HomeMy WebLinkAboutWF-04-02City of Wheat Ridge of ""Eqr~
Community Development Department
Memorandum c~CORAO~
TO: Applicant; File
FROM: Meredith Reckert, Senior Planner
SUBJECT: WF-04-02/11670 West 35th Avenue
DATE: 8 September 2004
Case No. WF-04-02 is an application filed by Duane Bowman and is a request for a class I flood
plain permit to allow an addition to the existing structure located at 11670 W. 35`h Ave., and
zoned Residential One-A. The property is 10,125 square feet in size. Pursuant to Article VIII,
Chapter 26 of the Wheat Ridge Code of Laws, a class I special exception permit may be granted
by the flood plain administrator, provided the improvements proposed are not "substantial
improvements", as defined in Section 26-802. The applicant wishes to construct a 330 square
foot addition to the existing 1,549 square foot house. Based upon the size of the existing
structure and the scope of the proposed addition, the application is considered a class I special
exception permit, and may be approved administratively.
Pursuant to Section 26-808 of the Wheat Ridge Code of Laws, the Community Development
Director is empowered to decide upon applications to allow a class I special exception, without
requirement of public hearing, provided that the following conditions are met:
1. That the Community Development Director.finds that the "findings of fact," as set forth
below, are substantially complied with and support the request; and
2. The Community Development Director has notified adjacent property owners by posting
of the site at least fifteen (15) days prior to rendering his decision, and that no protests
have been received in such ten-day period; and
If all the conditions above are met, the Community Development Director may issue an
administrative variance provided the findings of fact below are met:
Findings of Fact: The Community Development Director shall decide upon a request for a Class
I special exception permit, and shall base his decision in consideration of the extent to which the
following facts, favorable to the applicant, have been established by the evidence:
The flood hazard areas of Wheat Ridge are subject to periodic inundation, which results
in loss of life and property, health and safety hazards, disruption of commerce and
governmental services, extraordinary public expenditures for flood protection and relief,
and impairment of the tax base, all of which adversely affect the public health, safety and
general welfare.
2. These flood losses are caused by the cumulative effect of obstructions in areas of special
flood hazards which increase flood heights and/or velocities and when inadequately
anchored damage uses in other areas. Flood losses are also caused by uses that are
inadequately floodproofed, inadequately elevated or otherwise protected from flood
damage.
3. The addition will be elevated at least one foot above the base flood elevation.
4. There should be no negative impact on the storage capacity of the Lena Gulch 100-year
floodplain.
This request for an administrative variance meets all applicable conditions as required by Article
VIII, Chapter 26 of the City of Wheat Ridge Code of Laws. Staff has not received comments in
opposition to this request from the surrounding neighbors.
Case No. WF-04-02 is hereby:
F APPROVED
1-1 DENIED
FX WITH CONDITIONS:
1. The proposed addition shall comply with all objectives provisions and
development standards (Section 26-806 F) as described in Article VIII,
Chapter 26 of the Wheat Ridge Code of Laws.
❑ WITHOUT CONDITIONS
Community Development Director (Date)
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Customer:
BOWMAN
A WALL
U VOG/~
r
89.375 + 0.5 + 83.375 + 4 + 2 sill(s) ~ 1
B WALL
City:
126 - Denver
!
SOG /Z
Job Nlumber: Order Date:
11760 05/06/04
/a' -
?eA) 0Ec/cArFks~r
e
1 I
4 + 55.375 + 0.5 + 71.375 + 4 + 71.375 + 0.5 + 55.375 + 4 = 266.5" , /ECJ Lo G2E?E CU~c/9.6 l ~iT
C WALL A
6-/.?/'< %"Foar%A/6s
15814
slr1la~r
o,JMA,✓ eks/~€wee
11670V. /~//'EFh ¢iDGE Ca SOO S
n
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CHISHOLM aoe Gotum,h ~tzidtnP IIh76 j( 3Sq kye Wrteajfdloe
CONSULTING SERVICES, LTD. SHEETNO. I OF 3
Structural Engineers tp/
1074 S. Alkire St. CALCULATEDBY ~PQ (teE 6. 65ke OATS Sll4 o'
LAKEWOOD, CO 80228 ~o~t # S@~f48 DATE
OHE~
CHISHOLM dOa Bowmad ~esi~ewcc I1670 N[. 35tq Apt, WtruLl2e,
CONSULTING SERVICES, LTD. SHEET NO. Z OF 3
Structural Engineers (}Ur ,
(K~skG DATE ~~/y~dy
1074 S. Alkire St. CALCULATEDev a
LAKEWOOD, CO 80228
rono% 01 w.49n0 .15111 ~ Sox 50448 DATE
J013 $nweaae 44jP+nr 11670 W 3S-5 AuG3 mra{e~g
CHISHOLM
CONSULTING SERVICES, LTD. SHEET NO 3 of 3
Structural Engineers ( *56 oaTe S~t7~0Y
1074 S. Alkire St. cracu.., a e,r
LAKEWOOD, CO 80228 JoV >~4 Y~i oaTe
/D/f9\ CIA 49fl9 671CGIfEB~
ENCLOSURES
Table 3.1: Gable Room Roof Panel Load table for span/180
Span
Panel Configuration
Allowable Roof Load in PSF at Span/ 180
10
15
20
25
30
35
40
45
50
55
60
8'
3 3/4' EPS
•
•
e
e
•
8'
3 ?4- EPS+H n 3'-0" 0. C,
e
•
•
e
•
.
•
•
8'
3 3b" EPS+H Cn7. 4'-0" O.C.
•
e
e
•
•
•
•
•
•
•
r
9'
3 3/4" EPS
e
•
•
•
•
•
e
e
9'
3 3/4" EPS+H n. 3'-0" O.C.
•
e
•
•
.
•
.
•
.
e
9'
3 3/a" EPS+H a. 4'-0„ 0. C.
e
•
•
e
•
.
e
.
e
•
10'
3 3/a" EPS
.
•
e
e
•
•
10'
3 3/4" EPS+H ')'-0" O.C.
.
e
e
.
.
e
e
e
10'
3 34" EPS+H r. 47-0" O.C.
.
.
.
.
.
•
•
•
•
11'
3 3/n" EPS
•
•
e
•
e
11'
3 3/4" EPS+H @. 3'-0" O.C.
•
•
e
•
•
•
11
3 3/4" EPS+H 0.4'-0" O.C.
•
•
•
•
•
•
•
12'
3 3/4" EPS
.
.
e
•
12'
3'4" EPS+H c('u 3'-0" O.C.
.
•
.
•
12'
3 3/4" EPS+H c 4'-0" O.C.
.
•
•
l3'
3 34" EPS
13'
3 31~' EPS+H a 3'-0" O.C.
e
e
•
e
13'
3 314" EPS+H .@. 4'-0" O.C.
•
•
e
14'
3'/4" EPS
e
14'
3 3W' EPS+H @ 3'-0" 0. C.
e
•
14'
3 3/4" EPS+H c. 4'-0" O.C.
•
15, .r
3 ;,4" EPS
ay0ra
15'
3 3,a" EPS+H .c 3'-0„ O.C.
.
•
~
1 S
3 34" EPS+H ,c 4'-0'
' O.C.
16
.3 3'i' EPS
•
,
16'
3 EPS+H u 3'-0" O.C.
•
16'
3 ?/4" EPS+H r. 4'-0" O.C.
.
.
Ambric Testing & Engineering Associates, Inc.
3502 Scotts Lane, Philadelphia. PA 19129
January 26, 1998
p""V''M
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tin
285
I
&4m- ENCLOSURES
Table 3.4.6: Gable Col
umn with 4 x 4 wood post AL 6063-T6
Allowable Roof Load in Pounds Per Square Foot (PSF)
with horizontal loading of 30 PSF
Panel Span
Ft.
Ridge Beam
San Ft.
5
10
15
20
25
30
35
40
45
50
55
60
s
o
8
10
.
10
10
.
.
12
10
.
.
14
10
.
.
16
10
.
.
6
12
.
.
8
12
•
•
10
12
12
12
•
•
•
.
.
•
,
14
12
•
•
16 -
12
•
•
•
6
14
•
•
•
•
•
,
•
•
8
14
•
•
•
•
•
•
•
•
•
-
10
14
•
•
•
•
•
•
,
•
•
•
,
12
14
.
14
14
•
•
16
14
•
•
•
,
•
•
•
•
,
•
,
6
16
•
•
•
8
16
•
•
10
16
•
•
12
16
•
•
14
16
•
16
16
•
6
18
•
3
18
•
•
10
18
•
•
12
18
.
,
•
14
8
•
•
6
20
.
•
•
•
•
•
•
•
•
•
•
,
6
20
•
.
10
20
•
•
,
14
20
•
•
•
•
•
•
,
16
20
6
22
•
8 n
22
•
•
•
•
•
•
•
•
•
•
•
10
22
•
•
•
•
•
•
•
•
•
•
j
12
22
•
•
14 -
22
16
22
•
•
•
•
•
•
•
•
,
1a0P•
6
8
e~
24
24
•
•
•
•
•
•
•
•
•
•
•
•
•
,
FD
.
$ 12
24
24
•
•
•
,
•
•
,
;CS 514
24
49
} ~6
_ _
24
Ambric Testing & Engineering Associates, Inc.
3502 Scotts Lane, Philadelphia, PA 19129
January 26, 1998
ENCLOSURES
Table 3.5.6: CORNER COLUMN FOR GABLE ROOM AL 6063 J6
Allowable Roof Load in Pounds per Square Foot (PSF)
with Horizontal Loading of 30 PSF
Panel
San
Width of
Opening
5
10
15
20
25
30
35
40
45
50
55
60
8'
4'
5'
e
6'
•
•
7'
•
•
•
•
•
•
e
•
i
e
•
•
1 -
T
-
10'
4'
5'
6'
•
s
•
•
•
•
•
•
•
•
•
•
7'
•
•
•
s
•
•
•
•
•
•
•
•
12'
4'
5'
6'
s
•
7'
8'
14'
4'
•
5'
6'
7'
16'
4'
5'
7'
8'
I
Ambric Testing & Engineering Associates, Inc.
3502 Scotts Lane, Philadelphia, PA 19129
January 26. 1998
6~a ENCLOSURES
Table 3.6.6: INTERMEDIATE COLUMN FOR GABLE ROOM AL 6063 -T6
Panel Width of
San _Opening
Huowaoie root load in Pounds per Square foot (PSF) with
horizontal loading of 30 PSF
5 10 15 20 =5 35 40 45 50 55 60
8'
4'
•
.
6'
T
8'
.
.
.
•
10'
4'
•
.
5'
•
•
•
•
•
•
•
•
s
•
•
•
6'
•
T
8'
12
4'
6'
•
T
8'
•
14'
4'
•
•
•
•
.
•
•
•
•
•
•
5'
7'
8'
16'
4'
.
•
•
.
•
•
•
eoee
°0 a
A€ try °°x,`°,''
5'
7'
•
•
•
•
Ambric Testing & Engineering. Associates, Inc.
3502 Scotts Lane, Philadelphia, PA 19129
January 26. 1998
ENCLOSURES
Table 3.7.5: Allowable Roof load (pso on Door Sill with
30 PSF Horizontal Loading
Horizontal Load- 30 PSF
Length of ro'ection of Room
Width of Opening
8'-0"
10'-0"
12'-0"
14'47-
F16-0-
18'-0"
6-0"
45
45
45
45
45
45
5'-6"
45
45
45
45
45
45
6-0"
45
45
45
45
45
45
61-6"
45
45
45
45
45
45
T-0"
5
45
45
45
45
4E 5
T-6"
5
*
45
45
45
45
45
81-0"
45.1
_
45
45
45
40
40
Table 3.7.6: Allowable Roof load (pso on Door Sill with
40 PSF Horizontal Loading
Horizontal
Load; 40 PSF
-
Length of ro'ection of Room
Width of O enin
10`-0"
12'-0"
14'-0"
16'-0"
18,-0-
51-0"
45
45
45
45
45
45
5'-6"
45
45
45
45
45
45
6'-0"
45
45
45
45
45
45
6'-6"
45
45
45
45
45
40
~'-0"
45
45
45
45
40
40
T-6"
45
45
45
45
40
40
81-0"
45
45
45
45
40
40
~~~6o9e~~
e ~ u a
Ambric Testing & Engineering Associates, Inc.
3502 Scotts Lane, Philadelphia. PA 19129 June 17, 1AQ °
=E!aura 56pien ircENG91-tt1OM P. R.-TS l.U. 4-1197S
&aH ENCLOSURES
Table 3.8: DOOR HEADER BEAM FOR GABLE ROOM AL 6063 -T6
m
iluWa
oie m
oot L
oacl
in Po
unds
per
Squar
e Fo
ot (PS
F)
Panel
S
Width of
5
10
15
20
25
30
35
40
45
50
55
60
an
Opening
8'
4'
6'
e
•
•
•
e
E8]
e
e
e
10'
4'
5'
•
•
6'
e
•
•
•
7'
•
•
•
.
e
•
8'
•
•
•
•
e
•
s
•
e
•
•
•
•
•
e
•
•
•
•
e
12'
4'
5'
•
7'
8'
.
e
.
.
e
.
e
14'
4'
6'
7'
e
.
.
.
.
e
•
e
8'
16'
4'
•
5'
6'
e
7'
8'
e
~a®pd
Ambric Testing & Engineering Associates, Inc.
3502 Scotts Lane, Philadelphia, PA 19129
2a51T
January 26
e"i~~ ENCLOSURES
Table 3.9: GABLE WALL DOOR HEADER BEAM
AL 6063 -T6
Allowable Horizontal Load
Pounds per Square Foot (PSF)
Width of 5 10 15 20 25 30 35 40 45 50
Opening
4' • • •
5' • • • e e e e e
6' e e •
7' e e
8' e • e • • e
g-,4o REG,
p•PG~+~. a~i~.
Ambric Testing & Engineering Associates, Inc.
3502 Scotts Lane, Philadelphia, PA 19129
January 26, 1998
ING PANEL (TYP.)
i
1'PICAL DOOR TYPICAL WINDOW
x UNIT OR UNIT
SOLID PANEL
KNEE WALL
FRONT ELEVATION
r
X: !TYPICAL DOOR TYPICAL WIND
UNIT OR UNIT
SOLID PANEL t
!
i
2
KNEE WALL
SIDE ELEVATION
GABLE ROOF STYLE BUILDING
TITLE: °L!ERS, INC.
JOB SAT=: DRAWN BY:
SFH
! v TESTING & ENGINEERING ASSOCIATES, INC.
3302 S C? S a.NE, "ILA., FA 19129
77
FIGURE 4.2
SCALE:
NONE
(215) 438-1800
=AX (215) 438-7110
8
CORNER
POST
COL
/40015A
i 40
° d
c d u \e a
SECTION i
-BEAM 0 4'-0" O.C.
WITH 3 3/4" EPS
cAmnwlrw DAmrl
SECTION 22
SECTION 3
I-BEAM ® 4'-0" O.C.
WITH 3 3/4" EPS
HANGER TAB
- 40009
7A 7A
6
40020A - 6A 6
7A
40018
40009
7A
PANEL 6A
SECTION 7
SECTION 6
.:A.'..'.:'.:
4001 g1
3 3/4' EPS
-
98
9B PANEL
A
I
/
8B 8B
40015A
\ 40019
40016
C 8C
40009
\
SECTION 8
9
B 9
SECTION 9
ALUMINUM RIDGE CAP
HANGER TAB
HANGER TAB
10
10B
0C
40020A 1 A
10C
t0A 40020A
40016
11A
IA
11B
11 11B
77 _100
tOD _ SIMPSON
SIMPSON
STRAPPING
STRAPPING
11C
11B--
118
PANEL 10A
000
t0A PANEL "I'
40018
4
SIMPSON STRA
ll
SIMPSON STRAP
i% c'5°. 1
x4 WOOD
POST
1oD~
A
OD
°tl~
SECTION 11
s
4~
o A~ •z~ao~~
o~
SECTION 10
by ~~Ii ry,
TITLE: ENCLOSURE SUPPLIERS, INC
.
FIGURE 4
2
2
.
.
JOB ENG-97-213-OH DATE: 3-3-98 DRAWN BY:
:
l
SFH
f:;W77
AM B R I C
TESTING
& ENGINEERING ASSOCIATES, INC.
3502 SCOTTS LANE, PHILA., PA
19129
(215) 438-1800
FAX (215) 438-7110
PN'11 FLOOD
a
Q O David W. Lloyd, Executive Director
O r
Cr
1969 bg~n \ Opq
Anniverd '
Board of Directors
Executive Committee:
g
Debra Vickrey
Chairperson
7
Arapahoe County
$
Susan Spence
Chairperson ProTem
o
Town of Superior
o
v
Paul Danish
w
Secretary
z
Boulder County
o
Gretchen Cerveny
Treasurer
m
City of Wheat Ridge
$
Elaine Valente
w
Member at Large
Adams County
w
z
z
Members:
Carol Boigon
City/County of Denver
3
Steve Burkholder
$
City of Lakewood
Noel Busck
°
City of Thornton
P
Nadine Caldwell
8
City of Aurora
Cheryl Cohen-Vader
City/County of Denver
Ken Fellman
o
City of Arvada
m
Douglas Garrett
City of Englewood
n
0
B. H. Hottmaster
~
Engineer
_
Michelle Lawrence
Jefferson County
n
Kathleen MacKenzie
tO
City/County of Denver
W. Mike Maxwell
Douglas County
z
Bart Miller
City of Centennial
w
Art Patton
Engineer
Karen Stuart
City/County
of Broomfield
Elora Wedgeworth
City/County of Denver
August 26, 2004
Travis Crane, Planner
City of Wheat Ridge
7500 West 29th Avenue
Wheat Ridge, CO 80033
Dear Mr. Crane:
This letter is in response to your request for our comments concerning the application for
a class I flood plain permit for 11670 West 35th Avenue. We appreciate the opportunity
to review this request.
The referral package you sent to us does not contain enough information regarding the
proposed improvements for us to be able to comment. The referral package included two
copies of an elevation certificate for the existing structure, a sketch plan view of the
proposed additions and a drawing of a column footing. Also, the flood hazard data on the
first page of the permit application is blank.
The request for a permit for 11732 West 34th Avenue, which you referred to us in April of
this year, is a better example of the types of information that should be provided. If you
can provide additional information we will be happy to review it again. Otherwise, we
would have to say that there is not enough information to issue a permit.
Sincerely,
&IIDeerrooodplain Management Program
WGD/mc
flood\bill\wheatridge
7500 West 29th Avenue
Wheat Ridge, Colorado 80033
303.235.2846 Fax: 303.235.2857
The City of
Wheat Ridge
6 August 2004
Bill DeGroot
Urban Drainage & Flood Control District
2480 West 26 h Avenue
Suite 156-B
Denver, Colorado 80211
RE: 11670 W. 35"i Ave./Flood Plain Permit
Dear Mr. DeGroot:
The City of Wheat Ridge has received an application for a class I flood plain permit for the above-
mentioned property. A class I flood plain permit is required by the City of Wheat Ridge for
construction of or addition to any habitable structure located within the 100-year floodplain limits. I
have included submittal documents for the subject property for your review. Your comments would
be greatly appreciated by Monday, August 30, 2004. Please let me know if you need any further
information. I can be reached at 303.235.2849.
Sincerely,
D~_
Travis R. Crane
Planner
City of Wheat Ridge of WHEgT~
Community Development Department
Memorandum Cp~oRp~O
TO: Tim Paranto
FROM: Travis Crand~t
SUBJECT: 11670 W. 35"' Ave./Flood Plain Permit
DATE: 6 August 2004
I have received an application for a class I flood plain permit for 11670 W. 35a' Ave. The applicants
wish to construct an addition to the existing structure. I have included pertinent information for your
review. If you feel any information has been omitted, please let me know.
City of Wheat Ridge ~OF WHEgT p
Community Development Department m
Memorandum C~CORA~~
TO: Tim Paranto
FROM: Travis Cran~
SUBJECT: 11670 W. 35"' Ave./Flood Plain Permit
DATE: 6 August 2004
I have received an application for a class I flood plain permit for 11670 W. 35`h Ave. The applicants
wish to construct an addition to the existing structure. I have included pertinent information for your
review. If you feel any information has been omitted, please let me know.
j/2-
The City of Wheat Ridge
Flood Plain Development Permit
mmwmwm~
Application Information
rc,,,ul, bate -3 t9"4_
Owner t'~^1
Telephone 3 7 3 6 6/02
Address ress t&70 (4f, 3~*= A✓r .,.,...,,,I
Project Location/Directions 3l3 70't A
.t; [,Jac
Project Description
-Single Family Residential
-Multi-Family Residential
-New Construction
-Channelization
-
Substantial
Fill
-Manufactured (Mobile) Home
N
Improvement (>50%)
/Improvement (<50%)
-
Bridge/Culvert
-
on-residential
Rehabilitation
-
Levee
qq
Other/Explanations ~s} r! 0 Kur 9M
n
/Sd 22 W ' / 1E 1~ 12
o
27
X
~
/ Class of Permit/Fee Schedule I~
Class I (structures for non-human occupancy) $300 C//~j/
-Class 11 (structures for human occupancy) $840 (includes public noticing fees)
I have read and understand and will comply with the requirements of this Flood Plain Permit.
& -3
Applicant Signature Date
(To be completed by Flood Plain Administrator)
Flood Hazard Data
Watercourse Name Z
The project is proposed in the Floodway
Base (100-year) flood elevation(s) at project site
Elevation required for Lowest Floor S9 s g
Source Documents: Reports/Maps Q rF t
Floodway
3'3
s,se~ l P~~ .eztv./ L
Zo'd L1:6o vooZ Z unC L58Z5£Z~0£:xe~ m,t 'R MITNNMI,1
Proposal Review Checklist
-Site development plans are complete and depict flood hazard data.
-Engineering data is provided for proposed map and floodway revisions.
_Floodway Certificate and data documents no increase in flood heights.
-Subdivision proposals minimize flood damage and protect utilities.
;Z -Lowest floor elevations are above the base (100-year) flood level.
-Manufactured homes address elevation and anchoring requirements.
_A Floodproofing Certificate certifies floodproofing designs.
Other:
Permit Action
Permit Approved: The information submitted for the proposed project was reviewed and is in
compliance with approved flood plain management standards (site development plans are on file).
Permit Denied: The proposed project does not meet approved flood plain management standards
(explanation is on file).
Variance Granted: A variance was granted from the base (100-year) flood elevations
established by FEMA consistent with variance requirements of NFIP regulations Part 60.6
(variance action documentation is on file).
Flood Plain Administrator's Signature Date
Comments:.
Compliance Documentation
Map Revision Data. Certified documentation by a registered professional engineer of as-built
conditions for flood plain alterations were received and submitted to FEMA for a flood insurance
map revision.
-Fill Certificate. A community official certified the elevation, compaction, slope and slope
protection for all fill placed in the flood plain consistent with NFIP regulations Part 65.5 for map
revisions.
`Elevation and Floodproofng Certificates. The as-built elevation of the builiding's lowest floor
was certified as NGVD; or the building's floodproofing level was certified as
NGVD; by a registered professional engineer or licensed surveyor and is on
file. +
"Certificate of Occupancy or Compliance issued on
Rev. 3/11/03
cn•a
Date
J T: Fn bnn7 ) unr JG27G 7.Mn': xt?A MA A gNTNNHIA
Ucto( ( S
FEDERAL EMERGENCY MANAGEMENTAGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ELEVATION CERTIFICATE
SECTION A - PROPERTY
11.3
ROUTE AND BOX
CITY w4zX MV
O.M.B. No. 3067-0077
Expires December 31, 2005
LATITUUFILUNUIi wt (Uri NUJ rwn Urdln wu Um SOURCE: IJ GPS (Type):
( -##1#• or ) U NAD 1927 L J NAD 1983 U USGS Quad Map L_I Other
SECTION B - ROOD INSURANCE RATE MAP (FIRM) INFORMATION
81. NFIP COMMUNITY NAME & COMMUNITY NUMBER
a COUNTY NAME
B3. STATE
BM1. MAP AND PANEL
B6. SUFFIX
B6. FIRM INCEX
87. FIRM PANEL
Be. FLOOD
B9. BASE FLOOD ELEVATION(S)
NUMBER
DATE
EFFECTNEIREVISED DATE
ZONE(5)
(Zone AO, use depth d 9oodng)
n8os C C)
`
E-/X'7 O
-S6"Z ( znn
X G
S4
B10. Indicate the source of the Base Flood Elevation (BFE) data or base (food depth entered in E9.
IJ FIS Profile f FIRM U Community Determined 1.-j Other (Describe):
B11. Indicate the elevation datum used forthe 8FE in B9: )W NGVD 1929 1,.J NAVD 1988 LJ Other (Desaibe):
B12. Is the building located in a Coastal Samar Resources System (CBRS) area or Otherwise Protected Area (OPA)? IJ Yes 4WNo
Designation Date: !I' %
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based am "Construction Drawings' "Building UnderCoWnicticn' *Wnished CmSnxfion
P. new Elevation Certificate will be requited when construction of it* building is complete.
C2. Building Diagram Number 4- (Salad the building diagram most similar to the buidsg forwhich this cettFicate is being completed -see
pages 6 and 7. If no diagram accurately represents the building, provide a sketch or phdogreph.)
C3. Elevations-Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (whit BFE), AR, ARIA, ARIAS ARIAI-A30, AR/AH, AR/AO
Complete Items C3.a4 below according to the bufklig diagram speciled in Item C2. SIffie the datum used If the datum is dferent from
the datum used for the WE in Section 8, convert the datum to that used forthe 8FE. Show field measurements and datum conversion
cak:tdafioL Use the s(ace Provided or the Catmerrs area d Sedion D or 5ecdon G. as apptapid% to daamrert the datum corrvmsdm
Datum L)Q%JQ-29 ConvemicnIComrtuert3
Elevation reference mark used S 9 Does the elevation reference mark used appearon ti I~RM X" Nc
❑ a) Top of bottomifaor(6nduding basement or enclosure) S490 . S tL(m) Pf
O b) Top d next higher floor S . I R(m) a 3"JQ s' 6t Eis
O c) Bdton of lowest horizontal sbudural member(V zones only) fL(m) Is 0 d) Attachad garage (top of slab) ~ • .~fL(m) ~ Od-
e) Lowest elevation of machinery an Vbr eakaoment m 7 . 14-1
servicing the b+sTdkng (Describe in a Canrrenia area) . E fwr4
CI f) Lowest ad)seent (fatished) grade (LAG) c'_1 ?-,s R(m) z
❑ 9) F6gttast a4scant (flnWiscf) grade (HAG) X4 3'1. A IL(m) g ` SU W~ 4
Q h) No. otpermanent openkgs (floocivents) within 1 R above a4acent grade 0 t
❑ ) Total area of all permanent openings (Hood vents) In C3.h eq. in. (sq «n) l Of co .
SECTION D - SURVEYOR, ENGINEER, OR ARGHIFFU .-T V-EKHrW-AT W N
This cedicWcn is to be signed and seeded by a land surveyor, engineer, oratdded authorized by lawto cartit)r elevation information,
1 esaytfmt the ~Abn in Sections A, E and C on ft ceditste represents my best efforts to kbrpret the date avaiebk.
Z
L)
S
Z
SIGNATl1RE _ DATE .L, ^ O 4 7ElEPNONt~ Z?J~J " I-I ,
FEMA Forth 8131, January 200:1 Sea reverse side for cotknHtim Rephosa all previcus editions
EC IVED JUL 2 2 2004
L..'-T- I- L_>
Information from Section A.
ENGINEER,
CODE.
Copy both sides of this Sevation Certificate for (1) community dficiai, (Z) insurance agent/company, and (3) building owner.
COMMENTS PA-M A s 7 l>`14u~t~LJ'F Gt.7TTZa!-`Ci CL = 54-75A
SECTION E- BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONEA (WITHOUT BIFF)
ForZone AO and Zone A (without BFE), complete Items Et. through E5. If the Elevation Certificate is intended for use as supporting
information for a LOMA or LOMR-F, Section C must be completed
E1. Balding Diagram Number_(Seled the building diagram most simlartothe budding forwhich this cartdicata is being completed-
see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.)
Ere The top of the bottom floor (including basement or enclosure) of the building is I "ft. (m) I I I in. (cm) LJ above or U befcw
(check one) the highest adjacent grade. (Use natural grade, if available.)
E3. For Building Diagrams 6.8 with openings (see page 7), the nerd higher floor or elevated floor (elevation b) of the building is
I" ft. (m) I I I in. (an) above the highest adjacent grade. Complete Items C3.h and C3.i on front of form
E4. The top of the platform of machinery andfor equipment servicing the building is W fl• (m) LI I in. (cm) Ll above or L below
(check one) the highest ad)ace it grade. (Use natural grade, f available.)
E5. For Zone AO only: If no flood depth number is available, is the top of the bodom floor elevated in accordance with the community's
SECTION F-- PROPERTY
CERTIFICATION
arty owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i of
a FEMA-issued orconmunilyisead BFE) orZcne AO must sign here The statements in Sections A, A
STATt~) ZIPCODE
TELEPHONE 30"A
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or andmance to administerthe commu Ws floodphain management ordinance can complete
Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable hem(s) and sign below.
G1. L) The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor,
engineer, or architect who is aufho¢ed by state or local law to certify elevation cformatiaL (indicate the source and date of the
elevation data in the Comments area below.) I
G2"A community official completed Section E for a building located in Zone A (without a FEMAyssued or community-Issued SM or
Zone AO.
G3. Lj The following information Via= G4-G8) ft provided for cartmunty, fleodplain management purposes.
G7. This permit has been issued for. "New Constnstion L Suttstantial improvemart
G8. Elevation of as-butt lowest floor (Including basement) of the buuilding Is _fL (m) Datum:
Gg. BFE or (in Zone AO) depth of flooding at ft Witting ate is _(L (m) Datum
LOCAL OFFICIALS NAME TITLE
COMMUNITY NAME TELEPHONE
SIGNKTURE DATE
COMMENTS .
8131, January
Replaces at previous editions
z ~ ~ ,
E EIVEO JUL
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'S/1-1PSON'
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NOTE
THESE ARE MINIMUM STANDARD5 FOR IN5TALLING FOUNDATIO45 FOR
RESIDENTIAL PROJECTS. COMMERCIAL AND 'SPECIAL' RESIDENTIAL PROJECTS
WILL REQUIRE ENGINEERED FOUNDATION5.
5TANDAI~p NO.
MINIMUM NUND4110N STANDARDS I F_q
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TO BE USED FOR DETACHED GARAGES AND ildings Only
NOTE
THESE ARE MINIMUM STANDARDS FOR IN57ALLING FOUNDATIONS FOR PROJECTS WWIILLI REQUIIRE ENG NEERED FOUNDATIIONS yD 'SPECIAL REgIpE1~TIAL p}~OJEGTS
2xf P. T. PL A TE
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MINIMUM FOUNDATION
STANDARDS
577,4NDARD NO.
P- 13
Case No.:
F0402
Quarter Section Map No.:
NE29 _
App: Last Name:
Bowman ~
~ Related Cases:
App: First Name:
Duane -
Case History:
Class I Flood Plain
Exception Permit...
Owner: Last Name:
ame
Owner: First Name:
App Address:
11670 W. 36th Ave.
Review Body:
_dm.
City, State Zip:
Wheat Ridge, CO 80033
APN:
39-291-06.110
App: Phone:
303-736-6102
;
Owner Address:
ame
2nd Review Body:
-
City/State/Zip:
I _
2nd Review Date:
_
Owner Phone:
Fame,
Decision-making Body:
dm. _
Project Address:
11670
Approval/Denial Date:
I
Street Name:
West 36th Avenue
City/State, Zip:
heat Ridge,CO80033...
Reso/Ordinance No.:
Case Disposition:
Conditions of Approval:
7~
Project Planner: rane
File Location: ctive _
Notes: I
Follow-Up: I
District: III
Date Received: 8/3/2004_.
Pre-App Date: