OF BLOCK 2 OF PHASE I OF THE REXBURG
BUSINESS PARK SUBDIVISION SECTION 17
T.6N.,R. 40E. B.M. CITY OF REXBURG, MADISON
COUNTY, IDAHO
0.49 ACRES MORE OR LESS
/ \1
SNOW STORAGE--I
10 0"
38'-9"
-NE W A D D .1 TI CAN
Ilk
O
5" CONC. APRON
EXTEND 4'-0"
FROM BLDG
AND 24 T DOORS.
R 2
A , A
V 101 r;"q
Rv Wt,
mr , - <-, o f 10w
W w W w
Y
5
44
NO 27 S.
1. REXBURG BUSINESS PARK - ZONE CBD
2. PARKING:
COMMERICAL USE: 1440 SF 5
SPACES
WAREHOUSE USE: 3360 SF 7
SPACES
NEW WAREHOUSE USE: 2325 SF
= 5 SPACES
PROVIDED: 17 SPACES
SPACE SIZE 9x18
3. BUILDING COVERAGE ALLOWED -
50%
Z- o7, 4! &gip
LOT: 21344 SF
A L. to &/*—w-
BUILDING: 4800 SF = 33%
4. SETBACKS REQUIRED:
FRONT - 30 FT
SIDES - 15 FT
REAR - 7.5 FT
PARKING:
Scale 1" = 10'-0" STREET ROW: 10 FT
ADJOINING PROPERTY LINE: 5 FT
FRONT OF BLDG: 5 FT
Q)
CC
E-1
GARBAGE RECEPTACLE LO
Q)
CONSTRUCTION NOTES:
A
1. 2" WATER LINE CLASS 51 DUCTILE IRON.
2. 4 SE WER LINE ABS
3. ALL CONSTRUCTION TO COMPLY WITH REXBURG
CITY STANDARDS.
`2
4. APPROACHES SHALL BE 6" THICK AND
REINFORCED PER REXBURG CITY STD.
5. REINFORCE CURB AND GUTTER AT APPROACHES
AS REQ'D BY REXBURG CITY STNS.
6. SEE SHEET C2 FOR CURB AND CUTTER DETAILS.
7. ALL PA VED AREA SHALL BE SLOPED 2% FOR
DRAINAGE,
1 4 , 4 1 1 ,
14,
4
It. L/
41 - 4 1
4 1 4 1 4
32.88'
-A
m
�'J
2e7
2
1�7.,�GC. ��' .. � � �, mo w'
.44S
g fl T
/ Z � � � �'' w ro
#v OW& IS'Nol eop o"Icp f 11
J I
z 7,
This drawing ts for this
location and customer only
and is not to be reused in,
any moaner wftbo� t that
written con of Design
I teil4lwa�e
n
REF. DWO/SPEC:1
OW REF.
ADDkD 40'
v
ro o t vok
4 APP*UVAL
R
DESIGN
11� LICENCE, LLC�
za "
,jw wmL� JUST SPQRTSAi)*TTom ORNW By 01400",
LocArm RCX,JV� 11la - JW$MSS PARK'
oat
F
j
A 'I
! r'! -ro
1/4' TOOLED RADIUS AS
PER SECTION 507.04.1
1 3/4'
d �
d d
d
1 3/4'
E
DRIVEWAY CURB AND GUTTER SECTION � I ANllAKll LUKB AINIJ 'IjU I 1 UK JAL I IUIN J 1 HINJJHKli >IIJLWHLt< t U I I U IN
1/2' PREFORMED
EX PANSION .JOINT
ti
i
i
I
i
5'-0'
FOR DETECTABLE
WARNING SURFACE,
SCORE MAIN RAMS
AND FLARED
SURFACES PARALLEL
TO SLOPES W/ i'
DEEP TOOLED
..LINTS R 6' o,c. IN
CONCRETE.
CURB AT FRONT
OF ACCESS CUT
FLUSH WITH
GUTTER
FOR DETECTABLE
WARNING SURFACE,
SCORE MAIN RAMP
AND FLARED'
SURFACES PARALLEL
TO SLOPES W/ I'
DEEP TOOLED
JOINTS a 6' o.c. IN
CONCRETE,
BACKSIDE
DEPRESSED 1"
CURB FLUSH WITH GUTTER 1�i2
FOR DETECTABLE
r
WARNING SURFACE,
v d :, _... — —
SCORE MAIN RAMP
_ ..,_ —
AND FLED
6 t3
SLOPES FROM IIEPRESSED �! — ..... ... — ..... � �
,.
SURFACES PARALLEL
..
,• � � ,
_
O NORMAL NEti�tT � ._... .._. ._.. _...
_ _ — _,. ..... — _
TO SLOPES W/ 1'
,. ��
— ._. — _ _ — _,,, _ — — __.. T
1112 SLOPE — — _. — _.._ w _ — _ —
DEEP TOOLED
_ — _... — — _.
JOINTS B 6' o.c. IN
8t2 SLOPE
5._0'
CONCRETE.
CURB AT FRONT
r
12' OF COMPACTED GRANULAR BASE
OF ACCESS CUT
FLUSH WITH
1i' -0
17 0•
GUTTER
DEPRESSED ACCESS DEPRESSED ACCESS SECTION DEPRESSED ACCESS WITH UTILITY STRIP ,
At
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GENERAL STRUCTURAL NOTES
CODES AND SPECIFICATIONS
A. International BL,�ld! d - ode - 2000 Editic-
B. Act 318-02 Bui;dfriq;Cods Repuirsmarts
For Re'Arcriceo Concretes
GENERAL STRUCTURAL NOTES
1 The Structural drawing shah be used in corJuctior with
the draWlne6 Of al: other disciplines and the project
etoSC 1 l_-3t:Or5, T ine contractor erall vsrfl`ly the
- squl-smert6 or the other trades as to sleeves. c"Ses
rianosrs, inserts, anchors, holes and other fts-s to cis
placed or set ir the structural work
- rIs contactcr snal be rssr_(,-"icls For Sornp' I
�:ne with a
barftt� Precautions Ae�d Iseu.5tiloms cl.;rine the �nrk, - )-a
sriel wt:' not advise on nor issue 01rectio as to
eafsty precautions and Procrame,
3, The structural oraw:rr'Z8 rare , rapre,5srt the Finished
structure, The contractor SH&A pro all temporary
g, ;no arc Orals r rec.,rad to arect arc rnclo the
&truGture .n c ahOrriont unt 1 6;, 5truct, rai _O and
navy been ccfrpisted. The 1 c al.
oesi On, tarst, adsauaici,f ane7l inspection Of s'est;cr,
bracing, shoring tefrr_)OrBry supports, etc. te the so a
of the contractor.
4, 'rns sne:msor shall not ca loa For the rinsti"cole,
t8crn-.d,,laS and Saduarools Or preCedvas to perform tee
work. The s pervIlglor of the work 1 6 tnis ecle respore -
b! l'ty or the contractor.
5, 1-Drawings Indicate general and typical data Is of
construction. Uje-aro conolltior,6 are not 5peciFIcal�, 0
In ri
-- a
! - w
similar details ^ construction shall be used, subject to
approval by the anolrear.
,e>. Atl structural sV#tq1"S Wnlr_H are i,o be composed Of
CdMlOrlarts to be F:oid erected steal! no supervised by
the aupp bur`ng T an U f'a C t u rin g , daiivsry, i-arclline
storage and erection in accordance with tre suoqjie' 6
"Istruct;ore arc 'equirements,
7, LOA01ne app lee to the structure dUrtro the 0,,:;ce66 Cr
construction &ha:: not exceed the ears I
capacity or the structural members, 'ins live toadine5
,.sad ;#I t" design or the structure are indicated in the
"Dse:eri Criteria Notee", Dc not alppiy any r4c:- o-
oad$ until Structural Framing i6 propsriy corrected
together and urtf al temocrark. brac 'S in I r - 1 6=e
,3, .411 AST" and other references are per the latest
editions or these standards, unless c;0-srwles noted.
9, Son= drawings and Other Items eeiall be suo-'tteo to tl-,
are veer For review or7or to fabrication , 41i shop
oraw sha 68 reviewed by the general contractor
osr^cre submittal, The ergirear's review le to be for
conFormance LL;itin the design concoct and general
w it r I, trI - e l aV a r t Con d oCunnerl -
-h
engineer review does not relieve tens contractor of the
80 - S6pOqIo , ,! ! ty t1__ lev'sw check and cooro;na*e the
0 drawings jor'or to The contractor remains
eolsy responsible Fo- errors and otnrri5e one associated
a,"? tins preparat,tor of the sHop org,rllres as tr osrta!^
to member eizs6, details, dimensions, etc,
'C. Submit shoo drawings ir, the rorrr, c-' two
bue!ire prints.
Ir no case s> -,ai' reorcoluct'or of the contract dra
t:)s used as ehop drawings. Submit tine ro lowing 'te-e For
's / taw:
A. Concrete mix ds*lorlt'5) - NOT REQUIRED.
-,test shop draw'Ads - N_ REQU RED
5 ateell af-op draw rge - NOT RE:;:;�L;(RED
&tset joist , tender shop drawim,gs - NOT ;R;EaURE[,'
E. ^"eta; dsc<"ria shoo draw'nos - N_ RE�
wood " / truss seico drawirpe - RE-auiIREE::
G, Pre-ernoinserso metal bullollne 5� - r REaL�IREID
sys - N_
Other &u6M`tt415 May be rquirso car tra ` 5cfnsou's or
5oeci6i napaccor5 or the Separate rctsst= z-crttal nerstri.
I 'a� inscectlore w : � be reollrac For tei t 3, e,, ) t
A. Concrete - NOT RE(;Zjll;,
E. Bolts lnstallsd in (7,oricr - NOT REO, RE
C. Structural WS;o!n0 - Field Welds - N REGuiREC
+• _idiln _atrsrqr. ❑o,ttrc - NOT fREQL, FPEL,
E. &truc Masonry - \40 RE:74U1REED
.le otherwise :rto catso, a l l Items roved to ce
demo "(shed era!! ces-orns the contractor's c and
be removed from :ha cite
3. 7,001tracto's s-a l 1 / s:t tne al is cric t0 ol(:;i to ascs
Conditions weilcri rna:i advsrb-3i� af'Pect the J,0rK Or pet ire - SC:r,
DESIGN CRITERIA
DeSlan G"avjty _cads
ROOF Di_ - 15 per
Fi D" - 1 5 osF
Desiori L'vs Loads
Roof l-- 20 p6f mfr,
Snow - BEE COVER Srm!EE"
Commerical Floor L_ - 50 per - 20 per Partition
Resident:a! LL - 40 cl3r
Lateral Live Loads
l :,d - 5EE CC vER 6u -EE
5e',5 - 5EE _ t ~•EET
Ec:ui.eaiatnt Flu c -essrs - 55 par
Bsarine prses�,rs aes to be Wo "F ro
- ; ng - T able 2S-15
1_0�ufrm and wal� F oot as per U5 T
cased -con a barloy CraVOI ard-or Oral✓S:
Any v ariatioela enco olf'r from the
oil type 555urnao shad be brought to the attert:cne
or the Engineer before c ne ,
FOUNDATION NOTES
I, All Foot4 shall bear On Urtdiaturi:ed, ism natural soli Or
compacted F'll capal::)ls of support re a deeldn bearltne
pressure of '500 par, All lilo e s hall
be evaluated by a :;uallrled esotlscHical erginear,'tesvro
agency prior to pouring Foiiridatior concrete ';; required
by ti-s Structural Engireeer,
2, Tor, of rooting elevations shall be as shown cl^ tino
Foundation plan, These elevation& are a maximum and steal!
be IcLLared as required to obtain the required cagier,
losa-le pressure,
L.rlesa noted otherwise, the bottom of all exterior 'coincs
6)-ali os placed &` --sla local Pro depth tins bottom o .^
ail interior Footings Ariah be tn!acso 12; fr n nnurn ba interior
3- All Foundation concretes obtain a 28 day com orsasive
stre-e4in cP 2500 ps% Al! concrete to be o
exibo5sc to the weather shal . be a r to 1 %)
with ar admixture that conforms to ASTM C-260,
4, Al concrete worst. bha,. conform to the r o f AS!
30, `5peslricatior =or Structural Concrete 5ulldings", of
weather corcreti.-ic Shall be in accordance with 4C! 305.
Solo weather so-ecretrre 5i-ali be in accordance with AtSi
30ir-
5, Ail rsrrForc,:ne atiat*,l shall conform to AST" A-615 Grade
60 For •5 and larger and Grade 40 For *4 and smaller,
(o. �lnlemgs noted ott-orwiss
the Fol�ow'np =orcrsts cover shail
be provided For reinforcement,
A, :;orc cast against 4 psrrnanentu exposed to earth - 3
5. Sonsrota exposed to earth or wsathsr,
Oro throueh •'8 care -- 2"
r5 bar, L03! or D31 w;rs 4 smaller '/2"
1. .411 re[n irarked ccntirlucu5 ("Sont,) On tiles cialre arc
details erai! be lapped 36 X car diameters at e u
noted cths-w
8, No unbalanced cackFilline shajl be done aoa list :ouridation
wails uri wa!la are securely braced aipa"nal, o/ertrur
either by temporary bracing or by pernarent coretr
2l, Pr'or t0 Commencin a,,.4 FourciatlOr work z::ccrdjrj,!jte worsi,
witir ary existing utWti(se. snail be lowered
where renuirso to avoid u+:Ilt So,
1 1, 1 noted the certeri hrss or cdijir-
fo,j-dat'ors shal be located or- columr center :Mae,
10, 4 retaining waffle steal nave at ' :east i2' c F Fr
drairilric granular lcac<l"f` P,J1 or wall. Provide
control , io!nts in retain ne uallls at apqrcxi^atel, et:;tual
ritervaie not to sxcsa!:i 25 feet nor 3 Clines the waii
hsiaiit. P exca?ne;cn joints at every
control Jcf-t, ,4- age ot-erLL. so indlcated,
SITE PREZ"ro-*1"ARATION NOTES
---- --- - ------- -
an area a -r r;r%;rn c 5 Fast 6 minimum csiopic tre !!rr'ts
excavate
or 4 r or axis* i nlc 'Re all
of cavement, ootb debris ard c-l-sriutse _
I rial
rl3ts �
2, The sllreacs or t..ns exc sucerade shall be 5pactsc
o, prob'ric; cr testing to a-ecK PC' pockets O' sort or
fraeria , Excavate u rs u !tab:e eat as c .-:11rectec
0, tie S"O' rsar.
- c l ,-le 6urrdGe CF the exlocieo 5u0
oaced tande'r 3", a dump truck, Remove 6 l Bc'is WnICh
burro or does not compact orolosr as directed by the
4
F'li 5li excavates areas with approved contrc:leo i'lli,
Place 7r, 5 loose i Pte and corpact to a min ^,u c' 95%
of t-9 MaXIMU-1i .dry dqr5ity in asso-dance 'L; D-roea,
5, 4 controlled P�h mater'iai via'0 be a Select ora? la,
material Fros from all organics or otherwise deleterious
material with not more tl-art 20% oy weight passing a no,
200 sieve and with a piar_lfcfty index, not to exceed
b%,
ro, Pro 'de Field Osrialty tests For each 3OCO &F of
*�or area For
o,j I i ear-rn !;:t -- r_(_-fntrn11a_e!1 rZil
, - S - l-4E S 5 REE; - 0 RE' EL,; "-! - 45PECT5 OF T DRAWINGS, -.�Q< ,- ECTJRAL AND- PRIOR 7 '0 CONSTRU-- "TON. ANY GONFL C' 5iwALL BE
RED CRIED TO T"E EN . NEER FOR CORRECTION. MAY BE PRO;: 51' T«4=_
CUN iF l-E FEELe Tim-E C?4ANSE 5 iN THE 5E5 NTERE5T OF THE OWNER. C+ -ANDES
6-4-L BE ::ORWARDED t4E ENGINEER IN WRITING FOR AF-F`RO1/AL PR OR TC CONSTRUCTION.
PRE-ENGINEERED TRUSS NOTES
Wcod trusses shall be ds5;c by the manufacturer to
6,41 the loads dictated b.- the governing jur!solct;or.
Wood trustee sirna" be d ,,r,,, d ,,, tee rauFacturer it
accordance with the apptiCablla provie;ors or the latest
solitlor of tra National Deslol SpeciFtcetion of the Naticrai
Forest Products Aaeociatior and the Casten specification
for freta! prate connected wood trs6sa or the Truss Fiat-_
Institute.
3. Wood materials sinail be Z)o-,,idlas Fir and Seall be kijr� dried
and used at le% fflax irlc'stars content, Provide oracle
required to meet et requ raments.
4. Scrinector plates shah be not ass than 0,036 inc
!20 eads) in coated thickness, slrzh meet or exceed ASTM
Grade A or Higher and shall ins hot dipped gaivarized
according to ASTM 4-525 Steel
yield 5trats shail be 33,000 p5i.
5. - r u esse sha; be Fabricated it a prcosrly scju`ocac
-anuFacturinn racij ty e;f a os,rnlanert nature, 7 rubees snali
be manufactured by experienced workman, using crac:alcr
cutt;nc. Jleg arid press fnc squ lom'sn't undo tHe
requirements `n qu&:t control ataproard ae-_88 of tee
6 Secondary cero;nc e: ssaee ;ir tr top and bottom criorcI5
due to dead, ?vs and wind lacce shall ps consicierso in
tile cagier, L oad duration Factore shall be per the "Nat ona
Denier 5peciFicatlor for `1 Construction" latest solt"on,
Wood tn.aa6ss sha!i be erected In accordance with the trues
rnarilrfactursr�s reou'refrante. TnI5 work shall be done b4 a
and experienced contractor,
8, The Contractor shall provide all temporary and permanent
bracing do required For safe erection and Performance of
tree tribsee, The quideilres set Forth by the Truss Plate
institute putollcation Commentary and Recommaidat ions
for Harloillre, instal ine and 5rac!ne Metal Plats Connected
Wood Trusses" shall be a minimum requtramart.
1 3. Truss member and components shall not be cut, notched
dri[Ied nor otherwise altered in any way without the written
approval of the Engineer.
!0. 5uomit compiets 6nop alrawInge For 6il wood trueats,6
ShOl_lreI member sizes, species, grade, mlo'stirs content
Span camber, dimensions, chord pitch, bracing rsquIrsmsnt,8
and loadings. Shop drawing shall be submitted to the
Ercrelsisr and shall bear the goal OF a Professional Ene!rlser
rqgi5tsrsd in Idaho,
WOOD FRAM INCB NOTES
I
All 'wood Framing material shall be surfaced dry and used at
111% max mumu moisture content,
2, A i sticl and wall framing Shall os No, 2 grads Doug Fir,
3. Ai 'cist, rafter 4 rl.76c. P Shall be No. * grade Doug
Fir, Provide P depth or metal bridelmo, at Mildspan and
at 4 max`rIM-,.,lm spacing of 8 Ft O.c. between,
4, All rrarr'nc exposed to the weather or in contact with
ma8onr,j or concrete shall be pressure treated in
accordance w'thi the American Wood Preservers 4650C_Ir_6t'C`1
ions where possible. Ail cuts and noles should
be completed before treatment. Cuts and Holes due to
or-slits FacrIcatior shall be ior,46Hsd with 21 coats OF co
naphtrerats solution cortainlro a minimum or 2% rrstailin
copper in , 'Per AUJPA STZ�, M4),
=10VidS double ',.irl at part;ttOne en -un
I i wn l,_ para a!
wit'l !clots and under a!:! concentrated loads P-Otr framing
� e
above
8. Provide header losa", c,' the gains size as joists, or rafters
I
to e"afins around open tre I n the piywood deck unless
otnerw as irclicated,
& etsel plate connectors shall ccrForrr to A5`111 A-36
and be 1/4" thick l,riesb noted otenerw4e.
Bolts cor-actire wood members shall be 4ST1 4-307
and be 31 4' diameter unless otherwise indicated. Pro/'ca
wasners for &'l co-, heads and nuts in contact. with wood
sur"aces.
10. Bolt holes shall be lcarafuliy centered and drilled rot
more tHan ','b" lar,
gor thar the bclt d'amrster, 5cited
co-nect Shall no snugged ticint but not to the extent
or crushing wood under w ashers.
Prefabricated -,retai joibt hangers, hurricane clips,
anchors arid other accessories shall be as
manuFactured by `Simpson Strong -Tie Corrtbariy' o r approved
spual, natal ail accessories per the manufacturer
, eculrements. Ali steel shall Have a mi nimum thickness or
0.04 Tcrs5 1'1'p 457-1 A446 Grade .41) and be ealyantzec
ccatinc G001).
-icis and nctcln orlii o r cu t i nto woco Pram i 4
r excee th rsqu!re-rerts Or 2000 rtarnat onal
Bu`ld:riie Code Section 23,
13. A plates, anchors, nails, bolts, washers an,:::i other
hardware permarerltaly exposed to
5-a be not dip ea:varl!zed,
SLAB ON GRADE NOTES
1, Provide concrete slabs over a & mil vapor
barrier and 4' of porous PI!l, Maximum slump for concrete
S la bs S hall b tt,", l, Type 11 cemen
All porus fill material shah be a clear erallnular materlai with
100% Passing a 1-1/2' sieve and no more tear 5% pasairic a
No, 4 sieve. Porous Fill shall be compacted to 95%
dry ds"Ity per A5Trr1, D-Coea,
3, Slatio Joints al be filled with apprc -ats 'inle
Should take 1 palce as late a possible qrereraci 4 to e;
weeks arts the slab has been cast, Pr'or to e'llling, remove
a! i debris from tne jotets, ther. Pill In accordance with the
manufacturers recommendations as Fo0owat
ro" &lane - CT!i with Epoxy rosin
Otter slabe - r ll w' tin Field molded of -_;aetc-ierlc sealant.
5. j n j eae appr ctrerwfas, a:1 reIrlfcrc!rc snail be biockeiv
nto the center OF the slab with precast concrete ic,cisks
havTre a compressive strength acqual to that of trs
6. WaAr, wawa arc other exterior siatG are not ahown on the
stri.lctruai drawings. See tirle al to plan and ars�;tacturai
drawiroa For ;coat d!me",icn.6, ele Jointing details
and P r,15e details. Provide 4" walks -afnrorcsC with
6x6 - _ 1u;wJF unless otherwise noted
7. 5'aibs to be bsrriarsrtliy exposed t o weather 5Hd1l ps a',
sr%-alnsd tc 5% 1%) wlte an admixture tenat ccn:or5 to
50. All concrete work shall conform tc trig 30 ,
5p F Structural Concrete 51, lo;res'. lwot
weather concretirt::; shall be in accordance with AC 305
Coid weather concreting snall be in accordance with ACI
306.
e, In order to avoid concrete shrinkage cracking, place
concrete slabs in an altarnatirt lane (or checker board)
pattern, The "Y'nur lanotH OF slab cast In in any one
cortinuct.ka, pour Is recommended to be 1 966 tl OC Fast,
The maximum al:;iacjng or joints shall be 25 feet,
10. See arci drawings For eX&CrL !olcat:ons of
depressed eiaL-; areas and drains. Slope siab to drains
Where S-elown-
11, The finish tolerance of all elate shall be in accordance
with AS: 30!, - yPe A. —
S ate shall be constructed 'e accordance w lten the
Following flatmose/levelmeBb requirements:
eialo Category Specified Local "llinfirtrim
B_i:-Floated FF - 1 5 F! - 13 FF - 13 F1 - IC
Straight Edged ftr a 15 9 - 13 FF . 13 F; . 10
Fiat Ff - 15 fZi - !3 FF - 13 Fl s 10
very Fiat FF - 15 -:1 - 13 ;=r - 13 F - IC
Super Flat Pf 0. '5 Pi a 13 FF . 13 Fi - 10
Ficor flatness and eve:inese sa*5 sha�l be conducted ir
osarrso nor_s66a?19 0 the owner i accordArcs with
:55, ;Results, including acceptance or re lection
or the work will be provided to the contractor wt AB
hour after data collection, Remedios For out OF tolerance
work may include rsmcva' and raccrittructicr at the cor*r8ctors
expense. Any other re-ediatior requires the approval or
t"
PLYWOOD/GYFBOARD
SHEATHING NOTES
A ! plywood constructior, si-ail be it with the
Americas Fliywood .4secc;atic- Spec irIcations,
1. 411 rotor panel sheathing shall be 5/8" ;nom.) Typs =',X,
Exic, 1 4FI'44 rated 51 Suitable soles support ahali
be provided by use of panel clips or blocking ostwoen
fram7rie, Urines otherwise noted connect roof ighteathtrig ;;ith,
ad commor, nails at 6" o'c' at supp orted ' loans edges and
0" to,c, at intermediate supports.
3. A ! Floor ameathInc srall lots 3,14" ;`nom,) 4F`8 rated
5 Exp, `, with tongue and lorcove soce.
Ur'ees noted otherwise correct floor 614steine with lod
common nails so 6" o.c, Supported adese and !:"
o,s, at Intermediate supports. r-;eid glue using adhesives
Testing 4PA 5Oac AFG applied `n accordance
with the ManUractUrer'6 recommendat
4, Aii wall s** 8ha, be 1/2" ericm_) types CCx, Exc%
AP4 rated j5heat?l Liriiss6 noted otine connect
wall Sheathing With 9 5c common eal's spaced at ro O,c, at
supported Panel edges and 1 2" o.c at inte-ledfats
supports.
5, install all loijwood 6ineatHirle wlto the long dimensions or
the panel across supporte and with papa! aorit;riuCU6 over
two or more scans, stagger par's end joints, 411oLL
scacinc; at panel arcs and aceas irilses otherwise
roccirrner<Jed nk, the sheath :q maruFactu
� ;. AE raiiing sHa be carsFu !y driver and not aver sr
7 f:: 2x blocking at a unsupported panel edges,
CAST-IN-PLACE CONCRETE NOTES
1, Concrete mixes Shall be designed per ACI 301, o5 ird
F:lortlard Cement conforming to ASTM C-I&O or C-5
agerecato conforming to ASTI`r! C-33, and admixtures
corpormIne to ASTM S-494, C-1017, C-(olb S and C
Concrete shall be ready -mixed in accordance with ASTM
C-(B4,
2, Concrete shall conform to the Following compressive
strength, a and water /cement ratio requirements unless
sper_[F!saliy approved by the ErHc:iInssr in writing:
Corcrote "'Iin F'r- 1/28 days) Slump LU/C Ratio
Sciumre 4000 pe' 2 - 4 0.46
Elevated Blaba 3000 pal 2 - 4" 0.46
Concrete not Noted 3000 psi - 4'
Foundations 2500 psi 2" - 4 0.50
Slaps on fzrado 4000 psi 2" - 4' 0.50
3. A= concrete work shall conform to t requirements OF
AS; 301. 'Soec IF! catl ce for Structural Concrete Buildlnqs
riot weather concreting shall be In accordance with ACI 305,
Cc , d weather corticreVng shall be :n accordance with ACI 306,
4, 4' reinforcing stool shall conform to A$ 4-615, Grade 60
'or 0 5 and iargar i:::iars and Grace 40 For •4 and smaller. All
wocire of s!-Forcing steel shall be in accordance w'tn 4W5
Dl.4. Epoxy coated reinforcing shall conform to ASTM 4-715,
5, A : : Fabric IWWF shall conform to A5Tl*1 A-185,
6, Ai reinForc+no Stee shall be set and tied in place prior
to po of concrete, except that vartical dowels For
masonry wa reinforcing may be "Floated" in place. CX,; not
Field bond bars partially embedded to Hardened concrete
unless specifically indicated or approved by the Engineer.
fRe*ne`orClr1G steel. inC!Udlng Hooks and pence, shall be
detailed In accordance with 4,Cl 3 All reiriForcirle steel
indicated as belne continuous (Cc-it.) shall be !apped with
a Types 2 splice unless noted otherwise.
8. Unless noted otherwise, the Following minimum concrets
cover shall be provided For reinforcement:
A. Concrete exposed to earth or weather:
•6 through 0 !9 cars 2'
•5 par, W31, D31 wf! a smaller - I f/2"
B. Concrete not exposed to earth or weather:
Walls, elevated stable 14 joiatel - 3/4"
Beams and coiumns 1 1/2
C, Foundation concrete See Foundation Notes.
9, Bar supports and holdIrS bars shall be provided For all
'elnrorlc[ne steel to Insure mirl rum concrete cover, Bar
Supports snail be plastic tippool or stainless steel,
1 0. Ueaa noted otherwise, ail one way slabs shall be
reinforced as Follows:
Bottom reWorcire •4 0 1 (o " o, c. (Between Supports)
Top RSIMPOrCing •4 a 12" o.c. (Centered! on Supports)
Tamp. Reinforcing 0 4 * 18" o.c. !Traraverae Bottom,
!L L;rlsse noted otherwise, a'+ concrete walls (other than
re*aW,ed wal!5, slne]l be reinforced as Follows
Wall Teilc<nse6 Horizontal Vertical Location
04 0 16" 0'r— *4 0 l8" o.c. Centered
•4 6 12' c, c. •4 * 18" o'c' 'Certarsol
ic 0 4 6 15 cn,c, 0 4 6 1 8" o.c Each Face
i2 •4 0 16" O.C. 0 4 At 18" o,c. Each Face
Al, scloas or bsrmarert;,y exposed concrete Surfaces
shall be criarriFerso 34" unless otherwise noted,
'!3. Ir order to avoid concrete shrinkage c place
concrete e:al:le Ir an aits-natfrle tame pattern, The ma.-crmu-
srotH of slab cast 'n any one continuous PoLx shall be
lim too 1 0 80 Feet,
14, Formwork shall refrain in place until r_orlcrsts has obtained
at !-east 90 or its 28 dai.. compressive strerlotH, The
Ccntrac.tor shalt provide a!! shoring and reetic-rc.
(3
STRUCTURAL STEEL NOTES I d)
1. All atructrual steel shall conform to the latest edition of the
"Manua( OF Steel Construction of the 4isc,
Q
2, .4nisas noted otherwise, all materials shall be In conformance
with the Following ASTM apeclFications:
43
MEMBER ASTM MIN, STRENGTH
Q) L7
Z
Structural Tubing AE700 Grade 5 46 kal
LU
3
.4
Steel Pipe A53 (Typs E or Grads B) 35 k61
Other Rolled shapes
and Plates A36 36 kal
connection Bolts A325 132 kel
Anchor Bolts A301
Threaded Rods A36 36 kai
Non-SHrinilt. Grout V101 8000 pal
3, Minimum bolt diameter shall be 3/4" uri!sss noted otherwise.
Ali bolts shall be shear /bearing type bolts and be amwe-tight,
4, All tweidire shall bas in accordance with AWS D1.1 using EIOXX
sisctrods6. Unless noted otherwise, provide cort, min,
sized Fillet welds per 41St reouiremorts, All filter material
SHAi have a trilrIMUM' vIald strength of 58 kal,
5. 'wMsra " Continuous Chord angles are irdiaatacl, provide
a continuous butt weld or full penetration weld at the splice
z
connection detail For approval.
(o. l"otrant connections are denoted tius On the
plan, See typlcal details.
1, Where Stela: i::)sdma 1cws across building expanslor Joists
M
LU
>
o r at alai! control Joints, provide a "sifp" Connection as shown
Lu
z
Q
n the typical details,
9
W
8, 1-4oles In steel "it be drilled or punched. All slotted
Holse shall be provided with smooth cadges. Burning of
1 4
Holes and torch cutting at the site Is not permitted.
9, Unlates, otherwise noted, all structural steel pormanantly
exposed to view Shall be shop painted with one coat of
SSPC, 15-68, fitjp®s I (Red Oxide) paint.
10, The structural steel erector *hall provide Ali temporary
OuVfnel and bracing,
40DI
11, Columns, anchor bolta, base plates, etc, have lc)ssn designed
for the loading encountered during steel erection and
construction. AN investigation of the columns, anchor bolts,
base plates, etc, is the sold rsspongj6lllty or the contractor.
12, Steel Fabricators shal be an RISC certified shop for
Category 1 steel structures and maintain detailed quality
control procedures as required to satlsr� the speow
inspection requirements of the I981 Uniform Buflollmel Code.
1--
IL
13. Provide girts with a slight dowinaard "bow" at midepan.
14, Unless otherwise noted, all structural steel parmarloftly
ex posed closed to the weather, irm-clualtme all brick shelf angiss
sHa;!
'' be hot-dipped galvanized In accordance with ASTM A153,
15. Protective coatinge damaged during the traraporMne,
erecting and field welding processes shall be repaired
in the Field to MatC:11`11 the Oicip applied coating,
lro. The contractor shall hire an independent testing agency
to provide special inspections of bolting, welding and
other Items In accordance with ISS' Uniform B,.jld[ne Coda,
M. Provide angle Frames at ail roof oparlimci6 and mechanical
Cq
roof top units per typical details,
3
:3
LU
Cal
in
.t%
01
L
Q
:
THIS DRAWNG 15 FOR TI415
LOCATION AND CUSTOMER
ONLY AND 15 NOT TO BE U4
R1151.15ED IN ANY MANNER
WITHOUT "'CIE WRITTEN CONSENT
OF DESIGN lNTELLIGENCE.LLC.
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DOWELL 0 4 INTO E XISTING
FOOTINGS * 24" O.C. VERT.
EXTEND 12" MIN INTO NEW
FOOTING= - TYPICAL
OWNER SHALL VERIFY ALL
CRITICAL S Ill
DIN� i�IM�NSIONS
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ON UNDISTURBED SOIL OR 12 O I
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WI TH FIE3REMES�4. PLACE CONST —
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MAX EACH WAY. FLOOR i t I f I I s
ELEVATION TO MATCH EXISTING.
BEAM SCHEDULE
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DOWELL 0 4 INTO E XISTING
FOOTINGS * 24" O.C. VERT.
EXTEND 12" MIN INTO NEW
FOOTING= - TYPICAL
OWNER SHALL VERIFY ALL
CRITICAL S Ill
DIN� i�IM�NSIONS
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EXISTING - �' I
EXiSTfNG
LIGHT WAREHOUSE STORAGE
-- STRUCTURE I � I'
STRUCTURE
1 I I
SLAB ON 4 CLEA GRAVEL
ON UNDISTURBED SOIL OR 12 O I
COMPACTED FILL. REINFORCE E ! (! I
WI TH FIE3REMES�4. PLACE CONST —
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OR CONTRACTION ,JOINTS 25" FI
MAX EACH WAY. FLOOR i t I f I I s
ELEVATION TO MATCH EXISTING.
BEAM SCHEDULE
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FORMING BLOC<OU"S. SEE ARC". DWGS
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LIGHT WAREHOUSE STORAGE
-- STRUCTURE I � I'
STRUCTURE
1 I I
SLAB ON 4 CLEA GRAVEL
ON UNDISTURBED SOIL OR 12 O I
COMPACTED FILL. REINFORCE E ! (! I
WI TH FIE3REMES�4. PLACE CONST —
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OR CONTRACTION ,JOINTS 25" FI
MAX EACH WAY. FLOOR i t I f I I s
ELEVATION TO MATCH EXISTING.
BEAM SCHEDULE
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OUTLOOER$ - TYf'lCAL'�
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