HomeMy WebLinkAboutPlans'·!RIIC TVRAL OtSIGN CRITERIA
''~' I'F<ff!N C1111fJIIA ,wn COfJES FOil ntiS PRO.ECT ARE AS FOllOWS:
WOW LOAO ·-1n f'<;t"" (CARflEll) COUNTY) n OOR Ulf W1D -1fl PSF (200J IBC)
ltiNO LOAO -!10 Alf'fl, J !R: G/JST {20113 !BC}
WSMIC -SITE 0' A<;~: 0 {200J IBC)
ltmO &: Tlt.IBFJI -AI rr: AND NDS lATEST EOITIONS
<IRI/CliJ/?ES H41f NOT BEEN ANAl Y2EO
rm STABHJTY fJIIRfNC CXWSmtJCm:w
.'•YlNfORCED CONCRETE NOTES
I. f!R"'/'rwr:Ell Cf.WCNETE SHAU BE lJ£SIQElJ, NIJIElJ AND PIACETJ IN Acml'liANa"
""If TW lATEST liJITI(({ OF IT£ ACI COlE AN/J APPUCABlE ASIM STAMJAROS.
• AIl ~t; BARS BEJNIJ PIACETJ BY TIC Cr.JNTIIACTV/1; f4 IY1 U.RCER.
"'1ll fiE NEW QiAOE liO OEl1R1.I£JJ BARS. /3 SHAU IJE aiAO£ 10 OERRI.IEIJ
"I'?> ~~/('// CONFOflll ro ~SIM A6f5.
' 'lf7NR7i'(11/t; BARS SHALL NOT IJE BENT OR Sli/AfCIITENED IN ANY IlANNE/I ltlf/Cif
~~~~D fiE fN.JJfi/OIIS T7J Ill£ STW.. BARS Hint KINKS IY1 8£Jif)S NOT SHOIIrW ON
lfiE BAR lEMJINfl OfAUIMIS SHAll NOT fiE PIACETJ. IT£ 1/SE OF IlEA T TrJ
111/AfCHTEN IY1 6ENf) R£liiFIJfiCIN(; STEEL llfll NOT fiE l'fTIIIITTED 1/NlESS
'Tf:OF/CAll Y N'fflOVED BY fifE EHCINEEI. REJNFORC/NG BARS SHAll 6£ PRa'fllt. Y
9/ff'UI7EIJ, TIED. AND\IYI ANCHOf/ED T7J Pf/00/T OfSPIAC81£NT. MINHMIIAP
'PIJCES SHAll. 6£ (J2) BAR OfMETERS U.N.().. ANY £JIBEIXIED ITEMS NOT SHOIIN
01'/ THESE PlANS SHAll NOT BE PIACETJ IN CONCII£TE WALLS. fEAMS. OR OTHfR
<riii/{"'11/RAl IHJIBEliS ltlllfaJT PflfOR Affli'OVAL
' fYWI".'fli "TE F1Y1 fifE PRO.ECT SHAll fiE AS RX.LOII&
lfSIM C-150 TIT'£ (If t>aiT/.ANO CEJIENT lllnt A WATfN/CEJIENT RATIO (Wjt)
fo!f'T ro EJ«Hl) 0 'II;( AMI A 11/N/MIJI.I ~!£' STIIEJIC711 AS Fa.J.OWS:
f7JIJNDA T1CW AND R .OOR Sl AB ElEMENTS= 3,000 PSI
,1/1. CONCII£TE SHAll CONTAIN !i.OZ (t f. ox) ENTIIAINED AIR AT TIC POINT
OF f'I.ACEJIENT. AIR ENTIIAINING ACENT SHAll BE SHOIIN II IT£ IJE51CN MIX.
G'OIVC!InE SHAll BE NIJIElJ IN Affli'OVED li/ANSIT MIXERS. MA>!NIJII
ElAPSED !TAl£ fli(J,I 7/E TIME 11/AT WATfN IS AlJI){[} T7J TIC NIX 1/NTl. TIC
CONCII£TE IS /JlPOS/7EIJ IN fifE Hai'K SHAll NOT EXCEIIJ !10 11/N(/fES.
a¥1. Y 71105£ AlMI/XlllllfS !FUYF/£0 IN ntE CONTIIACTORS NIX O£SI6N
.SVllll/ffAl SHALL fiE USED. CONCII£TE SHAll BE N1Jr1JJ FIY1 NOT LESS THAN
?V NOR 1101/E 711NI fOIJ RE'KJUJl/ai/S AT NIXJNG SPEE1J PRIOR T7J
f'l Arntffl[ IVfM( AfAK. .'il/JAfP SHAll NOT £XCEE1) 4 ~
< FfJr.t/IIE?'S PRIOR All'li'OVAl WST fiE SEWHUJ FIY1 All SUBSl/IUl/ai/S.
<, UlliESS OTHfRHISl: NOTED, 711£ 11/N/J./l//J CLEAR 0/STANa" /£TWEEN TlE FACE OF
rrwmflE AIIJ THE OIJlYIIJ£ «' fifE IIElNFIY1CING BAf/S SHAll fiE I~
?: CONSTRUCTION .KXNrs NOT SHOIIN ON TilE OfWIINGS SHALL 1£ LOCA7EIJ ro
lEAST II.IPAIR fifE Sli/ENG711 r:1'" fifE STRUCIURE AIIJ Ill£ lOCAl/all WST fiE
A~lf.l) BY fifE ENCINElll.
II. BfRYIE ANY CONCII£TE IS PI.AC£1), APf'f.Jt:NJlE OfWIINGS SHALL i.C CH£l1([[) T1J
IJETETININE 711AT ANafOR ears, ENliEW£lJ STW.. P!PfNG. CrJNOIIITS, ~
'~""~ Ol'fNINGS. ac. All£ PI?OP£R1. r PlACED.
~ lATfNAl SVf'P(KIT SHAll 1£ f'ROIIKJ£1) FIY1 All WALLS OIJTIING BACKfliJJNG AIIIJ
fYW~TII(ICTION Q11!11A liON<
111 1"0/1 CAlHWIC PROTECTION, All IJNlK1I(ROIJNO Cr.JNCRETF: /11111 £NfJE1JOED
f"P/IfC IYI /NSERrs /IHIC/1 Afll" A PART OF fifE PIPING SHAll HAW: A 1/IMJ./l//J «'
I 1/2" aEARANC£ BETHFFN 11'1JARS AIIIJ .wa/INSERTS. ANafOR ears SHAll 6£
<FI ff'nt Tf1IPLA IFS.
11. ANCHal ear 1/AlEJ?/Al SHAll crKif1JRii TrJ 7/E llffiiiiNCJIENrs IF ASIM AJ07
1)(1 ASIM AJO. 1/A lEJ?/Al FIY1 AIICHOR ears SHAll BE AS INDICATED CW A
r !IIITCIJI.AR ORAIJING. If NO 1/ATERIAI.IS SP£CIREli ASIM A-307 SHAll 1£ USED.
ANCifl)fl ea lS AN/J OT/I£R PRO.ECTING EJI8EI)j(£J(rs SHAll 1£ Sl:T /11111
TEMPI.A TES OR OTIE!? N'fflOVED IIETHaJS 1lJ PfiE:IfNT I.ISPIAC81£NT OIAlNG
f'(({C1/EIE P/.AC£1/ENT.
12. HfllXNG OF flf/IIFO/Ir:JNG, PIPE Sl£EICS, ETC. ro ANCHOR eaTS /IILL NOT 6£
f¥111/ITTED UNlESS OIJ".M:ll El.SCIIHEJI£ IN 1llf5C NOTES.
r .i Al.l EXP0SH1 IJNFORIIED Cr.JNCRETE SIJIIFACES SHAll. 6£ IF /JNIFORJI fiNIS/{
"'10 CGl£w. All FORJIED SIJIIFACES SHAll. HA 1£' OEFECTS AN/J BlE1IIS1£S PA rr:1IED
<NI' Rr7'AIII£[) IN A ttaii<I.IAN UKE IlANNE/I.
'~ IIROED PI.A/N H11?E rA!JfiiC Fm COVC1IE'TE REJNF1JRC1JIENT SHALL CONFORJI 1lJ
I <llf A/115.
15. /lff£1/E AJJ.OIIED CW TIE PlANS !LIBS CW rRAIJE (SOG} 1/A Y 6£ REJNF0RCED
IH711 SYNTICTIC FHII A00/11 1£' COIITAINMI A I/INIIIIAI IF 1.5/BS. OF cau4TED,
flfJfllllA7EIJ PQ.~Ff?a'IIENE f18EIIS PEl/ W9C YAIIf) IF CONCIIETF, ANO
711m0/lfH. r II/XED IN Acml'll..v.rQ: /lint TlE IIANUFACT1If1E/IS li!RECITCWS.
'"· 5PUC£S IN IIEJIIFOfiCINC STEEL SHAll BE IN ACCCI'10AN£l" 111711 O£TAI/.S SIIOIIN
fJ!V TlE ORA/liNGS OR IN ACCGI'i'OANC£ ltlnt 7/E ACI O£TAIJNC 1/ANIIAI. (LA TEST
m). lOCA l/all OF S1'UC£S NOT S11011N CW TlE ORA/liNG SHAll fiE SII£I,E;T ro
lilt Affli'OVAI. (F TIC ENrzElll. 11/Nfii/JII LAP SP/JCE L£N(;IHS FIY1 RETNFlliCING
BARS SHAll fiE IN Acml'liAIIC£ /Ifni ACI SP-66 ACI O£TAII.If(J IIANI/Al U. TEST
RIIIIIYV 1/NlESS OIHEli/IISE SHOIIN CW TilE NS/6N IJIIAIIINGS.
17. MIEN CAllED FIY1 CW IT£ PlANS BA!£ PlATES, a/ STEEL /£AJIS /IESTING CW
CONCII£TE OR 1/A!»>RY RJIJNliATIONS SHAll flEW!£' A MIN. IF r• STRUCTI/RAL
IION-SHII/NI( CHOIJT IIMESS OTHfR/IISE NOTEJJ ON Ill£ ()£!;G1/ OIIAMIIGS.
S 11/(/C TIJIIAI. 6ROI/T SHAll HA W: A IIIN/IIlJII caiPf/ESSIW: Sli/ENG711 IF 5IJ(J(J P!1
AT ?BOAlS
18. fWNOAl/all NfDI.ATION, /JIIAIN SYSTEM. AND ICNTIIATION SHAll 1£ AS
l'l"f!CNF.IJ BY Ont£/IS.
1!1. rot/NDAl/all WAllS SHAll BE AO£(JIJATE1Y !RACED U.TfNAllY PfiiOR TrJ A/10
/1f lfiiM; BACKFlJ. Ar:ANST FOIJNOAl/all WALLS.
2r1 MJ01J PIA TES SHAll. 1£ AIICIIOREO T7J 711£ RJIJNliA l/all 111711 5,111"# x ro ·
EJIBfiiiiEN T ANCHal ears SPACETJ NOT AfORE ntAN J6• CW flf.NS, AND NOT 1101/E
7'1411 t" f1lriM COINERS, AN/J All PIA IE £N[)S Na./DNG BUff SPfJCES
21. AIL EAR7111'!a1K, QiAIJIN(;, COI./PACTlON. /JIIA/1/ArJE. AN/J BACKRil. SHAll. 1£
fXJIIE IN Acml'liANC£ 111711 TIC liP 6COTEOI, NC. SliBSa. STlJDY DATEJJ 21
!1/QJST 2(}{}7, JaJ Na 107 0550. FOOTINCS HA 1£' BEEN !lZEIJ FIY1 A MINMN
ALLOifAIJlE B£AIIIN(; fflESSUIIE U 1,(}(}(} PSF. IIINIMrJII FROST Pfi(JTECT/ON COffll
rr'l1 All EXTERIOR FOOTINCS IS J6 INCI/£S.
• 0 ___ , 2 ___ 3 ___ 4
Graphic Scafe
II" .w: 'if~ff f"'"·""' f'.J/f rxJWS/MJ(;~ l'III'RJ:IS
Inches Tenths
(2)-/5 rxwr.
' "' 61'-7~
J /5 cavr. I
ORA/II IF /5 AT 16 " o/c -:..,
REQ'!J fRANSifRSE
-2a·-
SEC770Nm ep su
a·
T.aC. EL 6a'-9
• <::>
·' ~
(J)/J
T1E SElS
(4) IUN. /5 lfRTS.
/5 AT 20"
o/c HORIZ.
/5 AT 20"
lfRT.
t-12" RO(JNO
-1 OR S(JI)AR£ I
BIJT NOT m EXCEBJ
12• o/c
(J) /5 £W. MIN.
BIJT NOT m EXCEBJ
12 " o/c EW.
2x4 rxwr.
KEY
1-/2 "-1
TYPICAl CONSTRUCllON JOINT
SlAB ON GRAOC w/ NON-'AJIICVIAR rRAFFTC
INSTALL LfNIJER WALLS IIH£RE POSSIBlE
N. T.S.
. n ~ . ' _l ~-
va··~ J/;; IHP l!j
SAH'-CVT RLLED
w/ EPOXY .n: F/l1£ll.
TYPICAL CONTROL JOINT
SlAB ON (RAIJE
(2)-/5
cavr. ra·
r.ac. EJ.. 59 '-7
a/Alii: '
SPACE l
tf51120"-c'"!ei'~T-4_j_-,!5 rxwr. ;.r ALT ~G £W.
Ia. 56'-,J's?.
DIWN IF (J)-15 cavr. I I
REQ'!J f:JtJ~'s;/c ':..,
-~2a·-
SECllOJf,, (£), su
a•
T.aC. R. 68'-9 J
' "' _,
~
• "' -
I
-
a/AHl
SPACE
' /5 AT 20"
o/c fiORIZ 1-/5 AT 20"
18/T.
"'~rf-f/2 " £XP.
" .. '0" t?~ cavr. :g~7 'r1 " ~~ 7. ·.) . .. . -"'
SlAB
,.,
I
~rovr. AT 16 " o/c
NSifRSE
• 28
SECT10lfm (D, su
1 _ NA TC/f fiORIZ.
V REINF. SIZE AN/J
NLfMBER T'IP.
l -
ill: ::;;
• L
-....,
TYPICAL CORNER REINF. DETAIL
i(" AffN.--
T'IP. AT ALL lYALL Jr FTG CORNERS Jr INTERSECTIONS
N. r.s.
FlJN.
WALL \
OOIIfL FOOTING
ANO WALL THIJ.:;
BACKFILL
COMPACTED m 95X SPO.
DETAIL
FTJN.
WALL
(2~/5 cavr.
EXP. JT. T'IP.
• "' ·'
{2)-/5
cavr.
a/Alii:
SPACE
ALr lEG £ W. \_ AU lEG £ W. 8"
j5(!120" VER T h4-l--';.!5 CONT. i f5fJ20" lfRT
-28" 2a"--
{2}-j5 rxwr. ~ :1'1" r.ac. EL 68' !!
141/l
i41T
CR.
SP.
.
I"".
. .-.• 1
' e,
,I
'--15 C(}lfj,
.•.
E.~(\/
. . . I FJ. 6 ( p
(J~/5 ct.WT. I 1
15 AT 16 " oA: 0
fRANSifRSE ·~
-28"-.·
SEC770Nm F SECllOJfr.s (!j;ir su SECllON
NJS · SHEE'I $1. .'
a·
r.o.c. a ol'-1 11
. /5 AT 20" ..
f-o/c HORIZ.
/5 AT 10"
lfRT.
' "" _,
0,
~T :g~ ~ m"-1 ilil~ I
• ~EL 56 ' G .
T
STEP LOCA TlOIV _j
SHOitN ON RAN I I
( --------~~
i iEINF. SEE ).'
nr;. OETAILS _., 1 "" RETNF. SEE ::>
r Flll. /JET. ~
"" srABlE st.OPE !!]
ANl 1 11N/J/STU~v ~,\~==::::::/\ f
-I -12" MIN.
FOOllNG STEP DETAIL
N. r.s.
1/2"---
LOHf:R BEAM AND
POCKET IF 2x fU TE
IS TO BE INSTAllED
15 cavr.
ON TOP OF BEANS
• -,~FRAM I fUNS
~NG
-+-L_ _ _:j ____ ()
-,..~"NIN.
SILL Pl.. /Jf."VONO
~~~----------~
'/
/ BEANS.
SEE FRANING
PlANS
(5~15 cavr. LJ AT12"o/c I
'ANSifRSE
60"
BEAMS, SEE
FRMIING PLAN
SEE lftXJO NOTES FOil
HARIJWARE SPECS.
fiTS THAT EXTENO !HROLf(;H
/ORS SHALL BE SOUO
ICKED AT All FlOORS..
FOOTING
B"1--l rac. a . 63'-o
(5 Al2(}
f-o/c {{OR/,
/5 AT 10
Ji!?T.
' "' .I
·~
~..,
tl) ~_r ~\'to;:)"
~~Sl .-Jt·--· ~!;;; f
' I ~E£.58'9
I
SIMPSON POST CAP
EPC OR PC
6x6 POST
U.N. a.
(4)-CON T.
~: I :
@
_Q_
1/~" .¥.s rL1/ES N.S. .e
J/.f." (,)'j'AD[" 8 !JOt. IS.
2" EDC€ IJISTANCE
2" MIN. C-C 801. T SP!'.
I ~ r
·~-1
I l
I I
I I
ALlERNATE CONN£C l!UN /1i
N. T.'>.
/JEA~ SEE __/-.
FRAMING PlAN --1
SEE YrUOIJ NOTES FOil
HARDWARE SPECS.
POSTS nfAT EXTENtJ THfl()fJCH
FlOORS SHALl BE SOL/0
BlOCKED AT .ilL FlOORS.
/ . ,·
' [
-~ '1
I
,,?/·~ln. -n
1.:r r >':'
'11 I, ·, 1 ·
/5 x 48" CNrR. _) ,
1' MIN.
CROIJT
(2) J/.f"#K
10" ABs
"'"'[ ~(1
ON P()(;f(£T -
FON. WALL
BEAM POCKET DETAIL
STEEl BEAMS. N. T.S.
TYPICAl WOOD POST/BEAM DETAIL
N. T.S.
\
TYPICAL H1')()l) fV:_' t
. ' '·
'. .
--·--·--~~~~~~~~~~-------· WOOD fRAMING NOTES
1/ ~
\ 1\
I
lf/Ul -Pl Y 2()£. L 11. 5
1 '1? .~1/tN LIJMfJm
•
"-~~-+ __----2" AffN. EDGE
0/STANC< T'1P.
-!tid il T 12" o;c {2) ROWS UP m 11.25:
(J} .•WJWS 1-1• AND OEEPER Llf. ~ liSE
(2) ROWS t/2• BOlTS AT 12 " o/c
IIHli'l CfJIVNE:CllNG (J-~) !If. s.
/IJUL ll 1' l'..l ll~~M LAAIINA llON DETAIL
N.T.S: --
'l(:ff"O: !1/.!VkWM BEARING LENGTHS
i ·' "'' ''' 'HNIIFAC71.h'IERS [)fHECTIONS
----
FlOOR
~SHEATHING
[i I '1 J"-, --~~ ~~I ,
)
t:r..or. r
.ttr c·
--
~-H~r><nl·' Ill
-'~''if!--'·1·),1~ R.IJOR /Jf."AMS
!{fJ/I!G JOiST DETAIL
'~-~==-...
"'" :· m YA!VIJFACTIJIIERS IJIRECTIONS
N T.S.
:; ~~ T ~u,;s
']1 p: ~·~;%lff" FlOOR
~Sf-lEA THING
1 ~==-=:=1-+-111:::.::.::::.::.:r ( i
I
I
I
I
----1-
---
)
\
H---)
1 ~-FlOOR BEMIS
V OR BEARING WAll
i35 fin.WG JOIST DETAIL
'~<m· 11' MAll!! IF A f.' lUIIERS O!RECTIONS
N. r.s.
L/3 'r.E 11'/IACS
r rc;' Rl!.' ,.tVST I/2"FJ
1 T N" ofr. Tll/J
R.WR r SlfEATHING
R.OOR JOISTS.
SEE PIAN FOR
SPAN 0/R.
. DETAIL A T DECK CONNECllON
SEE ,1RCfUTECTIJRAL FOR AO/Jil/ONAL OETAilS
N. T.S.
SIMPSGIV POST C1P
fPC a? PC
6x6 POST
/(fo/.0 .
__ S!MPSON POST
' lk!SE A8tJ
f. All IIWK llflH IIANIIFAC7lJIIElJ ANO SA lilY DIMENSIONAL LUMBER SHALL
CCKVFORII 10 A.lT.C. AND N.O.S. LATESTElJ/7/0NS. NON-BEARING lYAll SlUOS,
EXCEPT l.MI. SlUOS AlA Y BE H£11-flR /2 LfNI.ESS OTHERIIfSE NOlfi) m HIE
ORA llfNCS. BEARING WALlS SA HIV TIMBERS. POSTS, LAN. SlUOS, JOfS TS AND
RAFfET?S J 1/2" ANO LARGER SHALL BE HEM-fiR Jf. BEA!IING WALLS SHALl BE
2x6 AT 16" o/c llfTH IJ88L. IW PLATE IJ.N.O.. 00118l£ rRIWERS SHALL BE
INSTALLED AT All SmtJClURAl HEAIJERS. lOAO BEARING HEAIJERS SHAll BE
(J~2x10x6' MAx. SPAN MTH CONTlN/JOLfS Pi nttW SPACERS IJ.N.O. ON THE
O£SlGV IJRAitiNCS. MINIMIJAI NAIUNG SHALL BE IN ACCOROANCE llfTH NOS TABlES.
All EXPOSfJ) FRAAIING SHALL BE 7/tEA lfi) PER NDS. lffXXJ 7/tEA TAlENT NETHW .
SHALL BE COMPA TTBlE M111 TI-lE ANCHat SYSTEM L1SED llfnf THE 1R£A 7EJ.J YrU01J
N£MBERS.
2 INSTALLA 7/0N OF ALL FRAMING ANO CONNECT!OIVS SHALL BE 00/VE IN
ACCOROANC£ llfTH THE NATIONAL O£SlGV STANDARIJS (NOS) 20111. INSTALL
SHIMS AS RECllliREIJ. ALL PIA TE CXWNECTWS SHAll BE AS NANIIFAC7lJIIElJ
BY SIMPSON STRONG T1E COMPANY at AI'PROW EJ}lJAL FOR All JOfSTS,
RAFlERS. BEA~ ANO COLLfiiNS FOR APf'ROPRIA TE SIZE AND Snt£ PIA TE
cavNECTWS SHALL BE INSTALL£0 MTH NAIL SIZE ANO N11118ER FOR IIAX!WM
FORCE
.1 NOrr:HING OR WmNG or STRIJCTURAL MEJ.IBERS IS PRfRBITED LfNlESS
SPECIRCALL Y SHOHIV AND !JET.4fl£JJ ON THE ORA llfNCS.
4. MAN/JFACTUR£1) YrUOIJ PRO!JUCTS SHALl BE HANIJIEJ) ANO INSTAllED IN STHJCT
tlCCORDANC£ 111111 THE MANl/FAClURERS INSTRIJCl/ONS. All BEARING lENGTHS.
/JliJCKINC, HANCERS, CONNECTORS, NAIUNG, STIFFENERS. ETC. SHAll Mm THE
REClll/REIIENTS or THE MANl/FACTIJ!IER.
5. All EXTERIOR lftXJO FRAME WAllS SHALL BE CONTINI/OIJSI. Y SHEA lHElJ /Ifni
7/16" OSIJ SHEATHING NAil£1) llfnf 8d GA!.V. NAQ_S AT a· o/c AT All EDGES
ANIJ 12" o;C IN THE REID. SHEAR WALLS 11HERE CAl1.ElJ FOR SHALL 1JE NAilED
/liTH fiJd CAL V. NAILS AT J" o;C AT All EDGES AND 6" AT INTERMEDIATE
FRMIINC. BLOCK All EDGES or SHEA THING ON SHEAR WALLS. R.OOR
0/APHRACUS SHALL IX1VSIST OF J/4" TMJ CO PlnH?Il? ORBETlER. PLYII!XXJ
SHALL BE INSTALLED /Ifni 6WE AND NAILS. ROOF SHEA IHING SHAll BE NAilED
SIMILAR 1lJ WALL SHEA IHINC.
6. GI.IJED-IAMINA 7ED MEJIBERS SHALL BE Dfl-2/F-V4 OR BETTER. /JNI.£SS NOTED
OTHERIIISE ON THE O£SlGV IJRAIIfNCS. '
7. BEAM lrnECl/ON SHALL BE UMI7EJ.J 1lJ l/360 /JNI.£SS OTHERMSE N07EJ.J
ON HIE OESICN IJRAHfNCS. T./1 OER.ECTION TO 1JE UNITED T7J l/-180.
8. AffLTI-PL Y L If. BEAMS SHALL BE CONNECTED TOC£THER IN SUCH A IIANNER
nfA T A COMPOS/TE BEAN IS ACHfEl£fJ. MAN/JFACTURERS 0/RECT/ONS ANO
INSmtJCTIONS SHALL BE FOlLOitEO. CONPOSlTE L If. /Jf."AMS TO /Jf." 2.1E MINIAILfM.
ALL L If. /Jf."ANS SHAll BE f. 75 " x OEPTH SHO/Ir<l.
9. YrUOIJ PIA TES SHAll BE ANCHORED TO HI£ F()(JNIJA TIIJN, AND SHAll
BE FJ)(JNDA liON GRAIJE R£l)WOOI), OR PRESS!Jfl£ !REA TED HEM f1R, ANJJ
SHALL IJf." ANCHORED llfTH 5,/.1'"11 x to • EMBEDMENT ANCH& BOI.fS
SPACED NOT MORE THAN 48" ON RLINS, AND NOT MORE THAN 6" FROII
CORNERS. AN0 ALL PIA TE ENDS !NCLIJOING BLfTT SP/JITS.
10. PROVIDE SOliD 8/.(}(J({NG, INCLIJOING lfE8 STIFFENERS AT TJ/.-. /Jf."T'MEN
All JOfSTS ANO RAFTERS AT BEARING PaNTS. PROIJ/JE RIM J(}fSTS OF
'{:ff/iNff:111 AT HIE PERINElER OF ALL J(}{Sf;1?AFTER FRAMING TO INCLLflJE
If. FABRICA7EJ.J METAL RATE IX1VNECTED mtlSSES SHALL BE DEsrG1VED FOR
THE LOAOS SPWflED AND SHAll CCKVFORAI THE THE RE()IJIRENENTS OF THE
mtlSS fU TE INSTITUTE (TPI}. CONNECTOR Pi.A TES SHALL BE 1BC0 APPROW
llfTH A AffNINIJN SIZE or fx5: ALL CHORO MEMBERS SHAll HA ~ LIJNBER
GRAOE STAMPS. ALL llfB IIEJIBERS SHALL /Jf." or 111E SANE GRADE AS THE
CHOROS HfTH AT lEAST 50 PERCENT OF HIE llfB IIEJIBERS HA 'AN(; A
GRAIJE SI"AMP. mtlSS IJESICN AN/J !JETAILS SHALL BE CERTI/-7ED BY A
f'ROfESSlONAL ENCINEEH HECISTEl?ED IN THE STATE OF COL&AOO. TRIJSS
MAMJFACTIIflm SHALL PROIJ/JE TRIJSS IJETAIL IJRAitfNCS SHOIIfNG AS A
AffNIMLfM THE M£MBER S/ZES, LOCA liONS. GRA/JES, cavNE:Cm:wS, BEARINGS,
LOAOS, REACTIONS, AND ENECTI(K( RAil'S lllnf TEMPORARY BRACING AN1J
HANOUNG RECllJIREMENTS.
l:t. ALL CONNEC!fONS REQt/lrrtNG I.£,W Hrit.J:."'S, PilOT HOl£S. -SW'i'Ofs; lAG
sai!"W5; ETC. SHALL CtJNFORfl m NDS. COIJNlERSINKING IS NOT PERII/fTE/J
IIITHOLfT APPROVAL NOTCIHNG OF SrRLfClURAL WOW IIEJIBERS SHALL
CONFORII m NOS STANDARJ)S.
IJ. PROWJE S//FflaENT Hfl)TH CF SAIHV POSTS at LMIINA 7EJ.J SlU/JS FOil AT LEAST~· AIINIMLfN BEARING AT AlL BEAIIS AND AT BEAll SPUCES IJ.N.O.. Aa
MLfL TI-P/. Y (lAM.) SlU/J POSTS SIIA/.1 BE NAIL/GI.IJ£ lAMINA 7EJ.J. '
ROOF SH£A 7lfiN(;
2x BLOCKING w/ 8d
AT 6• o/c NAIUNG T.tB
hVSTALL llfB Sllfl1J1ERS
ANO TAf'ER£[) PlATES
AT TJI RAFTFRS
BEANS, lJ88L PIA TE
SEE PIAN
SliiPSON HJ
cal/Nt:CTORS
EACH mtlSS/
RAFlER
SIMPSON POST CAP
EPC &PC ROOF TRUSS/WALL CONNECllON
6x6 POST
U.N. a.
SEE ARCHITECTURAL FOil AIJ()fTIONAl 0£TAilS
N. T.S.
SHEATHING
'il-1/i .. (__~ -::£ ·'+-; ~~~--'
SINP!imPOST
BASE ABU
~~-' '.!:' ..... '100 . ~~ ..... -.-.,.
-p(.,:_
.rs:':L
,:r:'£
-
PIFR, SEE
,_ , .. -RJ;V. PlAN
.
POST/PIER DETAIL
SEE ARCHITECTURAL Fa? AOIJITIONAL OETAilS
N. T.S.
DRAWING ISSUE STATUS RESIDENCE --· 't.
J APPROVED FOR 0101 OWENS DRIVE
!' CONSTRUCTION NOTES, SECTIONS, AND DETAILS
FlOOR JOISTS
BOlTS
----F()(JNIJA liON
MAIN FlOOR Fl?AMING DETAIL
SEE ARCHITECTURAL FOil AIJlJ/7/0NAL OilAilS
N. T.S.
DRAUN.· ACAD2007
CHECKED.-S!I.K
APPROVEO·
03 /0
SCAlE." 1/4" -,. a··
CAD FilENAME: I j
PROJECT NUMBER: I
DATE :, / 15 APRIL 2{}{}8 GARF IELD COUNTY, COLORADO Dli'l ~1 2 ~li'H/ 1-<'1'1"
MAY 3 0 2008
GARFIELD COUNTY
BUILDING & PLANNING