HomeMy WebLinkAbout4318 Xenon Street/-wfT-atR'dKc
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FOL SUATION RRTb0.'E AND CLEVATRI] l'E.RI'ITII'ATION
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IMPROVEMENT LOCATION CERTIFICATE
4318%ENONSTREET
t TEUNAFORTON OF THE 80UFHFAbT 1M OF THE NORT1EW IMOFSECNON W. T. 3 A0. NW. OF TNEOTH P.M.
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Metro Design Group, LLC
P.O. Boz 1255
Littleton, CO 801661255
726539-9464
ATA zoriDfinn.MetroDGCDgmail.com
r:.rr::.
September 2, 2021
KC Marshall
Bravado LLC
Denver, Colorado
RE: Fabling Observation
4318 Xenon Street
Denver CO 80033
Project No. 18050
Dear KC:
In accordance with your request, a representative of this office performed a site observation at
the above referenced address on August 16, 2021. The purpose of our visit was to observe and
evaluate the footings prior to placement of the concrete.
This review noted that the footing has been constructed within substantial conformance to the
approved plans and specifications and the applicable workmanship provisions of the
International Residential Cade.
Please let me know if you have any questions or if I can be of further assistance.
Sincerely.
Metro Design Group, LLC
l
Dennis C Flnn, P..
e-3
Principal
Dear KC
In accordance with your request, a representative of this office performed a site observation at
the above referenced address on August 19, 2021. The purpose of our visit was to observe and
evaluate the foundation wall reinforcing steel and form work prior to placement of the
concrete and the placement of an ufer ground/wncrete-encased electrode.
We observed the placement of an electrode encased by at least 2" of concrete and located
within and near the bottom of the concrete foundation or footing that is in direct contact with
the earth consisting of at least twenty feet (20ft) of electrically conductive steel reinforcing bar
that was not less than Y." in diameter. The reinforcing bars were bonded together by steel tie
wires and stubbed out for conductor bonding.
This review noted that the foundation wall form work was erected and the foundation wall
reinforcing steel had been placed within substantial conformance to the approved plans and
specifications and the applicable workmanship provisions of the International Residential Code.
Additionally, this review observed that an ufer ground/wncrete-encased electrode was
correctly placed within substantial conformance to NEC Article 250.52 (A)(3) (1) (2) and tied to
the foundation reinforcing steel.
Please let me know N you have any questions or if I can be of further assistance
Sincerely,
Metro Design Group, LLC
uenninn, P.E.
Principal
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3tat9
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Metro Design Group, LLC
P.O. Box 1255
ATAI---.
Littleton, CO 80160-1255
720-539-9464
Dflnn.MetroDG@gmail.wm
September 2, 2021
KC Marshall
Bravado LLC
Denver, Colorado
RE: Foundation Wall Reinforcing Observation
4318 Xenon Street
Denver CO 80033
Project No. 18050
Dear KC
In accordance with your request, a representative of this office performed a site observation at
the above referenced address on August 19, 2021. The purpose of our visit was to observe and
evaluate the foundation wall reinforcing steel and form work prior to placement of the
concrete and the placement of an ufer ground/wncrete-encased electrode.
We observed the placement of an electrode encased by at least 2" of concrete and located
within and near the bottom of the concrete foundation or footing that is in direct contact with
the earth consisting of at least twenty feet (20ft) of electrically conductive steel reinforcing bar
that was not less than Y." in diameter. The reinforcing bars were bonded together by steel tie
wires and stubbed out for conductor bonding.
This review noted that the foundation wall form work was erected and the foundation wall
reinforcing steel had been placed within substantial conformance to the approved plans and
specifications and the applicable workmanship provisions of the International Residential Code.
Additionally, this review observed that an ufer ground/wncrete-encased electrode was
correctly placed within substantial conformance to NEC Article 250.52 (A)(3) (1) (2) and tied to
the foundation reinforcing steel.
Please let me know N you have any questions or if I can be of further assistance
Sincerely,
Metro Design Group, LLC
uenninn, P.E.
Principal
F9
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Delivered for zoning compliance, by the 164,
City of Wheat Ridge Planning Division
APPROVED
By,
DATE, July 31,2020
COMMENTS. Approved with conditions
per redlines
The first 25 of a dnveway from the e:astiog
edge of pavement into the site shall be
surfaced word conte asphalt backFavor
orsirmarmaderm Contact Deptof Public
Works for ROW Permit 303-235-2861.
As part of the foundmon inspectlons and PRIOR TO
proceeding wim any further conrtrarnon/inspectlons, a
completed, signed and sealed Foundaton Setback and
Elevation Certification shall be submitted to the City for
review The cemfication form shall be fully completed by
aProfessional Land Surveyor licensed in the state of
Colorado, stating that the foundaton was constructed in
compliance with all applicable minimum setback and
elevation requirements ofthe City. USE CITY 'S
STANDARD FORM.
All parlang and drive areas shall be
in conformance with Section 26-501
ofthe Zoning and Development
Code
Owner/Contractor is responsible for locating property lines
and constmctng improvements according to the approved
plan andrequired development standards. The City is not
responsible forinaccurate information submitted within the
plan set and any constacton errors resulting from
inaccurate informaton.
Prior to issuance of a CO, 1 t,ee(s)shall be
planted within the front setback
In addition, no less than twenty-five percent (25%) ofthe
gross lot area and no less than one hundred percent (100%)
of the frontyard shall be landscaped
Landscaping removed or damaged during
onsttucton must Id e replaced per or to final
spemon
All landscaping shall be in conformance with Section
26-502 ofthe Zoning and Development Code
All landscaping shall be installed in accordance with the
approved landscape plan prior to issuance of a CO. If
landscaping cannot be installed pnor to C O., a landscape
escrow agreement with financial guarantee in the amount
of 125% of the cost of the installaton shall be required.
Parkland Pees in the summit of $249729 shall be paid pnorm
permitissnarne
XENON HOUSE
Owner/Developer:
Denise Hosier
4318 Xenon st, Denver C080033
720-301-7988
denise.hosier@gmaii.com
Architect:
fuse studio architects
jahn@fusestudio.org
303.589.5341
ON SITE PLANS
MUST BE ON SITE FOR INSPECTION
ALL Projects are
Subject to Field Inspections
z le Gly M
W hatRREld
APPROVED
Randy Slusser 10/19/2020
Pans Eramner Oahe
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6.29.20
4318 XENON ST, DENVER CO 80033
SYMBOLS/ABBREVIATIONS
ACT ACOUSTIC CEILING TILE
A.F.F. ABOVE FINISHED FLOOR
ARCH ARCHITECT(URAL)
BLDG. BUILDING
B.O.W. BOTTOM OF WALL
C.I.P. CAST -IN-PLACE
CMU CONCRETE MASONRY UNIT
CONC CONCRETE
CONT. CONTINUOUS
CONSTR. CONSTRUCTION
CL CENTER LINE
CLR CLEAR
COL COLUMN
CPT CARPET
CT CERAMIC TILE
DBL. DOUBLE
DEMO DEMOLITION
DIA. DIAMETER
DIM. DIMENSION
DW DISHWASHER
DN DOWN
DR DOOR
DWG. DRAWING
EXT. EXISTING
EA. EACH
ELEC. ELECTRICAL
EL. ELEVATION
ELEV. ELEVATOR
EPF EPDXY FLOORING
EQUIP. EQUIPMENT
EQ EQUAL
EXIST EXISTING
FIXT FIXTURE
FLR FLOOR
F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.S. FACE OF STUD
F.T. FEET
G.C. GENERAL CONTRACTOR
GWB GYPSUM WALL BOARD
GT GROUT
H.C. HANDICAPPED/ACCESSIBLE
H.H. HEADER HEIGHT
HORIZ. HORIZONTAL
HT. HEIGHT
HVAC HEATING, VENTILATING, AND AIR COND.
I.L.O. IN LIEU OF
INSUL. INSULATION/INSULATING
INT INTERIOR
GNORTH ARROW
SPOT ELEVATION
0
REVISION CLOUD
XXXx-x ROOM TAG
XX.XX ELEVATION TAG
XX XX SECTION TAG
XX XX ENLARGED PLAN TAG
J -BOX
JUNCTION BOX
LAV.
LAVATORY
LVT
LAMINATE VINYL FLOORING TILE
MAX.
MAXIMUM
MECH.
MECHANICAL
MFR.
MANUFACTURER
MIN.
MINIMUM
N.T.S.
NOT TO SCALE
NOM.
NOMINAL
NO.
NUMBER
O.C.
ON CENTER
P.L.
PROPERTY LINE
PLAM
PLASTIC LAMINATE
PLUMB
PLUMBING
PT
PAINT
RCP
REFLECTED CEILING PLAN
RE:
REFER TO
REF
REFRIGERATOR
REQ'D.
REQUIRED
RM
ROOM
R.O.
ROUGH OPENING
R.O.W.
RIGHT OF WAY
RTU.
ROOFTOP UNIT
S.H.
SILL HEIGHT
S.F.
SQUARE FEET
SIM.
SIMILAR
SPEC.
SPECIFICATIONS
STC.
SOUND TRANSMISSION COEFICIENT
STD.
STANDARD
STRUCT.
STUCTURAL
SYM.
SYMETRICAL
T.O.B.
TOP OF BEAM
T.O.C.
TOP OF CONCRETE
T.O.W.
TOP OF WALL
TYP.
TYPICAL
U.N.O.
UNLESS NOTED OTHERWISE
VERT.
VERTICAL
V.I.F.
VERIFY IN FIELD
W/D
WASHER AND DRYER
W/
WITH
W/O
WITHOUT
W.C.
WATER CLOSET
WIN.
WINDOW
WD
WOOD
WT.
WEIGHT
@
AT
+
AND/PLUS
#
NUMBER
xxlxx DOOR TAG
CT. I � TYPE
X�/
WINDOW TAG
< X _
WALL TAG
4
ROOF/FLOOR TAG
OKEYNOTE
TAG
Z
CEILING HEIGHT TAG
xxx-x FLOOR/CEILING
MATERIAL TAG
ENERGY REQUIREMENTS
-MINIMUM U VALUE FOR ALL SKYLIGHTS IS 0.55
-MINIMUM U VALUE FOR ALL GLAZING IS 0.35
-PROVIDE A MINIMUM OF R-49 INSULATION IN ALL ROOF SPACES
-PROVIDE A MINIMUM OF R-20 INSULATION IN ALL EXTERIOR WALLS
-PROVIDE A MINIMUM OF R-30 INSULATION IN ALL FLOORS OVER UNHEATED SPACES AND CANTILEVERS
-PROVIDE A MINIMUM OF R-10 SLAB INSULATION FOR A MINIMUM DEPTH OF 2'-0"
-PROVIDE A MINIMUM OF R-13 CONTINUOUS OR R-19 CAVITY INSULATION FOR ALL MASS WALLS
-PROVIDE A MINIMUM OF R-15 CONTINUOUS OR R-19 CAVITY INSULATION FOR ALL BASEMENT WALLS AND
CRAWLSPACES
'IN ADDITION TO THE ABOVE INSULATION AND GLAZING STANDARDS, THE CONSTRUCTION OF THE HOUSE MUST
CONFORM TO ALL OTHER PROVISIONS COMPLYING WITH 2018 IECC
VICINITY MAP
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PROJECT SITE
CODE/ZONING
PROJECT ADDRESS:
4318 XENON ST, DENVER, CO 80033
PROJECT DESCRIPTION:
NEW 2 -STORY SINGLE FAMILY HOME WITH ATTACHED GARAGE
APPLICABLE CODES:
2018 IRC
SCOPE OF WORK: NEW SINGLE FAMILY DWELLING
OCCUPANCY CLASSIFICATION: IRC ONE FAMILY DWELLING
BUILDING FORM: ONE -FAMILY DWELLING
SITE:
SITE ZONING: A-2
SITE AREA: 6,250 S.F.
MIN LOT WIDTH: 140'
MIN LOT AREA: 1 ACRE
HEIGHT:
FEET: 35'
SITING:
FRONT SETBACK: 30'
SIDE SETBACK: 15'
REAR SETBACK: 15'
BUILDING COVERAGE MAX: 25%
GARAGE SITING:
HEIGHT: 35'
MAX BUILDING COVERAGE: 25%
FRONT SETBACK: 30'
SIDE SETBACK 15'
REAR SETBACK 5'
APPLICABLE CODES:
2018 INTERNATIONAL BUILDING CODE
2018 INTERNATIONAL FIRE CODE
2018 INTERNATIONAL MECHANICAL CODE
2018 INTERNATIONAL PLUMBING CODE
2018 INTERNATIONAL FUEL AND GAS CODE
2018 INTERNATIONAL ENERGY CONSERVATION CODE
2018 NATIONAL ELECTRIC CODE
GENERAL NOTES
AREA SUMMARY
BUILDING FORM ON ZONE LOT: SINGLE FAMILY DWELLING
HABITABLE STORY ZONING LAND USE GFA
HOUSE:
ATTACHED GARAGE ONE UNIT DWELLING 1,318 S.F.
LEVEL 1 ONE UNIT DWELLING 1,691 S.F.
LEVEL 2 ONE UNIT DWELLING 1,630 S.F.
TOTAL HOUSE 4,639 S.F.
1. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL MATERIALS, EQUIPMENT, LABOR, SERVICES AS NECESSARY TO COMPLETE PROJECT(WORK).
2. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE WORK SHALL BE FAMILIAR WITH THE LATEST RULES AND REGULATIONS OF THE "OCCUPATIONAL, SAFETY, AND
HEALTH ACT" AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS WORK.
3. ALL WORK SHALL BE PERFORMED ACCORDING TO THE LATEST APPLICABLE BUILDING CODE, SEE BUILDING CODE DATA ON TITLE SHEET.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND THE PREVENTION OF CONFLICTS BETWEEN ALL TRADES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITY LINES. LOCATIONS, IF SHOWN, ARE APPROXIMATE AND REQUIRE FIELD
VERIFICATION. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING DAMAGE TO THE UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO ADDITIONAL COST TO OWNER.
6. VERIFY ALL UTILITY LINES AND HOOK UP LOCATIONS PRIOR TO START OF CONSTRUCTION.
7. ANY AMBIGUITY OR DISCREPANCIES DISCOVERED BY USE OF THESE PLANS SHALL IMMEDIATELY BE REPORTED TO ARCHITECT. FAILURE TO COOPERATE BY NOTICE TO
ARCHITECT PRIOR TO ANY CONSTRUCTION RELIEVES ARCHITECT OF ALL LIABILITY AND RESPONSIBILITY FROM THE CONSEQUENCES.
8. CHANGES OR DEVIATIONS FROM THE PLANS MADE WITHOUT THE CONSENT OF THE ARCHITECT ARE UNAUTHORIZED AND SHALL RELIEVE THE ARCHITECT OF RESPONSIBILITY
FOR ALL CONSEQUENCES ARRIVING OUT OF SUCH CHANGES.
9. ALL CONSTRUCTION AND CONSTRUCTION METHODS ARE TO BE IN ACCORDANCE WITH ALL APPLICABLE CODES AND GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE
PROJECT. UNDER NO CONDITION DOES THE ARCHITECT HAVE RESPONSIBILITY FOR THE MEANS OR METHODS USED BY THE CONTRACTOR IN THE PERFORMANCE OF THE WORK OR
FOR CONDITIONS OF SAFETY AT THE JOB SITE.
10. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF EXISTING FINISH OR FACE OF CONCRETE UNLESS NOTED.
11. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS
12. OWNER/ARCHITECT TO HAVE WALK-THROUGH WITH ELECTRICAL SUB -CONTRACTOR IN ORDER TO INSPECT LOCATION OF ELECTRICAL FIXTURES, OUTLETS, ETC. PRIOR TO
INSTALLATION.
13. PROVIDE ACCESS DOORS TO ALL ATTIC SPACES GREATER THAN 24" IN HEIGHT. COORDINATE LOCATION WITH OWNER AND ARCHITECT AND SIZE ACCORDING TO APPLICABLE
CODES.
14. WATER FROM DOWNSPOUTS TO BE DIRECTED BEYOND LIMIT OF BACKFILL, PROVIDE SPLASHBLOCKS AT EACH DOWNSPOUT.
15. CONTRACTORS TO VERIFY ALL EQUIPMENT ROUGH -IN DIMENSIONS AND CLEARANCES WITH THE MANUFACTURERS PRIOR TO CONSTRUCTION.
16. ALL EXTERIOR DOORS AND DOORS LEADING TO UNHEATED SPACES ABOVE GRADE TO BE WEATHER STRIPPED.
17. PROVIDE TEMPERED GLASS AT HAZARDOUS LOCATIONS AS DEFINED BY INTERNATIONAL RESIDENTIAL CODE 2015 AND ALL OTHER APPLICABLE CODES.
18. ALL STAIRS TO COMPLY WITH I.R.C. STANDARDS AND REQUIREMENTS.
19. PROVIDE ATTIC VENTILATION AS REQUIRED BY APPLICABLE CODES. COORDINATE LOCATION OF VENTS WITH ARCHITECT PRIOR TO CONSTRUCTION.
20. INSTALL CONTINUOUS PERFORATED DRAINAGE PIPE AT BOTTOM OF FOOTINGS ALONG FOUNDATION WALLS - DRAIN TO DAYLIGHT OR SUMP PUMP, PER GEOTECHNICAL REC.
21. CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING IN WALLS TO ATTACH ALL EQUIPMENT, PLUMBING, FIXTURES, MILLWORK, CASEWORK, ETC.
22. STRUCTURAL LUMBER TO BE EXPOSED TO WEATHER TO BE PRESSURE TREATED OR OF NATURAL RESISTANCE TO DECAY.
23. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING FOR A MINIMUM OF THREE FEET.
24. DIMENSIONS OF AND FROM EXISTING CONDITIONS HAVE BEEN TAKEN FROM EXISTING DRAWINGS AND/OR FIELD MEASUREMENTS. ALL EXISTING DIMENSIONS ARE TO FINISH
FACE UNLESS NOTED OTHERWISE ON DRAWINGS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PERTAINING TO EXISTING CONDITIONS, INCLUDING ALL WORK ALREADY IN
PLACE, PRIOR TO ORDERING OR FABRICATING MATERIALS, AND PRIOR TO START OF CONSTRUCTION.
25. PROVIDE WATER RESISTANT SHEET ROCK AT ALL APPLICATIONS WHICH MAY BE SUBJECT TO THE ADVERSE EFFECTS OF MOISTURE.
26. THE DESIGN FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS FOR THE COLORADO ENERGY CODE.
27. THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO ESTIMATING THE COST OF THE SCOPE OF WORK AND PRIOR TO ORDERING OR FABRICATING MATERIALS OR
BEGINNING ANY CONSTRUCTION RELATED ACTIVITIES FOR THE PURPOSE OF BECOMING COMPLETELY FAMILIAR WITH THE SITE AND ALL EXISTING CONDITIONS WHICH MIGHT
IMPACT THE COST OF OR PERFORMANCE OF THE SCOPE OF WORK.
28. SMOKE DETECTORS SHALL BE PROVIDED PER IFC 2015 907.2.9.
29. PROVIDE VENTILATION TO BATHROOMS PER M1506.1
30. RADON PROTECTION TO BE PROVIDED BY GENERAL CONTRACTOR RE NOTE ON A1.03
31. ELEC. AND PLUMB. SCOPE IS DESIGN BUILD. DESIGN/BUILDERS SHALL SUBMIT LAYOUT DRAWINGS FOR ARCH. APPROVAL PRIOR TO ORDERING EQUIPMENT OR INSULATION.
32. MECH. SCOPE TO BE BUILT PER MANUAL J, S, AND D CALCS. DESIGN/BUILDERS SHALL SUBMIT LAYOUT DRAWINGS FOR ARCH. APPROVAL PRIOR TO ORDERING EQUIPMENT OR
33. REFER TO A1.03 FOR TABLE R301.2 FOR ALL STRUCTURAL AND ARCH
SHEET INDEX
COVER SHEET
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GENERAL
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COVER SHEET
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ARCHITECTURAL
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A3.01
FLOOR PLAN - LEVEL 02
A3.02
FLOOR PLAN - ROOF
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N/S EXTERIOR ELEVATIONS
A4.01
ENV EXTERIOR ELEVATIONS
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BUILDING SECTIONS
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fuse studio architects
jahn@fusestudio.org
303.589.5341
COPYRIGHT 2019 Fuse Studio, LLC
The ideas, drawings and specifications contained
herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
1/22/19
Date Description
8.21.20 REVISION - 01
TITLE SHEET
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fuse studio architects
jahn@fusestudio.org
303.589.5341
COPYRIGHT 2019 Fuse Studio, LLC
The ideas, drawings and specifications contained
herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
1/22/19
Date Description
8.21.20 REVISION - 01
TITLE SHEET
G.01 I ool
II,II�IPR IIEl�1l,IENT SURVEY P4
AND TOPOGRAPHIC SURVEY
in the SE 114 of the NW 1/4 of Scction 20,
Township 3 South, Range 69 Wesl of the 61h Principal Meridion.
County of Jefferson, State of Colorado
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_EC.AL DESCRIPTION:
All that portion of the 5F 114, NW 114 rt Secion 24, Torwnsh ip 3 $oath, Rrnge 69
Wost deseribod os follows:
3cagiwiing cil a poinl ori Iho Noi Ih a"d Soult• C.crdailir-u cf Scclion Y.S. T:15. R65?'q11 of
the 6th P.M.: whence a poirt established by County Surveyor as intersection of
sa d N r• i and $oath Centerline and n Cente+line of IN -i=t 44•h Avenue bears
N 0120' 'W 65?.4; thence S 84125' W 219.43' to the Tn.e Point of [iegirnirg: thence
N 0'32' W 72,6; therce S S925' W 296,04; thence S "2 E 72,6; thence
N 89"25'E 296.M to Iho Poinl of 3oginning, Cou my of jc..fforson. Sic, o of Colorado.
SURVEYOR'S CERTIFICATION:
I, Lawrence G. Chambers, a registered Professiona Land Surveycr in the State of
Co orado hereby certity to Denise H^sier and Stewart Lau per —at this Improvement
Survcy Plc - and Topographic Survcy was propored on June S. ti 4. 1 further certify
that t -ie improvements crl the above described Dorcel on June 2, 2014, except util-ty
conroc_Iioris, c'e enl" ely wilhin ne b(Airdory of Iho par[_el. exc_orsl :as indiculed, sand
that -here is no apparent evidence or sign of ary easement crossi,)g or burdening
ar•y rarart at said parce., ex'..:ept as rated.
I do further certify that this Improvement Svvey Her is in compliance with CRS Title 38.
AiIc a 51 and all o I her a pplicable slaIuIes-
Lawrence G. Chamcers. PLS
VICINI-Y ,4+.AP C.- arndo Registration Na. 16W9
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1 'j Bearing o' distcr•ce Forn deed descrip-ian - n Mill
provineo by client---- ---- — UBJECi yILIg�s1fi it " ' 1 .may ri a:s�l
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NOTES:
I j BASIS OF BEARINGS: Bearings are based upon the ncrfhline of the sl-bject
f:-orcel, which ig assumed to bear S 89"57'45" W between u found reba, r,vth c
yellow plastic cap marked "!i 34 83" a')d a set i; 5 robar with o I /2' alloy cap
marked "CHAMBERS PLS #16099", as shown hereon,
2j This survey does rot constitute o title search by Chambers Consulting. Inc. to
r;eterrnire rawnyr.;hip-.jr 9r7:;E?m9nt rat re::rarci Na title r: nmmitrnF-nt+AKv; provided
oy the clients to Chclr,bcrs Consu ting Irc.
3I Ac:_c.rning to Cc.:.rade law you mull comwnncr, cAny Icgal ac_lion boscd
upon any defer- !-I --lis survey within three years after you first oisco+rer such
dntr-0. In ncr ( VIVA •.'Ka}' a'1y ar:tier' Nised upon Orly {tArF::r Ir' IhIS NUrvey be
commenced more tha" fen 'years from -he date of the certificotior cbove.
AI FLOOD INFORh',AIION: This site Is rot wltl'ir• <, dosigro-od FLN,A floods, ,Ain as
determirec by the Ficoc Insira-ice Rate map I,FIRA.'ij #08059CC194=dc-ed Feb„
5, 2[114 The Firm _H y is wiIhir' Tena X = :a'Pca deIHrry nHd to lac 0UISid0
onn.aal chcnce flood- ain.
sj Any porsor who knowirgly mmovos, alters or dofocos cny public lana survey
-nor ument or land boundary mom rrent or accesso•y commits a C css Tufo (2)
1' kdwTleahor pUNtiU(I l to (1 C:rnlOrodc) Sloll? S101ulo CRS 18-4-5:1P,.
4318 XENON STREET ISP & TOPO
;,p
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----------- ------ -------------------
--------------------------------------
SCALE;
DATE' 06-08-2014
DRAWN BY:
1 INCH = 14 FEET
REVISION:
LGC & JARC
lik-AUPERT7V
COUNTY:
DRAWING NO.:
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_EC.AL DESCRIPTION:
All that portion of the 5F 114, NW 114 rt Secion 24, Torwnsh ip 3 $oath, Rrnge 69
Wost deseribod os follows:
3cagiwiing cil a poinl ori Iho Noi Ih a"d Soult• C.crdailir-u cf Scclion Y.S. T:15. R65?'q11 of
the 6th P.M.: whence a poirt established by County Surveyor as intersection of
sa d N r• i and $oath Centerline and n Cente+line of IN -i=t 44•h Avenue bears
N 0120' 'W 65?.4; thence S 84125' W 219.43' to the Tn.e Point of [iegirnirg: thence
N 0'32' W 72,6; therce S S925' W 296,04; thence S "2 E 72,6; thence
N 89"25'E 296.M to Iho Poinl of 3oginning, Cou my of jc..fforson. Sic, o of Colorado.
SURVEYOR'S CERTIFICATION:
I, Lawrence G. Chambers, a registered Professiona Land Surveycr in the State of
Co orado hereby certity to Denise H^sier and Stewart Lau per —at this Improvement
Survcy Plc - and Topographic Survcy was propored on June S. ti 4. 1 further certify
that t -ie improvements crl the above described Dorcel on June 2, 2014, except util-ty
conroc_Iioris, c'e enl" ely wilhin ne b(Airdory of Iho par[_el. exc_orsl :as indiculed, sand
that -here is no apparent evidence or sign of ary easement crossi,)g or burdening
ar•y rarart at said parce., ex'..:ept as rated.
I do further certify that this Improvement Svvey Her is in compliance with CRS Title 38.
AiIc a 51 and all o I her a pplicable slaIuIes-
Lawrence G. Chamcers. PLS
VICINI-Y ,4+.AP C.- arndo Registration Na. 16W9
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provineo by client---- ---- — UBJECi yILIg�s1fi it " ' 1 .may ri a:s�l
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Sec. 2U
NOTES:
I j BASIS OF BEARINGS: Bearings are based upon the ncrfhline of the sl-bject
f:-orcel, which ig assumed to bear S 89"57'45" W between u found reba, r,vth c
yellow plastic cap marked "!i 34 83" a')d a set i; 5 robar with o I /2' alloy cap
marked "CHAMBERS PLS #16099", as shown hereon,
2j This survey does rot constitute o title search by Chambers Consulting. Inc. to
r;eterrnire rawnyr.;hip-.jr 9r7:;E?m9nt rat re::rarci Na title r: nmmitrnF-nt+AKv; provided
oy the clients to Chclr,bcrs Consu ting Irc.
3I Ac:_c.rning to Cc.:.rade law you mull comwnncr, cAny Icgal ac_lion boscd
upon any defer- !-I --lis survey within three years after you first oisco+rer such
dntr-0. In ncr ( VIVA •.'Ka}' a'1y ar:tier' Nised upon Orly {tArF::r Ir' IhIS NUrvey be
commenced more tha" fen 'years from -he date of the certificotior cbove.
AI FLOOD INFORh',AIION: This site Is rot wltl'ir• <, dosigro-od FLN,A floods, ,Ain as
determirec by the Ficoc Insira-ice Rate map I,FIRA.'ij #08059CC194=dc-ed Feb„
5, 2[114 The Firm _H y is wiIhir' Tena X = :a'Pca deIHrry nHd to lac 0UISid0
onn.aal chcnce flood- ain.
sj Any porsor who knowirgly mmovos, alters or dofocos cny public lana survey
-nor ument or land boundary mom rrent or accesso•y commits a C css Tufo (2)
1' kdwTleahor pUNtiU(I l to (1 C:rnlOrodc) Sloll? S101ulo CRS 18-4-5:1P,.
4318 XENON STREET ISP & TOPO
CHAMBERS CONSULTING INC.
STREET ADDRESS: 805 BEAR CREEK AVENUE
MAIL: P.O. BOX 339, MORRISON, CO 80465-0339
303-697-0650 chaconinc@chamberscon,com
SCALE;
DATE' 06-08-2014
DRAWN BY:
1 INCH = 14 FEET
REVISION:
LGC & JARC
lik-AUPERT7V
COUNTY:
DRAWING NO.:
XE40N ST.TRV
,JEFFERSON
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The ideas, drawings and specifications contained
herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
Date
1/22/19
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herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
Date
1/22/19
SITE SURVEY
SU1 000 I 001
ENERGY COMPLIANCE NOTES
�Ro,A oT s�� �THTHERES�DENT�ALPRo��s�oNs of �Eoo�n,a,�n,a
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IECC COMPLIANCE
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GENERAL NOTES
1. ALL OVERALL DIMS. ARE TO FACE OF ADJACENT FINISH U.N.O.
2. VERIFY ACTUAL FRAME SIZES IN THE FIELD AND BASED ON THE DETAILS AND
CLEARANCES REQUIRED.
3. SCREEN ALL OPERABLE WINDOWS AND SLIDING DOORS U.N.O.
4. ALL INTERIOR DOORS ARE SOLID CORE WOOD DOORS, FLAT PANEL, PAINT
GRADE, U.N.O.
5. ALL SLIDING DOORS AND WINDOWS SHALL HAVE MATCHING EXTERIOR
FINISHES.
6. ALL WINDOWS AND EXTERIOR DOORS SHALL HAVE THERMALY BROKEN
FRAMES.
7. INSTALL ALL DOORS AND WINDOWS PER MANUF. RECOMMENDATIONS.
8. ALL DOORS AND WINDOWS SHALL MEET THE REQUIREMENTS OF THE 2018 IECC
AND 2016 DENVER BUILDING AMENDMENTS.
9. ARCHITECT SPECIFIES MILGARD THERMALLY IMPROVED WINDOWS OS SIMILAR.
10. ALL EXISTING WINDOW OPENINGS ARE APPROXIMATE. GC AND WINDOW
MANUFACTURER TO FIELD VERIFY.
11. ALL MULLION LOCATIONS AND SIZES TO BE CONFIRMED IN SHOP DRAWINGS.
12. ALL GLAZING TO FOLLOW TEMPERED REQMENTS LAID FORTH IN R308
13. GC TO VERIFY HANDING AND SWING OF ALL DOORS AND WINDOWS.
ABBREVIATIONS:
TEMPERED GLASS - TG FILM/OBSCURED - F
EGRESS WINDOW NOTES
WINDOWS IDENTIFIED FOR EMERGENCY EGRESS MUST MEET THE FOLLOWING
MINIMUM REQUIREMENTS AS ESTABLISHED BY IRC R310.
MINIMUM NET CLEAR OPENING WIDTH: 20"
MINIMUM NET CLEAR OPENING HEIGHT: 24"
MINIMUM NET CLEAR OPENING AREA: 5.7S.F.
MAXIMUM SILL HEIGHT ABOVE FLOOR: 44"
WINDOW SCHEDULE
TYPE
MARK
COUNT
R.O.
COMMENTS
Width
Height
1
5
5-6"
6-10"
DOORS
2
7
2'-0"
6-10"
EGRESS
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2
2'-0"
5-10"
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4
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EGRESS
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6-10"
EGRESS
7
1
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9' - 0"
8
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9' - 0"
9
2
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6-0"
10
1
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V-6"
12
1
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V-6"
25
1
6-6"
2' - 10"
28
1
3-10"
3-8"
29
1
5-10"
3-8"
30
1
2'-0"
3-8"
31
1
8'-0"
3-8"
33
2
5--6"
2'-0"
40
1
7'-0"
2--6"
41
1
2--4"
2--6"
44
3
2'-0"
4'-0"
45
1
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8--2"
DOOR SCHEDULE
TYPE
Type Mark
Count
DOORS
COMMENTS
SIZE
Width
Height
Al 3 5' -0" 7' - 0"
A2 1 2' -6" 8' - 0"
A3 4 3' - 0" 8' - 0"
A4 3 2' - 8" 7' - 0"
A5 4 2' - 6" T- 0"
A6 1 5' - 4" 7' - 0"
A7 2 3' - 0" 8' - 0"
G1 2 16' - 0" 8' - 0"
H 4 8' - 0" 8' - 0"
S2 1 4' - 8" 6' - 8"
S3 1 3 - 0" 8'- 0"
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COPYRIGHT 2019 Fuse Studio, LLC
The ideas, drawings and specifications contained
herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
1/22/19
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8.21.20 I REVISION - 01
WINDOW/DOOR
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The ideas, drawings and specifications contained
herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
1/22/19
Date
8.21.20 I REVISION - 01
WINDOW/DOOR
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OVERALL FLOOR PLAN - LEVEL 01
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COPYRIGHT 2019 Fuse Studio, LLC
The ideas, drawings and specifications contained
herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
1/22/19
Date
FLOOR PLAN -
LEVEL 01
A3.00 I 001
A4.001
1
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OVERALL FLOOR PLAN - LEVEL 02
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The ideas, drawings and specifications contained
herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
1/22/19
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FLOOR PLAN -
CDDSLLEVEL 02
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herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
1/22/19
Date
FLOOR PLAN -
CDDSLLEVEL 02
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The ideas, drawings and specifications contained
herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
1/22/19
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FLOOR PLAN -
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The ideas, drawings and specifications contained
herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
1/22/19
Date
FLOOR PLAN -
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NORTH BUILDING ELEVATION
3116" =1'-0"
SOUTH BUILDING ELEVATION
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PARAPETAL
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COPYRIGHT 2019 Fuse Studio, LLC
The ideas, drawings and specifications contained
herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
LEVEL 02 forbidden.
109'- 1 5/16" v
1/22/19
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LEVEL 01
98'- 7 7/16" �I
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herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
LEVEL 02 forbidden.
109'- 1 5/16" v
1/22/19
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LEVEL 01
98'- 7 7/16" �I
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ELEVATIONS
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A4.01 3/16" =1'-0"
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The ideas, drawings and specifications contained
herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
Date
1/22/19
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CD ELEVATIONS
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303.589.5341
COPYRIGHT 2019 Fuse Studio, LLC
The ideas, drawings and specifications contained
herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
Date
1/22/19
? E/W EXTERIOR
CD ELEVATIONS
2 WEST BUILDING ELEVATION
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A5.00 3/16" =1'-0°
PARAPET
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109'- 1 5/16"
LEVEL 01
98' - 7 7/16" 1
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COPYRIGHT 2019 Fuse Studio, LLC
The ideas, drawings and specifications contained
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authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
LEVEL 02
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COPYRIGHT 2019 Fuse Studio, LLC
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herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
1/22/19
Date
PERSPECTIVES
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COPYRIGHT 2019 Fuse Studio, LLC
The ideas, drawings and specifications contained
herein are copyrighted by Fuse Studio, LLC. Written
authorization is required for any reproduction. Use
without the architect's written consent constitutes fraud
as dictated by the Colorado statutes and is strictly
forbidden.
1/22/19
Date
PERSPECTIVES
'� A10.00 001
ELECTRICAL GENERAL NOTES:
1. SELECTION OF FIXTURES SHALL BE PER ARCHITECTAND / OR OWNER.
EXACT LOCATION OF FIXTURES, SWITCHES AND OUTLETS TO BE
DETERMINED WITH CLIENT ON JOBSITE AT ROUGH IN
2. HOWEVER, ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL
CODE AND THE CITY AND COUNTY WHERE THE WORK TAKES PLACE.
3. THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH
THESE REQUIREMENTS WHETHER OR NOT SUCH WORK IS SPECIFICALLY
SHOWN ON THE DRAWINGS OR NOTED IN THE DESCRIPTION OF WORK.
4. ALL SWITCHES / OUTLETS / COVER PLATES TO BE BY'LUTRON.' PROVIDE
TOGGLE SWITCHES COLOR TO BE WHITE U.N.O.
5. PROVIDE DIMMER CONTROL AT ALL LOW -VOLTAGE
6. SMOKE ALARMS TO BE POWERED BY 110V AND HARD WIRED WITH A
BATTERY BACKUP AND SIMULTANEOUS ALARM.
7. ELECTRICAL FIXTURES INSTALLED ABOVE TUBS AND SHOWERS TO BE
WATERPROOF.
8. ALL 125 -VOLT SINGLE-PHASE, 15 AND 20 AMPERE RECEPTACLES INSTALLED
IN THE FOLLOWING LOCATIONS SHALL HAVE GROUND FAULT INTERRUPTER
PROTECTION: ALL RECEPTACLES LOCATED IN BATHROOMS, GARAGES,
OUTDOORS, SERVING COUNTERTOPS IN KITCHENS AND IN WET BARS
WITHIN G OF A SINK.
9. DUPLEX RECEPTACLES SHALL BE INSTALLED IN ALL LIVING AND SLEEPING
ROOMS SO THAT NO POINT ALONG ANY LENGTH OF WALL 2'-0" OR GREATER
IS MORE THAN 6'-0" FROM ANY OUTLET IN THAT SPACE.
10. DUPLEX RECEPTACLES SHALL BE INSTALLED IN KITCHENS AT EACH
COUNTER SPACE 12" OR WIDER, AND SO THAT NO POINT ALONG ANY
LENGTH OF COUNTER IS MORE THAN 4-0" FROM ANY OUTLET.
11. ONE DUPLEX GFCI RECEPTACLE SHALL BE PROVIDED FOR EACH LAVATORY
IN BATHROOMS. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED
BY AT LEAST ONE 20 AMP BRANCH CIRCUIT. SUCH CIRCUITS SHALL BE
DEDICATED AND HAVE NO OTHER OUTLETS.
12. PROVIDE POWER AND SWITCHED LIGHT FIXTURE IN ATTIC ADJACENT TO
ACCESS PANEL.
13. PROVIDE BACKFLOW PREVENTER AT ALL NEW HOSE BIBS.
14. PROVIDE RECESSED BOX FOR ICE MAKER LINE AT REFRIGERATOR SPACE.
15. PROVIDE RECESSED BOX FOR PLUMBING AT WASHER SPACE.
16. MECHANICAL VENTILATION, WHERE IT OCCURS AT TOILET COMPARTMENTS,
BATHROOMS AND LAUNDRY ROOMS, SHALL BE CAPABLE OF PROVIDING 5
AIR CHANGES PER ROOMS, SHALL BE CAPABLE OF PROVIDING 5 AIR HOUR
MINIMUM.
17. ELECTRICAL CONTRACTOR TO SPECIFY GROUNDING ELECTRODE SYSTEM -
BOND TO GAS AND WATER PIPING.
18. ARC FAULT PROTECTION TO BE PROVIDED AT ALL RECEPTACLES INTERIOR
AND EXTERIOR.
19. ALL DEVICES MOUNTED WITH COVERS ORIENTED VERTICALLY UNLESS
OTHERWISE NOTED OR REQUIRED BY SPECIFIC LOCATION, AT THE
FOLLOWING HEIGHTS ABOVE FINISHED FLOOR:
CONVENIENCE OUTLETS: 12"
SWITCHES: 54"
OUTLETS / SWITCHES ABOVE COUNTERS: 8" ABOVE COUNTERS
20. GANG DEVICES IN MAXIMUM GROUPS OF THREE, USE GROUPS OF TWO
WHERE FOUR DEVICES ARE REQUIRED.
21. ALIGN DEVICES VERTICALLY WHERE DEVICES WITH DIFFERING MOUNTING
HEIGHTS ARE SHOWN ADJACENT IN PLAN.
22. PROVIDE BLANK COVERS FOR ALL J BOXES WHICH DO NOT INCLUDE
FIXTURE SPECIFICATION.
23. TV, TELEPHONE AND OTHER MISCELLANEOUS BOXES SHALL HAVE COVERS.
MOUNTING PER NOTE ABOVE.
24. ALL RECESSED, UNDERCABINET, STRIP UTILITY FLORESCENT, SWITCHED
FIXTURES SHOWN ARE TO BE PROVIDED AND INSTALLED UNDER BASE
CONTRACT, AND NOT A PART OF ALLOWANCES UNLESS UNSPECIFIED.
25. PROVIDE LAMPS FOR ALL FIXTURES IN BASE CONTRACT AND IN
ALLOWANCE RESPECTIVELY.
26. ALL FIXTURES TO BE'HALO'
27. PROVIDE CENTRAL DIST. PANEL FOR TELEPHONE, CABLE, CATS AND L.V.
28. TOTAL INSTALLATION SHALL MEET N.E.C.
29. THROUGH PENETRATIONS OF THE THERMAL ENVELOPE SHALL BE FOAM
INSULATED TO MAINTAIN AIR BARRIER.
ELECTRICAL PLAN - LEVEL 02
NOTES:
1. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATIONS/LAYOUT WITH OWNER PRIOR TO INSTALLATION.
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1. ELECTRICAL CONTRACTOR TO VERIFY EXACT LOCATIONS/LAYOUT WITH OWNER PRIOR TO INSTALLATION.
2. PER 2018 IBC SECTION T103.9(RA103.7), THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW INSTALLATION OF A DUAL POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC INSTALLATION
AND SHALL BE LABELED "FOR FUTURE SOLAR ELECTRIC". THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR THE MAIN CIRCUIT BREAKER.
NORTH
ELECTRICAL LEGEND:
NOTE: TOTAL INSTALLATION TO MEET N.E.C. AND IECC.
NOTE: CLIENT
TO DETERMINE FINAL LOCATIONS FOR ALL
FIXTURES
/ SWITCHES AT ELECTRICAL ROUGH IN.
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CODES AND S:
- NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS)
- AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC)
- AMERICAN PLYWOOD ASSOCIATION (APA)
- NATIONAL FOREST PRODUCTS ASSOCIATION UNFPA)
- TRJS-JOIST MACMILLAN BUILDERS GUIDE
FRAMING LUMBER GRADES SHALL BE AS FOLLOWS:
LAMINATED VENEER LUMBER (LVL) Fb• 2A00 PSI, E• 20MOM PSI, FV- 285 PSI
PARALLEL STRAND LUMBER (PSL) Fb.2,900 PSI, E• 20MOM PSI, W. 290 PSI
LAMINATED STRAND LUMBER (I% LSL) Fb.2A25 PSI, E• WPM PSI, W■ 310 PSI
LAMINATED STRAND LUMBER (13 LSL) Fb•1,100 PSI, E• IA001800 PSI, Fv 400 PSI
LAMINATED STRAND LUMBER RM BOARD (LSL RIM BOARD) Fb•1,100 PSI, E. 1,3wow
PSI, W 400 PSI, VERTICAL LOAD CAPACITY • 4;50 KF
GLUED LAMINATED BEAM (GLB) 24F -V8 DF/DF - Fb•2AW PSI, E• IWO= PSI, FV- 190
PSI (BALANCED)
GLUED -LAMINATED BEAM (GLB) 24F -V4 DF/DF - Fb-2AW PSI, E• U'i00)600 PSI, W 240
PSI(NON-BALANCED)
- FRAMING LUMBER (MAXIMUM MOISTURE CONTENT: 1996 OR LESS)
- STUDS HEM -FIR STUD 4 BETTER
Fb• 615 PSI, E• I$WOW PSI
- JOISTS/RAFTERS HEM -FIR NO2 4 BETTER
Fb. 860 PSI, E■ 1300m00 PSI
- BEAMS (5)5 4 UP) HEM -FIR NO.I
Fb• 1050 F51, E. IA00A00 PSI
- COLUMNS (5)(5 4 UP) HEM -FIR NO.I
JOIST I AYrJJT
BREATH EXTERIOR WALLS W/ 15/32' APA RATED SHEAIHIING, FASTENED W/8d NAILS
(2142"x0131" C01 MON OR 2I2'x0J13' GALVANIZED BOX) • 6" O.C. • PANEL EDGES 4120 Ol:. •
INTERIWIATE SUPPORTS.
SHEATH FLOORS W/ 23/32" APA RATED STURD-I-FLOOR T4G SHEATHING (4884), C"M
AND NAILED W/ Bd NAILS (24NO131' COMMON) • 6" Ojr. • PANEL EDGES 410" O.C. •
INTERMEDIATE SUPPORTS.
SHEATH ROOF RAFTERS AND TRUSSES W/ly■ APA RATED SHEATHING, BLOCKED AT RIDGES
AND VALLEYS AND NAILED W/ 8d NAILS (2V2'x0J31' COMMON OR 2k2x0.113" GALVANIZED
BOX) • 6" O.G. • PANEL EDGES 412" OC. • INTEIRI EDIATE SUPPORTS.
ENGINEERED ROOF TRUSSES AND ROOF TRUSS HANGERS TO BE DESIGNED BY OTHERS TO
SUPPORT 30 PSF ROOF SNOW LOAD AND 15 PSF DEAD LOAD. TRUSSES SHALL BE
DESIGNED N ACCORDANCE WITH THE APPLICABLE SECTIONS OF NATIONAL DESKN
SPECIFICATIONS FOR WOOD CONSTRUCTION, PUBLISHED BY THE NATIONAL FOREST
PRODUCTS ASSOCIATION AND M04 SPECIFICATIONS FOR METAL PLATE CONIECTED
TRUSSES, PUBLISHED BY THE TRUSS PLATE INSTITUTE
PROVIDE CONTINUOUS I1/40XINN LSL RIM BOARD AT FLOOR PERIMETER
PROVIDE BLOCKING • ALL INTERIOR AND CANTILEVER JOIST BEARING LOCATIONS.
ALL NAILING SHALL BE PER THE INTERNATIONAL RESIDENTIAL CODE UNLESS NOTED
OTHERWISE ON THE PLANS.
PROVIDE ALL FLOOR JOIST SYSTEM BRACING, BRIDGING, AND CONNECTIONS AS
SPECIFIED BY THE JOIST/TRUSS MANUFACTURER.
ALL METAL WOOD CONSTRUCTION CONNECTOR DESIGNATIONS ARE SIMPSON STRONG: -TE
COMPANY, UND.
TIE DOWN ALL TRUSSES AND RAFTERS W/ SIMPSON H25A HURRICANE TIE AND ALL GIRDER
TRUSSES W/ (2)-81IMPSON H25A HURRICANE TIES AT ALL BEARING LOCATIONS UND, OR
UNLESS A DIFFERENT TIE OR STRAP IS REQUIRI57 BY 71-E TRUSS MANUFACTURER
THE TRUSS MANUFACTURER SHALL PROVIDE ALL NECESSARY HANGERS, ANCHORAGE,
CONNECTIONS, ETC, TO ASSURE PROPER ERECTION OF TRUSSES. BRACING, BRIDGING,
BLOCKING, PERMANENT BRACING, AND CONNECTIONS SHALL BE INSTALLED AS PER THE
TRUSS MANUFACTURER'S SPECIFICATIONS TO INSURE STRUCTURAL STABILITY.
PROVIDE MINIMUM OF (3)-bS, OR (2)-2x10 HEADER OVER DOORS AND WINDOWS, UND.
SUPPORT ALL HEADERS W/ (U -KING 4 (U -TRIM MEMEER3 EXCEPT OPENINGS MORE THAN 6
FEET SHALL BE SUPPORTED WITH W/ W -KING 4 (2)•TRM MEMBERS UX0.
FOR WOOD PACKED STEEL BEAMS: PACK STEEL BEAM WTT14 SOLID 2x FILLER AND
STR41CTUR4L SHEATHING. ATTACH SOLID 2x TO STEEL BEAM WEB WMILTI X -AL -H 51 PS (or
EQUIVJ • 1'-0' ON CENTER, STAGGERED AND NAIL SUBSEQUENT 2x AND FILLERS UT14
(3)-10d (3'x0148' COMMON) NAILS AT 12' OAC, PROVIDE A MINIMUM OF ONE SOLID 2x
MEMBER ON OUTSIDE FACE.
WOOD PLATES ARE TO BE ATTACHED TO THE TOP OF STEEL BEAMS AS FOLLOWS: FASTEN
2x PLATE TO STEEL BEAM WITH HILTI X -AL -H 51 PS (OR EQUIW • V-0' ON CENTER
STAGGERED.
SILL PLATES SHALL BE BOLTED TO THE FOUNDATION PER PLAN WITH STEEL BOLTS
EMBEDDED AT LEAST 1 INCHES INTO THE FOUNDATION. THERE SHALL BE A MINIMUM OF
TWO BOLTS PER SILL PLATE WITH ONE BOLT NOT MORE THAN 12' OR LESS THAN 4' FROM
ONE END OF EACH PIECE. A PROPEFLY SIZED WASHER AND NUT SHALL BE TIGHTENED ON
EACH BOLT TO THE PLATE.
INDICATES A MINIMUM OF (2)-2x4 OR (2)-2x6 POSTS TO MATCH WALL STUD SIZE UND.
® INDICATES INTERIOR BEARING WALL LOCATIONS OF 2x4 OR 2xb • 16' O.G.
p INDICATES POST ABOVE.
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GENERAL FRAMING: NOTES
CODES AND REFERENCES:
- NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS)
- AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITW
- AMERICAN PLYWOOD ASSOCIATION (APA)
- NATIONAL FOREST PRODUCTS ASSOCIATION (PFPA)
- TRIS -JOIST MACMILLAN BUILDERS GUIDE
FRAMING LUMBER GRADES SHALL BE AS FOLLOWS:
LAMINATED VENEER LUMBER (LVL) Fb• 20W PSI, E• 2000000 PSI, Fv 285 PSI
PARALLEL STRAND LUMBER (PSL) Fb•2,900 PSI, E• 2000000 PSI, W 290 PSI
LAMINATED STRAND LIMBER (I% LSL) Fb•2,325 PSI, E• 1W000 PSI, Fv 310 PSI
LAMINATED STRAND LUMBER (13 LSL) Fb.1,100 PSI, E• 1,300000 PSI, Fv. 400 PSI
LAMINATED STRAND LUMBER RM BOARD (LSL RM BOARD) Fb•I,100 PSI, E• 1300000
PSI, Fv 400 PSI, VERTICAL LOAD CAPACITY • 4150 PLF
GLUED LAMINATED BEAM (GLS) 24F -V8 DF/DF - Fb.2AW PSI, E• 1A00000 PSI, FV. F10
PSI (BALANCED)
GLUED -LAMINATED BEAM (GLS) 24F -V4 DF/DF - Fb.2AW PSI, E• 1,800000 PSI, Fv. 240
PSI (NOWBALANCED)
- FRAMING LIMBER (MAXIMUM MOISTURE CONTENT: 19ft OR LESS)
- STUDS
- JOISTS/RAFTERS
- BEAMS (5x5 4 UP)
- COLUMNS (5x5 4 UP)
HEMI -FIR STUD 4 BETTER
Thi• 615 PSI, E. 110®000 PSI
HEM -FIR NO2 4 BETTER
Fb• 850 PSI, E• 13001400 PSI
HEM -FIR NOJ
Fb• 1050 PSI, E• 1300000 PSI
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SHEATH EXTERIOR WALLS W/ 5/32' APA RATED SHEATHING, FASTENED W/8d NAILS
04'x0.81' COMMON OR 2H4'xOJB' GALVANIZED BOX) • 6' OL. • PANEL EDGES 412' OL •
INTERMEDIATE SUPPORTS.
SHEATH FLOORS W/ 23/32' APA RATED STURD-I-FLOOR TtG SHEATHING (48/24), GLUED
AND NAILED W/ 8d NAILS 04'x0131' COMMON) • 6' OL. • PANEL EDGES 4 I0' OL. •
INTERMEDIATE SUPPORTS.
SHEATH ROOF RAFTERS AND TRUSSES "" APA RATED SHEATHING, BLOCKED AT RIDGES
AND VALLEYS AND NAILED LLV 8d NAILS (2112'x0131' COMMON OR 211x0J8' GALVANIZED
BOX) • 6' OL. • PANEL EDGES 4 1{' OG • INTE:I•EDIATE SUPPORTS.
ENGINEERED ROOF TRUSSES AND ROOF TRUSS HANGERS TO BE DESIGNED BY OTHERS TO
SUPPORT 30 PSF ROOF SNOW LOAD AND 5 PSF DEAD LOAD. TRUSSES SHALL BE
DESIGNED IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF NATIONAL DESIGN
SPECIFICATIONS FOR WOOD CONSTRUCTION, PUBLISHED BY THE NATIONAL FOREST
PRODUCTS ASSOCIATION AND DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED
TRUWM, PUBLISHED BY THE TRUSS PLATE INSTITUTE.
PROVIDE CONTINUOUS 1114'x11$' LSL RM BOARD AT FLOOR PERIMETER
PROVIDE K=11415 • ALL INTERIOR AND CANTILEVER JOIST BEARING LOCATIONS.
ALL NAILING SHALL BE PER THE INTERNATIONAL RESIDENTIAL CODE UNLESS NOTED
OTHERWISE ON THE PLANS.
PROVIDE ALL FLOOR JOIST SYSTEM BRACING, BRIDGING, AND CONNECTIONS AS
SPECIFIED BY THE JOISTARM MANUFACTURER
ALL METAL WOO CONSTRUCTION CONNECTOR DE MATIONS ARE SIMPSON STRONG: -TIE
COMPANY, UND.
TIE PM ALL TIMI MS AND RAFTERS W/ SMPSON H25A HURRICANE TIE AND ALL GIRDER
TRUSSES W/ 121-SMPSON H25A HURRICANE TIES AT ALL BEARING LOCATIONS UND, OR
UNLESS A DIFFERENT TIE OR STRAP IS REQUIRED BY THE TRUSS MANUFACTURER
Jn10.t I AYAltr
THE TRUSS MANUFACTURER SHALL PROVIDE ALL NECESSARY "MM, ANCHORAGE,
CONNECTIONS, ETC, TO ASSURE PROPER ERECTION OF TRUSSES. BRACING, BRIDGING,
BLOCKING, PERMANENT BRACING, AND CONNECTIONS SHALL BE INSTALLED AS PER THE
TRUSS MANFACTUFRER'S SPECIFICATIONS TO INSURE STRUCTURAL STABILITY.
PROVIDE MINIMUM OF (3)-2x8 OR (2)-2x10 HEADER OVER DOORS AND WINDOWS, UND.
SUPPORT ALL HEADERS W/ (I) -KING 4 (I) -TRIM MEMBERS EXCEPT OPENINGS MORE THAN 6
FEET SMALL BE SUPPORTED WITH W/ (I JW3 4 (2) -TRIM MEMBERS UND.
FOR WOOD PACKED STEEL BEAMS: PACK STEEL BEAM WITH SOLID 2x FILLER AND
STRUCTURAL SHEATHING. ATTACH SOLID 2x TO STEEL BEAM WEB WA41LTI X -AL -H 51 PS (or
EQUIW • I'-0' ON CENTER STAGGERED AND NAIL SUBSEQUENT 2x AND FILLERS WITH
(3)-10d (3'x0148' COMMON) NAILS AT 12" OL. PROVIDE A MINIMUM OF ONE SOLID 2x
MEMBER ON OUTSIDE FACE.
WOOD PLATES ARE TO BE ATTACHED TO THE TOP OF STEEL BEAMS AS FOLLOWS: FASTEN
2x PLATE TO STEEL BEAM WITH 14ILTI X -AL -H 51 P8 (OR EQIJIW • 2'-0" ON CENTER
STAGGERED.
SILL PLATES SHALL BE BOLTED TO THE FOUNDATION PER PLAN WITH STEEL BOLTS
EMBEDDED AT LEAST 1 INCHES INTO THE FOUNDATION. THERE SHALL BE A MINIMUM OF
TIDO BOLTS PER SILL PLATE WIN OPE BOLT NOT MORE THAN 12' OR LESS THAN 4' FROM
ONE END OF EACH PIECE. A PROPERLY SIZED WASHER AND NUT SHALL BE TIGHTENED ON
EACH BOLT TO THE PLATE.
THE FOLLOWING SYMBOLS MAY BE NOTED ON THE PLANS:
0 INDICATES A MINIMUM OF (2)-2x4 OR (2)-2x6 POSTS TO MATCH WALL STUD SIZE U.N.O.
® INDICATES INTERIOR BEARING WALL LOCATIONS OF 2x4 OR 2xb • 16" OL.
p INDICATES POST ABOVE.
- - - - - - - - - - -- @
I I I I 1 1
6 5 4 3 2 1
ROOF FRAMING PLAN
(SCALE: 3/16' •I'-0')
City of
Wheat Ridge
Building Division
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FLOOR
AND LOW ROOF
FRAMING PLAN
53.0
WALL
NAILS PER
VERTICAL SPACING OF
POST
ROW
ROM (INCHES)
2-2x4
(I) -242'x0131'
8
(U -3'x0)48'
8
3-2x4
(I)-2112'131'
3
(I) -3'x0148'
4
4-2x4
(2)-2112'x0.131'
4
(2)-3'x0.148'
6
5-2x4
l2) -2112"x0.131'
3
(2J -3'x0.148'
4
2 -2x6(2)
-2112"x0131"
8
(2)-3'x0.148'
8
3-2x6
(2)-2112'O131'
4
ooID
ID
(2)-3'x0J48'
6
4-2x6
l2)-2('0131'
3
w o w
(2)-3'x0148'
4
5-2x6
l3) -2112'x0131'
3
l3) -3'x0148'
4
WEEN ONLY ONE LONGITUDINAL ROW OF NAILS IS
REQUIRED, ADJACENT NAILS SHALL BE
STAGGERED. WHEN 3 OR MORE LONGITUDINAL
ROWS OF NAILS ARE USED, NAILS N ADJACENT
ROWS SHALL ME STAGGERED.
QUILT -UP COLUMN DETAIL
I (SCALE: NONE)
2xb STUD WALL
• 16' O.C.
MM)LTIPLE 2xb KING
STUDS, FASTEN EACH KING
STUD W/(2) -10d * 8' O.C.
2x6 TRIMER STUDS, HEADER
FASTEN EACH TRIMER i
W/12J-3"x0.148" • 8" O.0
(SCALE: 3/4' =I'-7)
2x STUD WALL
6'x244' NAIL • 32' O.C.
FASTEN BTM. OF
TO F
FASTEN BASEBOARD
TO SILL PLATE ONLY
2112' END
34' £DTs£
DISTANCE
34' EDGE
(21-2x6 TOP
10
2x6 CRIPPLE
STUDS • IS" OG
ADJACENT NAILS ARE DRIVEN
FROM OPPOSITE SIDES OF THE
COL" FOR 2-2x4 POSTS. DRIVE
NAILS FROM SAME SIDE FOR
ALL OTHER CONDITIONS.
STAGGER NAIL PLACEMENT
FOR POSTS WHERE ONLY ONE
ROW OF NAILS M REQUIRED.
RE: TAME FOR
SPACING BETWEEN
ADJACENT ROWS
3112"x0.162" NAILS
• 12" O.C.
3112'x0.162" NAILS 6' OL ON ALL FRAMNG
MEMBERS AT PANEL EDGES AND 12' O.C.
ON ALL FRAMING MEMBERS NOT
AT PANEL EDGES
23/32' APA RATED TKs STURD-I-FLOOR
SWATHING (4804), GLUED AND NAILED
W/ SLd NAILS • 6' O.C. • PANEL EDGES
4 :00 O.G. • INTERMEDIATE SUPPORTS.
SEND NAIL EACH HEADER
hEh18ER W93) -3112'x.148" NAILS
2x6 TRRt•IER
STUD 1116' TJI 210
1 1
JOIST 16' O.G.
2x6 2x4 IBB STFFENER
KNCs STUD WM-8d NAILS (MIN)
BOTH SIDES
GYP. RE: ARCH
(TYPJ
2x M. WALL PLATE
(DRILL FOR NAIL)
TO MATCH DRYWALL
2x SILL PLATE,
TO CONCRETE
FLOATING WALL DETAIL
9 (SCALE: I I/Y •I'-0")
JOIST
(SCALE: 3/4" =I'-0')
GYP" WALL BOARD INSTALLED IN
ACCORDANCE WITH CHAPTER T (INTERIOR)
WOOD STRUCTURAL PANEL
INSTALLED IN ACCORDANCE WITH
TABLE 602310
CORNER FRAMING DETAIL
2 (SCALE: 3/4" •1'-011
)
Hum
TJI BLOCKING PANEL (TYPJ
APPLY SUBFLOOR ADHESIVE
TO ALL CONTACT SURFACES
PROVIDE TJI BLOCKING PANELS
BELOW LOAD BEARING WALLS
AND ABOVE DROPPED BEAMS
NCS DETAIL
SIMPSON C620 x 52"
LONG COILED STRAPS
S"m
LONG CC
341"x0.162" NAILS
• 12" O.C.
GYPSUM WALL BOARD INSTALLED IN
ACCORDANCE WITH CHAPTER T (INTERIOR)
WOW STRUCTURAL PANEL
INSTALLED IN ACCORDANCE WITH
TABLE 602310
34NOM' NAILS • 6' O.C. ON ALL FRAMING
MEMBERS AT PANEL EDGES AND 12' OC
ON ALL FRAMING MEMBERS NOT
AT PANEL EDGES
CORNER FRAMING DETAIL
3 (SCALE: 3/4 •1'-01)
(SCALE: 3/4' =I'-07
• 16" O.C.
:CTION DETAI
(2)-2x6 TOP E
(2)-2xb TOP It
(SCALE: 3/4" 4-09
M -2112'x0.131" NAIL EACH
SIDE OF JOIST
23/32" APA RATED TIG
STURD-1 FLOOR SHEATHING
(24/48) Mel NAILS • 6" O.G.
INTO RIM BOARD
"x14' LVL
TOENAIL RIM BOARD TO PLATE
WITH 2112'x0.131"NAILS • 6' O.C,
144' TP 5MTRAND
RIM BOARD
2x6 STUD WALL
• 16" or,
RIM/JOIST CC
(SCALE: 3/4' =I'-07
ROOF FRAMMG
PER PLAN
V
END NAIL JOIST TO
RIM BOARD WITH (1)-3112'x0162'
NAIL INTO EACH FLANGE
\ (I) -2112'x0.131' NAIL EACH
SIDE OF JOIST
TOENAIL RIM BOARD TO
BOTTOM PLATE WITH
(I1 -24}"x0.131" • 6" O.C.
IRU' TJI 210
JOISTS • 16' OAC.
END NAIL JOIST TO
RIM BOARD WITH 111-3112'x0.162'
NAIL INTO EACH FLANGE
CTION DETAIL
City of
Wheat Ridge
Building Division
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KEY:
ditch
• SET: 1 1 /2' Alum. cap on #5 rebar, marked
"CHAMBERS PLS #I W99"
0 SEI: 11/7 disk in concrete on 2' offset
marked: "16099"
O FOUND: Yellow plastic cap on rebar marked
PLS #34183
19 FOUND: Square bolt
(' 1 Bearing or distance from deed description
provided by client
� nNiL1PIRMENnn EHE SUIRM PUU
AND TOPOGRAPHIC SURVEY
in the SE 114 of the NW 1/4 of Section 20,
Township 3 South, Range 69 West of the 6th Principal Meridian,
County of Jefferson, State of Colorado
AREA:
(D 0.49 Acres
(21,490 SQ.FT.)
G
296.00'
N 89057'06'E
IN 89025'E)
LEGAL DESCRIPTION:
All that portion of the SE 1/4, NW 114 of Section 20, Township 3 South, Range 69
West described as follows:
Beginning at a point on the North and South Centerline of Section 20, T3S, R69W of
the 6th P.M.; whence a point established by County Surveyor as intersection of
said North and South Centerline and a Centerline of West 44th Avenue bears
N 0020' W 653.4'; thence S 89025'W 219.03' to the True Point of Beginning: thence
N 0032'W 72.6`, thence S 89°25 W 296.00`, thence S 0032'E 72.6': thence
N 89025' E 296.00' to the Point of Beginning, County of Jefferson, State of Colorado.
VICINITY MAP
BASIS OF BEARINGS
S 89057'06!'W IS 89025' W)
296.00'
0
SURVEYOR'S CERTIFICATION
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I, Lawrence G. Chambers, a registered Professional Land Surveyor in the State of
Colorado hereby certify to Denise Hosier and Stewart Louper that this Improvement
Survey Plat and Topographic Survey was prepared on June 8, 2014. 1 further certify
that the improvements on the above described parcel on June 2. 2014, except utility
connections, are entirely within the boundary of the parcel, except as indicated, and
that there is no apparent evidence or sign of any easement crossing or burdening
any part of said parcel, except as noted.
I do further certify that this Improvement Survey Plat is in compliance with CRS Title 38,
Article 51 and all other applicable statutes.
Lawrence G. Chambers, PLS
Colorado Registration No. 16099
decid.
tree
(typ.)
2
F-
W
W
ti �
o
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ILD 3
IY it
ditch - gates
and control
structures
0
RO A
(219.03')
N 8905706" E
to N -S
Centerline
Sec. 20
NOTES:
1) BASIS OF BEARINGS: Bearings are based upon the northline of the subject
parcel, which is assumed to bear 89°57'06" W between a found rebar with a
yellow plastic cap marked "#34183" and a set #5 rebar with a 1 1/2" alloy cap
marked "CHAMBERS PLS #16099", as shown hereon.
2) This survey does not constitute a title search by Chambers Consulting, Inc. to
determine ownership or easements of record. No tithe commitment was provided
by the clients to Chambers Consulting Inc.
3) According to Colorado low you must commence any legal action based
upon any defect in this survey within three years after you first discover such
defect. In no event may any action based upon any defect in this survey be
commenced more than ten years from the date of the certification above.
4) FLOOD INFORMATION: This site is not within a designated FEMA floodplain as
determined by the Flood Insurance Rate Map (FIRM) #08059C0194F dated Feb..
5, 2014 The property is within Zone X = area determined to be outside the 0.2%
annual chance floodplain.
5) Any person who knowingly removes, alters or defaces any public land survey
monument or land boundary monument or accessory commits a Class Two (2)
Misdemeanor pursuant to a Colorado State Statute CRS I8-4508.
4318 XENON STREET ISP & TOPO
CHAMBERS CONSULTING INC.
STREET ADDRESS: 805 BEAR CREEK AVENUE
MAIL: P.O. BOX 339, MORRISON, CO 80465-0339
303-697-0650 chaconinc@chamberscon.com
SCALE:
DATE: 06-08-2014
DRAWN BY:
1 INCH = 10 FEET
REVISION:
LGC & JARC
file: IAUPER RV
COUNTY:
DRAWING NO.:
XENON ST TRV
JEFFERSON
1144
COPYRIGHT 2919 Fuse Slutlb, LLC
The ideas, drmon9e and spedfiratims mndined
herein ere copyrighted by Fuse Studio, LLC. written
au WdsstlonisrequiredforatryregaduUlon. Use
W Vdd the arcM19eU's uiltbn onvent conatlMes fraud
as dMated by the caoredo smlures and is stray
forbidden.
6.29.20
SITE SURVEY
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COPYRIGHT 2919 Fuse Slutlb, LLC
The ideas, drmon9e and spedfiratims mndined
herein ere copyrighted by Fuse Studio, LLC. written
au WdsstlonisrequiredforatryregaduUlon. Use
W Vdd the arcM19eU's uiltbn onvent conatlMes fraud
as dMated by the caoredo smlures and is stray
forbidden.
6.29.20
SITE SURVEY
100
Ito edge of existing
Pe T
I
L 38'-o•
FRONTSETI
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No
VER
nENONLE
I
IRRIGATION DITCH
Applicant shall ensure that the ditch or ditch lateral is maintained EXACTLY
as -is. Should applicant propose changes to ditch or surrounding area that
would influence ditch, such changes shall be approved of in writing by ditch
owners or members prior to the commencement of any construction of such
changes. Additionally, grading of areas adjacent to or in the proximity of the
ditch shall not contribute additional surface runoff into the ditch.
- APPROX IRRIGATION DITCH
LOCATION RE: SURVEY
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4639 SOFT. SINGLE FAMILY DWELLING
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entry
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NOTES:
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48
-REFER TO SURVEY FOR THE FOLLOWING:
O
-EXISTING TREE LOCATIONS
U
i N
Z
— xEw rREEa
W
L 38'-o•
FRONTSETI
NON
No
VER
nENONLE
I
IRRIGATION DITCH
Applicant shall ensure that the ditch or ditch lateral is maintained EXACTLY
as -is. Should applicant propose changes to ditch or surrounding area that
would influence ditch, such changes shall be approved of in writing by ditch
owners or members prior to the commencement of any construction of such
changes. Additionally, grading of areas adjacent to or in the proximity of the
ditch shall not contribute additional surface runoff into the ditch.
- APPROX IRRIGATION DITCH
LOCATION RE: SURVEY
I I I
4639 SOFT. SINGLE FAMILY DWELLING
I I I I
entry
courtyard
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—7W ELECTRIC UNWIMELEIGIIESMAVnlo
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aRE 7 5 4 3 2 1
ENGINEERING DIVISION NOTES
1. Per Section 26417 E.I.a public improvements are required rot this project, to Provde 6" deep Swale along
include vertical curb and gutter, 5 concrete kidewalk and an ADA compatible somhem property boundary to
drive t However, the municipal code incleathat in the t that conitruchour of protect adjacent property from
requiredimprovementr wouldimprovement beimpractical d it it w recommended by the stormwater runoff.
community dIp t director -in commitationtwith the ity engineer, the applicant
maybe q - ed In pay [ I f O I I As then curb, gutter or CWIRIGHT 2919 Fuse Studio LLD
sidewalkt concert to aideof the development, city tarf recommends fees ARCHITECTURAL SITE PLAN The ideas, drawings; and sperateartIons mnrined
in lieu. SUR hoe prepared an itemized cost estimate for these improvements based Reviewed by the City of Wheat Ridge u. A1.0 h Wrlaasmgonireghtladf Raw Studio, U.C. Written
upon the prevailing cour for similar denatured within the City. Applicant shall pay Englneedng Division 3132"-1 p Wanut the amhitxt's water mmneenni countriesudion strus
me fee at time of Building Permit issuance. APPROVED mroiea o by the Caordo senates am is show
2. Provide 6" deep swale along surfaced boundary as shown, to protect adjacent
property from su rmwater runoff (min. longitudinal slope -1%).
3. Direct roof drain downspouts in the directions indicated to control runoff. Dy. Mark Van Nattan 6.29.20
MVN 9/1/20
DATE: 8I1I2020
COMMENTS: Approved with comments.
Deb Description
ARCHITECTURAL
SITE PLAN
A1.00 100
M
Cot
NOTES:
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PROP LINE - -
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—7W ELECTRIC UNWIMELEIGIIESMAVnlo
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aRE 7 5 4 3 2 1
ENGINEERING DIVISION NOTES
1. Per Section 26417 E.I.a public improvements are required rot this project, to Provde 6" deep Swale along
include vertical curb and gutter, 5 concrete kidewalk and an ADA compatible somhem property boundary to
drive t However, the municipal code incleathat in the t that conitruchour of protect adjacent property from
requiredimprovementr wouldimprovement beimpractical d it it w recommended by the stormwater runoff.
community dIp t director -in commitationtwith the ity engineer, the applicant
maybe q - ed In pay [ I f O I I As then curb, gutter or CWIRIGHT 2919 Fuse Studio LLD
sidewalkt concert to aideof the development, city tarf recommends fees ARCHITECTURAL SITE PLAN The ideas, drawings; and sperateartIons mnrined
in lieu. SUR hoe prepared an itemized cost estimate for these improvements based Reviewed by the City of Wheat Ridge u. A1.0 h Wrlaasmgonireghtladf Raw Studio, U.C. Written
upon the prevailing cour for similar denatured within the City. Applicant shall pay Englneedng Division 3132"-1 p Wanut the amhitxt's water mmneenni countriesudion strus
me fee at time of Building Permit issuance. APPROVED mroiea o by the Caordo senates am is show
2. Provide 6" deep swale along surfaced boundary as shown, to protect adjacent
property from su rmwater runoff (min. longitudinal slope -1%).
3. Direct roof drain downspouts in the directions indicated to control runoff. Dy. Mark Van Nattan 6.29.20
MVN 9/1/20
DATE: 8I1I2020
COMMENTS: Approved with comments.
Deb Description
ARCHITECTURAL
SITE PLAN
A1.00 100
City ofWheat Ridge
% Residential Demoliti FERMIT - 081167
PfiRMIT NO:~ 681367, ISSUED: ~ ~40J08/2.008
JOB AD,DRESS: 431BXiNQN ST EXPIRES: 04/06/2009~
DESCRIPTION: CbmpleCe DeMO
*x+ CONfAC'Y'S
owner 303/422-3107 ' Chuck Deovio
gc~ 303/421-3366~ Jim~Gochis~ . 02-0761.A1pine~Demol~ition~
*r .:YARCBL.:INFO *s... . . . . . .
ZONE CODESUA USE: , ,._UA . . . . . SUSD2VISSON: ...UA , . BLOCK/LtlT#r-. 0/.... . F~B SUMMARY - SSTIMATEDPROJECT , VALUATION: 7, 200~ .00 . . . . FEES . . , . .
Demolitidn Fee 50:00 ~bg+~
Total Valuation :00 " .
TOTAL . . 50.00 . I hezeby certify that the eetbackdxetancee proposed by thia permit application are accurate, and do not violateapplicrble 4rdixaaces, rulee or regulakiona bf the 6ity of wheat Ridge or tovenants, eaeementa.oz reatricCionaoY record; that all . .
measuremenCB.eMwrt, and~allegaCions made are accurate; that I have sead andagree to ablde by-a11 conditioneprintedonthie -applition.:an at I:aeaunre Eulb reeponsibility for compliance. CheWheat Ridge Building Code(I.B.C) and all oWer .
appca63e Nh ~ idg Ordina tDr work /un/der t6ie.permit. lane ubject to fieldinepection. . . . . .
f/ . . . . . . . .
M1r.. . , . . . . . .
Sig C1ue of CorttT3Ctoz/q daCe
li This..permit vas iasued in acCOSdance with the.provieione setforthin your application and is eub7ecC to the lavs of.CheState of Colozado andto the Zoning Regula[iona and Building Codea of Whea[ &idge, Coloradoor any other.applicableordi[iancea of Che City. -
2. Thfe peim3.t ehall expire 180 dayp from the ieeue date..Requesta foz an eztenaion muat be recpive¢ prior to explratSon. -
date. Ais.eXt¢naian my 6e granted at the dieCretion of theBUi3ding Official.. ..3,..If th>e~ ppmyX expiree, a newi~permlt may.,be acquired for a fee ofone-half the amount normailyrequired,pmvided no . ch§nges tiave been oz wili be made Sn ehe'o;igirialplana'and.epeei;icatione and any.9uapeneiohor-abandonmenthas not `-exoeeded~one (1) yeaz. If changea fiave been or Sf euepeneion or abandonment exceedaone (1)yeai, full.fee6 ehall ~be paid for a new permie. . . . . . 4:.N4 +roTkof any maiin2rehall bB.done that. will.change thenatural flow of water causing a drainagc problem.. . 5.Con~ractar-ahaYI nut}fy the Building Inapector twenty-fouz .(24)houre in advance fbz all inepections andehall,xece3ve.writt¢n.apgzovql onffin9peetion cardDefore proceedin9 wlth auccesaive phasea o£the job. . . .6.: The ieauanCe of d pmzmit or kheapprovAl of drawinge and apecificatione ahall not be.conatrued to be a permitfor, non an approval e1f, any,violati oEthe.provi.eiona of the building codee or any o[her ozdinance,law, ruleor re9ulapion. Allplan. review ae ` t€ieldlnspecCione. . &ignatuse`of ChneE eu d1 Eficial date . . . ' . .
IN3PXL"PI1W R$Q T bTH$: -(303)234-5933 BUILDING OFFICE: `(303)235-2$55
REQUESTS Mt7S'T HLr..MADE BY:3PMANY.HUSIN$SS DAY FORINSPECTION THfi FOLLOWING BUSINESSDAY.
oFw"~TR City of Wheat Ridge Building Division Date: ~Q ~~3 L%-E
7500 W. 29`h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 ' Fax: 303-235-2857 Plan
~ Inspection Line: 303-234-5933 Permit LV 7
Building Permit Appiication
PropertyAddress: !10
Property Owner (please print): ~L-U~jj r"C Phone:
Mailing Address: (if different than property address)
Address: ) -r 4 tk e/
City, State, Zip:
Contractor:
Cnnfrarfnr License
Phone:
Sub Contractors:
Electrical City License
Company:
Plumbing City License
Company
303) 3~ ~ ~ ~
Mechanical Ci~y License
Company:
Exp. Date' Exp. Date: Exp. Date:
Approval: Approval: Approval:
Use of space (description): I~QSI~Q~~ZConstruction Value: 8 -
DBSCI'ipti011 of WO~k' (as calculated per the Bufldinp Valuafion Data sheeU
C~ ~i Plan Review (due at time of submittal): S
!Vl.'l0 ~ ( 4-1
Sq. Ft./L.Ft added: Squares BTU's Gallons Amps
OWNERICON7RACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certiry that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances,
rules or regulahons of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and
allegalions made are accurate; that I have read and agree to abide by all wndilions printed on lhis applicalion and that I assume full
responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work
under this permit. Plans subject to field inspection. ,
CIRLCE ONE:: (OWNER) (CONTRACTOR) o-r~ PERSONAL REf
PRINTNAME: `r ',J SIGNATURE:
Dale: a Ai v
DEPARTMENT USE ONLY
ZONING COMMENTS:
Zoning:
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer:
BUILDING DEPARTMENT COMMENTS: OCCUPANCY: _
Reviewec
FIRE DEPARTMENT:: ❑ approVed wl Comments ❑ disapproved ❑ no review required Bldg Valuation:
Colorado Department of Public Health and Environment
Air Pollution Control Division - Indoor Environment Program -Asbestos/IAQ Air Unit
4300 Cherry Creek Drive South, APCD-IE-B1
Denver, Colorado 80246-1530
Phone: 303-692-3100 - Fax: 303-782-0278
E-mail: asbestos@state.co.us
DEMOLITION APPROVAL NOTICE
This approval notice is granted subject to Colorado Air Quality Control Commission Regulation
No. 8, Part B, adopted December 21, 2007, and effective January 30, 2008 and the Colorado Air
Pollution Prevention and Control Act C.R.S. (25-7-101 and 25-7-501 et seq). This notice signifies
that the structure was inspected for asbestos, luminous exit signs (containing radioactive material),
and Ozone-Depleting Refrigerants and the demolition contractor has properly notified the
Colorado Department of Public Health and Environment pursuant to Regulation No. 8, Part B.
As a contractor, you may be subject to other demolition licenses and permits, depending on the
requirements of the county and municipality in which the work is being performed. The Colorado
Department of Public Health and Environment, Air Pollution Control Division, strongly suggests
that you check with county and municipal authorities in order to determine any other local
building/permitting requirements that must be met.
Please note that certain asbestos-containing materials (ACM) may remain in the structure
during demolition. Therefore, any demolition debris left behind after the completion of post-
demolition site cleanup may constitute a"reason to know of asbestos-contaminated soil" at
the site, subject to the requirements of Section 5.5 of the Solid Waste Regulations (6 CCR
1007-2, Part 1).
THE ORIGINAL APPROVAL NOTICE MUST BE POSTED ON SITE AT ALL TIMES.
Immediate[y notify tke Asbestos/ZAQ Unit of project modifications by fax (number above) or e-maiL
(address above) and the appropriate county health department by jax. Project modifications include
changes in the scope of work or the scheduled work dates, etc.
This demolition approval notice is valid beginning 10/14/2008.
The actual scheduled work dates aze from 10/14/2008 through 11/14/2008.
Approval issued on: 10/1/2008
Record number: 64322
Notice Number: 08JE3615D
Fee Paid: $55.00
Check number: 16094
For the location specified below:
Residential
4318 Xenon
Wheat Ridge
Jefferson County
Asbestos Building Inspector:
John B. Taylor
Cerification No.: 2342
Inspection Date: 09/04/2008
This notice has been issued to:
Alpine Demolition
5790 W. 56th Ave.
Arvada, CO 80002
Issued by: RWJ