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FAX NO. :3173281030
Ma~. 042006 12:19AM Pl
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FROM :
FAX NO. :3173281030
Ma~. 04 2006 12:20AM P2
H8~ 04 06 10:33a
Silver Creek Encine.rin~
3172972942
p.1
GENERAL NOTES
ALL CQNSlRUCTION SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL COOE, 2000 EDITION.
fOUNDAnON~
1. PREPARE AtL AREAS OF THE SITE SUPPORTING THE SlRUClURE BY REMOVING ALL TOPSOIL, EXISTING FILL. ORGANIC
MArERIAI., OR FROZEN MeT, SOFT. LOOSE OR OTHERWISE UNSUITABLE MATERiAlS.
2. SUBSURFACE CONDIllONS HAVE: BEEN ASSlIMW TO BE ADEQUATE TO PI10VlDE AN ALLOWABlE SOIL BEARING PRESSURE OF
2000 PSF.
CONCRETE
1. THE MIXING, HANDUNG, PUlCINQ, AND CURING Cll' CONCRETE SHALL B. IN ACCORDANCE WITH THF ACl 'BUILDING COOE
REQUIREMENTS FOR REINFORCED C()-l~m' (AD 318).
2. ALL CONCRETE 'M:lIiK SHAlL BE PERFORIllED IN ACCORDANCE WITH ACI 301, AO 318 AND ACI 306. 00 NOT PLACE DURING
RAIN. S1UEET. OR SNOW WITHOUT ADEWA TE PROllECllON.
J. FLY ASH MEEl1NG ASTM C818 TYPE C WITH MAXIMUM LOSS ON IGNITION Of 1.5 PERCENT AND THE MAXIMUM AMOJNT
RETAINED WHEN I'f[T-SlEVED ON NO. 325 SIEVE Of 30 PERCENT, MAY BE USED AS A POUND-FOR-POUND StlBSTIlUTEFOR
COlENT Y.\ TH A MAXIMUM CF 20 PERCENT BY I'f[IGHT.
4. ALL CONCRETE ExPOSED TO I't1::ATHER SHALL BE AIR ENTRAINED WITH A lROWELED RNlSH.
5. CON~ETE MIX PROPOR110NING:
1. CLASS A CONCRETE (FOOTINGS):
A. COMPRESSIVE STRENGTH AT 28 DAYS: 3000 PSI.
B. MINIMUM CEMENT CONTENT: 423 LB/Cll YD.
C. MAXIMUM WAIEH-C~MENT RA TIO~ O.:i8.
D. AIR CONTENT: 6:l: 1 PERCENT. h-
E. SLUMP: 5 INCHtS LU
Y/lllm. " PLYWOOD
,. ALL WOOO CONSTRUCTION SHALL BE IN ACCORDANCE WI H THE AMERICAN f RES
DESIGN SPEClRCATlON roR WOOD CONSl1lllC110tt. '997 EDITION.
2. ALL WOOD FRAMING MATERIAL SHALL BE SURFACE DRy AND USED AT 19% MAXIMUM MOISTURE CONTENT. ALLOWABLE SlTlESS
REQUIREMENTS OF AlL WATERIAL SHALl.. RF IN ACCORDANCE WITH THE "DESIGN DATA", ON THIS SHEET .
3. THE NUMBE~ AND SIZE OF NAILS CONNECTING WOOD MEMBERS SHALL NOT BE LESS THAN SET FORTH IN TABLe: R6D2.3 OF
THE 2000 INTERNATIONAL RESlDENl1AL CODE.
4. A'-l PLATES. ANCHORS. NAU.S. ROLTS, NUTS, WASHERS, AND OTHER MISCELlANEOUS HARDWARE SHALL BE HOT DIP
GALVANIZED.
5. LlIMBER TO BE USED IN LOAD BEARING APPUCATlDNS Sl1AlL BE CAREFULLY SElECTED AND FREE OF SPLITS, CHECKS AND
SHAKES. \\\lI\lIU~III1W.....
~"''f.. KS~.'~
DEAD LOADS: SOILS INrnRllA nON: It~~tGi!iTr~'}1~~
I-JOIST DECK SYSTEM 13. PSF ALLOWABLE NET BEARING PRESSURE: ~ .1" ~ PE ~;p\
FLOOR MISC. 5 PSF BEAM. SUPPORTS 2000 PSF (ASSUMED) CI) l ~l
lOIEIlECI(LSOADS, CONCROll:' ~\ 60870212(1);'
40 PSF COI.IPRESSIlIE SlTlENGTH 3000 PSI ~'S T OF ""'.
ROOF LIVE LOAD PSF \.. TA E I:. . li:' YJ
20 STRIJCnJRAL STEEL: ,~ . ~
~ .~.~
20 PSF ANGlES, BARS AND PLATES AJ6. Fy g 36 KSI ~ ~
'MMD LOADS: ANDlOR BOLTS A307 AI.
BASIC WIND SPEW 90 MPH ' """~\ /1
~~~0~~CE FACTOR ~o ~MENSlON LlIMBER SOUTHERN PINF. NO.2 OR BETT e'/J)(JI,J':) .
BUILDING CATEGORY II T,I JOIST SFRIES TRllS,JOIST TJI 230 JOISTS OR BEllER
cOMPONENT &: CLADDING OOIENllED SlRAND BOARD OSB APA RATED SHEATHING EXP 1 7 16
DESIGN WINO PRESSURE 15 psI &. 2.-20.06 REVISED FOR CONSTRUCnON t.lETHOOS
DRAWIlG TITLE IlIlA'/lll BV , DESIGIEIl BV ;
MCK[[ SUNRnflM jll: SIGNS SJS,II.IEf SJ.,jl'ff
Qi!u\UI IlV , DATi ,
]-])CCK SYSTEM <KK 1>-OJ-O'
G[!V[RAL tiDIES 5r.!:o:,,"o AS~~~O
,7 16" T.Ie G OSB
9 1/2"
ENGINEEREO
I-JOIST
(TYP.)
I
~~
ADJACENT II
.-II
PANEL / II
HOST -' II
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"ACRYUGUARD EIIULSlON FINISH
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AND PAPER ASSOClA TION'S "NATIONAl
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FIGURE,
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FROM
FAX NO. :3173281030
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May. 04 2006 12: 20AM P3
PIER FUUNL)ATIOI~
(SEE FIG 4)-',
sPAN (24'-0" MAK)
SEE BEAM J:- -- .------
SCIIEDUL[~'-"':-C:
I I I I
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I I' I I
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'\':"E I~;'j;j~ .
H SE!STRUCTLRE
DEAD LOADS:
I-JOIST DECK SYS\EM
MISC. FLOOR
ROOF
liVE LOADS:
DECKS 40 PSF
ROOF 20 PSF
,.--.--"---
1. SEE GENERAL NOTES ON FIGURE: 1 FOR AuD 1ION^L INFORMATION.
2. THE PLYWOOD sHFf:TS OF THE 48" I-DECK YSTEM \\1LL BE GLUED AND
NAILED 1'0 JOISTS, TOI' AND BOTTOM pER liE REQUIREMENTS OF APA
DESIGN/CONSTRUCTION GUIOL
3. ROOF LOAD PATH TO BEAR DIRECTLY ON N W BEAM.
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-pol SYSTEM
:: (SEE NOTf. 2)
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. I I _-I-.JOIST (TW.)
IlK'
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,I. '
SUNROOM FLOOR FRAMING PLA
- -
I-DECK SIMPLE SPAN
1/8" ~ 1'-0"
PLAN NOTES
13 PSF
~ PSF
8 PSF
-- ---
BEAM SCH OULE
--'-
SPAN * OF BEAM MI . TO MAX, DIAGRAM \\I"mIIllUIllrflln:
SUPPORTS RECiD. e NTILf.VER ..'~~ '(... K/;,,S: '~..
b'<' ."'''!\'i'jg''''':;1. ~
(3) 2>B ' TO 2' I- <t; ,.fjtJ)\ .It?'o' ,
24' 1 ~... ~ ;-<.'
---;I. ---zr'---d'-"~ 1"'1 PE . 'fJ
20' (3) 2x8 .' '. i
4 '103' -r' x-.r -.- -:*1 G087OC112i"*a
20' 0 (3) 2,8 ' TO 3' ",tr----n'-T '-t\ STA1'~.&:r -~ ~I
- ---'-" ~, ' ~' ~"
16' 3 (3) 2x8 ' 103' ..'--r" -.r P'\:t':f.,?,\~\~~~r;;
~yON~1 "",,,
15' 4 (3) :bA ' TO 3' Tor '~If ?, ":""""r:'" .
......,;l:,c..t ..1":'11':1 "1 If\
I .'
NOTES: f1.-IH~!C"-( !
1. SUPPORTS SIiALL BE EVENLY SPACro AT A MAXIMUM OF a'-o" APART.
MCKtE SUN ROOM ESIGf\IS
I-DECK SYST M
16' DFCK PROJ[ liON
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7106 'f(/'tDEMM ORIVE. ~l
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(."1)-')97-5610
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DR^ WING TITLE
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DESIGNfD ~y .
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FIGURF,
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DR^WN BY ;
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eHE.CKE'.o BY :
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SCE JOB NO.
O~21 ~,
FROM :
Ma~ 04 06 101333
FAX NO. :3173281030
May. 04 2006 12: 21AM P5
3172872842 p.2
Silver Creek Encineerinc
FOUNPATlo~s
R405.z.3 Dr.~ sy8lom. In otbor I~ Oro.p J .oils, a
QUtlJp shan he provided to drain the J'IOOO\ltl. J.ayer nnd fOOl-
ings. The SUlllpshslI be at le..t 24 inche, (610 mm) in diamc.
lei 01' 20 inches "'lUafe (0.0129 m~). $baD e~l.end at l...t 24
incbea (610 mm) below the bottom of the b2lbiJ(nenl llv()r 1turl
sball be capable or positive ,g'f~vhy or mechanical druinage
to N'm()Ve I')TlY flo,::umulared wator. Tb~ drainage system sball
disch.rge into 8Il approved ,ewer system or to daylight.
SECTION R406
FOUNDATION WATERPROOFING
AND DAMPPFlOOl'lNQ
R406.1 Cmte_..le aDd masonry fountlAlIOD dampprooftng.
Except whc:r~ rcqu'ired to be wal~Tprt'(,.IftXl by Section R406.2,
faundll:tioD walls mat re-talc earth m:I enclose habitable or llS-
able spaces 10ea11!d beluw grade .hnll be damppro<>fod frum th
top of the fuoting to the flllial.ed grade. M"onry waUs shnll
ht'i'fe not lc:s5 than 3/s1nc.,b (9.:1 mm) pOIIl!\lJd cemWltpargiDg ,
applied to the oxl<rior of the wall. The parging shall be damp-
proofed with B bituminous cooting, 3 pounOs per square yard
(1.63 k&lm2) of acrylie modified ..men~ ';.-;,,,,h (3.11Dlll)
C<lol uf .url.ce.bOl10ing mortar complying with ASTM C 887
or BUY m.tcri,d pctmilted {fir wnterpruoDng ill SeCTIon 1',406.2,
Coo...te walls shall be dampproofed by applying anyone of
the above liSled dampproofing marerio.ts or anyone of 1tI0 wa-
teIploofioi materials lilOted. in Secti.onlM()6.2 In the exlerior of
the wall.
R406.2 Cone....., apd m.aoary COllDdotlnn watcrproo60g.
In areas wbeli: il btgtl watettablc or othe'l'senrt:: soil"water (".au-
ditions l1'll known \.0 ~:tist, exterior to\lndll.tion 'WaJl~ that retllll
e.rth. and enclose babitable Ot ...lIble spaces located below
grade "hotl be watt:rprnofW witb Q lbtmlbrane extending wm
.he lop oflbe foo!Ulg.o tllofinished grade. The membrane 'ball
eon,isl of 2-ply hOI-WOpped folts, 55 pound (2' kg) roU roof.
ing. 6-mil (0.15 mm) polyvinyl chloride, 6-mil (0_15 1Il[Jl)
poly...hyl.."e or 4O.."il (I mm) polymer-modified asphalt The
jornts Ul rue memhran(', ~ht311 be liJ"PCd and.scaled with lm adhe-
lo\ive complltible with tho waterproofing membrane..
Excepllon: Or~anic solvent based prodUCIS sueh a.. hydro.
\'.itTbons, chlorinated hydrocnrhoIls, ketones and e:sterlii shall
nOI he osed for lc..'F walls witb expnnllcd polystyrene form
material. Plasti~ toOfing cementbl, acrylic coadugs, late:"
coatings, mortars Ilod pargiag~ arC: 'permjtt~d 10 be: used to
'col ICF walls. Cold oetting asphnlt 0[ hO'..phall ,hall eon-
form to type C of ASTM D 449. Ho. asphalt shau be applied
al III temperature of less 'bllll 200 dewees.
R406-~ DampproonDB lon,'cod f.aadatlo...,. Wuod found.-
dons ~o:sing babltable or tlsabtl: '"Paees located below gJ1tdo
shaJJ be damppmofert In "ccordance 'With Sectionll R406.3.1
IhIOuRb R4(J6.3.4.
R4tl6.3.1 Pauel JoiDl sealed. Plywood p.nel join" in th,
CQuIldatign wldle s.hatJ be 1St1Kled full Jength with a. ca.u.lIdng
comptmnd ("'..apable 01' protJuc1ng III moi~ture-ptoof seal uIKler
the cc:mditioos otlclUpel"lIt11.re and mOlsll\re eo~tcnt at which
i1 will be. applied lolnnulled.
..
R406.3.2 Below grade moisture barrier. A 6-mil.thiek
(0.15 mm) potye.tby1=o film ZlhoJ1 be Qppli~d Qver the be-
low-gratle portion of exterior fOllDd.lion walls prior to hacl-
fillillg. Joint, in lbe polyolllylcne fum sJJaU be lapped 6 ineh-
CII (157. mm) and 5elllC'.d witb 1:lr.fhr::siv(', Tb(', fOp crtgt:' of thr..
polyelhyleoe fihn sball be bonded to lhe ,beathing to form.
::I~l. Film arC!5 11:1 grade. l~vcJ shall be protected from m~.
chanjca! da.mag.c and c.xpOt.ure by a. pressure pTC"erYlllivel)1
tteate.d lum'btt Of Illywwd strIP auaclu:d lO rhe \\',,11 ocvetflJ
inches l'.bovcrmishgradelcvcl andex:tendjn8appl'o'Xjm;1~.ly
9lnehe. (229 wm) below grade. The joint b.tween rhe ,rrip
and tho wnll,ha/J b....lk.dMJ length pnor lu f."eJllllg U,.
~rip 10 the wall. Other covcriDgs appropriate lo the m:hitcCH
mrallreRtment may also be used.11le poly.lllylet'- film sban
eXlend down to the bottom of the wood fontioe pI..,. hili
,hall not overlap or extend int(> Ibe ~rsv^J or el1lsbed SlOne
footing,
B.406.3.3.PDrousml. The~paccbetw~e1ltheexca\latiOl'lllnd
the ronndRtion w.II,h.1I be backfilled willllh. s.",e m'l.ri-
al usod f<lr !OOli"ll', lip 10 a height uf 1 f<>Ol(305ll1lll) above
the rooting f"Of woll-draiDed shes., or one-blllf the: totgj back-
fill height iorpoo.rJy drsined sile.. Th. poro", fill ,hall be
covered with slnp. of ~O-po,,"d (H6 kg) ..phelt p'per or
6-mll (0.15 nun) polyethylene to permitwat.. seepage while
avoiding jl1'(}jtfll.tioD of fine soils.
Jl.4116.3.4 llac)dlll. TIle remoillder of .lbe e.CRVOled sre,
shall in: bacldillcd with the ~ame type of soil nsww; rc\flovr:ti
during the. e~cavll.tjon.
Sl:CTlON Fl407
COL.UMNS
R407.1 Wood rolumn profer.1ibn_ Wood r.:olumD5 shaH be
protected DB8""1 deCRY OS ..t(ortb in Section R319,
R407.2 SlwleolWllD prote.lIon. A11.11r!aec. (inside a"d oul-
sid'll) of steel cohm1ns sbll.Jl be given a &:hup coat of lU:ll..inhihi-
tive paint, except for cotIO:!ion-rCl5:i5tant ~tc:cl and .'itecllrollted
with coadnB'1 to provide COtTOlijon r~lstallCe.
11407.3 Struclura' requirements, The eol.UJUJIS shall b. ro-
stnslntld tn prev8I\f l:.tf!Tal. dts:pb.c.e.menr at Ihe bottom eDd.
WOol.1 columns shallnotbe less in ncmiullJ si2':ethnll 4lnc1les hy
4 inches (102 mm by l02 mm) .1nd stEol c.olu.mDs shall not be
lllr..~ than 3.jT\ch-dinmelel" (76 mrn) SlaDda.rd pipe or approved
equivalent.
Exception: In Scismk: Design Categnrle!; A, It a.nd C (:(,1-
IlI11DS no morc than 48 inchcJI (1219 mm) ill tlcight on .& pit::T
or foolillj! are exempl from tho buttom end lateral di'place-
JDCnt requirement wirJlin umJcTf1nnr "t'CI!': enclosed by 3. con-
tinuous fQLlndatioD.
SECTION A408
UNDER-FLOOR SPAO.,
R.40R.1 VP.1lfi1ation. Tbl! uuder-fiOOJ" space betwun the hili-
tom of the floor joists and lne eArth muler any building (except
space occupied hy . basement or cellu) sh:aU he provided WillI
tow INtEANATIONAL "I!BID~NTIAL COPE~
FROM
M8~ 04 06 10.338
FAX NO. :3173281030
Ma~. 04 2006 12:20AM P4
3172872942 p.3
Silver Creek Encine.ring
venlilation openings IhrOllg~ fO!\ndBtjon walls or exterior
walls. The minimum net 01" of ventilation opcninp Bhllll not
he less than 1 aquare foot far .acb ISO square feet (0.67 m2 for
each 100 m2j of under-floor spaee area. Onc ,"ch venlUaling
opeDIAR .hall b. within 3 feet (914 mm) of ooeh comor of ,oid
building. .
R408.2 Openlnll" for under-!Ioor 'fntll.tlon. The minimum
Ill::!l area of venLiladDD. opp.:nmgs. sb~n Dur be: l~c; thRn 1 ~qu:!l'e
foOl (0.0929 m') for each 150 .quere teet (100 m2) ufumler-
lIoor space area. One SllCh ventilating opo.wg >hall be within 3
feet (914 mm) of elld eornvr uf lh4: buUding. Ventilation open.
ings shall be tovcttd lot the;, height and width with ilny of thf!.
fonowing tniilerialli provid~d that the least lJim"nsiQJl Of U'Ie
coveting shan not exceed 1/4 ioch (6.4 mm):
1. Perforated abeel me.tal plates not less lban 0.010 ioch
(1..8 mm) thick.
1. Expanded ,heetlnetaJplatesnotl...'bon 0.047 inch (1.2
mill) tbick
3. Ca:sl ilOl1 XriIh or gratin&,.
4. BJ:trtlded l~d-he:l1ing brick Vl::llJW.
3. H.rdwlUe cloth ufO.03.5 ,,,oil (0.89 mill) wire orhe,.ier.
6, O)(Jc)J;)rm"rfl.:.il.ltanl wil'll nlo1:~h, wilh thl;l)alU:t dimem::ion
being II, inch (3.2 10m).
Exceptions:
1. Where warranted by climatic conditionS. vetl-
tilation openings to tbe outdoors arc nol. n:-
quin::d if ventilation openings \0 tb~ interior nre
provided.
2. Tile ",..I area of yentiilltlon oPonin8s may be
reduced to 1/1S00 of the uDder~floor .IU1!Si where:
the ground surface i:<l trclltc;d with 811 approved
vapor reUU'der material and the r&quim open-
ings are plnced 1;,0 B!Io to provide cross~v!mtUa-
Don of the .spilCI:, The installation of operable
louvers shall Dol be prohibited..
:!l. Unner..floor ~pJ.ce..1II;. u",~d alt lupply plenums for
di'ltillutlon ofbe.ted and cooledairahall com-
ply with the requiremoots of Section MI601.4
4. Ventilation openings lIfC not requ1.rc'" wilt:J'e
contblUOu.C;ly operated 1l.lcchantcal vcntllntion
is pfC)Vjdcd at ill l1I.te of 1.0cfm (10m2)fUTcadl
50 squ"o feot (l.02 U.) of underfloor spa'"
floor Ilrea and ground surface is covered with an
approved vnpQr ,retl\rdet' ma.ter;al.
5" Venrn.don openings are not required when lhe
gr01lnd l:l1f'j:lt".~;\I Mlfe:n:U willi an Ilpproved va.
Jmf rctilrdcr mnterial, the space is !';upplicd with
cnm.lllloned air and lhe pCllmclcl walb ilIlI in~
lfulll.tcd in accordance \Vith Seetioll NJ.I01.1.7,
1\408.3 Access. Ace... .hall bo provi~ed 10 .U lllldel'-fioor
sp~ct:S, ~e.!,;~ upening~ throup;h tho flt"l()T shl1 be .!l. !DUliLLlUJll
nf 18 Inoh., by 24 i.cbea (4~7 mOl , 610 aun). Openiogs
through. perimet.r wall shall be 15 ;noho, by 24 iuch.. (4(17
mm x 610 mm). Wben MY ponioD crt tIle tbrough wall ac:eess is
Jlc1vw gnll.1c:, Jln l\~"Wfty urnu! 1c!! tha!l16 int;hr.$ by 24im:ht::s
$hall he I1mvidlCd. The oonom oflbe areRWAY shall br. br:low thr.
2flll3INTERNATIONAL RE5IDEI'lT1AL. CODE"
FOUNDATIONS
thre,.hold of the aCCtss opening. Through wall acee..' upeuing" I
$11a.l1 not be located under 8 door to ~hc resldtncc:. Se.~.
MnOS.I.4 fot acuas r"lJl.iremenls where 1ll,-r.hniCllI equip-
me,! j, located under no"".
R408.4 lWuovnl of debris. The UDder-floor grade sball b.
cleaned of all veaetatioll and OrBtlllic mDterial. AU wood fomlS
used for placing concrete "hall be removed before a building is
occupied or used for l.my J1urpu~e, All COI1StruCtie>D UllIlc,lals
sblill be Ten'1Oved before Il. building is 0C:e11piltd or used for Hn)'
Pl\lpose.
R40S.S Finished grade. TIlc finished gra~e of under -flour 'ur-
fBet may be lWtLted at the bottom ~f tbe food.ngs; hawevelj
where th.:rt; is evidence that the grmmdwater table CR.n rise to
wjlbin ~ i"ol1e. (152 mm) of I~e finished floor althe buildln~
perinl!ter or wh~Jt: fh.t':l'~ if:: evidence that tht SUlfate Wlltot doe~
notrell.dily drain from the building site. the grade iu tlJe Vlllle,i-
11('1or !price shall be as high os thE! outaide finished grade, unJea;s
nn Ippruvetl dramllge sY!!.tcm is provided.
R4118.6 Flood reslslance. For b.ildillgs located in ore., prone
to fiO()dirt~ as ....bli.,hcd in Table 1130] .2(1):
L Walls enclosing the \lndcnloor ~at:c .shall be provldcd
witb fLoo(t o-pfmings in accor<1SllC:t: with Section
R323.2.2.
2. The finished ground level of th~ undcrfh,NJ ~pi2ce shall
be '~n.lto or higher lIJaJl tbe outside fiuished ~round
leyel
Ex~pti(tn: tlnderfloor Sptlc.:r:s tbllt meet the ~ql,ire.
me.t, of FEMAlFIA TB 1. j..l.
85