HomeMy WebLinkAboutStructural DrawingscSiENEAAL STFWCTUAAL NOTES
cSiENEAAL REC:;IUIREMENTS
I. Des19n I& b<;lsod on the :200Cif edition oF l:he
International R6sldentlal Code (IR.c.).
:.2.Des 19n Live Load~:
a. RooF (5nol'I) ................................. 40PSF
b. Ra&ldentlal Floors .................... 40PSF
c.. Exterior Dec.ks .................... E10PSF
d. lflllnd ............. CifO MFH 6aelc. lflllnd ~eed
9 second 9ust
S.All dimensions, elevation~ anc:j detail& on strvc.tural documents
shall be verified against the arc.hltec.tural documents prlol" to
c.onstruc.tlon or Fabrication.
4.The c.ontrac.t etruc.tural doc.uments and spec.lPlc.atlons represent
the completed struc.t1.1re. The c.o.ntrac.tor shall provide all
meas1Jres nec.eeeary to protect the struc.ture and existing
adjacent struc.turos and utll ftles .
!;?.C.oordlnate all ope,n1n9s through Floors, 1111alls and roofs l'llth
Mechanic.al and Electric.al Contractors. Notify Engineer oF any
openings to be c.ut In str1.1c.tural systems .
FOUNDATIONS
l.FoundG:Jtli;m design le based, upon the follol'lllng assumed soil properties:
Maximum Searing Capac.tty ......................... 1500 F'SF.
Ac.ttve Soll ·Pressure ..................................... 50 PCF .
Solis are presumed to be non-expansive, non'-soluble, and not
pr:-one to exc:.eeslve c:.oneolldo~ton .
:.2.A l l Footings are to bec:ir on undlt~turbed natural bearing materials
or c:.ompacted structural Piii.
S.Avotd exc:.esslve ~etttng or drying oF the excavation, keeping· the
exc:.avation reasonably Free or water during placement or
cc;mc.rete For Footings .
4 .General ~q1.1trements :
a . Fo\Jndatton I'll.alls l'lllth be1:1ckFlll on only one I'll.all Pace shall have
all supporting Framing systems or ~e·mporary brac:.tng In plac:.e
prt:or to placing bac.kFlll (l.lnlese noted otherl'lllse on plan).
b. Sa.c:.kPill on l'llalf& l'lith Fiii on ~th sides to be compac:.ted' In
equal lifts eac:.h i;.lde oF l'lall.
CONCRETE AND RE INFORCING STEEL
I.All c:.onc:.rete shall attain 9,000 PS'I compressive strength l'lllthln
:.2e doys except ae Follo1'115:
C.onc.rete For exterior Flatl'l:ork and garage Floors shall attain
4,000 PSI compressive strength ""'ttn ln :2~ days.
.2.Use iype 1-11 Portland Cement (ASTM C.150) l'lllth 4-b%
a ir entrainment. Goncrete aggregate to be normal l'lletght (stor'le).
S .Perform all Gast-lri-place concrete 1111ork. In occordance ~Ith
"Spec:.tFtcatto.ns Par ~t:ruc:.tural C.onc:.rete Par 19ulldtnge," AC.I 901-e4,
unlese noted otherl'!l&e. Provide hot or c:.old l'leather protection
per AC.I 90!5 or 90b ..
4 .Re>lnforc.tng stoel ehall conform to ASTM MIS:
**4 and smaller ..... ~ade 40; #5 and larger ..... erade bO
5.Hortzontal relnForGtng eteel ehall be made contrnvove by lc:::ipptng
bars a mtntmt,Jm of 9:.2 bar dtametere a~ all splices and providing
corner bare. Fabl"lc.atton and tnetallatton of retnPorGtng eteel ePiall
cc::mform to AC.I SIS.
6.Provlde aGGeeeorlee neGeseary to properly eupport relnflorGtng
a t the poetttons sho!l'ln on the doc:.uments .
i.Calctum c.hlorlde or admtx tvres c:.ontalntng more than 0.05%
chloride lone or thloc:.yanatee ai"'e mot permitted.
e.Do not plCIGe plpee, duGte or Ghaeee In e.truc:.tural conc.rete l'lllthout
prior approval of the Struc.turol Engineer.
sm.uc TUAAL ll'IOOD FRAMING
A. PIMEN$10NAL LUM6ER
I.Al l timber conefr1.1c:.tlon (light and heavi:j) s)h all conform to American
Institute oF Timber ConetruGtlon' (AITC) and Nattono l Deetgn
Spec.lflGatton (NDS) standards .
2.Struc:.tural Framing lumber shall be r::>ouglas Fir Lqrc.h, ~Ith the
Pollo1'11tn9 minimum grades :
Plates and Stvds : #:2
Jolete and RaPtere: #:2
6eame, Poete and Timbers #I
SAii s .111 plates In c.ontC1Gt l'llltf'l GonGrete or masonry Foundation shall
bl!' Foundation ~ade Red~ood or Pressure Treated Hem-Fir #Z?
or better, deel9nated Fo'r "Above 6round" usage as defined by
the Amertc:.an lfllood Preeerver'e Institute.
4.e1v-lamtnC1ted members ehall be Douglae Fir/Larch as Pollol'lle:
c.c;>nform to AITC eymbol 24F-V9 or better (Fb = :2400 PSI;
Fv = 165 PSI; E = 1,eoo,000 PSI), vnless noted other""'tee .
5.e<:;.I producte shoY'll'l shall be ae manuPac:.tured by the
Seise SIJlldtng Solutjone MPr, LLC. 6ot&e p:r-oduc:.ts
tnc:.lude: 6"1 1e, (Vere.a-Rim) Rim Boards, and
Vorsa-Lam Header$. lnetallatlon detatle, bloc:.ktng , brac:.lng and c:.onnectlons
shall conPorm ta the requirements oP the rmanufac:.t1,1rer.
El.Laminated Veneer Lumber (LVL) ehClll be designed and fobrlc:.ated
In acGordance l'lllth the National researGh Board and the NC1t lonol
Deet9n Speclftc:.atlon Par l'lood. LVL'e to be I~" thick l'lllth thc!!i
fQllol'ltng minimum ll'lork.tng etreeeee : Fb = :2¢100 PSI '; Fv ;:: 285 PSI;
E = 1,eoo,000 PSI
i.Y'-lood mC1nuPactured produc:.ts other than those noted, l'llhlch have
l.C..C.. approval , may be ueed l'llth approval oF the Eng ineer.
S. FASTENERS AND CONNECTORS
I.Al l timber nalltng and Gonnec.ttons ehall c:.onForm ta IRC and AITC.
Reference IRC. Table No. Rb0::2.9(1): Fastening Sc:.hedule.
:.2.Metal connec:.tore Par l'llood Fromlnq are manufac:.tured by the
Slmpeon Strong-Tie C.ompany, c.onnec:.to're ""Ith nall s shorter than
common ae Follol'llS i
ed x I~"; IOd x 1~1 '; i bd x .2~". unless no.ted otner~lee .
9.Alternate connec:.tlons and Paetoners to thoee lleted above, l'llhlc.h
have l.C.C. approval, may be used vpon approvCl l by the Engineer.
4.Lag 5Gre.,.. Gonnec:.tlone, lnc:.ludtng lead holes, pilot holes, and eGre""'
lnetal latlon, ehall conform ta NDS.
5 .Solte for ... ood member c.onnec.tlone shc:ill be ASTM A901 ""Ith
minimum I~" dlometer 1111oeher eac:.h ehd, un l ess na-ted otherY-tlee.
Do not c.ounterstnk bolts 1.1nlet.e noted other.,..lee .
Pl'<E-~tu' AC TURED '
ROOF TRUssr
2x4 RAFTER
• 24" o.c.
PROVIDE
LU-24 JST 1-kS-R
EACtH t:ND
EACH RAFTER
2xe
RIM
:2x4 STUDS .......__..-4'-1~"
MAit-! LEVEL+
:2xe FLR JST
EXl5TIN~ COND fTION5: BLD6 1A 1
1/:2" = I '-0"
4'-0"
EXIST
AS4 FRAMINe
ANCHOR EACH SIDE
EXI STING FLAT
ROOF 5TRUC TURE
TO SE SUPPORTED
VV TIM6ER KNEE
6AAGES -SEE C/51
NOTCH VERTICAL
4x4 TO EXTEND
eETlfll SPAceD
(:2)-.2x4's ATTACH 2x4 RAFTER-TO-4x.;.
VV He HURRICANE TIE EACH SDE
N
2'-6 "
(2)-:2x4 $PAC.ED
(I NElfll + I EXIST)
~ (2)-112" dla .. l THRU 60LT5
1/2" dla . x Ci!" LA6 SC.RElfll TO
lf\IOOD STUD -1/:.2" dla. x '!"
,___'SLEEVE TYPE EXPANSION
ANCHOR TO CGNC. $ SOLID
MASONRY
4x4 VV (4)-114" dla. x b"
SDS $C.RE'1'15 TO EXIST
lf\IOOD STUD -PROVIDE
(4)-9/e" dla . x 6" SLEEVE
TYPE EXPANSION ANCHORS
TO CONCRETE 4 SOLID
MASONRY -TO ATTACH TO
HOLLOlfll 6LOCK USE (4)-
112" dla. THREADED RODS
VV EPOXY $ STAINLESS
STEEL SC.REEN TU6ES
(Rl::TF<.OFIT ANCHORS)
~-1,,-=-1·--o~ .. ~---------------------------------~----------------~
------
SDS SC.RElfll
MFR. = SIMPSON
STF<.ONe-TIE C.O . REINFORCE EXl5TINcSi
C.ONNEC. TION1
PROVIDE 1/4" dla . x
S.1/2" 5DS SC.RE,..,S @
24" O.C.. TO EXISTIN6
STUD OR RIM JOIST
E:XISTING 2x4
LED6ER
C.ONNEC. TION @ ----::-20_11 ~---1 :-:.-.D-~_A_L_L _________ ---'~
" LI
4
"
4
EXISTIN6
CONC.. lf\IALL
(AS SHOlfllN) <1
4
OR MASONRY
lf\IALL
<1
4
" 4
'1
4
4
LI "'
"
4
REINFORCE EXISTING
CONNEC. TION:
PROVIDE 1/4" dla. x
2 ,9/4" TAPCON SC.RE,..,
(MFR. = ELCO
INDUSTRIES, INC.)
EXISTIN6 .2x4
LEDGER
C.ONNEC.TION@ MASONRY
OR C.ONC.. ~ALL ® ------B.I
1.1/2" = l'-0"
KURTZ ~
ASSOCIATES,
INC.
50 12 C.OUNTY RD . 154
6LEN~OOD 5Pf<.IN6S ;
C.OLORADO
(Gf10) c::f45-6905
RIVER FRONT
LODGE ~
AFARTMEN.T5
1.:251 COUNTY ROAD 154
6ARFIELD COUNTY,
COLORADO
DRA~N 6Y :
C.HEC..KED SY: 6.J.K.
SC.ALE : AS 5Hbv-tN
PROJEC..T #: 14-29
DATE:
C..OORDINATION SET:
0 ·6/90/14
<!: o loJ 5. T'Ru c..\to ,J
SET: o7/otji4j.SJ/(.
SHEET TITLE:
6ENERAL NOTES
AND DETAILS
SHEET:
S=
PROVIDE 5" MINIMUM~
6EARIN<Si
8"MIN~ -,j<-..........:--¥--....:.._...,y
(1)-1*5 CONT . T 4 6
li5 VERT. o 12' O.G.
'*5 HORIZ .
@ I~" 0.G. t----:iir--t
l'-0''
.,
"""-IEXl5TIN5 '"'--1 C.UT SLOPE
DV'll.. 115 x 16" """"\ 13::2'
@ e" O.G.
( r1 ROU6HEN C.Ol.D JT I I TO 114" AMPLITUDE-TYP
''l'Trln=.---~~~..i..-..,,.,.,.~L:...,
10"
(o)-#5 C.ONT.
SEE P L AN
TYPI C.AL ® -~-----.---------A
I" i:: l'-0"
REINFORCE SLA B ~ bxb-
lt'Q.I x i."12.1 V{ELDED r'ilRE FA6RIC. (V'i.V'i.F.)
1'-0 "
EXI ST . YW..,L l___,_
eEYONDC-. ··~
*'4 C.ONT. TOP
4 BOT EA. SIDE
PROVIDE 4 " TH IC.K C.ONC.RETE
5LA6-0N ~<So RAD E OVER 8" THIC.K
LAYER Of FREE DRAINI N6
~-~STRUC.TURAL FILL-C.OMPAC.T SUB-
C>RADE IN A C.C.ORDANC.E
Y'V' SOILS EN6 1NE ER 'S
REC.OMME ND AT IO NS
l'-0"
2 " THIC.K Rl61D
INSULATION-
_ __. EXTRUDED
P O LYSTYRENE
EXTEND BEYOND
SLAB A 5 SHOV'iN
ALL A ROUND
8" THI CKENED 8" THIC.J<ENE D
ED5E ED6E ® --~---~---6
:3/4" = l'-0 "
-()
t
rn
UP
e" x :;z•-10"
HI CONC.
HALL Al..l..
AROUND
28'-0 11
----------------, I
I
I
I
I
C.RAV'il
5PAC.E
ENTRANC.E
S'-0" VER.TIC.AL
C.UT EA.
51DE OPG
TIM6ER UNDERPIN
6ELOY'I r'TG TO
REMAIN EA. 51DE
.2X8 ®
16" o.c..
I
I
I
I I
I I
I I
I I
+-.---l.<~sJ~--=2x~e==--•--~(e~J_-=2~x=e~-•--~s~)_-~2=x~e'-----4I I
I I
.2Xe ®
lb" o.c..
I I
I I
I I
I
I
1 1
I
, I
L ________________ _J l
------------------~
FOUNDA T ION AND MAIN FLOOR FRAMING PLAN:
EXISTING C.ONDITIONS:BLDG 'B'
5/16'•1'-0"
·8" THI< x l ',.6"
C.ONC. RETAININ6
l/llALL
N
_I
N
VERTICAL
DOll'IEL
FROM
BOULDER
I
· 1
I0'-0"
INSULATED
CONC .
SLAB-ON
5AADE
8" MINIMUM
CONC RET AININ6
l/llALL
I:?" HIG>H
SANDSTONE
BOULDER TO
REMAIN
UNDISTURBED
e• MINIMUM C.ONC
---iRETAININ6 r'iALL
(FTIS NOT SHOll'IN
IN PLAN-TYP)
-------:1'
VERTICAL DOll'IEL FROM 60ULDER
(2 THUS): DRILL 9/4" ~la. x e"
2:2" Hlc:SiH X
9:2" x 9:2"
SANDSTONE
TO REMAIN
UNDISTURBED DEEP HOLE IN 60UL D ~R. CLEAN HOLE
4 CLEAN 60ULDER C.y>NT ACT SURFACE
4 ATTACH #5 x 40" VERT. DOll'IEL
11'1/ .2-PART STRUCTURA L EPOXY
PARTIAL FOUNDATION PLAN (REPAIR PLAN): BLDG 'B'
1/4"=1'-0"
KURTZ $
ASSOCIATES,
INC.
5012 COUNTY RD. 154
<SLEN~OOD SPRIN<SS,
COLORADO
(Cl10) ~45-6905
RIVER FRONT
LODGE $
APARTMENTS
1:251 COUNTY ROAD 154
6ARFIEL.D Co..JNTY,
COLORADO
---DRA~N -6"!"_: ··-~-.. ,.
C.HEC.KED BY: B.J.K.
SC.ALE: AS SHOV'iN
PROJECT ti:: 14-29
DATE:
COORDINATION SET:
06/90/14
C<J/JS. !Ruclio1'.)
<;cs-r: a1/0L/i4-,t;Jk..
SHEET TITLE:
EXIST. FDN FLAN,
REPAIR PLAN,
4 DETAILS
SHEET:
S=2