HomeMy WebLinkAboutApproved Plans*040415Tetti N. N91®
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I. Deer Y toed an 0. to 2545 seam of de Mold W W 14440.161
Gab 1750.
Weep Lb. Loeb,
a Roof Wag 40 1,51.
C *4440.0 /lea. W „5F
a 0440 OOPS,
41,4_ 1401 boat fed TNwt a sexed get
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e46194l2+x 104,1941x.
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5. 10 402 409100. astaek eel 100 kle
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mid ea,Ww.• Mew 6vdred. NM
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ere de0..io1 b..
be rae.v. 2. ewwt& w rot pee r
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eery.; 6.44 gpWe 5.a 1 a. depth M Enamt'el.y 40 reel.
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25
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e pn40
626 Ago ee 1. 44 Yew .4.el.d 444-464.426•per gpeld re t.1 w.dtrol Ewer
5596110.44.62:9 195..0
A 140051056 IY/L!
L45 tamer ee.Y.rriejl 1dN *04 .00:
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• M61B@B ND CONEGIVRS
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hewer,
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9d x h', YJd x 1145 Ind x 210', w W noted smoke.
0A1w1M.40 A4w000 Miers to lbw. 00.44 010,461/
brae ILL. 4F'vol,^an be mod wee oFF0. V) 5. Bgter.
4.1:4•44.44.4.4106.Is*ea4pd Wise pilot 616 cal erne.
52x10 for rood mamba. lot Mall b. 4,516 4001.5
1k011e N' mr.t - mix .rd e4low 44.4 euwrb..
Ob rot 104+...1* eons aaees noted Wends&
564.151114.41 5556
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h• co NB
241441 eel AWN656t� 561:51
564.444441•14 save?.+ 106 46, be 4044 0001 We.
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4560 406 eel te Kh 0VA, rah*. MO ehl
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proraml ed a>lrte• x54010114 474514
GONG. FOUNDATION WALL ® UNDERPINNING .�1
1'•1'-0' ��
I. • 1'-0•
9'.
1C-II�j•
9J/PLYL
• 16' O.G.
0.0045
•1 '
9yAN GOVT.
91/21 LVL
• 16.01-.
-2
7i -
GARAGE FLOOR FRAMING PLAN
04••44.0'
PLANEDx05,104
6,475416E FLOOR 1541106 PLAN 40141,
floor Joist 5.hceNg Jobb epos 47 salon.
2 Floor JMote to be 19/4' x 91/2' LVL _Mete enlees rioted ceherm4 a 41140J.
5 Floor .heath4g to be an' thlok ( nal) tongue red groove plFood
(5.. a :51169 Now, deet 5-1).
4. IC 2 Jahn pager or bean connection.
5, Wt. • 1a*elre.4 4.4220 See 9trve6Wake* te
ral 6.neral kes r
Mall y.
6. 5-41hg &wage 5.0.6 to be removed 4 gange to be excavated
to create creel epee .
1. FYONde 41MVtat controlled nechadral cro11 space v ,11401an.
.L5T 11614 5C44132IIL4
0C5GRI511014
111-9
See 051
See 651
APPROVED
SUBJECT TO NOTED
EXCEPTIONS & INSPECTIONS
GARFIELD COUNTY
BU1LaI DEP RT ENT
DATE a TO BY
FIELD COPS"
NO INSPECTION WITHOUT
THESE PLANS ON SITE
Page Of
KURTZ 4
ASSOCIATES,
INC..
5012 COUNTY RD. 154
ISLENWOOD SPRIN55,
COLORADO
(9'70) 945-6905
RESIDENTIAL
FOUNDATION
REPAIR
100 RIVER BEND WAY
IRONBRID6E
SUBDIVISION,
GARFIELD COUNTY,
COLORADO
DRAM BY: M GE K.
GFgGKED BY: S.J.K.
SCALES A5 SHOWN
PRO.IEGT NO,: 20-10
DATE:
CO()STRLCTION SET
05/21/2020
SHEET TITLE:
6ARASE FLOOR
FRAMING PLAN,
SENERAL NOTES
1 DETAILS
SHEET:
5-I
or•r16e 601=4.(6
BLRE-80-20-6438
Properties. LLC
J
54-4.
6O' -O'
I0'-1 fA.
6'%6'
6'-6 L 6=6' L 6,-b" . 6'•4' 1 6%4.
--1----�
R14
4 I
T
1
Y
P-µ6
24"- •
6'-4'
6'-4'
2'-6
2'
1-
P•19 '- P-18
R19
BASEMENT
SLAB -ON -GRADE
TO BE REMOVED
RI=LAGED AT
O3NERS DIRECTION
P -2I I
1
m
r 2'
1
313 x 55
4 T
FOUNDATION PLAN NOTES.
I. Existing concrete foundatIon walla are 6' thick unless noted otherwise (INC.)
2. Dimensions this sheet cre to face of concrete U.N.O.
5. TW = top of concrete wall.
4. TF = top of concrete footing (Field Verify).
5 Maintain bearing of existing Pooti ge on undbturbed natural bearing 5o113
or compacted structural till.
6. (x,o oI] designate. Sue Nkrking Load (LBS) to be cid per each
driven pile. See Detail ANSI. Sole ##1Ug Land - 25000 LES tIN.O. The
Safe 11crk3 Lead .Noll be setotllshed HILT per retaliation,
WIN mntmat rub ontlOtroted fo$r dozen settlement.
'I. Maximum lift (Inches) to be achieved drt9ng the coarse of pier Installation
shall be to be determined upon completion of a current level survey.
B. Q
9. Q designates existing carport pier.
10. Lift and stabilize exleting plena as necessary (le. re-prou'1.
It le anticipated that EP -I ttry EF -15 shall require re-preen-Lg.
II. Inspect exetrog steel team (bµ) and bean bearing to verify BM has
adea.ate beorrg end has not suffered excessive deflection or d3tortion.
dealgnates pier to be Installed.
BM BEARING -
SEE PLAN NOTE
NO II - TYP.
MI5 X 55
1µM3 19-00R N4,1
PF -I9
Z
V -Q 4-i t. 4'-1,9' 2' -0' 2'-O. 4.-5
i �1
/ /
5'-4"
COVERED
ENTRY
PORCH
EJCST
KuGAL
Mot
5-4'
J
/
6%0'
6%0'
12'-7- 16,3'
34
T -9i
IFIELD VERIFY
DIMENSIONS
TO EXIST.
PIERS - TYP
REMOVE EXIST.
GARAGE SAb.
1 EXCAVATE
B'-0' MINIMUM DEEP
CRAM SPACE
t`P-IS
1.45 i6
20
DR50001
P -2A
(16p001
-� cooX45
see BARASE
�r I FLOOR
Y m FRAMING PLAN
CP -19
A °J
11s
Mr -12
1—I1
ID
16%2i"
1ISPGO.)
P-51
(130001
5'-6
20'4Y
f
FOUNDATION PLAN
1/4'e}'-0'
PLAN
NORTH
NOTE.
PLAN SPECIFIES (33) HYDRAULICALLY DRIVEN PIERS TO 6E INSTALLED 1
ILLUSTRATES (24) EXISTING HYDRAULICALLY DRIVEN PIERS * (3) HELICAL PIERS.
i
ENGINEER OF RECORD SHALL FIELD VERIFY INSTALLATION OF STRUCTURAL RESISTANCE DRIVEN
PIERS AT UNDERPINNING OF EXISTING FOUNDATION/FOOTINGS. ENGINEER'S STAMPED APPROVAL
REPORT IS REQUIRED FOR FINAL BUILDING INSPECTION.
w
KURTZ
ASSOCIATES,
INC.
5012 COUNTY RD. 154
GLEN11O09 SPRINGS,
COLORADO
(910) 945-6505
RESIDENTIAL
FOUNDATION
REPAIR.
100 RIVER BEND WAY
IRONBRIDGE
SUBDIVISION,
GARFIELD COUNTY,
COLORADO
DRAWN 5Y: M.C.E K.
CHECKED BY: B.J.K.
SCALE: AS SHOWN
PROJECT NO.: 20-10
DATE:
CONSTRUCTION SET:
05/21/2020
SHEET TITLE:
FOUNDATION PLAN
SHEET:
S=2