HomeMy WebLinkAbout06/09/2022 - Land Use Review Commission - SUMMARY AGENDA - Regular Meeting
Shelley La Mastra, Chair
Ian Shuff, Vice Chair
David Lawton
John McCoy
Taylor Meyer
Council Liaison: Shirley Peel
Staff Liaison: Noah Beals
LOCATION:
City Council Chambers
300 LaPorte Avenue
Fort Collins, CO 80521
The City of Fort Collins will make reasonable accommodations for access to City services, programs, and activities and will make
special communication arrangements for persons with disabilities. Please call 221-6515 (TDD 224-6001) for assistance.
REGULAR MEETING
JUNE 9, 2022
8:30 AM
LAND USE REVIEW COMMISSION
AGENDA
Participation for this hybrid Land Use Review Commission meeting will be available online or by phone, or in
person.
Public Participation (In Person): Individuals who wish to address the Land Use Review Commission in person may
attend the meeting located in City Council Chambers at City Hall, 300 Laporte Ave.
Public Participation (Online): Individuals who wish to address the Land Use Review Commission via remote public
participation can do so through Zoom at https://fcgov.zoom.us/j/95679758616. Individuals participating in the
Zoom session should also watch the meeting through that site.
The meeting will be available to join beginning at 8:15 a.m. on June 9, 2022. Participants should try to sign in prior
to 8:30 a.m. if possible. For public comments, the Chair will ask participants to click the “Raise Hand” button to
indicate you would like to speak at that time. Staff will moderate the Zoom session to ensure all participants have
an opportunity to address the Board or Commission.
In order to participate:
Use a laptop, computer, or internet-enabled smartphone. (Using earphones with a microphone will greatly
improve your audio). You need to have access to the internet. Keep yourself on muted status.
If you have any technical difficulties during the hearing, please email kkatsimpalis@fcgov.com.
Public Participation (Phone): If you do not have access to the internet, you can call into the hearing via phone. The
number to dial is +1 (346) 248-7799 or +1 (669) 900-9128, with webinar ID: 956 7975 8616.
(Continued on next page)
Land Use Review Commission Page 2 May 12, 2022
• CALL TO ORDER and ROLL CALL
• APPROVAL OF MINUTES FROM PREVIOUS MEETING
• CITIZEN PARTICIPATION (Items Not on the Agenda)
• APPEALS FOR VARIANCE TO THE LAND USE CODE
1. APPEAL ZBA220016
Address: 1026 Linden Gate Ct.
Owner/ Petitioner: Andrew Pakiz
Zoning District: L-M-N
Code Section: 3.5.2(F)1
Project Description:
This is a request for two street facing garages on a duplex to not be recessed behind the front façade
of the house or covered porch.
2. APPEAL ZBA220017
Address: 281 Willow St.
Owner: 232 Willow Residences
Petitioner: Kelly Larson, Regional Manager
Zoning District: D
Code Section: 3.8.7.3(E)(Table E)
Project Description:
This is a request to exceed the total sign area for a banner by 90 square feet. The maximum sign area
allowed for a banner is 40 square feet.
The meeting will be available beginning at 8:15 a.m. Please call in to the meeting prior to 8:30 a.m., if possible.
For public comments, the Chair will ask participants to click the “Raise Hand” button to indicate you would like
to speak at that time – phone participants will need to hit *9 to do this. Staff will be moderating the Zoom
session to ensure all participants have an opportunity to address the Committee. Once you join the meeting:
keep yourself on muted status. If you have any technical difficulties during the hearing, please email
kkatsimpalis@fcgov.com.
Documents to Share: If residents wish to share a document or presentation, the Staff Liaison needs to receive
those materials via email by 24 hours before the meeting. Please email any documents to nbeals@fcgov.com.
Individuals uncomfortable or unable to access the Zoom platform or unable to participate by phone are
encouraged to participate in person or by emailing general public comments you may have to
nbeals@fcgov.com. The Staff Liaison will ensure the Commission receives your comments. If you have specific
comments on any of the discussion items scheduled, please make that clear in the subject line of the email and
send 24 hours prior to the meeting.
As required by City Council Ordinance 079, 2020, a determination has been made by the chair after
consultation with the city staff liaison that conducting the hearing using remote technology would be
prudent.
Land Use Review Commission Page 3 May 12, 2022
3. APPEAL ZBA220018
Address: 504 Pearl St.
Owner: Ben & Lindsey Mater
Petitioner: Heidi Shuff, Architect
Zoning District: N-C-L
Code Section: 4.7(D)(3)
Project Description:
This is a request to exceed the allowable floor area on the rear half of the lot by 352 square feet. The
maximum allowed is 731 square feet.
4. APPEAL ZBA220020
Address: 1843 Michael Ln.
Owner/Petitioner: Mike and Kristy Millsaps
Zoning District: U-E
Code Section: 4.2(D)(2)(d); 3.8.19(A)(6)
Project Description:
This is a request for a home addition to encroachment 5 feet into the required 20-foot side setback and
the eave to encroach into the setback.
• OTHER BUSINESS
• ADJOURNMENT
Andrew J Pakiz
Digitally signed by Andrew J Pakiz
DN: C=US, E=andy@pakizconstruction.com,
OU=PAKIZ Construction Management LLC,
CN=Andrew J Pakiz
Date: 2022.05.08 18:13:04-06'00'
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DEVELOPMENT SITE PLAN
EXISTING 3/4" WATER TAP, LINE, AND
METER TO BE REPLACED WITH 1" TO
ACCOMODATE FIRE SPRINKLER
SYSTEM, STREET CUT REQ.23'-4 3/4"43'-0"25'-0"25'-0"
(E) 90.15
(E) 89.85
(E) 90.45
(E) 90.95
(E) 91.32
(E) 91.60
(E) 88.57
(E) 87.78(E) 86.96
(E) 86.19
(E) 4985.40, USED
AS BENCHMARK,
PER RECORDED
GRADING PLAN
(E) 85.41
(E) 85.73
(E) 87.35
(E) 85.93
PROPOSED
SWALE 27' @ 2%PROPOSEDSWALE 76' @ 2%10'-0"10'-0"4'-3"
(P) 89.19 (P) 88.65
(P) 87.45TOP OF
FOUNDATION
4990.59
TOP OF FOUNDATION
4990.59
TOP OF SUBFLOOR
4991.76
TOP OF
GARAGE
SLAB AT
DOOR
90.10
TOP OF
GARAGE SLAB
AT HIGH
POINT 90.59
TOP OF GARAGE
SLAB AT DOOR
87.10
TOP OF
GARAGE SLAB
AT HIGH
POINT 87.87
TOP OF
FOUNDATION
4987.87
TOP OF FOUNDATION 4987.87
TOP OF SUBFLOOR 4989.05
MIN. 10" SLOPE/10'MIN. 10" SLOPE/10'MIN. 10" SLOPE/10'MIN. 10" SLOPE/10'MIN. 10" SLOPE/10'MIN. 10" SLOPE/10'MIN
.
1
0
"
SLOPE
/10
'MIN
.
10
"
SLOPE
/10
'
PROPOSED
SWALE 60' @ 2%
MIN. 10" SLOPE/10'
MIN. 10" SLOPE/10'
(T.O. SLAB)
91.26
2% MIN.2% MIN.2%% MIN
(T.O. SLAB)
90.09
IN.I2% MIN2%M%INMININ%M%M
(T.O. SLAB)
87.37
2% MIN.2% MIN2% M N
DECK
20'-2"
GRADING PLAN
1026 Linden Gate Ct
Lot 6 Lindenmeier Estates PUD
Fort Collins, CO 80524
SCALE: 1" = 20' ON
8 1/2" X 11" PAPER
EXISTING GRADE = (E) XX.XX
PROPOSED GRADE = (P) XX.XX
5/8" DENSGLASS TYPE XSHEATHING AT ALL EXTERIOREXPOSED PORTIONS OF WALLSALONG AREA SEPARATION WALL
1'-1"2'-7"5/8" DENSGLASS TYPE XSHEATHING AT ALL EXTERIOREXPOSED PORTIONS OF WALLSALONG AREA SEPARATION WALL5/8" DENSGLASS TYPE XSHEATHING AT ALL EXTERIOREXPOSED PORTIONS OF WALLSALONG AREA SEPARATION WALL
May 9, 2022
City of Fort Collins Zoning Department
Land Use Review Commission
281 N. College Ave.
Fort Collins, CO 80524
Re: Written Statement for Variance Request
To whom it may concern,
Please accept this statement on behalf of 281 Willow Apartments. We are requesting for a banner
larger than the 40sqft. that is currently allowed, please see reference below:
We are currently not limiting the number of days banners can be displayed, (during non-emergency
ordinance times, all businesses, etc. get 40 days per calendar year to display banners), but they are
required to meet all the other requirements of 3.8.7.3(E)
https://library.municode.com/co/fort_collins/codes/land_use?nodeId=ART3GEDEST_DIV3.8SURE_3.8.7.4N
OSIAD
We would like to have a banner installed at the back of our property on the 5th floor that would give us
exposure to drive by traffic passing along Jefferson Street. The banner we are proposing would be:
Width 390” x Height 48”.
Thank you for your consideration.
Sincerely,
Kelly Larson
Regional Manager
RPM Living
Enclosures: (1) Banner Artwork
NOW LEASING
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City of Fort Collins
Zoning Board of Appeals
Fort Collins, Colorado 80521
Subject property/project: 1843 Michael Lane / Garage addition Permit # B2201984
May 10, 2022
Dear Land Use Review Commission members,
We have lived at 1843 Michael Lane since 2003. It is a great neighborhood where the houses are not on
top of each other. All of our neighbors have a t half an acre or more. Our house is situated on 1.95 acres
and we also own the contiguous 1.0 acre lot to the southwest.
Senior Zoning Inspector Rob Bianchetto noted in his initial review of our site plan that we show only 17’
to the end of the west wall of our proposed garage addition. The side setback provided by Mr.
Bianchetto is 20’, thus a 3’ encroachment into the west side setback.
Senior Zoning Inspector Missy Nelson also reviewed the request and noticed that the original plat noted
a 25’ setback. We were able to work through a right-of-way vacation that had been recorded previously
since we also own parcel 9722205023 to the west, thus allowing for further discussion with options.
The zoning district is Urban Estate (UE).
It is our intent to request approval of our initial design as submitted, as this neighborhood is all small
acreages and we have full support from our neighbors to the west regarding this request.
We do not believe this request will diverge from the Land Use Code standards except in a nominal,
inconsequential way when considered in the context of the neighborhood as noted above and word for
word in the application for variance documentation.
Thank you for your consideration.
Peterson Design4921 Sandstone Dr.Ft. Collins, CO 80526970-223-2400Millsapps Garage1843 Michael LaneFt. Collins, CO 80524A-Date:Rev:May 21, 20185'-0"217'5.28"N 89°28'00" W271'3.96"S 15°30'00" E157'4.08"S 88°06'30" E97'6.36"S 0°23'00" E73'6.48"S 89°35'00" E125'0"
N 89°37'00" E478'.12"N 0°23'00" WTangent Length Radius2'8.119"12'1.2"15'0"4'6.053"118'10.2"50'0"2'8.119"12'1.2"15'0"4'6.053"118'10.2"50'0"83'1.68"N 0°23'00" E33'4.2"N 89°37'00" E
Site PlanScale: 1" = 20 ft11-5'-2 1/2"-1'-2 1/2"-0'-7"relocated 14' stl gate-1'-0"0'-0"0'-0"-2'-0"48'-7 1/8"-1'-0"exist'g conc drivenew conc driveADDITION-5'-3'-4'-1'-2'-6'-7're-workexist'g deckas req'dExist'g Housefin flr = +1'-8"CODE INFORMATIONZoning = Urban EstateDesign wind speed: Vult = 129 mphDesign snow load = 30 psfGENERAL NOTES1.General Contractor shall verify and coordinate all information shown on these plans. Notify Architect immediately of any and all discrepancies, errors or omissions, before work begins.2.Construction shall comply with all applicable national, state, and local codes and ordinances.3.General Contractor shall verify all dimensions in the field prior to ordering or fabricating materials.4.General Contractor shall be responsible for ensuring compliance with 16 CFR 1201.5.General Contractor shall be responsible for the application for and payment of all fees, permits, licenses, etc. required for the proper execution of this work. 6.General Contractor shall be responsible for the coordination of all Construction activities, including any design/build provisions for mechanical, plumbing, and electrical systems: all engineered systems shall be by design/build contractors.7.General Contractor is responsible for all means, methods, techniques, sequences, and procedures necessary to accomplish the construction, including all temporary protection measures and job site safety.8.General Contractor shall be responsible for providing a complete and functional installation in all respects, together with all accessories necessary for a complete installation, whether shown or not, but reasonably inferable from the drawings and specifications.9.Interior finish items and accessories shall be provided at the direction of the Owner.10.All handling, storage and installation of materials and building products shall be in strict accordance with the manufacturer's recommendations.11.General Contractor shall guarantee all workmanship, products and materials for a period of one year following completion.STRUCTURAL NOTES1.All lumber shall be Hem-Fir #2 or better, kiln-dried to 17% maximum moisture content.2.All wood structural framing shall have appropriate metal tie-down anchors throughout.3.All wood in direct contact with concrete or CMUs shall be pressure-treated to resist decay, using ACQ or copper azole products (CCA is not acceptable).4.Fasteners used in contact with pressure-treated wood shall be hot-dip galvanized, conforming with ASTM-A153.5.All concrete shall be 3,000 psi.6.All foundation walls shall be 8” min. thickness, and extend a minimum of 30” below finish grade. All footings shall bear on undisturbed soil, on bedrock, or on crushed rock fill, compacted in 12" lifts to 95% standard Proctor maximum dry density (ASTM D698) between optimum and 3% above optimum moisture content.7.All structural steel shall be A36.8.All exterior sheathing shall be 5/8" thick OSB.ARCHITECTURAL NOTES1.FV = field verifyUNO = unless noted otherwise2.All exterior wall dimensions are to face of concrete, or face of brick.3.All interior dimensions are to centerline of stud, UNO.4.All exterior wall studs are 2x6.5.All interior wall studs are 2x4, UNO.6.Place a dollup of sealant in base of joist hangers before seating joists.7.All rigid insulation shall be closed-cell foam.8.Provide 4”ø foundation drains wrapped in geotextile fabric; drain to daylight.17'-0"(from survey)building setback line5'-0"20'-0"20'-0"15'-0"5'-0"5'-0"
5'-0"20'-0"1
Peterson Design4921 Sandstone Dr.Ft. Collins, CO 80526970-223-2400Millsapps Garage1843 Michael LaneFt. Collins, CO 80524A-Date:Rev:May 21, 201826'-0"43'-8 1/2"10'-1 1/4"32'-0"3'-4"9'-4"1'-0"9'-4"5'-0"3'-4"8"MOMOMO-5'-2 1/2"gar flr elev = 0flr elev = -1'-0"flr elev = 0'-0"25'-0"-3'-6"-1'-2 1/2"edge of conc exist'g driveway2'-0"6'-0"5'-4"6'-0"5'-4"6'-0"5'-4"5'-0"6'-0"4'-0"6'-0"5'-0"1'-8"new conc drivewayDN 2 R @ 6"elev = 0-1'-0"-1'-0"-1'-10 1/2"-1'-5 1/2"edge ofroof above6'-4"1'-4 1/2"-1'-0"Exist'g Housefin flr = +1'-8"11"11"4'-4"4'-4"dn 3R14143 @ 1-3/4” x 9-1/2” 2.0E Microllam LVL34support new beam on exist'g wd stud wallRoof Framing PlanScale: 1/4" = 1'-0"12Floor PlanScale: 1/4" = 1'-0"22roof trusses @ 24" OCgirder truss supports ridge bm @ overfamingridge bd btwn trusses2x10 over-framed rafters @ 24" OC1-3/4” x 14” 2.0E Microllam LVL ridge bmover-framed 2x4 wd br'g wall24244
Peterson Design4921 Sandstone Dr.Ft. Collins, CO 80526970-223-2400Millsapps Garage1843 Michael LaneFt. Collins, CO 80524A-Date:Rev:May 21, 201843'-8 1/2"2'-0"6'-0"5'-4"6'-0"5'-4"6'-0"5'-4"6'-0"1'-8 1/2"5'-0"6'-0"4'-0"6'-0"5'-0"32'-0"8"3'-4"5'-0"9'-4"1'-0"9'-4"3'-4"MO MO MOasph shingles to match exist'gbrick to match exist'gbrick ledge elev = -4'-3 1/4"brick ledge elev = -4'-11 1/4"9'x 9' OH dr9'x 9' OH drbrick ledge elev = -1'-1 5/8"brick ledge elev = -3'-9 1/4"FV new fin grade3'-0"+-(2'-6" min)6'-4"+-(6'-10" max)26'-0"top of wall = -1'-0"Garage floor Elev-1'-0"brick ledge elev = -3'-9 1/4"brick ledge elev = -4'-3 1/4"brick ledge elev = -4'-11 1/4"brick ledge elev = -3'-9 1/4"Garage floor Elev-1'-0"Garage floor Elev0'-0"Garage floor Elev0'-0"Garage floor Elev0'-0"Garage floor Elev-1'-0"2'-6"2'-6"House floor Elev1'-8"MOMO MO MOMOMOasph shingles to match exist'gexist'g roofnew roofexist'g wallnew walldryer vent & hose bibb remainbrick to match exist'gbrick to match exist'gbrick tomatchexist'gABCCCCCEXTERIOR DOOR & WINDOW SCHEDULE (all are clad-wood UNO)IDsizeoperationcommentsA3'-0"x 6'-8"side-swing doorinsulated entry doorB6'-0"x 7'-0""french bi-part doorglass door w/ low-profile thresholdC6'-0"x 5'-10"slider window3match exist'g roof ridgematch exist'g roof ridgematch exist'g fascia & soffitmatch exist'g fascia & soffitNorth ElevationScale: 1/4" = 1'-0"33South ElevationScale: 1/4" = 1'-0"13West ElevationScale: 1/4" = 1'-0"23gable end ventcem bd siding to match exist'g
Peterson Design4921 Sandstone Dr.Ft. Collins, CO 80526970-223-2400Millsapps Garage1843 Michael LaneFt. Collins, CO 80524A-Date:Rev:May 21, 20182 @ 1-3/4” x 9-1/4” 2.0E Microllam LVL + 2" rigid insulhouse fin flr1'-4 1/2"vert jt weeps @ 16" OC @ headerOH drcompacted struct'l fillapproximate exist'g grade3'-3"flashing over angle; tuck under WRBL3.5x 3.5x.25 brick ledge angle @ header, typsealant over 1/4" exp filler9'-0"1'-8"1'-0"6" crushed rock base4" conc SOG4" blockout for SOG @ OH doorscollar jt grouted solid @ conc fndtn wallbrick: coursing & style to match exist'g3'-6"brick: coursing & style to match exist'g7/8" air spacevert jt weeps @ 16" OCthru-wall flashingWRB on 1/2" OSB sheathing2x6 wd studs @ 16" OCsloping brick sillasph shingles to match exist'g1/2" OSB roof sheathingwd truss @ 24" OC w/ overhanging top chord, by truss manufctrsoffit to match exist'gmtl roof edge flashingice & water shield6'-0"2 @ 1-3/4” x 9-1/4” 2.0E Microllam LVL + 2" rigid insulclad wd slider windows (selection by Owner)mortar deflection devicebrick ties @ 16" OC both ways2'-6"BOF = -7'-7 5/8"BOF = -4'-6"brick ledge elev varies: see elevationsPT 2x6 sill plate on sill-seal1/2"ø anchor bolts w/ BP1/2-3washer @ 32" OC6x6/10-10 WWF8"1'-0"Garage floor Elev-1'-0"1'-0"see elev's for brick ledges1/2" gyp bd#4s @ 24" OC vertfndtn drain wrapped w/ geo-fabric; drain to daylight2@ #4s top & bottdampproofing, typinsul baffleice & water shield6'-0"3 @ 1-3/4” x 9-1/2”2.0E Microllam LVL 2x4 wd studs @ 24" OC,align w/ roof rafterssoffit to match exist'gwd blk'g btwn raftersnew valley flashing2x10 overframed rafters @ 24" OCexist'g house const(45º section cut)Building Section @ TrussesScale: 1/2" = 1'-0"14ice & water shield6'-0"wd blk'g btwn raftersnew valley flashing2x10 overframed rafters @ 24" OCexist'g house constinsul baffle2x4s @ 24" OC9'-5"Truss Bearing+9'-5"Floor Elev0'-0"#4s @ 24" OC vert2@ #4s top & bottBuilding Section @ Ridge BeamScale: 1/2" = 1'-0"24demo exist'g roof overhangBuilding Section @ Over-framed Bearing WallScale: 1/2" = 1'-0"34wd blk'g btwn trusses2x8 ledger on exist'g wall1-3/4” x 14” 2.0EMicrollam LVL ridge bmrake edge mtl trim1'-0"2x8 fascia bd2x6 fafters @ 24" OC2x4 ledger bd2x4 soffit joists @ 24" OCtrusses @ 24" OCBuilding Section @ End WallScale: 1/2" = 1'-0"41/2" gyp bd closure @ removed overhangblk'g btwn studsTruss Bearing+9'-5"Beam Bearing+8'-8 3/8"Truss Bearing+9'-5"4mtl flashingmtl roof edge flashing8" cem bd siding (match exist'g)
25'-4"43'-412"32'-0"9'-1012
"4'-0"
4'-0"14'-8"14'-4"14'-412"4'-0"12'-8"12'-8"
CF-16 CF-12CF-14
CF-123'-0"9'-4"1'-0"9'-4"5'-0"3'-4"1'-0"1'-412"6'-4"6'-8"3'-5"2'-6"VOID3'-5"3'-5"2'-6"VOID3'-5"S1.0CTL THOMPSONPROJECT LOCATION:CLIENT:contact:DATE:
PROJECT #
SCALE:
PER PLAN
DESIGN/CHK:
DRAWN:REVISION/ISSUEDATENO.1THESE DRAWINGS AND ACCOMPANYINGSPECIFICATIONS, AS INSTRUMENTS OF SERVICEARE THE EXCLUSIVE PROPERTY OF THEENGINEER AND THEIR USE AND PUBLICATIONSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY WERE PREPARED. REUSE,REPRODUCTION OR PUBLICATION BY ANYMETHOD IN WHOLE OR IN PART IS PROHIBITEDEXCEPT BY WRITTEN PERMISSION FROM THEENGINEER. TITLE TO THESE PLANS ANDSPECIFICATIONS SHALL REMAIN WITH THEENGINEER WITHOUT PREJUDICE, AND VISUALCONTACT WITH THEM SHALL CONSTITUTE PRIMAFACIE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS.COPYRIGHTCTL | THOMPSON, INCORPORATEDALL RIGHTS RESERVED.CTL I THOMPSON INCORPORATED400 North Link LaneFort Collins, CO 80524P:970-206-9455F:970-206-9441www.ctlt.com134 FISHBACK AVENUEFORT COLLINS, COLORADODAN FRY970-492-5566DTH
DTH
FC10407.000
04/22/2022 MILLSAPPS GARAGE ADDITIONFORT COLLINS, COLORADOFISHBACK BUILDERSSHEET NUMBER:
3OF SHEETS231843 MICHAEL LANEFOUNDATION PLANFOUNDATION PLAN
SCALE 1/4" = 1'-0"CLIENT:2x6 SILL
PLATE, U.N.O.
24x24x8 1
4" CONCRETE SLAB W/
6x6-W1.4-W1.4 WWF OVER
4" CLEAN GRAVEL
GARAGE
D1
A
D1
A
X
NUMBER SIGNIFIES WIDTH
OF 8" DEEP CONTINUOUS FOOTING
FOUNDATION LEGEND
CF-16
TOP OF PAD EQUAL BOTTOM OF SLAB, UNLESS
SHOWN OTHERWISE.
PROVIDE "J" DOWELS TO MATCH WALL
REINFORCEMENT ABOVE
#4 BARS @ 12" ON- CENTER EACH
WAY. 312" FROM BOTTOM IN DEPTH OF
PADS.
FOOTINGS 26" AND WIDER ADD (3) #4 CONT. &
(1) #4 TRANS. @ 24" O.C.THICKNESSWIDTH
LE
N
G
T
H
XW TL
NOTES*
HOLDDOWN (HD) SCHEDULE
HD #MANUF. / MODEL
1
HD'S AS SHOWN ARE IN APPROXIMATE LOCATIONS.
FIELD LOCATE HD'S AT CORNERS, EDGE OF OPENINGS
ABOVE, OR ENDS OF REQUIRED SHEAR WALLS (SEE
ARCH PLANS FOR DIMENSIONS)
SYMBOL
SIMPSON STHD14
OR STHD14RJ
EXISTING GARAGE
TO REMAIN
EXISTING RESIDENCE
TO REMAIN
D1
B
D1
C
D1
C
D1
B
D1
B
D1
C
24x24x8
24x24x8
D1
E
D1
D
NOTE:
OTHER OBSERVATIONS MAY
BE REQUIRED BY THE LOCAL
JURISDICTION OR OTHER
ENGINEERS WORKING ON
THIS PROJECT.
RECOMMENDED OBSERVATIONS:
FOUNDATION REINFORCEMENT
FOOTING FORMWORK & SUBGRADE
OPEN-HOLE / SOIL VERIFICATION
RECOMMENDED QUALITY ASSURANCE OBSERVATIONS
CTL
CTL
CTL
OBSERVATION PERFORMED BY:
Soils: Assumed per 2018 IRC Table R401.4.1 and to be verified
at Open-hole by CTL I THOMPSON.
Assumed allowable bearing pressure:
Max. 1,500 psf
1
DROP T.O.W.
AT DOOR, TYP
FOOTING
STEP
SLAB STEP
D1
F
CTL THOMPSONPROJECT LOCATION:CLIENT:contact:DATE:
PROJECT #
SCALE:
PER PLAN
DESIGN/CHK:
DRAWN:REVISION/ISSUEDATENO.1THESE DRAWINGS AND ACCOMPANYINGSPECIFICATIONS, AS INSTRUMENTS OF SERVICEARE THE EXCLUSIVE PROPERTY OF THEENGINEER AND THEIR USE AND PUBLICATIONSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY WERE PREPARED. REUSE,REPRODUCTION OR PUBLICATION BY ANYMETHOD IN WHOLE OR IN PART IS PROHIBITEDEXCEPT BY WRITTEN PERMISSION FROM THEENGINEER. TITLE TO THESE PLANS ANDSPECIFICATIONS SHALL REMAIN WITH THEENGINEER WITHOUT PREJUDICE, AND VISUALCONTACT WITH THEM SHALL CONSTITUTE PRIMAFACIE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS.COPYRIGHTCTL | THOMPSON, INCORPORATEDALL RIGHTS RESERVED.CTL I THOMPSON INCORPORATED400 North Link LaneFort Collins, CO 80524P:970-206-9455F:970-206-9441www.ctlt.com134 FISHBACK AVENUEFORT COLLINS, COLORADODAN FRY970-492-5566DTH
DTH
FC10407.000
04/22/2022 MILLSAPPS GARAGE ADDITIONFORT COLLINS, COLORADOFISHBACK BUILDERSSHEET NUMBER:
3OF SHEETS231843 MICHAEL LANEROOF FRAMING PLANS1.1ROOF FRAMING PLAN
SCALE 1/4" = 1'-0"
MAIN ROOF
OUTLINE
(3) 2x6 IN
EXISTING WALL
HEADER SCHEDULE
HEADER SIZE MATERIAL
(1) 2x2-2X8 HF #2
2-1 3/4"x9 1/2"LVL (2) 2x
LSL OPTION
HF28
LVL210
31
2" X 51
2"
N/A
# OF TRIMMER STUDS PER
SIDE UNLESS NOTED
OTHERWISE ON PLANS
(1) 2x2-2X12 HF #2HF212 31
2" X 111
2"
KING STUD SCHEDULE
OPENING WIDTH
FROM
(1) 2x12"
TO
7'-0"
7'-0"14'-0"
14'-0"17'-0"
(2) 2x
(3) 2x
# OF KING STUDS PER
SIDE UNLESS NOTED
OTHERWISE ON PLANS
T=NUMBER OF TRIMMER STUDS EACH SIDE
K=NUMBER OF KING STUDS EACH SIDE
#T,#
K
NOTES*
HOLDDOWN (HD) SCHEDULE
HD #MANUF. / MODEL
1
HD'S AS SHOWN ARE IN APPROXIMATE LOCATIONS.
FIELD LOCATE HD'S AT CORNERS, EDGE OF OPENINGS
ABOVE, OR ENDS OF REQUIRED SHEAR WALLS (SEE
ARCH PLANS FOR DIMENSIONS)
SYMBOL
SIMPSON STHD14
OR STHD14RJ
1. ALL EXTERIOR SHEATHING VERTICAL EDGES SHALL FALL UPON STUDS PER STRUCTURAL NOTES SPACED 16" O/C TYP(SEE PLAN).
2. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING EXCEPT WHERE WAIVED BY THE
INSTALLATION REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIAL SHOWN ABOVE.
3. EXTERIOR WALL PANEL SOLE PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE CONNECTED TO
THE FRAMING ABOVE IN ACCORDANCE WITH IRC TABLE 602.3 (1)
4. WHERE JOISTS ARE PERPENDICULAR TO INTERIOR BRACED WALL LINES ABOVE, BLOCKING SHALL BE PROVIDED UNDER AND
IN-LINE WITH THE BRACED WALL PANELS.
5. WHERE JOISTS ARE PARALLEL TO THE INTERIOR BRACED WALL LINES ABOVE DOUBLE JOISTS SHALL BE INSTALLED UNDER AND
IN-LINE WITH THE BRACED WALL LINE ABOVE.
6. ATTACH BOTTOM PLATE OF INTERIOR WIND SHEAR WALLS TO BLOCKING/BEAMS WITH (3) 16d COMMON NAILS AT 16" (in.) O.C. (OR
(1) 16d COMMON NAIL AT 5" (in.) O.C.)
BRACED WALL PANEL SCHEDULE - STUDS @ 16"
NOTES:
BLOCKED?DESIGNATION
ALL EXTERIOR
UNLESS NOTED
OTHERWISE
OSB or PLYWOOD
EXTERIOR ONLY (NOTE 2)
7/16"YES 8d COMMON
16 ga 1 3/4" STAPLES
SHTH. THICKNESSWALLRATED STRUC.
SHEATHING TYPE EDGES
HORIZONTAL
MINIMUM
CONNECTOR TYPE
(OR EQUAL)
12"6"
6"3"
FIELD SPACINGEDGE SPACING
INDICATES SIMPSON HOLD-DOWN STRAP.
ATTACH PER DETAILS.
INDICATES SIMPSON FLAT STRAP. EXTEND TO
BEAM OR WALL BELOW.
HANGER SCHEDULE
CONNECTION LOCATION CONNECTOR
I-JOIST TO FLUSH WOOD BEAM IUS-SERIES
(2) I-JOIST TO FLUSH WOOD BEAM IUS-SERIES
SAWN JOIST TO FLUSH WOOD BEAM LUS-SERIES
(1)-LVL TO FLUSH WOOD BEAM HU-SERIES
(2)-LVL TO FLUSH WOOD BEAM HHUS-SERIES
(3)-LVL TO FLUSH WOOD BEAM HHUS-SERIES
I-JOIST RAFTER TO RIDGE BEAM LSSR OR
HU*-SERIES
SAWN RAFTER TO RIDGE BEAM LSSR OR
HU*-SERIES
WOOD POST TO FOUNDATION ABU-SERIES
WOOD POST TO BEAM ABOVE BC-SERIES
I-JOIST TO FLUSH STEEL BEAM ITS-SERIES
(2) I-JOIST TO FLUSH STEEL BEAM BA-SERIES
(1)-LVL TO FLUSH STEEL BEAM ITS-SERIES
(2)-LVL TO FLUSH STEEL BEAM BA-SERIES
(3)-LVL TO FLUSH STEEL BEAM HB-SERIES
DECK PSL TO WOOD COLUMN HUCQ-SERIES
* - THIS HANGER MAY BE SPECIAL ORDER FOR THE
APPLICATION LISTED ABOVE.
NOTE: FOR EXTERIOR APPLICATIONS WHERE ACQ
TREATED LUMBER WILL BE USED, ALL HANGERS MUST
HAVE ZMAX CORROSION PROTECTION.
TRUSSES:
·UNLESS NOTED OTHERWISE, TRUSSES SHOWN ON LAYOUT ARE DESIGNED AND
SUPPLIED BY TRUSS MANUFACTURER.
·TRUSS LAYOUT IS SCHEMATIC AND INDICATES LOAD PATHS. TRUSS SPACING IS
TO BE DETERMINED BY MANUFACTURER, WITH A MAXIMUM ALLOWABLE SPACING
OF 24" O.C.
·PROVIDE LATERAL BRACING AND GABLE END BRACING PER TRUSS SUPPLIER'S
DRAWINGS AND STANDARD DOCUMENTS REFERENCED IN "BRACING" SECTION OF
IRC CHAPTER 8.
·IF TRUSS LAYOUT DEVIATES FROM LAYOUT SHOWN, CONTACT CTL THOMPSON
PRIOR TO CONSTRUCTION.
·TRUSS BRACING AND BLOCKING PER MANUFACTURER.
·FOR COORDINATION PURPOSES, CTL MAY DESCRIBE TRUSSES AS "MONO" OR
"SCISSOR". A DEVIATION IN THE TRUSS PROFILE IS ALLOWED IF THE TRUSS
LOADING DOES NOT CHANGE BECAUSE OF THE PROFILE.
·ALL TRUSSES ARE ASSUMED TO NOT HAVE ANY HORIZONTAL THRUST DUE TO THE
TRUSS SHAPE. IF THE STRUCTURAL DESIGN OF THE WALLS REQUIRES
RESISTANCE TO TRUSS THRUST, A RE-DESIGN MAY BE REQUIRED.ENGINEERED ROOFTRUSSES @ 24" O.C.NEW 2x10 RAFTERS@ 24" O.C.EXISTING 2x6
RAFTERS
@ 24"
O.C. T
O
RE
MAINEXISTING RID
GE
BEAMHF212HF28(3) 9 12" LVL(1) 14" LVLHF212HF212LVL210HF28 HF28
HF28GIRDER TRUSS
BY OTHERS
EXISTING ROOF
OUTLINE
HF28SEE NOTE 1
AT RIGHT
EXISTING WALL
2x4 BEARING WALL AT
OVERFRAMING. BEAR ON
EXISTING RAFTERS W/ (2)
16d NAIL MIN TO EACH
RAFTER
(3) 2x6
I
N
EXISTI
N
G
W
A
L
L
2x10 SLEEPERD1
J
MONO TRUSSES
@ 24" O.C.
CANTILEVER
RAFTERS 3'-3" MAX LVL2102x6 LEDGE @
TOP & BTM
CHORD
D1
K
NOTE 1:HANG RIDGE BEAM TO TRUSS
W/ SIMPSON HUC-SERIES HANGER.
TRUSS DESIGNER TO DESIGN TRUSS
FOR POINT LOAD AT THIS LOCATION:
D=1,300 lbs
S= 2,700 lbs
CONSTRUCT PONY
WALL TO BOTTOM OF
NEW RAFTERS, TYP
2x10
S
L
E
E
P
E
R
CTL THOMPSONPROJECT LOCATION:CLIENT:contact:DATE:
PROJECT #
SCALE:
PER PLAN
DESIGN/CHK:
DRAWN:REVISION/ISSUEDATENO.1THESE DRAWINGS AND ACCOMPANYINGSPECIFICATIONS, AS INSTRUMENTS OF SERVICEARE THE EXCLUSIVE PROPERTY OF THEENGINEER AND THEIR USE AND PUBLICATIONSHALL BE RESTRICTED TO THE ORIGINAL SITE FORWHICH THEY WERE PREPARED. REUSE,REPRODUCTION OR PUBLICATION BY ANYMETHOD IN WHOLE OR IN PART IS PROHIBITEDEXCEPT BY WRITTEN PERMISSION FROM THEENGINEER. TITLE TO THESE PLANS ANDSPECIFICATIONS SHALL REMAIN WITH THEENGINEER WITHOUT PREJUDICE, AND VISUALCONTACT WITH THEM SHALL CONSTITUTE PRIMAFACIE EVIDENCE OF ACCEPTANCE OF THESERESTRICTIONS.COPYRIGHTCTL | THOMPSON, INCORPORATEDALL RIGHTS RESERVED.CTL I THOMPSON INCORPORATED400 North Link LaneFort Collins, CO 80524P:970-206-9455F:970-206-9441www.ctlt.com134 FISHBACK AVENUEFORT COLLINS, COLORADODAN FRY970-492-5566DTH
DTH
FC10407.000
04/22/2022 MILLSAPPS GARAGE ADDITIONFORT COLLINS, COLORADOFISHBACK BUILDERSSHEET NUMBER:
3OF SHEETS231843 MICHAEL LANEDETAILS AND NOTESD1
A - TYPICAL FOUNDATION WALL C - TALL FOUNDATION WALL
D - NEW TO EXISTING WALL TIE-IN
EXTERIOR SHEATHING
REQUIREMENTS PER
WALL SCHEDULE
HOLD-DOWN STRAP
PER PLAN SEE MANUF.
SPEC'S FOR
INSTALLATION
CONCRETE FDN.
WALL PER PLAN
MINIMUM 2 STUDS AT
HOLD DOWN FOR
ATTACHMENT
H - FOOTING VOID FORMG - HOLD DOWN STRAP
CONCRETE & SOILS NOTES
DROP T.O.W. AT
DOOR OPENINGS
AND POUR SLAB
OVER FDN. WALL.30" MINVARIES2" CLR.8"PER
PLAN
SLOPE
CONCRETE SLAB PER
PLAN
ANCHOR BOLTS PER
GENERAL NOTES
COMPACTED BACKFILL
PER GENERAL NOTES
8" THICK CONCRETE WALL
WITH (2) #4 BARS TOP &
BOTTOM (8" MAX FROM
T.O.W. OR B.O.W.)
CONCRETE FOOTING
PER PLAN FULL HEIGHT6"
(1) #4 VERTICAL BAR @
48" O.C. THUS, (ALT.
HOOK DIRECTION)48" MAX.1. Materials:
This plan is based upon the following material properties:
3. Soils:
4. Slabs-on-grade:
5. Backfill:
We require an open-hole observation be performed by a representative of a qualified
geotechnical engineer. Open-hole observations are to verify that the soil conditions are
consistent with the assumed soils. Soils conditions inconsistent with the assumed soils
may require additional evaluation or a foundation redesign, and should be brought to the
attention of the foundation engineer. All footings shall be a minimum of 30" (in) below
grade, or per local code, and should bear upon undisturbed native soils.
Reinforcing shall be deformed grade 60 steel unless noted otherwise
(U.N.O.) on the plan and shall conform to ASTM A615. Minimum
concrete cover shall be 2" (in) U.N.O. on the plan. Overlaps shall be
40 bar diameters but not less than 24" (in). Detail reinforcing bars in
accordance to the ACI detailing manual and ACI code, latest edition.
All foundation wall reinforcement should be wired in place. Slab and
footing reinforcement shall utilize chairs or other acceptable methods
to achieve the required cross section location.
Anchor
Bolts:
Reinforcing:
Concrete:
We recommend foundation walls not be backfilled for a minimum of eight days after
placement of concrete. Prior to backfilling, damp-proofing all foundation walls that retain
earth and enclose interior spaces, as required by local code. All floor systems should be in
place before backfilling against any foundation wall, or as an alternative, adequately brace
the foundation. We recommend imported granular (non-expansive) structural fill be used
for backfilling around all foundation walls and beneath all slab-on-grade areas for sites
where expansive soils are prevalent. In lieu of imported granular fill, the onsite soils could
be used for backfill if the material and compaction process is acceptable to the
geotechnical engineer. Backfill should be adequately compacted and graded to provide
adequate drainage away from the foundation. Provide code specified separation from top
of wall to finished grade. Backfill adjacent to the foundation may settle over time. The
backfill must be monitored and maintained to provide adequate drainage away from the
foundation.
All fasteners and connectors in contact with pressure treated lumber
shall be G185 hot-dip galvanized, type 304 stainless steel or type 316
stainless steel.
Fasteners
and
connectors:
We recommend any areas with slab-on-grade type construction placed upon expansive
soils not be finished. Provide control joints at 10'-0" on center maximum. Exterior
slabs-on-grade should not be doweled to the foundation unless specifically noted
otherwise on plans.
Foundation anchor bolts shall conform to ASTM A307 and be 1/2" (in)
diameter by 10" (in) long spaced at 4'-0" maximum and 12" (in) from
corners and splices. We recommend using engineered sill plate
material.
Concrete shall contain Type II cement, 6%+/-1.5% air entrainment, and
a minimum 28 day compressive strength of 4000 psi for structural
concrete, 3500 psi for interior slabs on grade, and 4500 psi exterior
slabs on grade.
6. Limitations:
It is the contractors/owners responsibility to verify and coordinate all dimensions prior to
construction. These plans are based on the architects and/or contractor/owner
furnished plans and the above referenced specifications. Any discrepancies or changes
should be brought to the attention of the engineer.
Cardboard void form shall be of appropriate strength for wall and slab
construction. Wall void shall not be used for support of structural slabs.
Void Form:
TYPICAL CORNER - TOP VIEW24"TYP.2" CLR.
TYP.
24"x24" REBAR
HOOKS TO MATCH
HORIZONTAL
REBAR
24"TYP.2" CLR.
TYP.
24"x24" REBAR
HOOKS INTO
OUTER FACE
OF
CONTINUOUS
WALL 24"
TYP.
TYPICAL INTERSECTION -
TOP VIEW
TYPICAL REINFORCING AT WALL CORNERS / INTERSECTIONS
24"
TYP.
E - TYPICAL REINFORCING
8"PER
PLAN4"FDN WALL
PER PLANS
FOOTING
VOID
PER
PLANS
24" MIN 6"
PLAN VIEW
NEW FDN. WALL AND
REINFORCING PER
PLANS AND DETAILS
EXISTING FDN. WALL
DRILL & EPOXY #4 BAR
TO MATCH NEW WALL REINF.
MIN.EMBEDMENT 6" INTO
EXISTING, 24" MIN INTO NEW FDN
WALL.
6"
B - TYPICAL COUNTERFORT36"6"
CONC. FTG. PER PLAN
W/ 2 #4 BAR DOWELS
THUS,8"PER
PLAN 8"2"
TYP.
PER
PLAN3"CLEAR1'-4"MAX6'-0" MAX4'-0" MIN.SLOPE
ANCHOR BOLTS PER
GENERAL NOTES
COUNTER-FORT PER PLAN
W/ #4 BARS @ 12" (IN) O.C.
EACH WAY. CENTER REINF.
IN WALL & HOOK HORIZ.
STEEL 24" (IN) TO
BASEMENT FDN WALL
(ALTERNATE)
TALL FDN SEE DETAIL C VARIESDROP T.O.W. AT
DOOR OPENINGS
AND POUR SLAB
OVER FDN. WALL.30" MINVARIES2" CLR.8"PER
PLAN
SLOPE
CONCRETE SLAB PER
PLAN
ANCHOR BOLTS PER
GENERAL NOTES
COMPACTED BACKFILL
PER GENERAL NOTES
8" THICK CONCRETE WALL
WITH (2) #4 BARS TOP,
MIDDLE & BOTTOM (8" MAX
FROM T.O.W. OR B.O.W.)
CONCRETE FOOTING
PER PLAN FULL HEIGHT6"
(1) #4 VERTICAL BAR @
48" O.C. THUS, (ALT.
HOOK DIRECTION)6'-0" MAX.GARAGE SLAB
EXISTING RAFTER
NEW RAFTERS PER
PLAN
NEW 2x10 SLEEPER. NAIL
TO EXISTING RAFTERS W/
(3) 1 4"x5 12" SDWS SCREWS
PER RAFTER
ATTACH NEW RAFTERS TO
SLEEPER W/ SIMPSON A35
CLIP
NEW RIDGE BEAM OR
2x4 WALL PER PLAN
J - NEW RAFTER TO EXISTING
2. Framing:
Wood:
Walls:
Misc:
Roof:
All framing shall be in accordance with the provisions of 2018 IRC. All
connections or members not shown are per code or the general
contractor/owner. All manufactured wood products shall be installed per the
manufacturers specifications. Refer to the code for additional requirements.
All wood in contact with concrete shall be pressure treated or redwood.
Provide solid blocking to transmit all point loads continuous to the foundation
as necessary.
Roof sheathing shall be 15/32" (32
16 span rating) O.S.B. or better with 8d @ 6"
on-center edges, 12" on-center field, over engineered trusses by others. For
truss attachment and bracing refer to the truss manufacturers
recommendations. All rafters bearing on a beam shall be attached with a
Simpson H2.5A clip
Dimensional lumber rafters are hem-fir #2 unless noted otherwise.
All exterior wall framing shall be 7/16" Structural rated OSB sheathing over 2x6
HF#2 @ 16" on-center unless noted otherwise. Sheathing shall be attached
per the braced wall panel schedule.
Built up columns are 3-2xwall thickness HF#2 or better unless noted otherwise
on the plans.
All dimensional lumber shall be Hem Fir #2 or better unless noted on the plan.
All Laminated Veneer Lumber (LVL) is 13 4" thick x depth shown on plans and
shall have an allowable Flexural stress Fb = 2600 psi and Modulus of Elasticity
of E = 1.9x10E6 psi or better. All Laminated Strand Lumber (LSL) is 13 4" thick
by depth shown on plans and shall have an allowable Flexural stress Fb =
2325 psi and Modulus of Elasticity of E = 1.55x10E6 psi or better. Glued
Laminated Lumber shall have an allowable Flexural stress Fb = 2400 psi and
Modulus of Elasticity of E = 1.8x10E6 psi or better.
If there are 20 percent of overdriven nails in sheathing, then sheathing must be
renailed with proper gun pressure not to break surface of sheathing.
Wall sheathing must not break at wall top or bottom plates, instead break at
middle of rim or 12" below wall top plate.
K - TRUSS ATTACHMENT AT LEDGER
8" MIN 1'-0"24" x FULL DEPTH
#4 DOWEL BARS
@ 24" O.C.
LOWER SLAB
PER PLAN
UPPER SLAB
PLAN. THICKEN
EDGE AT STEP
ADD (2) ADDITIONAL
#4 BARS AT BOTTOM
OF THICKENED EDGE
F - SLAB STEP 4"1'-4"2x6 LEDGERS, ATTACHED WITH
(2)-SIMPSON SDWS 14"x512"
SCREWS AT 16" O.C.
48" LONG CS20 STRAP RUN
ALONG TOP CHORD OF EACH
TRUSS AND BETWEEN LEDGER
AND WALL.
ENGINEERED MONO TRUSS BY
OTHERS
2x6 SUB FASCIA
CONTINUOUS, NO SPLICE
LS50 AT EACH TRUSS TO
EACH LEDGER
TOP/BOTTOM AS SHOWN.
1
Kory Katsimpalis
From:Zoning
Sent:Thursday, May 26, 2022 11:07 AM
To:Missy Nelson; Zoning
Subject:FW: [EXTERNAL] Re: 1843 Michael Lane Garage Addition Permit #B2201984 Email #3
Not sure if they need to provide anything else for their LURC
. . . . . . . . . . . . . . . . . .
ROB BIANCHETTO
Senior Zoning Inspector
City of Fort Collins
From: Mike millsapps <michaelfarms1843@netzero.com>
Sent: Wednesday, May 25, 2022 5:37 PM
To: Zoning <zoning@fcgov.com>
Cc: Michael Kristy Farms <michaelfarms1843@netzero.net>; kristymillsapps@yahoo.com; dan@fishbackbuilders.com
Subject: [EXTERNAL] Re: 1843 Michael Lane Garage Addition Permit #B2201984 Email #3
From my rough measurement:
15 feet to west line
20/21 feet to northwest point
Michael W. Millsapps, CFM
Chief Facilities Officer
Aims Community College
5401 West 20th Street
Greeley, Colorado 80632
970‐339‐6376
michael.millsapps@aims.edu
On May 25, 2022, at 4:03 PM, Mike millsapps <michaelfarms1843@netzero.com> wrote:
I’ll measure this tonight as best I can.
FYI ‐ I paid the $300 appeal fee for the variance request today….
Is this all for the June meeting?
Thank you!
Michael W. Millsapps, CFM
Chief Facilities Officer
Aims Community College
5401 West 20th Street
Greeley, Colorado 80632
2
970‐339‐6376
michael.millsapps@aims.edu
On May 25, 2022, at 11:04 AM, Zoning <zoning@fcgov.com> wrote:
Hi Mike! So what are the proposed setbacks, 2 distances shown below in red. I know
you had submitted another site plan that showed 17’ to the west side property line,
but because that angle was drawn incorrectly I’m not sure that is correct?
. . . . . . . . . . . . . . . . . .
MISSY NELSON LEED® AP
Pronouns: she/her
Senior Zoning Inspector
Community Development & Neighborhood Services
City of Fort Collins
281 N College Ave
970-416-2745 office
zoning@fcgov.com
From: Michael Kristy Farms <michaelfarms1843@netzero.net>
Sent: Tuesday, May 10, 2022 12:25 PM
To: Zoning <zoning@fcgov.com>
Cc: Zoning <zoning@fcgov.com>; kristymillsapps@yahoo.com;
dan@fishbackbuilders.com; michaelfarms1843@netzero.com
Subject: [EXTERNAL] 1843 Michael Lane Garage Addition Permit #B2201984 Email #3
Additional Documents
‐‐‐‐‐‐‐‐‐‐ Original Message ‐‐‐‐‐‐‐‐‐‐
From: Zoning <zoning@fcgov.com>
To: Mike millsapps <michaelfarms1843@netzero.com>, Zoning <zoning@fcgov.com>
Cc: Michael Kristy Farms <michaelfarms1843@netzero.net>,
"kristymillsapps@yahoo.com" <kristymillsapps@yahoo.com>,
"dan@fishbackbuilders.com" <dan@fishbackbuilders.com>
3
Subject: RE: Re: 1843 Michael Lane Garage Addition Permit #B2201984
Date: Tue, 10 May 2022 15:59:53 +0000
. . . . . . . . . . . . . . . . . .
MISSY NELSON LEED® AP
Pronouns: she/her
Senior Zoning Inspector
Community Development & Neighborhood Services
City of Fort Collins
281 N College Ave
970-416-2745 office
zoning@fcgov.com
From: Mike millsapps <michaelfarms1843@netzero.com>
Sent: Tuesday, May 10, 2022 9:46 AM
To: Zoning <zoning@fcgov.com>
Cc: Michael Kristy Farms <michaelfarms1843@netzero.net>;
kristymillsapps@yahoo.com; dan@fishbackbuilders.com
Subject: [EXTERNAL] Re: 1843 Michael Lane Garage Addition Permit #B2201984
Could we just reference the correct site plan for the variance meeting and I’ll work on
getting this corrected?
Michael W. Millsapps, CFM
Chief Facilities Officer
Aims Community College
5401 West 20th Street
Greeley, Colorado 80632
970‐339‐6376
michael.millsapps@aims.edu
4
On May 10, 2022, at 8:07 AM, Zoning <zoning@fcgov.com> wrote:
. . . . . . . . . . . . . . . . . .
MISSY NELSON LEED® AP
Pronouns: she/her
Senior Zoning Inspector
Community Development & Neighborhood Services
City of Fort Collins
281 N College Ave
970-416-2745 office
zoning@fcgov.com
From: Mike millsapps <michaelfarms1843@netzero.com>
Sent: Monday, May 9, 2022 5:39 PM
To: Zoning <zoning@fcgov.com>
Cc: Michael Kristy Farms <michaelfarms1843@netzero.net>;
kristymillsapps@yahoo.com; dan@fishbackbuilders.com
Subject: [EXTERNAL] Re: 1843 Michael Lane Garage Addition Permit
#B2201984
I will reach out to the architect who I had prepare the drawings, but he’s
not the fastest in responding to things.
If there is anything I can do myself to satisfy the variance process, I am
happy to do it to keep things moving.
Is tomorrow a deadline for the next meeting or?
Thank you!
5
Michael W. Millsapps, CFM
Chief Facilities Officer
Aims Community College
5401 West 20th Street
Greeley, Colorado 80632
970‐339‐6376
michael.millsapps@aims.edu
On May 9, 2022, at 1:25 PM, Zoning
<zoning@fcgov.com> wrote:
. . . . . . . . . . . . . . . . . .
MISSY NELSON LEED® AP
Pronouns: she/her
Senior Zoning Inspector
Community Development & Neighborhood Services
City of Fort Collins
281 N College Ave
970-416-2745 office
zoning@fcgov.com
From: Michael Kristy Farms
<michaelfarms1843@netzero.net>
Sent: Friday, May 6, 2022 10:54 AM
To: Zoning <zoning@fcgov.com>
Cc: Zoning <zoning@fcgov.com>; Zoning
<zoning@fcgov.com>; kristymillsapps@yahoo.com;
dan@fishbackbuilders.com;
michaelfarms1843@netzero.com
6
Subject: [EXTERNAL] RE: RE: RE: 1843 Michael Lane
Garage Addition Permit #B2201984
Ms. Nelson,
Thank you again for taking the time to look into this!
This is very helpful and detailed.
After reading the options presented, please let us know
if this sounds appropriate:
We would like to continue with the variance
application. If approved, we will support the condition
of approval, as we would like to "clean up" our
properties in the future anyway and make it all one
property.
At the same time we can clean up the site plan drawing
as well (not sure what happened here).
How does that sound? What do you need from us for
next steps?
Thank you again for all of your time and guidance to this
point. This is great!
Please note: message attached
From: Zoning <zoning@fcgov.com>
To: Michael Kristy Farms
<michaelfarms1843@netzero.net>, Zoning
<zoning@fcgov.com>
Cc: Zoning <zoning@fcgov.com>,
"kristymillsapps@yahoo.com"
7
<kristymillsapps@yahoo.com>,
"dan@fishbackbuilders.com"
<dan@fishbackbuilders.com>,
"michaelfarms1843@netzero.com"
<michaelfarms1843@netzero.com>
Subject: RE: RE: RE: 1843 Michael Lane Garage
Addition Permit #B2201984
Date: Thu, 5 May 2022 17:01:55 +0000