20091203140032867.pdfPage 3 of 6
11 w MR", Number 03
EECEN EDM 08-90 (3)
North Crest 4 -Unit Condo
Project Review # 2008-0938
7, 8, 20. AOR, please submit lateral analysis for the horizontal diaphragm. All that
was in the submitted analysis was the shear wall design not the diaphragm
requirements. Please submit this upon the response. ASCE 12.10. Jhe resf)o n se
only ]has &nc hateral analysis for the Wind pressurcand not the seismic. Please
suhnit eanhquake diphragm andyis leer le code. The dhphmWn cmalyis
MOW is not conva The architect tcwk the. wind loa(J and aprflie�d 4 U) the
horizont,"It floon'The Wind isal)plied to the va,,.rdcal Nce Wen distrRmard though the
Taplwagni to the venial redsHngdements. 4he fi-)rce is thecae distrit.)uted through
the dia[)hraprn, -iot Imsed OWN sqwue area orne ncxw. The wismic Orce is Me
.,, i
tool base shear diMMaed accordinyjy at cachi Level hased otfl)rinclple and
muchanks. Ibis must inc,.lude. the horizontal arum Vertical cle,aId loads, nW just the,
noor system omd exterior 'Nall dead loan? Modify analysk; a.Ccordin,.(,,,1y. HY-7 1 604A,
Page 4 of 6
Plan Review Number 03
EECE#: EDM 08-90 (3)
North Crest 4 -Unit Condo
Project Review # 2008-0938
8. 9. 22. The dead load used in the analysis has not included the weight of sprinkler
system that is required. Please modify the analysis accordingly and resubmit. The
mawa,gaa:aaau:e st.aates the, after i•evicw Hie i;nivitay laaaad [lie sprinhier will not aacId any
aadcHt:iona l 10,:ICi JIrw S ii`y .this with :anaa.iysis a.a>r d pu° Mde a b-e<ak down ofthe dead
load nyasaa the,, aa;sp;ao nse to paus il� the dead load, The, floor dead load shall iraa:;lrvude
all dead loads. S'e e,, below taalale of itci,ns to a~a: nsiaa er Ease an e.v<aua.11..rla 1 lea, aaraaaly,wri.,
submitted has not included all dead poads fwr the lia:raaa assenibly. Also, note nasus,
tloorp ,,is,sa.mbly per (.,M) saurn noted sena : lara.aa:t / 8 is ai l> at° °areal ruaat 2 psf aaas used In the
analyg iss
lte;mlaa 1olIY" time floor
Dead load per T.11 catalog ,Jun e 2007
"a rpet lead, lights etc
Used the.5 1"asle lam analysis-. 1"It
a"econanaeund.s 1 1111t1F should leen used
l &C,' plywood
2W5
111-7/81',11360 (&, 16"Ol/C
2.3
5/8" t,wyla ceiling, (Required 2 layers
n,, m (t I'yl.asunm. F((5241 has dead to tad 3
for sane-laa:aaauu° mating 1t.'t.2 l+ SII1 ..11 133(11I1t1'F
Ior that assembly but; that is W/o
layers of V2" -..see a:assennmbly noted oaa
your sheet .8)
Insulations
.5
Sprinklers
2
Dead Imad
Over 13 last ntot. 10 lmsf as use(] in the:
design. Alsco, uuaote^ nothing is aalele^d
for lanisce;lla'aaacous which should be
specified. d. l+or Otis floor asysteama, no
Less than 115 la,sl is typically is used.
Also, note Inone, o time interior
partitions walls vvearem incluided in the
dead load. All dead loads naaast be
used in the graiIty and lateral de°siguuaa®
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Phui; Review Number 03
EECE4: EDM 08-90 (3)
North Crest 4 -Unit Condo
Project Review # 2008-0938
Sheet A3 Foundation Plan
9., 10. AOR, v,ibinitzindysis fiw the extedor stwidard spread fooling to support IN.,.
point hod ofthe new I)earns, Ruined amund the ehmator oper9n, Kiduding A
&md kmd and live loadof the HoorQind thG floors above thestandard footing does
not support lhe design kmAJugti1','y with analysjs.'fh(.n respollse sUACS [Nre is riot
any waHs but the dra"Angs show beanis Ramily; OR) Te vmlN that cal G"
verthad loady Arl analysis is required for thiese bearns. The QUM are AN 11-
7/8,
1-7/8, Theseare hearing on the shab.
10. JIN: tipper Hoor shows aa. post bearing, on the slal) on girade, below at the devator
wall. When tracing the loads LIOW11 born the upper ffloor (his b.)rce lu.is not been
Uhvssed in the analysis. Subaiit an analysis to Justify.
Sheet A4 Lower Floor Plan
11. law ADif, ialease pvvWe a detail at Te ceMer wall w1 re the l4rallani Manic inu)
VIA resp(Hise detAl on AT but there is not a defiail for this connedion.
Ne4lSe [V0VidC', [hiS UP011 (Ile 1V`SJ)01T,,e.
12, 14. 1 DR, please yo -vide as detail for the SSW 24X7 since the wall fieighl will
exceed the height of the wall plus the beanL Please provide detail on Immy this will
be buill. The dnawings havQ'., been modifed to specily as 132-2. This Nvall MH not
mccc the mininnan 2 to I ralk, In adldom the 3-1/2analysis fi,,-ts not been
submktcd per 113C table 2305.3.4. I'llease aio(fify
accordingly. 113C. table 2305,3.4
13. 15. 26 AthR, please specyy the required post to beam connections for GB -2.111c
response swe to see notes added to dds Owe, ImA nothing is speclOW A- thh"
connecdonk Please clari (
,y upon the response. This irfl'oranaion has riot been added
to the dra"Ags to show the raluired cormeakms and kmd UynsTr
Sheet A5 Main Floor Plan
14. 16. 22 ATIJ please specify the required connection of the B-3 to B-4 supporting
header beam.'Ths; connectiory is OHI not detail on how the hnds KH tmnslbr.
Plense rriodify accordhigly. 014..
15. 17. 30. AOR, please detail and connection for the beam mark- B3 at the post in the
separation of'unitA and UnitB.This deQ is not providcA 111case provide this on
the dramdn,, rl he response states see. detait A5. However, there is not a det,,,�H
I
ciddressing this on sheet A5
Page 6 of 6
Plan Review Nuniber 03
EECE#: EDM 08-90 (3)
North Crest 4 -Unit Condo
Project Review # 2008-0938
Sheet A6 Upper Floor Plan
16„ 18, 31. AOR, please provide analysis and detail for the deck shown on this sheet.
Nothing has been submitted for the deck support. Aii,.Alysis has not beet'i providcd
Lo show the force will be transfei'red. Ple,,,ise subi-nit O'lis ul)on the ac iponsc.'[' I'le
,i.nalysis suibt�iitted applied Ildl lo"'Id on bor 'h the bacic spaiu an(] (.,,,ni6Ievetvd
ince, is as floor�, c11'en)"Itive hVe lo"'id oii flie sptn,:un(] cau-aflever nienib(T
s[iLfll be i.ise€ . avstibniitanzdysisas rcqL6Rcup L 1[3(" l6 7. 10
Sheet L1
IT See coauneu'it ttu'ide,,r genend lor (tic Gpi 4,,.ictor Qo be specflle,(] o�-n. th,.
dravvin,,'_,'s.
Sheet GI Typical Wall Section
Additional corrections may be required following receipt of corrections and additional
information as requested.
Your plans are being reviewed concurrently with the Building Department, Fire
Department, Zoning Department and Public Works Engineering. Changes, clarifications
or additional corrections may be required subsequent to the Building Department plan
review when comments are received from the other concerned departments.
Should you have any inquiries regarding this letter, please contact Hoyt Jeter at (360) 874-
0562 between 8:00 a.m. and 5:00 p.m.
M