HomeMy WebLinkAboutPlansREBAR & CAP
LS #27929
(FND.)
PARCELS OF LAND
~CEL C OT 2 SEC T I 01'1 2 TCWINSi I P I SOUTH, RANGE 89 WEST OF THE SIXTH
A PAR CE L Of LJO.ND SITUATED I NOFL GARF j ELD, STATE' OF COL)RA D SAl D PARCEL BEING MORE PART ICULARLY
PRIN CIPA L MERIDIAN, COUNTY
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DE SCRIBED !'.S FOLLOWS : ECTION 2 BEING 1\QN ~:N TEO BY A 1995 BLM 3" INCH ALUMINUM CAP
C()I>.II.IENCING AT THE NOR TH QU~RTER ~~GS THE NORTHERLY L)l'l\ f SAID SECTION 2 A DISTANCE OF 163 .3a
IN PLACE THENCE S 89 '47.'52 E ALRIGHT-QF-WAY OF COUNn O•D N0.129 , THE POINT Of BEGINNING:
FEET TO A POI NT ON THE WESTERL~T-QF-WAY THE FOLLOWINGI G<T (8) COU RSES :
THENCE ALONG SA ID WESTERL Y R IG " .
1 _ 5 38 '2 9'23" E A DISTANCE ~~R~ii;-,~2 T~iE~IGHT HAVIN •\ iAOIUS OF la4 .79 FEET. AND A CE NTRAL
2 . THENCE !'.LONG THE ARC OF ACE Of 95 03 . f EET, (CHOR ~E\RS S 23'45'30" E 93 .9a')
ANGLE Of 29'27 '49" • A DISTAN . 70 41 FEET ; THENCE S 09'0 1 '37" E A OIS~~ETgF T~E iuGH T HAVIN • 1ADIUS OF 468 .65 FEET, AND A CENTRAL
4: THENCE ALONG T~E ARC OF A~ OF 79 57 · FEET . (CHOR3 E,RS S 04'09'48" E 79.47')
AN GLE Of 09'43'58 · A OISTANC . 5 16 FEET 5. THENCE S ,OD'42'01" W A DI~T~~~ETgFT~~ RIGHT HAVI~ <AD IUS OF 311 .36 fEET . AND A CENTRAL
6
. THENCE ALQNG THE ARC -Of A EU Of !IO 67 · f EET. (CHOE:ARS S 10'53'01" W 110.09')
ANGLE Of 20'21 ·sa· • A OISTAN C . 6 32 FEET
7
THENCE S 1 21'04 '00" W !'. DIST~~~ETgF T~~ LEFT HAVING~>Q I US OF 531.95 FEET. AND A CENTRAL
a · THENCE ALONG THE ARC OF A CU OF 61 48 . f EET (CH~l <RS S 17 '45'21 " W 61 .45') TO THE
ANGLE OF 06'37'19"' A DISTANCE . 7• THE NCE LEA~ 'l GHT-OF-WAY RTHEAST CORNER Of RECEPTION NO. 39501 ' SAID RECEP~,<O . 395017 A DISTANCE OF 222.50 FEET ~0 a 8 .27 ·ao• W ALONG THE NORTHER~~KLI~~Sgf BE ING THE N<~S T CORNER OF SAID RECEPTION . NO 395017:
TO THE CENTERL.INE OF NO N~~ ~~E FOLL OWING TWENTY (2 CGJ RSES:
THEN CE ALONG SAID CENTERLIN
N 00 '24'05" W A DIS TANCE OF 19.57 FEE~
1 . N ll'59 '55" E A DISTANCE OF 33 .a2 FEE
2 · N ·4 5'49'32" E A OlSTAN CE OF 33.aO FEET
3 . N 57'55'09" E A DISTANCE Of 29 .36 FEET
4 · N J3'52'55 " E A DISTA NCE Of 36.99 FE~~
5 . N 25'25'20" E A DISTANCE OF 44.04 FE T
6. N oa'59'20" E A DISTANCE OF 65.72 FEET
7. N 39'30'11" E A DISTANCE OF 9D.90 FEET
8 . N 31 '24'22" E A DIST ANCE OF 44.42 FEE
9. N 2a'01 '47" E A DISTANCE Of 91.41 rCET
10. N 15'13'15" E A DISTANCE OF 54.90 FEE T
11 . N 06 •05'20" w A DiSTANCE OF 124.16 fEET
12. N D9 '19'D2" E A DISTANCE OF 59 .1 2 FEE T
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SITUATED
COUNTY
IN
OF
LOT 2, SECT ON 2, T
GARFIELD , TATE OF
6 S, R 8 9
COLORADO
W, OF THE 6TH P.M.
"X" IN ROCK
s 01., 1'09" w
pARCEL 8
A PARCEL OF · LA ND SITUATED IN LOT 2 OF SECTION 2. TOWNSHIP 6 soiTH . RANGE 89 WEST OF THE SIXTH
PRIN CIPA L t.tERIDIAN LYING WESTERLY OF THE WESTER LY LINE OF toO Ni'.!E ROAD (S~HIMES REFERRED TO AS
COUNTY ROAD NO. 129 ), AND EASTER LY OF THE CE NTERLINE OF NO ~AMI CRE EK, SOUTHERLY OF THAT PARCEL
OF LAN D DESCRIBED IN DOCUt.tENT NO . 2216 69, RECORDED IN BO OK l4g~·~T PAGE 49 7, AND NORTHER LY OF A
PARCEL OF LAND DESCRIBED IN DOCUMENT NO. 243316, RE CORDED I< BOK 40 1 AT PAGE 422, BOTH IN THE
OFFICE OF THE CL ER K AND RECORDER, GARFIElD COUNTY. STATE OFCOORADO SAID PARCEL OF LAND BEING
MORE PART ICULARLY DE SCRIBE D AS FOLLOWS :
BEG INNING AT THE NORTH QUARTER CORNER OF SAID SECTION 2 : T~NC S 18 '49'22" E 993.65 FEET TO A
REBAR AND CAP LOCATED AND FOUND IN PLACE, AND BEING A POINTONTHE WESTERLY LINE Of SAID NO NAME
ROAD AND BE 1 NG ALSO THE SOUTHEAST CORNER OF THAT PARCEL Of .AN DESCRIBED IN SAID DOCUMENT NO .
221669, THE POINT OF BEGINNING; THENCE S 14'13'00" W 139 .70fET ALONG THE WESTERLY LINE Of SAID
NO NAM E ROAD TO A REBAR AND CAP LOCATED AND FOUND IN PLACE INDjBE ING THE NORTHEASTERLY CORNER OF ~~~TN6~~~~~L~FL ~~~DD~Ei~~~~;~C~~ ~~~~R~~~gM~~TS~~D ~~~c~~~T-~~~C~4 ~3~::z~~~~~EWNJ6;~;3~~~; ~L~N~O
FEET ALONG TH E NORTHERLY LINE OF THE PARCEL DESCRIB ED IN SAD lOC UMENT NO. 243316; THENCE '
N 8a'27'00" W 160.21 FEET ALONG THE NORTHERLY LINE OF THE P~C I L DESCRIBED IN SAID DOCUMENT NO .
243316 TO A POINT IN THE CENTER OF SAID NO NAME CREEK AND A.S OIBEING THE NORTHWEST CORNER OF THE
OF LAND DESCRIBED IN SAID DOCUMENT NO . 243316; THE NCE N 36'~REL 13'00" E 112 .70 FEET ALONG THE
CE NTERL INE OF SAID CREEK: THENCE N 29'21 '00" W 4 1.50 FEE T A~N TH E CEN TERLINE OF SAID CREEK TO
THE SOUTHWEST CORNER OF THA T PARCEL Of LAND DESCRIBED IN SA ID IOCUME NT NO. 221669: THENCE
S 88'27'00" E 222 .50 FEET TO THE POINT OF BEGiNNING: SA ID PlRCL CONTA ININ G 0.64D ACRES MORE OR
LESS . I
COUNTY OF GARFIELD, STATE OF COLORA DO
PARCEL A I
435,281 . sq . It± 1
9 .9 92 acre s: l
I
1038.70'
PARCEL A I
A PARCEL or LAND SITUATE D IN SECTION 2. ·TOWNSHIP 6 souTH, RANGE 89~cST oF THE SIXTH PRINCIPAL I
MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, SA ID PARCEL BEING~ORE PARTICULARLY DESCRIBED
AS fOLLOWS:
BEGINNING AT A POINT ON THE NORTH LINE OF SAID SEC TION 2. BEING AL~ A POINT ON THE EASTERLY
RIGHT-Qf -WAY OF SAID COUNTY ROAD NO. 129 WHENCE THE NORTH QUARTER ORNER OF SAID SECTION 2 BEING
MONUMENTED BY A 1995 BLM ;i INCH ALUMINU~ CAP IN PLACE BEARS S a9'4''38" W, A DISTANCE OF 201.71
fEET; THE POINT OF BEGINNING: THENCE N 89'47'38" E ALONG THE NORTHLIN F OF SAID SECTION 2 A
DISTANCE OF 5a 5.9B FEET TO A POINT BEING 433 .00 FEET WEST OF THE NRTHEAST CORNER OF SAID'
GOVERNMENT LOT 2: THENCE S 00'44'42" W, ALONG A LINE BEING PARALLEl TO AND 423 .00 FEET WEST OF
THE EAST LINE OF SAID GOVER~ENT LOT 2. A DISTANCE OF 10 38.74 FEET , THENCE N 90'00'00" W A
DISTANCE OF 477 .35 FEET TO A POINT ON TI-lE EASTERLY RIGHT-QF-WAY L": OF COUNTY ROAD NO. 129 ;
THEN CE ALONG SAID EASTERL Y RIGHT-QF-wAY LINE THE FOLLOWING NINE (9 ~C OURSES:
1 . N 14 '00'41" E,·A DISTANCE OF 85.a2 FEET 2. THENCE ALONG THE ARC OF A CURVE TO THE R IGHT HAV ING A RADIUS QF;OI .95 FEET. AND A CENTRAL
ANGLE Of 06'36'53", A DISTANCE OF 57 .95 FEET, (CHORD BEARS N 17'19b7 " E 57.92 FEET)
3 . THENCE N 20'37'33' E. A DISTANCE OF 166 .32 fEET 4 . THENC~ ALONG THE ARC Of A CURVE TO THE -LEFT HAYING A RADIUS OF 141 . 36 fEET, AND A CENTRAL
ANGLE Of 20'21 '59• ,·A DFSTANCE Of 121.34 FEET, (CHORD BEARS N IO'>'J 4" E 120 .70 FEET)
5 . THENCE N 00'15'34• E. A DISTANCE Of 105.16 FEET 6. THENCE -ALONG THE ARC OF A CURVE TO THE LEfT HAVING A RADIUS OF I98 .65 FEET, A CENTRAL ANGLE
Of 09'43'39", A DISTANCE OF 84.66 FEET, (CHORD BEARS N 04'36 '15" i84.56 FEET)
7 . THENCE N 09'28'04" W, A DISTANCE OF 170.41 FEET 8. THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF114.79 FEET, A CENTRAL ANGLE
OF 29'27'46", A DISTANCE OF 110 .45 FEET. (CHORD BEARS N 24'11'57"V I D9.24 FEET)
9 . THENCE N 38'55'5()" W. A DISTANCE OF 213.98 FEET TO THE POI ·NT OIBEGINNING: SAID PARCEL
CONTAINING 9. 992 ACRES MORE OR LESS . .
AL SO KNOWN AS PARCEL 3 Of WEAVERS SUBDIVISION EXEMP TION PLAT RECOPED JULY 12, 1996 AS RECEPT ION
NO. 4957D4 .
COUN TY OF GARFIELD. STATE OF COLORADO
• "' "'
10 .00' SETBACK
APPROVED
SUBJECI' TO NOTED
EXCI!PTioNS & INSPECOONS
GARFIILD COUNTY
BUILD~EPwNT
o...f}) ~ By .£J!EZ::..
LD CO:e:;P~Y.,;__
NO INSPECTION WITHOUT
TllUII: PLANS ON SITE ,.1" or
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13. N 16'34'21" W A DISTANCE Of 67 .66 FE~~
14 . N 45'06 '-22" W A DISTANCE Of 25.33 FE T
15. N 56 '39 '31" W A DISTANCE OF 67.0 1 FEE
60.00' SETBACK GRAPHIC SALE
.,., r--
10.DO ' SETBACK
AP5 T11AC T 50
BLM ALUM . CAF'
N 89'47'52" W
33.80'
P.Q.B. PARCEL A
REBAR AN D CAP
LS #19598 (S ET)
P.O.B. PARCEL C
REBAR AND CAP
LS #1 9598 (SET)
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~ LiG HTED ---J3'-
SCU LPTUR ES
REBAR AND CAP
LS 119598
w.c.
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16. N 41'58'31 " W A DISTANCE OF 29.07 FEET
17 . N 29'17 '21" W A DISTANCE OF 99 .41 FE ET ;~·. N 47'16'19" W A DISTANCE Of 56 ·08 -~ig TO A PO iij THE NORTHER LY LINE OF SAID SECTION 2 ;
20 . N 33'36:4o:·W_A DI S ~C;A~6 ~R~~E~LY LINE A 0 1:r OF a2.B4 FEET TO THE P0 1NT OF BEGiNNING:
THENCE S 89 47 52 E AL .no( OR LESS .
SAID PARCEL CONTA I Ni NG 2 .62 9 ACRES MV"
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NATURAL
'IEGETA TlON
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1
----------------------------------7' DOUBLE WALL----C6
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PARCEL C
114 ,5 39 s q.f t.±
2.629 acres±
BURIED
12"0 CMP \
I
4' LAND ~III ED
RET AININ I ~~LL
BOARD FENCE
--
~ .~~"' OVERH EAD
POWER LINE
ROAD
SIGN
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I I
I I / I REl'INlNG
WG! .. L
33'36'40" w
28.79'
TELL PED.
EXPOSED
1 2"~ CMP
45'06'22" w
25.53'
CURVE TABLE
51" w
17'
CURVE RADIUS
C1 501 .95
C2 34LI6
C3 498.65 .
C4 214.79
C5 184 .79
C6 468 .65
C7 311.36
Ca 531.95
!MfROVEMENT SURVEY STATEMENT
LENGTH TANGENT
57.95' 9.01'
121.34' 61.32'
84.66' 42.43'
110.45 ' 56.48'
95.03' 4R59'
79.57' 30.88'
110 .6 7' 5o.9~'
61.48' \0.77'
HEREBY STATE THAT THIS IMPROVE~EN T SURVEY WAS PREPARED BY HIGH
;QU NTRY ENG INEERING , INC. FOR JOSEPH A. SCOTT .
FUR THER STATE THAT THE IMPROVEM ENTS ON THE ABOVE DESCR IBED PARCEL
JN .THIS DATE , OCTOBER ~a. 1999, EXCEPT UTILITY CONNECTIONS, ARE
:NTIRELY WI THIN THE BOUNDAR IES OF THE PARCEL , EXCEPT AS SHOWN,
rH AT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREM ISES BY IMP ROVE~ENT S ON ANY ADJOINING PREM ISES, EXCEPT AS INDICATED . AND
rHAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING
lR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. I FURTHER
;TATE THAT I HAVE . EXAMINED THE TIT LE COM~I TMEN T PREPARED BY LA ND
r i TLE GUARANTEE COMPANY (ORDER NO . GW23240a DA TtO OCTOBER 6, 1999)
1ND F IND AL ~ EXCEPT IONS to TITLE THAT AFFEC T THE SUBJECT PROPERTY
IRE SHOWN HEREON TO THE BEST OF~ KNOWLEDGE AND BELIEF.
CHORD
57.92 '
120 .70 '
84 .56'
109 .2 4'
93.9R'
79 .47'
110.09'
61.45 '
BEARING DELTA
s 17'45 '34" w 6'36'54"
N 10'53'01" E 2D'21'5a"
. N 04'09'48" W 9'43'40"
N 23'45'30" W zo ·21'4s·
N · n'45'30" w :iil·2ng•
N D4'09' 48" W 9'43 '40"
N l0'53'01" E 20'21'58"
s 17'45'21" w 6'37'19"
NOTE:
1 )
2)
3 )
4)
BA IS OF BEARINGS FOR THIS SURVEY IS A BEARIN G OF
S 0 '~6'5 4" E BETWEEN THE SOUTHEAST CO RNER OF LOT 6
AN ! TH E SOU THEA STER LY CORN ER OF THE PROPERTY .
TH i PROP ERTY IS SUBJECT TO RESERVATIONS. RESTRICTIONS,
CO\,A NT S AND EASEMENTS OF RECORD OR IN PLA CE .
OAT ~F SURVEY WAS OC TOBER 5-B , 1999.
TH r, "AP IS BASED ON A RECORDED PLAT AND CORNERS
FO UO IN PLACE.
...
TELE.
CO NC .
DRI\1£
( IN FEET
1 lnch = 40 t .
SPLIT
FENCE
I ' R.R.
WAL L
CLEAN OUT
Tl LE WALKWAY
TO CREE K
N 33'52'55" E
36.99'
BBO PIT
N 45'49'32" E
33.80'
N 11"59'55" E
33.82'
N 00'24'05"
19.5 7'
P.O.B. PARCEL 8
#5 REBAR
(FNO .)
-
PARCEL ' 8
27,915. sq.ft.±
0 .640 acres±
ONE STORY WOOD FRAME
W/0 BASEMENT
t"l
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REBAR & CAP
LS #1 959a
W.C. (SET)
CONC. PATIO
LOWER LEVEL
REBAR & CAP
LS #276 13
(FN D.)
0\IERHEAD
POWER LINE
REBAR & CAP
~S #19598 (SET) ---
FEN CE -
REBAR & CAP
LS #1 9598 (SET)
N 01'33'00" E
8.00'
ADJ ACENT
HOUSE
REBAR & CAP
LS *19598
W.C. (SET)
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PRO JECT NO .
99781.01
SHEET 1
OF 1
,._
" .
GENERAL STRIXOTIRAL NOlES
I. Desfglls based on the 2000 Edition of the lnlemallonal
Resldentialtlulldlng Code.
DeSI<Jl loods
Roof .............. -..40 PSF ll + 15 PSF Dl
Decks .............. .t>O PSF ll t /0 PSF Dl
1'1/nck.YBr Clq:>ter It>, Division 2 • E><pos<x"e B,
80 MPH Bas/G Hind Speed
2. In add/lion to inspecllons re<jVI-ed ~ UB.G. Section /08,
sp<XIal inspectors slk:J/1 be enployed to provide ilsp&llons
cilrlng cons~llon on the lpes of work listed 1'1 UB.G .
Section 110/5.
3. lateral stcbllillj Is provided p6f" UB.G. Section 2320
for conventional lkj>Hrcrne cons~tlon.
4 . TOO contractor sha l l be responsble for the tenporc:ry
slklrlng ard bracing of all SljSiems end pralectlon of
all adjacent s~!l.res .
5. TOO contractor shall conflnn drnens/ons ard elevat ions
sho..., Hlth as bui ll condll/ons; notify Engineer
irm'edlate ly of dlscrepa>e/es.
t>. Nollltj EnglnMr ff "'! openings are to be cvl In
s~!l.ral SijS!ems for rnec/'ai/Gal or eleclrlwl Items.
7. Desfgl Is for new additions only ard does not loclvde
hvestrgatJon of !:he existing strucb.re.
FOUNDATI ONS
I. Fomdatlons ore ossomed adeqvale. OK-Jer srall
accept responslblllly for existing fomdatlon
conditions that have not been Fie ld veriFied CFJd
ilsp&ted ~ the Eng>'IB8r of Record.
2. All Footings ae asswed to beer on Lfldlstvrbtld
na!<.ral becrlng materials or """f""'led
s~!l.ral fill. Gompactlve eFFort f or
s~!l.ral Ill/ 5ha ll be h accordc:n;e with Soils
Engineer 's r~t/ons. Becrlng soils
(na!l.ral ard <""f'G"!ed! 5ha ll be l'lsp<Xted CFJd
cpproved ~ Solis Er<jlreer prior to placement of
footngs.
FASTCNERS AND WNNEGTORS
I. All tll7i:Jer nailing CFJd connectionS srall conform to
the LeG CFJd AITG . Re f Breoce 'q7 tBG Tcble 23-1 /-
B-1 Nailing ScMd!le .' All nails shown SI<Jllfy corrmon
Hire rails unless noted otheflo'rjfse .
2 . fults for wood member c.omecUons aid concrete
crd!or bolts 5ha ll be ASTM A307 "'th maornvm /-112'
wa;her each end vnfess noted ol:flert.;~.
3 . All metol connectors For wood franlng (e.g. Joist
Hangers , Hold-down Anchors, Franlng Angles, B!c) shall
be as rr<nrl'ac!i.red ~ Sirpson Strong-Tie Gonp<nj.
lnstoll all connectors axording to rr<nrl'ac!i.rBr 's
recotrrrJefldatlons. Contractor may /nsto/1 connectors
Hlf:h nail~ !!horl:8r thc7l corrrnon as. foil~~ tx:1 x 1-114•
for lld, /Od x 1-112 ' for /Od, lbd x 2-112' for lbd.
4 . SB/f-dr/1/lng fasfentlrs For attodwnenl of vor/ovs
materials to s~!l.ralsleBI 5hall be 'TBks' fasleoors
as mawfac!l.red ~ tlul/dex.
5 . Powder-ac.tuat8d Fasteners for attacJrnent of vaTOU5
materials to s~!l.ral steel or con<;rele shall be
'Ramsel ' FaslenBrs as rr<nrl'ac!l.red ~ Ranoel
Fastening Systems .
b . Altennate connBCtors aJd fostenBrS to those listed
cbi7Ve, Hh !d! have I.GB.O. approval, rr>aJ be ll5ed with
approval ~ the Er<jlnBBr.
7 . Dr/1/ed-h a~Chor bolts 1'1 concrete aJd masonry 5hall be
cxiJeslve resin crd!ors !<pe HY -/50 Gl5 rrallfac!l.red ~
Hill/ Gorp unless noted o thBrH/se. /nsto/1 pBr
ma!Ufacb.rer~ recorrmendat fons .
I. DBS!<J!, fl1i:'x'lcat lon a>d lfiS!ollat!On oF s~!l.ra/
steel srall conform to AISG aJd Ai"/5 sp<XIF/Gatlons.
2. SleBI other !hal pipes ard ltbos srall be ASTM A3t>
(mnmm yield slrength=3t> KS/). Pipe co /LI'I!r1S 5hal l be
ASTM AS3-B (ml'lmm IJie ld streng!h=35 KS/). "11.00 sleBI
(TS) srall be ASTM ASoo, Grade B (minimum yield
slrength=4t> KSI).
3. Steel to sleBI connBC!Ion bolts 5hallbe ASTH A307,
vnless noted othernlse.
4 . lnstol/at/on ard boll lkj!lenlng """II be 1'1 auo..-darlce
with AISG ~/liGation For S~b.ral Joints Using
ASTM A325 or A4'l0 Bolts', latest edlllon.
5. Groove welds oha /1 be fvll penetratiOn a>d conl:lrooiJs,
unless otherwise noted.
6 . FII/Bl ""Ids oha/1 be made Hlth E70xx rad, size 3/lt>'
aJd wntkvovs mless otherwise noted.
I. A l l l 117i:Jer conslrvcllon nigh! I heavy} sha l l UXJform
to Amer/Gal Institute of 1l7t>er Gonslrvcllon (AITG)
2 . Sl:rv<;!vra l Froning lt.mber 5ha ll be Dovg las Flrtlarch,
~lth the fo llowing mfnlnx.m grades,
Plates aJd studS , #2
...blsts CFJd Rafters, #2
Beans, Posts and n17i:Jers , #J
3. A ll sill plates h contact with concrete or masonry
foundations shall be Fotnda!Jon 6rade RedHood or
FTessvre-lreated Hem-Fir #2 or better, desfglated
foe 'Above 6rovnd' """9" as defined~ the Amer/ca1
/<'lood FTeserver's lnsti!vte .
4 . Hood rr<nrl'ac!l.red prockts othBr !hal lhase noted,
Hh/c.h have I.GB.O. approval, may be used Hlth approval
~ the Er<jlneer.
t.fPER RAFTERS MA Y BE
2x6 o 24" Ot;..
i..Ot'£R RAFTl:RS N?E COtiT-
llfiGtfS TO B&R.Jf6
-.<>«» ""'" SIW.L BE f'ROVIOB> E/EJI'fftl
lfi'£R Ol.OI'ti<
R.Af'1ER5 AT EACH
CR0550VER l.IXATION.
NOJE, B01H Lf'F'ER AMJ I.OJoER .P.QG:f= SHAlL BE
R.U Y SI£A.TJ£[) FER stEATHI/6 5Cf£tQ.E.
~.-----,--EXIST'G ROOF
BY OTHERS ~
5d2
V.I.F.
I
NOTI:, PLACE ALL TOPS I
OF BEAMS TO MATCH
EXIST'G SWD HALL fE
ELEVATION
I
2 x b Hf No.2 o O.C., TYP
NORTH
i u; :>
'l:
'Ill
'
T.O.DEGK'6
VJF.
NOTE • MA INTAIN MIN
11;' BR6 FOR DEa:
BM END ON EXIST PIER
STRAP OR LAG TO
~c .. ::::::._.::= __ ::== .... --~-.. ~ ..... ::::= .... _::::_ .. :::=... =~~~ NB'I COLUMN
'1-5
± 10'-Q' V./.F.
NORTH
ROOF OVER-fRAMING DETAILS PORCH ROOF FRAMING PLAN FOUNDATION$ EXIST 'G DECK PLAN
2'-o"
• i'
1/4 ' = 1'-Q'
14 'x3'xi'-Q ' STL fE W
2-1;'41 x5 ' LAGS AND
112"41 EPOXY ROD
I":J)(b POST
~ro.so0 V./.F. FRONT PORCH CONNECTION 0 _____ ____,A
3/4" = 1'-0"
u_
>
4xb Pos:r~
SEE PLAN
-'"'1~?-:lc..:.:::~
' . t\ II
1 111
" "' ~~ IJ
r-~ "?
OXY ORMECH ~
NQ1E , LA85 SHALL BE~ "41 x 4' U.NDL
' i
'
\.. ' 5~ (E) T.O.PL Yi!j;~ ' --·····-~
\1 V.l .F.
r.i r "":: 11 • ' ' "' '" c..s~··-~··········-··················-·····
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• .1.1 • <!)
" '~ ::::::::::)-·-----• 't
~'41 THDV ROD
W RESIN ADHESIVE
TO WNC 4 TIMBER
NOTI:, DAP EAVE
BM FORENDBM
BEARING
~·
I I
--r bx8
1
1/4 ' = 1'-Q '
NOTI:, ADH EPOXY FOR
THREADED RODS SHALL
BE ABOI'IELD 55-22 BY
ABA TRON (w..,.nbaf:ron.corn)
OR APPROVED EGIIJIVALENT
LSTAq
EA. PAIR
OR RAFTERS
~ '41 TW'D RODS
W RESIN ADI-/ESIVE
~•+!
~
OST
1'1
bxbR
BEL O ' " " " " 1-}J' '[3'[ 1-}J '
PLAN VIE~
3/4'-1'-Q'
I.
2.
3.
4 .
-VEXIST'G WNC PIER 5.
' 6 .
7.
8 .
" '1.--f--U
DETAIL ® -----'--D ,,. = 1'-o·
I~
-----
~ + ......... ~+ ...........
b +;mg.
+ +
SYMBOLS LEGEND
' Floor joist or-roof rafter, U.N.O.
, joist ha!ger or beam to beam ""'"""'t/oo (lops
Of Joists a>d beans ere Flvsh ml9ss noted
otrerwiSB, U.N.O ).
beam or header suppor-ting framing. (See MII!I-Piy
Bean SlaJda-ds)
'!dge oF floor or rooF sheathlng-
(See 5/!eathing Notes)
VBrtlwl step In floor sheathing .
HOOd s!vd becrlng M il cbov" Franlng.
HOOd s!vd beahq wal l beiOH Franlng .
5!vd I"'Pfl to mci!c;h joist lcopA.
non-bearing woad s!vd wal l be low franlng.
2-~'41 ER
ANCHORS
(5%'4! MIN EMBED)
2 x b
..
SPACER _) ' 4 ... " '
HT CO...UMN ~4 .~~~TING PIER@)
APPROVED
q_
10.
+
+
~
BYIP.
+ B.H.P.-A
4'-o' sheatiJBd l3raGed H:J /1 Pa1el below framing.
(Seo 9leathing Notes)
2 '-8 ' p/yHood sheatiJBd Alternate l3raGed H:J/1 Paoe /
below franlng. (Se" Sheathing Noles)
Non:, ANCHORS SHALL f3E RED-HEAD A 7
ACRYLIC ADI-/ESIVE OR APPROVED EQUIV_
SUBJECT TO NOTED
EXCEPTIONS & INSPECTIONS
GARFIELD COUNTY
BUIL~DEPARMNT Dille ~ :/.:1'-Br.4/.4--
.LDCOPY
PLANS ON SITE
~ at
II .
12.
• •
*
steel coim"tJ or HOOd post HhicJl 5<W"'iS Ironing
or loads From cbi7Ve .
coim"tJ From cbov9 wh ich Is 5lf'P"'"led on Franing.
PATTILLO
AssociATES
ENGINEERS
"TIS <SRAND AVENJE
P.O. BOX151
6LENI"ttOD 5FRIN55,
COLORADO 1!>1602
(<no) 'I~E>'I5
('110) '145-4'121 FAX
P""•ocprr•.n.st
ALL DIW'tl All' ~ llf"'RKKrr110N.
Af'FE'RIIIS lt3<SM 5tW.L M:1f BE
ot.f\.JGI\TEP, ot5Cl05B), ~ O'l'lEJM5E
U5fD tt1lUif nt: KlfT1fM ~OF
PAmuo Hr60(;1ATES BtSn , tc..
HAHN
Reii'ENGE
p~
ADl"ITION
1!511 GOIJNT'r"
ROAD 12CI
DATES,
"111104
PERMIT
REVISIONS
PROJ. NO . MM404"T
5I-fEET TITLE
FRAMIN6 e
Ftm PLAN,
NOlES .AND
DEI'l-5
§'ll
OF , I