HomeMy WebLinkAboutEngineer's FDN Changetrl"
Colleen Wirth
From:
Sent:
To:
Subject:
Attachments:
Bruce Arbaney <bruce.arbaney@yahoo.com>
Monday, November 4,2024 10:37 AM
Colleen Wirth
Fwd: Structural Checkset-Arbaney Residence
224 1 1 B -Arba ney*5 80 M esa- 1 1 - 4 -24 -P er mit- Revi sed' pdf
Sent from my iPhone
Begin forwarded message:
From: Patrick Sanders <Patrick.Sanders@weeksi nc.com>
Date: November 4,2024 at 9:17:54AM MST
To: Bruce Arbaney <Bruce.arbaney@yahoo.com>
Gc: Jack Patomino <jackpatomino55@Smait.com>
Subiect: RE: Structurat Checkset-Arbaney Residence
Hi Bruce,
I have attached the revised stamped permit plan with the correct geotech company referenced, sorry
for the delay.
Thanks,
Patrick Sanders, PE
Staff Engineer
Weeks & Associates, lnc.
4730 South College Ave., Suite 20L
Fort Collins, CO. 80525
o. (970)22s-2422
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From: Bruce Arbaney [mailto:bruce.arba ney@ya hoo.com]
Sent: Monday, November 4,2O24 9:11AM
To: Bruce Arbaney <Bruce.arbaney@yahoo.com>
Subject: Re: Structural Checkset-Arbaney Residence
Patrick
On the drawing you referenced Kumar and Associates as the geotechnical company. lt was Huddleston-
Berry that did the geotechnical work. The county will not issue our permits until that is fixed'
1
Thank you
Bruce
Sent from my iPhone
On Oct 2,2024, at LO:22 AM, Bruce Arbaney <Bruce.arbanev@vahoo.com> wrotel
GoodmorningPatrick,canyoupleasesendmeacopyofthestampedstructural plans.
T]\^at,.,^..r r rdr il\ yuu
Bruce
Sent from my iPhone
On Sep 26,2024, at 12:59 PM, Jack Palomino
<iackpa[qmino55@gmail.com> wrote:
Hello Patrick, Your check set received - will print out/review and reply
with any comments/questions. Thanks, JP
Sent from my iPhone
On Sep 25,2024, at 3:50 PM, Patrick Sanders
<Patrick.Sanders@weeksinc.com> wrote:
Hi Jack,
l've attached the structural plan checkset for your
review. Please review arrd let rrre know if this looks
good, and then l'll send out the permit set.
Thanks,
Patrick Sanders, PE
Staff Engineer
Weeks & Associates, lnc.
4730 South College Ave., Suite 201
Fort Collins, CO. 80525
o. (970)22s-24'/2
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PRoJICT NUMBER: 224118
DESICNED BY: PBS
CHECKED BY: GGW
ISSUE
10-2-202+
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FOUNDATION PLAN
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DMWNC T]TLE
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PRoJECT NUMBERi 2241 18
DESIGNED BY: PBS
CHECKED 8Y: GGW
ISSUE
10-2-2024
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1730 SoUTH CoLLEGE #20r
FoRT CoL|NS, C0 80525
PH0NE (s7o) 225-2422
PRoJECT NUMBER: 224118
DESIGNED BY: PBS
CHEC(ED BY: GCW
ISSUE
to-2-2024
REVISIONS
DMWNC TTTLE
ROOF FRAIVING
PLAN
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GENERAL NOTES ND SPECIFICATIONS
1. PRoJECT SCoPE: THESE STRUCTUML DMWINGS MAY BE USED T0 CoNSTRUCT oNLY 580 MESA
ORIVE, GARREIO COUNTY. COLOMDO,
2. BUTLDINC CoDE: THIS DESIGN lS EASED 0N THE INIERNAIIoNAL RLslDLNla cuDL (2015
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WtrA THF RFCNUMFNNATIONS IN THF CFOTFCHNICAI RFPORT.
8. SUB CONTROL JOINTS SHALL BE PROUDED IN ACCORDANCE WIH ACI RECOMMENDATIONS-
C. IT IS THE CONTMCIORS RTSPONS]BILIII TO INFORM frE OWNER OF TNE POTENTII FOR
DMCE DUE TO SLAB MOVEMENT AND THI PRECAUTIONS TO BE TAKEN IO MINIMIZE
POTTNTAL DAMAGE WHTN MOVEMENT OCCURS, IF IHE OWNER CHOOSES SLAB ON CMDE
CONSTRUCTION ]NSTEAD OF A STRUCTUML FLOOR. THE OWNER SHIL 6SUME ALL RIS( OF
SLAE ON CRADE CONSTRUCTION.
D. ALL NON BEARINC FRAME WALLS PUCED ON SUSS ON GRADE SHOULD 8E PROVDED WLTH
A SLIP JOINT (2'VOID) AT THE BOIIOM OF THE WALL.
7. STRUCruML MATERASI
c0NcR[rE:
A, 28'DAY COMPRESSIVE SIRENGTH FOR CONCRETE SMLL BE AS FOLLOWS:
sw-oN cRouND 3500 PSrFOIINDATJON 35OO PSI
B. MAXIMUM CONCRETE SLUMP SHAIL BE AS FOLLOWS:
FOUNDATION WALLS AND FOOIINGS 4" ffi
SUES 4'' MAX
PIERS 6'' MM
C, AIR E\IMINMINI StsAII 8I AS FOLLOWS:
AlT CONCRF|E EXPOSED TO TBE EfrIRIOR 5 7%
D. CEMENT TO BE ryPE |/il
E. RE|NIORCTNG STEETT Ff = 60 KSr (N]M A615 GRADE 60). ALL RIINFORCING SHATL BE
PUCED IN ACCORDANCI WTH ACI RECOMMENDAT]ONS INCLUOING MINIMUM UPS, SPACINGS
AND CORNER BARS.
STRUCTURI STEEL:
8EflS: A992,50 KSl. YIEID STRENGTH.
MlSc. sftEL: NTM A36. 36 KSI YELD STRENGTH.
PIPE CoLUMNST ASTM A5l, 35 rcl YELD STRENGTH.
ADJUSTABLE cAPs (AN,): USE 1[" I}READED ROD, 6 ,," W. ROD TTNGIH
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DIMENSIOML LUMEER:
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D0UG-F|R WcH 10.2 (0.F. /2): FB=87s PSI; w-170 PSli E=1300 KSl.
D0UG-F]R WCB N0. 1 (0.F. #1): FB=lf,so PS; Fv=170 PSI; t=1600 (Sl.
TATiTNATED VENEER LUMBER (LVL): FB=2600 PSr; FC=750 PSI; E=1900 KSl.
cLUrD WTNATED TTMBER (GLUTAM): StUPLt SPN (24F-V4), CoNTTNUoUS SPN (24F-V8):
FB=2400 PSli FC=650 PSli E=1800 KSl.
EXIERToR CLUED LNTNATTD TTMBER (A.C. G.L.)r ALASKAN CEDffi - SIMPLE SPAN (20F-V12),
CoNTINUoUS SPAN (20F-v13)r F8=2000 PSI; FC=560 PSli E=1500 KSI
I-JOISTS SHALL 8E N WUFACTURED BY ]RUSS JOIST OR AN APPROVID SUESTITUTE. I_JOISTS
SHALL BE DETAILEO BY THT JOIST SUPPLIER INCLUDING BRIDCING. BLOCKING AND WEB
FILIfR DETALS ND SHAIL 8E INSTALTID IN ACCORDANCE WTH THE MNUFACTURERS
RECOMMENOATIONS,
MULTIPLE_MEMBER CONNECTIONS FOR SIDE-LOAOTD AND TOP-LOADED BEAITIS SHAtr BE
INSTILED PER MANUFACTURTR ASSEMBLY REQUIREMENTS.
ALL WOOD IN CONTACT W]TH CONCRETE OR EXPOSED TO WEATHER SHALL B[ PRISERVATM
'IRIATEO (P.T.) rN ACCORDANCE W|TH rRC StCllON RJ17. ALL PRESERVATIVE TRATO LUMBER
SHALL CONTORM TO AWPA SIAilI]ARD U1 AND IHL APPROPRAIE USI CATEGORY.
CONNECTORS USED IN CONTACT WTH P.T, WOOO SMLL 8E COATED IN ACCORDANCT WTH
THE MNUFAC'TURIR.S RECOMMENDATIONS, FASTENIRS USED IN P,T. IYOOO SHALL CONFORM
{rTN rRC SECTToN R317_3.1.
f-d\ nouruoerroN WALL DE tAtL-EXTERtoR F|REPLACE ai coucnerr PIER DETATL
\g/ 3/4" : 1'-0"V t/2" = 1'-0"
CONCRflE SW
)t il?. r.6 16' O.C.
x l0' A.B.
wsflERs
u.N.o.
8Y FUSW LEDCE fltr 80fr srDEs 0F
& AtrACH
(1) 10d
2rt klCkER FRoM B.O. LW
COLUilN
O LL BOfr "/ (s)
S|DES 0r
1ft TOEM6
Bro
,i8i8" BNE PUIE N/ {1) )t't
--,-NcHoR BoLrs, m., u.N.o.
A colrcRrrc pAD DETATL - srEEL Posr
\9/ t,zz" : t'-o
COLUMN
o L[, 80fr
PoS r/ Uc6?
& NS66Z ffiE
CONCRETE PAD DETAIL - WOOD POST
TO flENFORCING
GWEO GUWL
1/s3.r
z
d
@
=
t
2
t
2
5
=
TIES E
0.c.
s1
"l
PW FOR FOOING
RErcRI
lax
D0wt6
o 36'0.C. 'r
Yj t/2" = r'-0"V t/2": 1'-0"
8. EXISTING CONDITIONS:
THE ETISTING CONOIT]ONS OEPICTTD ON THESE DMWINGS ARI BASTD ON THE EEST AVAILABLE
INFORIIATION AND SHALL BE VERIFIED BY THE CONTMCTOR PRIOR TO CONSIRUCTION,
s. EIERIoR CMDE: SLoPt PERIMEItR GMoE AWAY FRoM EUlLDlNcs AS RECoMMENDED lN THE
CFOTFCHNISL REPORT.
},'o x r0" a8.
CUT WSHERS
3' MN.
TO RIINFOrcNC
la'
DOWES
o 36'
u.N.o.
T0 nEtNFoncrNe
FLMN JOISTS Pffi 2' MtN.
RBNFORCING
PER
REPORT
10'
WNHERS
tr00R Jors! Pn
3' MN.
a'
TO REINFORCING
},? , 10 A.B. ,/ sNDffio
cu f,NHEm e 4' 0'0.c.,
tt't t
CUTPJ.2110
MN,
10"
CW
)1,.
STNND
5Htrnm
!2'0.c.
coNcRm sN
SLoPE x'lF.2' Til.
IO NENTORC]NG
I' EXP- JT.
GMDED GilET
u.N,o.
o.c. L
2x6 PUTE
An cH scH
TO
5HW
SflSTHING
o{+-F-8LftKIN6
CONT.
4' tr@R
ROOR JOIS PER
o#ft#
DROPPEO
SPACE
SHOIR
PER
T&B
RtF.
O DilN DtrALS
WIL DflAL FOR
i4 x
D0wtLa
o 16'
illN.
PW FOR FOONNGE'
tl
0.c.
J' iltN.
8' W.
TO REINFORCINC
l{x00as
e J6"
PN FOR FOOTINC
RTINFORCING o.c.il4r
D0wtLs ,1 x
MELS
J6'
a1\ exrrRroR wALL DrrArL-DRoppED FLooR fi poncn sLAB DflAtL
0.c.PN FOR FOONNG o l8' 0.c.
GARAGE FOUNDATION WALL DflAIL FOUNDATION WALL DETAIL-PARALLEL JOISTS ft lgglonloN wALL DnAiL-pERplIqE!!48 lellls
1/2" = 1
5. FoUNDATIoNST
A. THIS FOUNDATION DESIGN IS BASED ON A GEOTECHN]CAL ENGINEERING REPORI PRIPARED
FOR THE SI]I BY HUDDLESTON-BERRY TNOINEERINO & TESTING, INC. (SIE PROJECT NO.
02819-0001). Atr THE RECoMMENDATIONS TNCLUDED lN THIS REPoRT SHALT 8E CoNSIDERED
TO 8E PART OF THESE SPICIFICATIONS.
WIMUM BEARING CAPACII/ = 1500 PSF. DL + LL
ACIIVL LQUIVALLNI lLUlo PRLSSURL = 50 PCI
B, THE FOUNDATION EXCAVATION SHIL BE OESIRVTD BY THE GEO]ECHNICA ENGINIER OF
RECORD.
C. |OUNDATION WALL' TO BE EACKNI.IED IN ACCORDANCE WTH THE RTCOMMENDATIONS OF THE
GEO]ECHNICAL REPORT.
D. BErow cRmE FoUNDATtoN wALLs BACKFTLID oN oNE stDE oNLY (BASEMENTS, cMwL
sPAcEs, GffiDEN LEVELS) SHALL BE DNPPROOFED ON THE EXTERIOR OF NE W[1.
F A PFRIMFIFR NRAN SHATL BE INSTATLED AROUND THE CMWL SPACE IS RECOMUINDED IN
THF GFOTFCHNICN RTPORT.
24'MtN.
24' MlN.
REF, WALL OSAILS
FOR VERICAI REINFORCINC
24' MtN.
OR
L. u'" I4 s'FoR15 {
)
2-l4 EonoM
ROD M.
IUOIING
AT INSIDT
IE ROD IO
---j'{l':'l-
__\;;;
ffis
2-t+
SEE P66'
V t/2" = 1'-o"E/lZ" = 1'd
10
VY 1/2" = 1'-o"s3.1
ul
C)z
HsB
n4qt k ar LLI \J
G=qZ.otL
mt
w
IIIEEH=i
E HFstrtrIBTE5
STRUCTURAL ENEINEEFS
4730 SoUTH CoLLECE #2ol
FoRT CoLUNS, C0 80525
PHoNE (s7o) 22s-2422
PRoJECT NUMBER: 224118
DESIGNED BY: PBS
CHECKED BY: GGW
L9-2:2il+
NRAWNC TITI F
REV|SToNS
11 4_2024 GEOTECH NOTES
FILE
2021 - 112111A
DETAILS &
GENERAL NOTES
DMWING NUMBER
6x6 0.E ,2
ROOF SHilfrNO PE8 PW
2x 8LoC(lNc PER
oflal 6AlSt.2.
ROOF SHSTSING PM PN sHsfrtNc
lm. RooF
FOR ROOFo mncH
,t Rroct 80MD
BMUD
BffiING
/ri\ Rerren-ntDcE BEAM coNNEcrloN DEIAIL
Vt/+" = 1'-0"
rcoF sEaffrNc PER
rcST PER PN
fi\ posr FRAMTNG @ EXTERIoR BEAM DETAIL
2x6 BLoCK SoW R00F
SHilTNING OWR NUSSES,
AnrcH T0 TRUSSES g[Low r/
(2) 0.1a8tJ' MLs o 21' 0.c.
8L@XING r/
@CERLO(
o
tutr |ETGHI 2x ELoCKING
8frEEN ffiffi, ATrcH
roroPty'o.118'xJ'
o srill
MRS PIR PN
't67'
AfiAcl 2t8 LEDCER
P.E. TRUSSES
o 2'-0" 0.c.T0EM6 0 6'0.C-, lP.NOICH
ANrcH ROOF SHSfrING
PFR EME NAING
REOUIREMEN6
REE PW FOR ROOF
sHafrNc o rcRcH
PER PW ffiR PM PW,
AfrACH T0 2x6 BLoC(
*/ (2) 0.1a8$'
TOE-NAIS.
ffiS PE8 PN
1u7'
AntrH 2rA LgDCfR TO
PF TRUSSES 6
2x1
SIDE
END.ERIfl NE
SHPSoN H2.5T nE,
TPOSffiR
nUsS ENDS ,/
EMERLO(
6 mos TIE,UJ
OztU L,leo>Ae.dili 2 q
vftgi
=
g
Z.@tL
mt
o.c.
P.E. NUSSES
o 2 -0' 0.c.
BRDSMOffi WM. JO]ST
UUST NOT OWRNG
INSIDE OF WIL
An cH
ULINC
AflACH WER IO BffiING t/
(2) 0.1{6'x3' ToENALS, m.
AfrrcH RMF SHqBING
TO €IOCXNG PER PW
(EOCE NALING PAtrERN)
PROVOE WNIIUTION 8OLTS,
cooRDrMTE W/ mCH[ECr
REr ffCH PNS FoR
N0n0N[ FAC6 &
soFF[ oflALS, m.
NALNG
OF WNO
REQUIREMEM
BWN6
BIROSMOB WER. JO]ST
BOflO{ MUSI NOT OWRMG
AtrACH ffiR T0 8ffilNc r/
(2) o.r€'xJ' rosMs. m.
SruOS PER PW
RAFTER BEARINC OVER ROOF
0.c.
SHEABINC PER PN STUDS PER PW SH&THING PIR
PORCH ROOF FRAMING DETAIL LEDGER /16\ poncs RooF FRAMINc DFIAIL w/ LEDGER
3/4" = 1 V 3/+'= 1'-0"
P.L NUSSES
o 24' 0.c.
ru[ fffi 1t4'MD ELOCKING
AtrACH ROOF
SHSBING P€R PN
ROOF
AtrtrH WER TO 8ffiING
r/ (2) 6" TLoK SCRM
TOENAID, M.
tuLL HEICHT 2x ELoc(lNG
BryffN WENS. AfrACH
Io 8W r/ lod ToEWLS
BIRDSMOIH WM, JOISI
BOTOM MUSI NOI OWflWG
tNstDE 0f 8w
ru[ TEIGHT 2, BIoCKING
8flEEN TRUSSIS- ATrcH
TO 8N ,/ lod ToENALS
e 6' 0.c., m.
P.E. TRU$ES 9
2'-0" o.c.
[ffiRS PER
PW o sril,l
ANACH TRUSS TO BWING
r/ (2) 6" aoK scRm
TOE-NALEO, ryP.
[wERs PRESIM o srx.]
NOTCH TOP Of POST FOR BW
SAT. AtrACH POST TO ruH BW
r,/ (a) 6' nMB[RLoK SCRffi.
ROOF SHSNNG PER PN
BW PER PW
AIACH 216 LEoGER T0 STU0S
2x6 SLoCKINC 8ffiN
0uTLm(ffs
ROOF SHSfrING
(J) 0.116'xl'
rofla6,
U.N.O. ON PN 2+
srMPsoN H2-56 ACH
OMOOKER
NUSSFS. BMCE
STUD
OUTLOOKER FRAMING DEIAIL
AtrACH Rmt
SHSfrING PER EOCE
NALING PANERN
MERS
21' O-C-
UNO,
ffiEre 0wR
t6d T0E-M6.
PER PN
AtrrcH ROOF SHANINC
TO 8L@KIilG PER PW
(EOGE MUNC PAilERN)
TOEMLS
6" 0.c,.
4
AtrrcH 8L0CK T0 TRUSS r/
10d ToEMS O 6t-C., m.
Af cH TO TOP t y' 0.118'rJ'
ToruLS e 6b.C., m.
e#!5-!&*."'
ANrcH SHABING
Pfi EDGE NAUNC
PAftRN
AtrACH BLocK T0 wAL {/
O.l4A'xJ' O 6' 0.C., m,
SUEON H2,$ CUP
MIdL AT trH TNUSS
+FE:fi€
IO
PER
frts otrAL rs
PRMDM FOR DIF
NUSS HES ffiERE
2r ELmKilC m
6/$.2 S Nm
roBE
6'0.c., m.
RE: trCH PNs FoR
SOIFIT DflALS, IP.
PROMDF SOLID BLOCKING
nussEs o 16' 0.c.
AtrrclgD */ 2 0.162xU' WLA SIDE IONG BMCID WAL
TOE Ml ToP PUES t/
o t6' 0-c.
MEMBER
]OE ML
0_c.
PROVDE ru[ flEIGHT 2x
BLOCKING Bff& JOIflS IN
acH &Y AOXG BWED W[
TO JOIST IEB
*/ 2-0.162'g' MLs 4 ENo.
gMPSfi H2.il CUP
MIru AT ilCH TRUSS
END. WRIry NE IS
mtQUAE roR UPLfr N/
FINI TRUSS DESIGN
AilACH SHSfrING PER
SHffi WIL IDGT
MUNG REOUIRTMTNIS
NOTCH TOP OF POST fOR 8W
ssl J' urN. 8w BffirNC 0N
P6L ATrcH POSI TO ffiH 8W
/ (2) 6' IMSERLoK SCRS.
PO$ PER PW
TRU$
STUO SHEAffINC
/of,\ rnuss BEARTNG DErAIL (D!El !!ED-/s=\ rrp. TRUSS BEARTNG DETATL (Low HEEL)
V/ s/+": r'-0"
PMPER
lr-{PER
POST FRAMING @ CORNER DETAIL
IIIEEHE
E Gts5trtrrElTE5gTRUEfURAL ENEINEERS
4730 SOUTH CoLLEGE #201
FORT COLUNS, CO 80525
PHoNE (970) 225-2422
PRoJECT NUMBER: 224118
oESIGNED BY: PBS
CHECKED BY: GGW
ISSUE
10-) 202+
REVTStoNS
w
DETAILS
DRAWJNG NUMEER
WI 3/4" = 1'-o"3/4" = 1 Wf 3/+" = 1'-o"
(1) $a' [mERLoK scRs o
O.C. AtrACH WERS TO
LE0GER {/ 'U12' WcERs
AfrrcH 2x6 UDGS T0 SruDS{/ (r) S6' LEocsLoK scRil
o 16' 0.c. AnmH wffis To
U0GER "/ Ul2' WCrRs
AtrrcH WH SruO
PrcK I0 TOP PUE r/
0) srMPsoN N5 CUP
PROVOE
SCRffi
BIROSUOW WERS OWR
NOTCH OFfr,
ffiR TO Bru
1& T0E-M6.
ANACH TO AMCKfl
TO FT
BELOW SHSBINE, 1. flU, DEPTH.
AtrACH NEE BWE IO 8il
AfACH rcH SruD
PrcK IO ToP PUTE t/
(t) SNP5oN N5 CL|P
(2) 2x6 sruDs
SCH SLOE OF
B&C(fl
AtrAC8 trH Sruo Prc(
To slLL Pu[ '/ 0)
SMPSON E5 CUP
l' (MrN.)
AfrrcH 6 REOU]REO
TNLE R702,J,5
AT 0UCT VoRXI
OMtr FULI-HEICffT
& PROVDE
SLOCKING BryEEN JOISTS
4\ rrurrRroR BRAcED wALL DFIATL
UG
5TU0S A SHoWN.
AnrcH Bw To BwKfr e/ (2)
TOK4 SCRM, IOE-NAED. NOICH
TOP OF BW N SEQUIREO TO FIT
12)
OF
8[09 SHSfiNC, r'MAX. oEflH.
AfrrcH KNE EMCE l0 BW ABoW {/
*'rt8- uo scRfls, 5' MtN. sPrctNc,
NOICH KNEE
SURFrcE
2x6 STUD
PWE N
AfACH &CH SDD PrcK
T0 SIU PUE */
SIMPSON N5
BRACKET DflAIL _ LOFT
3/4" = 1'-o
soE s/ (2) 6' nuEtrLoK
SCRffi, J" ilIN, SPACNG,
1T' MIN, EOGE DISINCE.WI 3/4" -- r-o"
tro0R
PANERN
FLOOR JOISTS
8E CONNNUOUS
frIS BNING
LOFT FLOOR DETAIL
BLOCKING BffiEN JOIS.
r/ lod ToEML e
6'0.c.. m.
Jots
PROMOE frRU MLE
oi+-R.il
JOISTS PER PW.
fi rorr FLooR DFIATL
2r RIM BoND, m.
W FILE
NRAWNC ILTI FoH#&-
BRACKET DETAIL _ MASTER
3/+" = 1
ROOM
3/4
SruDS PER PN
\P9 s/+" = 1'_0"
AfrMH PTR
s3.2