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' EX ;IB I T LOT
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164
15,312 SF+
0:352 AC+
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1. NORTH AMER ICAN GREEN S150 EROSION CONTROL BLANKET (OR EQUIVALENT) IS TO BE PLACED ON ALL SLOPES
GREATER TH A N .3 : 1
2. MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL DIR E CTIONS AT ALL TIMES.
.·
3. ;c HANGES TO THE GRADI NG PLAN AND DRAI NAGE SHALL BE VER IFI ED THROUGH THE ENGI NEER OF RECORD PRIOR TO
BEINIG COMPLETED IN THE FIE L D.
~
PROpERTY DESCRIBED AS: LOT 164, ACCORDING TO THE AMENDED & RESTATED FiNAL PLAT OF IRONBRIDGE P.U.D .
E 1 . RECORDED AS RECEP TI ON NO. 654210, COUNTY OF GAR FIELD . STATE OF COLORAD O:
K NO WN AS: 0100 RIVER BEND WAY
HIGH COUNTRY ENGINEERING, INC.
1 A INVERNESS DRIVE EAST. STE F-120, IEtiG&R:W'OOD, CO 801 12
PHONE <*)3) 0254'1544 FAX (308) 9254547
1517 Bl.AKEAVEN.UE, STE 101, GLENWOODSPRINGS,C081801
PHOto~!:: (970) DABe8'76 FAX C97C» 945-2'm5
-~
IRONBRIDGE CLUB
Gt..e:NWOOD SPRINGS, C:OL.ORADO
IRONBRIDGE
PLOT PLAN
L.OT 164
DRAWN BY:,
SPG
SCALE::
PAGE
Fll..E: J:/SOSK?ROJ/204/1
1"=:30'
1020.00
164
FRAMING N OTES
AU F'R.UUNG ~ TO « CONSlltJCT[O IN ACCCMtOANC[ wnH fMC I(OUIUWtHTS SU
F'OITH IN UC( MT'tiMAT'fONAI.. I(SfQ[Nl\AL COD£. 200.J CDmON (200l lltC). S(C:fiON
.. AND TAat tti'D(NCU lnDW IUr£11 TO THE JOOl tM:.
1) fltAWIHC lU\III(R TO I[ H(W -FIIt 1 2, SPRUC£-PINC-nA (NORTH) 12, OR 8£nU
(XC(PT STUDS J0 I[ 'STUD' CU.OC. SU8SliTUfiONS ARC HOT PCAI11Hn£O WITHOUT
WRin(N COHS(Nt fROW fUHAWANN (NCiiN((RING S(RVIC(S, U.C
2) AU NAtl SP(CtfiC.UIONS Rti'CR TO CO WMON NAILS. NAIL SUBSTITUTIONS ARE NOT
P(lhUO(D WITH CUT WA!n[H CONS(Nf fAOW ruHAWANN CNCIN([AING S(AVIC(S, UC
l) All 000'1 AND WIN DOW HO.DCRS TO 8£ 2-'2•10 WITH 1/2• fUTCH 0 2114 F'RAW(
WAllS AN() l-2•10 W/ ('2) 1/'l• fUTCH 0 2x6 WAU.S UNUSS NOTED OTHUWIS£.
PR OVIOC (I) Z.. TRIWVU STUD .t: (1) 2• JCINC STUD e (A, (NO U.O.N. NO SPliTS
OR SHAI<CS AllOWED lN t.Uf£AIAL USCO F'OR STRUCTURAl HtAOERS. NOT£: POSTS
SHOWN AT HtAGtRS (2-2•4, l -2-4. ETC.} INDICATES TOTAl NUWS[R Of Tl:lll.llo!ER
STUDS REDUIRm UNDU U.CH END Of HU.DER.
~) l vt/I.Sl 9(,UiiS SJO.ll 8( 0£51CN (0, Q(lU .. EO, fA81UC4fEO ANO [R(Cl(O IN
ACCOROAMCE WITH A.I.T.C. AND ..... NUfACTUR(RS SP(CiftCATIO N$, RCf(lt fO
W.A.NUfACT\JRER"S U1E ilU Uit( fOR QUAILS NOT INClUDED tN tHts( PLANS.
5) Al l £X1UIOR a. arf1Ut0R ltARINO WALLS 1'0 8E 2'.4t or ldt 0 t &• O.C. HE W-nR
fl. STAHDAJO. ott STUO GRADE l UM8U U.O.N. ENO JOINJEO STUDS ARE PERWinED
P[R S(CltON R&OZ .I .I
&) DOU8l[ JOI STS SHALL 8( MAILED TOCElHER 0 TOP • 8 0 1'TOW fl..ANCCS •/ (t) ROW
tACH 10d 0 a· D.C. WH(N OOUBLE JOISTS ARE ALSO CAitRYING PU PEN DICUl.AR
HANGEACO JOISTS, WEI AREAS S""'ll 8( nLUO w/ OSB .
7) VHAL CQNN(CTORS TO 8( WANUfACTUR£0 BY SIWPSON SlltONC 11( CO. or USP
CONN(CTORS. INSlAU PU PROVIDED DETAILS OR REfER TO WANUfAC1URUS
SPCCtnCATIONS fO R D£TAIL$ NOT SHOWN ON PU NS,
NO AOOinoNAl SUisnMlOMS Alt( Ul'ltOY'EO OR AUmo.tZCO.
a) AU. fltAW INO WCWICRS SHAU It fASTENED IN ACCORDANCE WITH TA.9lt 102 • .3( I).
OtTAilS ARE PStOYID£0 ON SHE£1' SOl fOR COWWON fRAI.IINC CONNECnONS . NOT
AU Afii'UCAil£ CONNECtiONS HoW( 9EEH OUAil(D. fASTENeRS SHALL IE IHSU.UEO
IN ACCOROAHCE •/ THE NATIONAL DUICN SPCCinCATION (NOS) REQUIREMENTS.
f) STRUCtURAl LUWIIU (IPOSEO 10 WUTNER OR wtiERC R!OUIUO 1Y COO( SHAU 8(
,RESSUR£ TUAltO Olt MA.NUAUY SEA UO AT nwt Of CONSTIUJCTION. UlERtolt WOOD
DECKS 01 ,DitCHES TO I( H(l.l -rtR 1 2 OR BCTfU (D£Ck OR 'DitCH JOIS t S a
8£AWS ro IE P'IKSSUU TltATEO OR WANUALLY SUL(O AT li"!E Or CONSTIUCflON).
PRtSSUR( TAUJtO WA1UlA1. tO I( ADYAHC£ CU.UD BORATt PRtSSUR£ tUAtEO, OR
AUUHJ.T( AS APPao¥(0 n THE A.WERfCA.N WOOD I'RUERYUS' A.SSOCIATlO M (AWPA).
m!~:'N'r"c!P.-"'f'WJM\'h";illl•,£;"tr~&"o,r,o rf. c~£t"gt!\':~1 ·J,
TQ Bt HQT -DIP G.!.lyaNtZEQ STAIHHS$ SJ[tl OR OIH£@ fASltN(R$ A
HARQW.\Rf APPICP([Q D IHt WANUfACWR£8 EQI Y$£ WlDf ACQ tyy8£&,
10) QOUBL£ • IRIPU .S 10 8£ CONN[C!(Q WIIH A WINIWUW Or (l) 16d
NAILS P[R WIEAI FOOT. fOUiit lSL/lVl OR CR[AT£R TO 8£ 80lTEO TOC(JH[R PER
SPECifiCATIONS SHOWN ON PLANS.
11) SEE I-JOIS T, a. lS\.. WANUfACJURERS' U1'ERAT\JRE roR SPECIFIC CONSUUCTION
DUAil.S NOt SHOWN ON PLANS
12) ALL JOIST AND TR USS QUANnT IES AND DIWENSIONS I.IUST 8£ VERinED IY THE
RESPECTIY£ SUH\.I(RS' SWOI' ORAWjNC:S AND SPtCin CATION. NO WOOD WJ..t(RIA\.. OR
HARDWARE SUBSnTUnDNS PERWtn£0 wnHOUT WRin[N CONS[Hf FU1iltw.NN
£NCIN£UINC SOYIC£S, U.C . I'JUOA TO CONSTRUCTION.
U) P\..YWOOD • OSI SHALL CONfORW TO AW[RICAN l'lTWOOD A.SSOCIAnQNS CURI(NJ
PROOUCT STAHOARO SPECtnCAnON AND SHALL BE I'U£0Rw.HC£ l'tAUD IY fH£
AW(RICAN PI..Y'WOOO ASS0ClA1M)H TO fH£ CRADES SPCCifiED 01 APPROY£0 OS8
SHEATHING EOUNAUNT.
A) ROOf' SHt.ATtflotO SHALL 8 E 7/11• COX 24/16 PLYWOOD OR 7/11• CltAD£ 2-W-W
~~~(~~~lS=~ :~~·~ 2{D~b_ N:~L(AOlL WI~E~(g~~SNUP~~S~fS~~~~G A~O
BE INSTALUD w/SlRENCTN AJI IS PU.PEN.DICUUR TO TRUSS . INSTAll ftOOf
SHUntiNG PU IECOW\ICHOATIONS SET f ORTH IN SECTION A:6D2.2. RUU TO
D£TAtt f, SHEU S04 fOR PANEL LAYOUT RECOWloi£HOATION5,
B) nOO'I SHEAntiNC SH All 8( 2l/l2" COX T.tC 42/20 PLYWOOD Oft 2l/l2•
CRAD£ 2-W-W O'II(NfEO StRANO BOARD (05 8). CLUE AND NAIL WITH 4d
COVWON NAUS AT 6" O.C. AT .AlL PANEL EDGES AND n • D.C. AT All
INT(AW[DtAT£ SU PPORTS. INSTAll FLOOR SHE61'H INC PER RECOWWENDAliONS S(T
FD'ITH IN SC:TION R5D.S .2. RE.f(R TO DETAil 1&, SH((T SO.S f OR PAN [l LAYOUT
R(COVW [NDA'OON$.
C) SHL\TH .Al l OIUIOA: WAU..S w/7/16• STRUCTURAl (XT. GRAD( DS8
SHEATHING. NAll •/ ld COWWON NA.IU o a• D.C. ON I'UIWtfU AND 0 n• D.C.
IN (l(LQ. ft(F"U TO TAI L[ RID2 .1D.I f OR tRACED WALL SPACING a: COY[RAC[
A:EQUttEWEMJ'S. ltCfU TO SECTIO N 11502.10.1 f Oit I'AH(l LOCATtON a: WALL UN£
OffS£T REOUIRCVUITS. REf(R TO DtTAtt. SH. SHEET SO& £Oit U:TrltiOit PANEL
INSTAlL\ftON ftECOWWtNOAT10NS, 6: R£fU 10 DOAJL. IS, SH(O SOl fOR
INTUIO l PANEL IN5TAWilON UCOWWENDA TKJNS . BftAUO WAU.S .U[ 10 It
fRAW(D IN ACCOID.ANCE WITH S((TlON 102.tD.
14) AU. 3-h4 • \..UC(A I'OSU SHAll IE 8lOCICEO SOUD TO fOUNOATM)H WAll. o•
SUI'PORnNC 8LW (UNlESS SI'(CifiCAUY NOUD, l<INC STUDS AJt[ NOT TO IE
INCLUDED •/ tltwloi(IIS fOR 1'051 COUNT)
HOlt:
FVHIWANN (NCIIC(IIND SUV1ClS, W:. (t'tS) lttCOWWCNOS THAT A UP'ti(SlNTATIYt
Of f£S 1£ CAUIO TO J'H( SIT( 10 I'UfORW A YISU.U. OIURYATtON Of' INSTAULO
5TRUCTUUL COWONEH1S. Ml'tCltON TO It l'tRf'OlWtO Anti AU. WOOifCATtOHS
rotl PWWIINO. tN'AC, & [I.(CfRM:AL HAY£ I[(H WAD( .ANO ,RIOII TO PlACING WALL
INSUU.TtOM 01 .,STAWMO IITtltOit G'I''IOA.RO.
ALLOWABLE H OLES· TJI® JOISTS
NO HARDWA R E SU BSTITUTIONS
AU fRAWIHG KAROWAIE SHOWN ON fl4(5[ PLANS.
UNUSS OlHUWISC INOtCAT£0, IS SIMPSON StROHC-11(.
NO SUBSnTUnONS ARE APPROVED OR AUTHORIZED.
OU( TO nt( A:(L.ATIQNSHIPS Of fRAWINC HARDWARE TO
TH £ OfHU COWPONUHS OF' TH( STRUCTURE . ANY FRAWINC
HARDWAR E SU8STI1UnO NS WIU RENDEll TH[S( fii..AN$
NUlL AND VOID, .AN D WIU 'IESU Lf IN THt INSJAWR/CONTRACt OR
ASSUt.I ING RESPDNSIBIU1Y fOil TH( DES IGN AN D
PERfORt.IA.HC[ Or JH[ ENTIRE SYST£1.1.
BLOCKING N OTES
n.Jll O(rtH lt.OCIUHO S!Ull 8[ PROvtOEO IUW((N
JOISTS AT IN TUW[DtAJ( SU,ORtS WH(N AMY Of
TM[ fOllOWI NG CONomDNS AR( PRESENT
1) JOISTS ARC HOT CONTINUOUS OYEI SUPPORTS
2) ICA.fUNC WAll AIOYE
J) CANl!L(Y(R CONOm ON
4) jNTERtOR SH(Ait'WALL A8 0V( OR BElOW
s .. lobi•
Me Llltld cvt holu I See loble W\ n lch1d lone\
1
/ !'•" toc t ono~o~lor 0o not cut hof" ~·~~~~~•"' ol larger than 1 1/2 •
lo nt••l 1kt1 In conlllev.r
w·
0
A 1'1," L ~ -l·~~lnl~u: • I w
be cut o"r~~~; U (ol•o oppll u ~~.~~~ .. ~~~~ Ia 1~· holu) ®
Cut holea
with core
· and In tho
Wolnloln odequole Jo fat web
d latonco ftom onty
b earing a
Minimum Dtltaaee Prom l nllde Face Of Aay Support To Nurest Ed &e Of Ho1e
ror oll.,•r load condlllona or holo c onflgurollons not lnclud•d In this c hart,
refer to T J BIOI'rQ software or contact your Trua Joist npreunlotlve.
IOU NO H01.1! SIZ! II IQU.UI Oll!CTAMOUUI. HOU IIU:
r r r w ~ w r r r « ~ w
1'-o• I'-D" 1'-o • 2'-1• 5'-6• a·-o• lr-1 '-D'" 1'-0'" 1'-0'" 5'-s• 1'-0"' t•-c•
1'-o· 1'-D· 2'-o• 5'-s· a·-a· 12'-s· 1'-o· 2·-o · ··-o· t •-o• 10'-o• 11 '-a·
• leove V1 "' web ot top and bottom of hole. DO NOT cut Joist Uong ...
• Chor1 It based on uniform lood toblu In current desig n llle rolurt.
• ro,. simple span (5 foot m inimum) uniFormly loaded Joists not
requiring c om m erclof conctnlrol•d loads . ono modmum s lzo round
~~~:r m~r.:•0!:,~': ~~e 1~;,,~.-n ter of the Joist spon provided no
ALL OWABLE HOLE S
LVL/LSL BEA M AN D H EADE R PR ODUCfS
n
I ~ span
IY-
ROUN D HOLE CHART
I IAIIOU!ll lltUJWUII I OVJtD
IOLISIU
··~ I.
>'I IJ/.._·
7°/ lo 20 ,.
S•t illllltOHolllot .UtWid HolelOII
t---f-~• Diameter of the largest ho le
(minimum)
I I l=t: doplh ~ 0 0 AMow1d Holt Zonh
~ depth • •
Allowed Holo Zono )$ spon y
"'"~"~u ~ • Allowed hole zone Is a ulloblt for
• ~:"~;~~n~:~odrec:.o'::.mt ont1. cSJ
• No holu In conllle-ven.
0
' =
Cut onlr round hol11 a nd
only In t,.~ etnle r of bean
1®-r
DEC.C ICA.W WAY BE DROPPED AND
LOCAtrD 2'-o• CLOSED TO HOUSE AS
OESIR(O. WAXIWUW CAifTIUVU TO BE
2' -o·. WAJI II.IUW JOIST l£NGTH TO 1£
12'-o• OY[RAU.. !UNCUS WAY 8[
EU"'lHA1ED AT THIS CONnGURATIOH.
3&'-0'"
MAIN FLOO R FR AMING
OP T CUSTOM DECK
WAJIIWUW HEICHt AIOY[ CA.ADE TO 8( u ·-o·
It'-D.
CE:) Vl • IJ/4 ~,u· MICROLL.A W. l YL flUSH 8(A.M
o::::J J ,. u · Ut-lao • ..104St
CimJ (3)J 3 DOUilL u• TJI-liDe JOIST
• 1 1/•'" • 1-e• I..J( OWBUSTANDe UL IIIW I!I OAIID
cz::z:lZZ) IHlERIOit 8EARINC WAU.
\IINit.iUI.I 1-2•4 ftOSr
LARGU POST $P[CI£l[O ON PU.N
e SIMPSON lnJSU
@ SIWPSOM IUS1.l 7 /U
@ Sflo.WSOH HU11
e SIWPSO~ HHUS ~I D
@ SCWPSOH lUS28
e SIWPSOH LS70 (PAl•)
<® SIWPSON WIU51 ~-2
e Sllt.IPSON SURI/U.SS1D/t1
.. -·---··-----... lC:::::::~
HEADER
SCHEDULE
0 • 1-ld Hf12/SPff2
® • 1 -1•1!1 Hffl/SPf'12
@ • 1 -2•1D Hfi2/SPrfl
® • 2 -2112 Hf #2/SPff 2
®. l-2..a Hr12/!Prl2
® • 3 -2d Hf#2/SPrf2
® * 3-:htD M£f2/5Prf2
® • J -2•t2 H£f2/SP£f 2
0 . (2)1J/ ... 9 1/2. lVl
Q)• (1)1"1.'" • n'/1'" \.Yl
® • (2)1%"' a 14'" LVI..
(£) ~ (3)1J/4 1 t 1/2• l Yl
®• (l)IJ/ .. I 11'/1• lYl
® • (l)1J/4 1 u'" lYl
INDICATES 6.P'Jt0XIWAt[
f iXTURE LOCAIIOHS.
CONlRAC1'0 R tS lttsi'ONSA.Il(
TO lOCAl( noot TIUSSCS
AWAY rA OW PlUW81 NC DROPS.
0 ,,
,
\
NtwEl ftOSfS fOR HANDRAIL
TO BE SPACED NO WOU TKAN
1D'-o• D.C. AA11. TO 8(
DETCRWJN[D lATtR.
t.ll S!
• PROYIOE l -1 4 BAAS, 18" LD
U . WAY IOn0\4 Of BIGfOOT
3•14 B£1W£[N PAD AHO PILA
12'-o· (•/-)
PL AN -ELEV A&B(C SI M)
1/~,"' "' 1'-D"'
lCroOT ,..
ATWA lK
[NO CATWAUC
WlNC TO ORAD(
I
N CRITER I A
DCOU L
IRC -200J EDITIO N
NDS/ASD -2DDI EDITION
ACI J 18 -2002 EDITION
AISC/ ASO -91h EDIIION
ASCE 7 -2002 EOITION
ROOF SNOW LOA0 .......... 40 PSr
fLOOR LIVE LOAD ........... 40 PSf
EXTERIOR OECKS ............ 40 PSf
WINO (VJJ) ....... 90 mph, EXP 8
SEIS!o41C .......................... ZON E 8
'THIS PIAN IS DESICNED IN ACCORDANCE -~
WITH ARCH ITECTURA L PLA NS OATED SEPT.
IS, 2004, AND IS NO! APPUCABLE WllH
AllY OT HER AR CHITECTU RAL RELEAS(.
rrouow AU "ANUrAIURER I I CCOWI.I(NOATIONS fOR INSTALLATION
R£CQWI.I[NDATIONS fO'I BIO rOOt
SYSl£W fOUH OAT IOfol f ORWS
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MAIN PLOOII PlUMING
PLAN I CUSTOM DECK
!LI!VATION A,l.tC J
~ ........ Jce No. ~S·OOHV
04TI APRt. 1, l006
"""" "" DlAfl .... JTB
CM:CILt f()f
lOT S'[Cif!C ..... I OAT£:3/20/01
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