HomeMy WebLinkAboutPLANS Addition 262 Fall River Ln 2022-03-29.(<127(6
;:,1'2:
)5$0(720$7&+(;,67,1*
1(:29(5+($'*$5$*(
'225
;
9(57,&$/6,',1*720$7&+
(;,67,1*
1(:75866522)
(;,67,1**$6$1'
(/(&75,&$/3$1(/
0(7(56
(;,67,1*$'',7,21
(;,67,1*:$//
(;,67,1*:$//
1(:522)
1(::$//
1(::$//)281'$7,21
)/22'9(17
3URMHFWQXPEHU
'DWH
'UDZQE\
&KHFNHGE\
5,&+(<5(6,'(1&($/'5,&+%8,/'(56
*5$9(6$9(81,7%
(67(63$5.&2
6..
)$//5,9(5/$1(
(67(63$5.&2
*$5$*((1&/2685(
1(:&216758&7,21%8,/',1*
(/(9$7,213/$11257+
5,&+(<*$5$*($'',7,21
$
1R 'HVFULSWLRQ 'DWH
5HYLVLRQ
PERMIT #22-EP-00141
Field Copy
Print out legibly & in color and have
on site for inspector
REVIEWED BY
SAFEBUILT - PBLAND
All work shall be performed by Licensed
Contractors OR work shall be performed by the
homeowner residing in the dwelling.
PLANS AND CONSTRUCTION SHALL MEET THE
2018 IRC, 2020 NEC AND ALL APPLICABLE
MUNICIPAL CODES & ORDINANCES
KEEP ALL PERMIT DOCUMENTS TOGETHER
& ON-SITE FOR INSPECTORS REVIEW
APPROVED by SAFEbuilt;
2018 International Codes
Subject to inspection and compliance to all
Relevant, adopted Building & Municipal
Codes
03/29/2022
.(<127(6
;:,1'2:
)5$0(720$7&+(;,67,1*
1(:29(5+($'*$5$*(
'225
;
9(57,&$/6,',1*720$7&+
(;,67,1*
1(:75866522)
(;,67,1**$6$1'
(/(&75,&$/3$1(/
0(7(56
(;,67,1*522)
(;,67,1*:$//
1(:522)
1(::$//)281'$7,21
)/22'9(176
3URMHFWQXPEHU
'DWH
'UDZQE\
&KHFNHGE\
5,&+(<5(6,'(1&($/'5,&+%8,/'(56
*5$9(6$9(81,7%
(67(63$5.&2
6..
)$//5,9(5/$1(
(67(63$5.&2
*$5$*((1&/2685(
1(:&216758&7,21(/(9$7,213/$1
:(67
5,&+(<*$5$*($'',7,21
$
1R 'HVFULSWLRQ 'DWH
5HYLVLRQ
PERMIT #22-EP-00141
Field Copy
Print out legibly & in color and have
on site for inspector
REVIEWED BY
SAFEBUILT - PBLAND
General Elevation Notes:
- Asphalt shingles shall meet 175 mph
wind-speed & be tested in accordance with
ASTM D 7158 & packaging shall bear label of
classification
- All asphalt shingles shall be installed per
manufacturers installation instructions
(R905.2.4)
- Siding Coverings to meet 175 MPH
wind-speed
- Siding to have a water-resistive barrier
underneath at exterior walls - R703.2
- Roof Ventilation per R806
- All Exterior Coverings shall comply with R703
- All Roofing materials shall comply with R905
- Drip edge required on all rakes and eaves
- Ice and Water Shield is required - Ice Barrier
required from the lowest edges of all roof
surfaces to a point not less than 24" inside the
exterior wall line of the building. IRC R905.1.2
SOFFITS (EAVES) WITHIN 5 FT SETBACK SHALL BE
PROTECTED WITH FIRE RESISTANT MATERIALS
- NO OPENINGS ALLOWED
- NO PROJECTIONS WITHIN 2' OF PROPERTY LINE
6/$%
3URMHFWQXPEHU
'DWH
'UDZQE\
&KHFNHGE\
5,&+(<5(6,'(1&($/'5,&+%8,/'(56
*5$9(6$9(81,7%
(67(63$5.&2
6..
)$//5,9(5/$1(
(67(63$5.&2
*$5$*((1&/2685(
(;,67,1*%8,/',1*(/(9$7,213/$1
1257+
5,&+(<*$5$*($'',7,21
$
1R 'HVFULSWLRQ 'DWH
PERMIT #22-EP-00141
Field Copy
Print out legibly & in color and have
on site for inspector
REVIEWED BY
SAFEBUILT - PBLAND
General Elevation Notes:
- Asphalt shingles shall meet 175 mph
wind-speed & be tested in accordance with
ASTM D 7158 & packaging shall bear label of
classification
- All asphalt shingles shall be installed per
manufacturers installation instructions
(R905.2.4)
- Siding Coverings to meet 175 MPH
wind-speed
- Siding to have a water-resistive barrier
underneath at exterior walls - R703.2
- Roof Ventilation per R806
- All Exterior Coverings shall comply with R703
- All Roofing materials shall comply with R905
- Drip edge required on all rakes and eaves
- Ice and Water Shield is required - Ice Barrier
required from the lowest edges of all roof
surfaces to a point not less than 24" inside the
exterior wall line of the building. IRC R905.1.2
[[
'
*(1(5$/.(<127(6
'5(029(:,1'2:,1,76(17,5(7<
3$7&+$1'5(3$,5:$//$6
1(&(66$5<
' 5(029(6,',1*3$7&+$1'
5(3$,5(;7(5,25:$//$61(('('
' 5(029((;,67,1*6+(',1,76
(17,5(7<
' 12786('
' 5(029((;,67,1*&$53257,1,76
(17,5(7<
' 5(029(%2772075($')251(:
:$/.
'
'
'''
3URMHFWQXPEHU
'DWH
'UDZQE\
&KHFNHGE\
5,&+(<5(6,'(1&($/'5,&+%8,/'(56
*5$9(6$9(81,7%
(67(63$5.&2
6..
)$//5,9(5/$1(
(67(63$5.&2
*$5$*((1&/2685(
(;,67,1*%8,/',1*(/(9$7,213/$1
:(67
5,&+(<*$5$*($'',7,21
$
1R 'HVFULSWLRQ 'DWH
PERMIT #22-EP-00141
Field Copy
Print out legibly & in color and have
on site for inspector
REVIEWED BY
SAFEBUILT - PBLAND
(;,67,1*
5(6,'(1&(
(;,67,1*67$,5
$1''(&.
(;,67,1*&$5
3257
(;,67,1*6+('
%(<21'72%(
5(029('
3URMHFWQXPEHU
'DWH
'UDZQE\
&KHFNHGE\
5,&+(<5(6,'(1&($/'5,&+%8,/'(56
*5$9(6$9(81,7%
(67(63$5.&2
6..
)$//5,9(5/$1(
(67(63$5.&2
*$5$*((1&/2685($
6&$/(
5,&+(<*$5$*($'',7,21
(;,67,1*),567)/2253/$1
1R 'HVFULSWLRQ 'DWH
PERMIT
#22-EP-00141
Field Copy
Print out legibly & in
color and have on site
for inspector
REVIEWED BY
SAFEBUILT - PBLAND
(;,67,1*
5(6,'(1&($
'
*(1(5$/.(<127(6
'5(029(:,1'2:,1,76(17,5(7<
3$7&+$1'5(3$,5:$//$6
1(&(66$5<
' 5(029(6,',1*3$7&+$1'
5(3$,5(;7(5,25:$//$61(('('
' 5(029((;,67,1*6+(',1,76
(17,5(7<
' 5(029(75((6
' 5(029((;,67,1*&$53257,1,76
(17,5(7<
' 5(029(%2772075($')251(:
:$/.
' 5(029(75866
'
'
'
'
'
'
3URMHFWQXPEHU
'DWH
'UDZQE\
&KHFNHGE\
5,&+(<5(6,'(1&($/'5,&+%8,/'(56
*5$9(6$9(81,7%
(67(63$5.&2
6..
)$//5,9(5/$1(
(67(63$5.&2
*$5$*((1&/2685(
(;,67,1*'(02/,7,21),567)/225
3/$1
5,&+(<*$5$*($'',7,21
$
1R 'HVFULSWLRQ 'DWH
PERMIT #22-EP-00141
Field Copy
Print out legibly & in color and have
on site for inspector
REVIEWED BY
SAFEBUILT - PBLAND
352326('
*$5$*(
67
2
5
$
*
(
*$6
(/(&75,&$/
*$6
*$6
2+
(
29(5+($'(/(&75,&$/
72*5,//
6/23()/225
5(/2&$7(
*$6*5,//
/,1(
$
)/22'
9(17
)/22'
9(176
)/22'
9(176
)/22'
9(176
)/22'
9(176
3URMHFWQXPEHU
'DWH
'UDZQE\
&KHFNHGE\
5,&+(<5(6,'(1&($/'5,&+%8,/'(56
*5$9(6$9(81,7%
(67(63$5.&2
6..
)$//5,9(5/$1(
(67(63$5.&2
*$5$*((1&/2685(
5,&+(<*$5$*($'',7,21
$
(1/$5*('3/$11(:&216758&7,21
),567)/2253/$1
.(<127(6
1(:;'225
3$7&+:$//$6,1',&$7('
7<3(;'5<:$//:$//6$1'
&(,/,1*25$1*(3((/7(;785($1'
3$,17
;
29(5+($'*$5$*(
'225
1(:;:,1'2:0$7&+
(;,67,1*
29(5+($'%($0
1(:9(57,&$/6,',1*21$//
(;7(5,25:$//60$7&+(;,67,1*
&21&5(7(3$'
[
(;,67,1*87,/,7(6
5(&211(&7$1'5(/2&$7(
*$6
5(/2&$7(*$6)25*5,//
&5$:/$&&(66
0$7&++25,=217$/6,',1*21
*$%/(60$7&+(;,67,1*
*(1(5$/127(6
(;,67,1*6/$%%(/2:
+286()/225
6/$%,6$%29(*5$'(
1R 'HVFULSWLRQ 'DWH
5HYLVLRQ
PERMIT #22-EP-00141
Field Copy
Print out legibly & in color and have
on site for inspector
REVIEWED BY
SAFEBUILT - PBLAND
Garage floor slab shall be min. 3 1/2" concrete and
shall be sloped to facilitate the movement of liquids to
a drain or toward the main vehicle entry door
Per 210.8 (A)(5) Requires all receptacles installed in garages
& unfinished storage rooms shall have GFCI Protection
Outdoor receptacles shall be a min 12" from final
grade, roof surfaces or similar locations.
NOT LESS THAN ONE RECEPTACLE OUTLET, IN ADDITION TO
ANY PROVIDED SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN
EACH VEHICLE BAY NOT MORE THAN 5.5 FEE ABOVE THE
FLOOR IN DETACHED GARAGES PROVIDE WITH ELEC. POWER
AT MIN. PROVIDE A LIGHT INSIDE AND AT EXTERIOR SERVICE DOOR.
PROVIDE ELECTRICAL DISCONNECT AND UFER GROUND
83
(;,67,1*
5(6,'(1&(
352326('
*$5$*(
67
2
5
$
*
(
$
*$6
(/(&75,&$/
$
$
$
$
*5,//
(;,67,1**$6
%85,('
5(&211(&7
1(:/,1()25
*5,//
5(/2&$7($1'
5(&211(&7
*$60(7(5
*$6
6(59,&(
5(5287(
3+21(
2+(
$
$
9(5,)<
3523(57</,1(
)256/$%
6/23()/225
&21&5(7(
6/$%:;
: ::)
3URMHFWQXPEHU
'DWH
'UDZQE\
&KHFNHGE\
5,&+(<5(6,'(1&($/'5,&+%8,/'(56
*5$9(6$9(81,7%
(67(63$5.&2
6..
)$//5,9(5/$1(
(67(63$5.&2
*$5$*((1&/2685(
1(:&216758&7,21),567)/225
3/$1
5,&+(<*$5$*($'',7,21
$
.(<127(6
*$6/,1(:25.&211(&7
*$6721(:0(7(5
/2&$7,21&211(&7*$672
(;,67,1**5,//5811(:
/,1(
)281'$7,21$1'&21&5(7(3/$1
.(<127(6
67+'+2/''2:1
/2&$7,216
1R 'HVFULSWLRQ 'DWH
5HYLVLRQ
4/4/2022
STRUCTURAL
Any New Gas piping shall be tested for not less
than 15 min. @ 1 1/2 times the proposed
maximum working pressure but not less than 10
psig. - before it is put into service. See section
G2417.4.1 and local amendments
PERMIT #22-EP-00141
Field Copy
Print out legibly & in color and have
on site for inspector
REVIEWED BY
SAFEBUILT - PBLAND
Gas piping shall not penetrate building
foundation walls at any point below grade
Gas piping installed beneath buildings shall
be encased in a conduit per G2415.14
Gas line min. burial depth for
outside appliances shall be 18" min.
5$)7(56#2&$7
29(5)5$0(
[5$)7(5#
2&
75866
[#2&
:$//:26%
6+($7+,1*
*5$'(%(/2:
;5,'*(
26%522)
6+($7+,1*
0,
1
;)227,1*
7<3
67(0:$//
&217
9(57#2&
:+22.
+25,=#
2&
',$;/21*
$1&+25%2/76:
(0%('#2&
&(,/,1*581)$&('
),%(5*/$66:32/<
:$//6581)$&('
),%(5*/$66:32/<
)2$0
,168/$7,21
35((1*,1((5('
75866(6#2&
(;,67,1*)/22572)
726
7232)
)281'
3URMHFWQXPEHU
'DWH
'UDZQE\
&KHFNHGE\
5,&+(<5(6,'(1&($/'5,&+%8,/'(56
*5$9(6$9(81,7%
(67(63$5.&2
6..
)$//5,9(5/$1(
(67(63$5.&2
*$5$*((1&/2685(
1(:&216758&7,21%8,/',1*
6(&7,21
5,&+(<*$5$*($'',7,21
$
1R 'HVFULSWLRQ 'DWH
5HYLVLRQ
4/4/2022
STRUCTURAL
PERMIT #22-EP-00141
Field Copy
Print out legibly & in color and have
on site for inspector
REVIEWED BY
SAFEBUILT - PBLAND
;5,'*(
%($0
;
-6
.6
5,'*(
5,'*(
5,'*(
*(1(5$/.(<127(6
'225$1':,1'2:+($'(56
;:,7+ -6$1'
.6($&+$1'81/(66
127('27+(5:,6(
;/('*(5:
/('*(5/2&.6#
,172(;678'625723
3/$7(
;326767<3
;+($'(5
-6
.6
$
7<3
35((1*,1((5('
75866(6#2&
3URMHFWQXPEHU
'DWH
'UDZQE\
&KHFNHGE\
5,&+(<5(6,'(1&($/'5,&+%8,/'(56
*5$9(6$9(81,7%
(67(63$5.&2
6..
)$//5,9(5/$1(
(67(63$5.&2
*$5$*((1&/2685(
522)3/$1
5,&+(<*$5$*($'',7,21
$
1R 'HVFULSWLRQ 'DWH
4/4/2022
STRUCTURAL
PERMIT #22-EP-00141
Field Copy
Print out legibly & in color and have
on site for inspector
REVIEWED BY
SAFEBUILT - PBLAND
STAMPED ENGINEERED TRUSS DRAWINGS
SHALL BE ON-SITE FOR INSPECTOR TO REVIEW
(;,67,1*
)281'$7,21
1(:&21&5(7(
$3521
)520
(;,67,1*6/$%
72%277202)
)281'$7,21
(;,67,1**5$'(
)/225-2,176
'5,//(32;<%$56720$7&++25,=217$/
67(0:$//%$56$0,1,0802)'(37+,172
(;,67,1*)281'$7,21:$//6/$3:1(:
67($0:$//%$56
)/22'5(6,67$170$7(5,$/6
5(48,5('72
$%29(%)(
,&($1':$7(56+,(/'&29(5
:,7+0$5,1(3/<:22'
%)(
1(:&21&5(7(6/$%
9(17
0$5,1(
3/<:22'
3URMHFWQXPEHU
'DWH
'UDZQE\
&KHFNHGE\
5,&+(<5(6,'(1&($/'5,&+%8,/'(56
*5$9(6$9(81,7%
(67(63$5.&2
6..
)$//5,9(5/$1(
(67(63$5.&2
*$5$*((1&/2685(
5,&+(<*$5$*($'',7,21
$
1(:&216758&7,21)281'$7,21
'(7$,/
1R 'HVFULSWLRQ 'DWH
5HYLVLRQ
4/4/2022
STRUCTURAL
PERMIT #22-EP-00141
Field Copy
Print out legibly & in color and have
on site for inspector
REVIEWED BY
SAFEBUILT - PBLAND
0$7&+(;,67,1*
9(57,&$/6,',1*
5,*,',168/$7,21
&21&5(7(6/$%:
;: ::)
&21&5(7()281'$7,21
:$//$1')227(5
;)227,1*%(/2:
)5267'(37+
(;3$16,21-2,17
9(57#2&
:+22.
+25,=#
2&
',$;/21*
$1&+25%2/76:
(0%('#2&
*5$'(%(/2:
&217
)/22'9(17;
6)
6+2*5$'(
7232)&21&5(7()281'$7,21:$//72
$%29(
%)( %$6()/22'(9(17 2):+,&+(48$/6
$//%8,/',1*0$7(5,$/6%(/2:%)(0867
%()/22'5(6,67$17
7232))281'$7,21
3URMHFWQXPEHU
'DWH
'UDZQE\
&KHFNHGE\
5,&+(<5(6,'(1&($/'5,&+%8,/'(56
*5$9(6$9(81,7%
(67(63$5.&2
6..
)$//5,9(5/$1(
(67(63$5.&2
*$5$*((1&/2685(
1(:&216758&7,21)281'$7,21
'(7$,/
5,&+(<*$5$*($'',7,21
$
1R 'HVFULSWLRQ 'DWH
5HYLVLRQ
4/4/2022
STRUCTURAL
PERMIT #22-EP-00141
Field Copy
Print out legibly & in color and have
on site for inspector
REVIEWED BY
SAFEBUILT - PBLAND
3/17/2022
It is the designer’s (architect or engineer) responsibility to determine the load-bearing value of soil on a site specific basis. If a designer
chooses not to obtain site specific soil tests, the maximum presumptive load-bearing value of undisturbed soil shall be 2,500 psf.
PERMIT #22-EP-00141
Field Copy
Print out legibly & in color and have
on site for inspector
REVIEWED BY
SAFEBUILT - PBLAND
Page 1
To: Jennifer Waters EIT, CFM, Estes Park Engineering Department
From: Jason Walker PE, Van Horn Engineering and Surveying Inc.
Date: February 16, 2022
Re: Floodplain No Rise Certification Supporting Documentation for 262 Fall
River Lane
I. PROJECT INTRODUCTION
Project Description
Floodplain Information:
Flooding Source- Fall River
Description- Mountain River
Preliminary FIS Panel Number- 08069C1093G
Revised Preliminary Date- 12/20/2021 {Colorado Hazard Mapping Program (CHAMP) data revision to
Effective FIS Panel 08069C1093F dated 12/19/2006}
The purpose of this memo is to provide supporting documentation for a Floodplain Variance Application
to allow a garage enclosure to replace an existing carport in a regulatory floodway. The new enclosure is
proposed to be constructed to meet appropriate zoning setbacks and entirely in the conveyance shadow of
the existing upstream residence. Based on the National Flood Insurance Program Floodplain
Management Requirements guidance (FEMA 480) “small structures located completely within the
[conveyance] shadow can be permitted without the engineering analysis needed for a no-rise
certification;” therefore, no proposed conditions model has been made for this project.
The subject property is located in a rural mountain community. The property itself is approximately 0.58
acres according to the Larimer County Assessor and is zoned (E) Estate. The subject property is the only
property affected by the proposed changes and all changes to the floodplain and floodway are contained
within the property limits as shown in the attached site plan. The location of the project site can be seen
on the vicinity map in Figure 1.
In general, the stream can be best categorized as a “mountain stream, no vegetation in channel, banks
usually steep, trees and brush along banks submerged at high stages.” The average channel geometry
LAND SURVEYS
SUBDIVISIONS
DEVELOPMENT PLANNING
IMPROVEMENT PLATS
STRUCTURAL ENGINEERING
SANITARY ENGINEERING
MUNICIPAL ENGINEERING
VAN HORN ENGINEERING AND SURVEYING
Page 2
along the affected reach has bank depths of approximately 3-4 feet and widths of approximately 30-55
feet.
Figure 1: Project Vicinity Map
Survey and Topographic Data
Vertical Datum: NAVD88
Horizontal Datum: NAD83
Site Specific Survey Data: Provided by Van Horn Engineering & Surveying, Inc.
Previous Studies
Impacted FIRM: 08069C1093F (Effective) and 08069C1093G (Preliminary)
Previous Studies: There is no effective model for Fall River based upon the updated hydrology for the
area; however, updated hydraulic studies for Fall River (which will ultimately be adopted by FEMA upon
their completion) are in the process of being finalized. Per the December 21, 2016 “Post 2013 Flood
“No-Rise” Guidance” issued by FEMA, the approach used for this project utilizes the best available
No-Rise Certification Documents
Site Plan
PERMIT #22-EP-00141
Field Copy
Print out legibly & in color and have
on site for inspector
REVIEWED BY
SAFEBUILT - PBLAND
SOFFITS (EAVES) WITHIN 5 FT
SETBACK SHALL BE PROTECTED
WITH FIRE RESISTANT MATERIALS
- NO OPENINGS ALLOWED
- NO PROJECTIONS WITHIN 2' OF
PROPERTY LINE
SITE PLAN REVIEWED FOR
BUILDING COMPLIANCE -
BY SAFEBUILT - PBLAND