2026-00545ADDRESS
PIN
LEGAL DESC
PERMIT TYPE
PROPERTY TYPE
CONSTRUCTION TYPE
VALUATION
CITY OF MONTICELLO
505 WALNUT STREET
MONTICELLO, MN 55362-
703) 295-3000 YAX: (703) 295-4404
3764 HAYWARD CT N
155151006160
GROVELAND 4TH ADDN
LOT 016 BLOCK 006
BUILDING
SINGLE FAMILY -DETACHED
ALTERATION
12,000.00
K2026-00S4S
DATE ISSUED: 07/14/2026
Permit #: 2026-00545
APPLICANT BUILDING PERMIT FEE 221.81
INVESTIGATION FEE 221.81
SHIELD PRO EXTERIORS LLC
PLAN REVIEW 144.18
26610 145TH STREET NW
ZIMMERMAN, MN 55398- STATE SURCHARGE, BLDG VAL 6.00
612) 807-4246 TOTAL 593.80
Payment(s)
CHECK 10207 593.80
OWNER
HAGE, DANIEL
3764 HAYWARD CT N
MONTICELLO, MN 55362-
AGREEMENT AND SWORN STATEMENT
I agree that the work will be conducted in conformance with
the ordinances of the City of Monticello and with the
Minnesota State Building Code. I understand that the work
will be in accordance with the plan that has been approved
by the Building Official. I agree that any damage caused to
public property including but not limited to curb, sidewalk,
public utilities and signs will be repaired at my expense.
Applicant
Date -
Bldg Official Date
SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE.
CITY OF
Monticeflo
BUILDING SAFETY
RESIT
ADDITI
JUL 2026 i
El
N /ALTERATION / BF.4
Permit No. ,-L _.
Date J
WIT
ODEL
SITE ADDRESS
3764 Hayward CT N, Monticello, MN 55362
LEGAL DESCRIPTION
LOT 016 BLOCK O 0 L PI.D. NUMBER l LJ % 00 4 / 6O
PLAT 0 r^ ,LG, 1ril 1
OWNER'S NAME (Address) (Email Address) (Tel. No.)
Daniel Hage 3764 Hayward Ct N djhage89@gmail.com (763) 242-9033
CONTRACTOR (Address) (Contact) (Tel. No.)
Shield Pro Exteriors 26610 145th St NW Jeff Hansen (612) 807-4246
CONTRACTOR'S LICENSE NUMBER (IF APPLICABLE) (Applicant Email)
BC808832 jhansen@shieldproexteriors.com
PLUMBING BEING COMPLETED BY (PLEASE CHECK ONE):
11 HOMEOWNER F1 CONTRACTOR
IF APPLICABLE, SPECIFY CONTRACTOR Lic #
11 0 D F-1CHECKALLTHATAPPLY: TOILET SINK BAR SINK BATHTUB/SHOWER
11 LAUNDRY 11TUB SOFTENER
OTHER
TOTAL # OF FIXTURES
REMINDER: IF YOU DO NOT OWN THIS PROPERTY OR ARE NOT PERFORMING THE WORK, PERMIT MUST BE PULLED
BYA MASTER PLUMBER)
MECHANICAL BEING COMPLETED BY (PLEASE CHECK ONE):
FIHOMEOWNER FICONTRACTORIFAPPLICABLE, SPECIFY
CONTRACTOR
CHECK ALL THAT APPLY:11 FURNACE DA/C FIREPLACE 11 BATH
TOTAL # OF FIXTURES BOND#
DESCRIPTION OF WORK:
Raise garage door headers and install new garage doors: transitioned from a 8' x 7' door to a 8' x 8'
door & from a 16' x 7' door to a 16' x 8' door
ESTIMATED VALUE OF CONSTRUCTION
Approved by Building Official: l '' Total Due
Date Approved: 7 IDU
APPLICANT SIGNATURE Jeff Hansen
m Date 6/30/26
505 Walnut St, Suite #1 Monticello, MN 55362 763-295-3060 Email: buildingdepartment@ci.monticello.mn.us
M.
WALL CONSTRUCTION
This Job Copy Shail Be
Available On The tJ'ob
Site For ALL Inspection
I — CONTINUOUSLY SHEATHED BRACED
WALL PANEL MEETING MINIUM
LENGTH REQUIREMENTS OF TABLE
R602.10.5
EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANE
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
ONE BRACED WALL PANEL)
2'-18' FINISHED WIDTH OF OPENING
4 FOR SINGLE OR DOUBLE PORTAL
TENSION STRAP PER
p °=4 TABLE 602.10.6.4
PONY WALL o ON OPPOSITE SIDE
HEIGHT OF SHEATHING)
r
BRACED WALL LINE
MIN. 3"x11%." NET HEADER STEEL HEADER PROHIBITED
CONTINUOUSLY SHEATHED
IF %` SPACER IS USED, PLACE ON BACK -SIDE OF HEADER WITH WOOD STRUCTURAL
F
PANELS
ea. a
oro,°
FASTEN SHEATHING TO HEADER WITH 8D IF NEEDED. PANEL
SPLICE EDGES SHALL
a d
w COMMON OR GALVANIZED BOX NAILS IN 3" GRID
PATTERN AS SHOWN
OCCUR OVER AND BE
NAILED TO COMMON
Q
3
b' HEADER TO JACK -STUD STRAP PER TABLE
BLOCKING WITHIN THE
MIDDLE 24" OF THE
p
e' 9° R602.10.6.4 ON BOTH SIDES OF OPENING PORTAL- LEG HEIGHT. o 0
ob oo
OPPOSITE SIDE OF SHEATHING ONE ROW OF 3" O.C. o o.
O = NAILING IS REQUIRED
p IN EACH PANEL EDGE.
X b; °° MIN. DOUBLE 2"x4" FRAMING COVERED WITH MIN.
X. 1/8'" THICK WOOD STRUCTURAL PANEL SHEATHING TYPICAL PORTAL
o}
WITH 8D COMMON OR GALVANIZED BOX NAILS AT FRAME CONSTRUCTION
ob ao 3" O.C. IN ALL FRAMING (STUDS, o
BLOCKING, AND SILLS) TYP.
MIN. DOUBLE 2x4 POST 0q
00 b° MIN. LENGTH OF PANEL PER TABLE R602.10.5 KING AND JACK STUD)
NUMBER OF JACK
STUDS PER TABLES
qa 'd
ob a° MIN. (2) Y2" DIAMETER ANCHOR BOLTS R602.7(1) & (2) a ;o
A A INSTALLED PER SECTION R403.1.6 WITH q e
o
2x2016PLATE WASHER a
o,
m
p O o' '• o p p o' '. o p p o' p '• o o p d' a' o O ' I• • . .
v . . .p' . O . . .p' : O :O o.
ooooOVER
CONCRETE OR MASONRY BLOCK FOUNDATION ANCHOR
BOLTS PER SECTION
R403.1.6 FASTEN
KING STUD TO
HEADER WITH 6 16D
SINKERS — FAS7
TENTOPPLATE
TO HEADER
WITH I TWO
ROWS
OF 16D SINKER
NAILS AT 3"
O.C. TYP. STRUCTURAL
PANEL
SHEATHING
2)
FRAMING ANCHORS APPLIED
ACROSS w
WOOD STRUCTURAL PANEL NAIL SOLE PLATE SHEATHING JOINT WITH A q NAIL
SOLE oA; SHEATHING TO TOP OF BAND TO JOIST PER CAPACITY OF 670 LBS IN pd PLATE
JOIST oro
OR RIM JOIST TABLE R602.3(1) THE HORIZONTAL AND d, 4TBO LEn •
L _ _ _
VERTICAL DIRECTIONS R602.
3 (1) APPROVED
BAND WOOD
STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST OR RIM JOIST OVER
RAISED WOOD FLOOR - FRAMING ANCHOR OPTION WHERE
PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) a
w
m WOOD
STRUCTURAL PANEL NAIL SOLE PLATE a'° NAIL
SOLE 2SHEATHINGTOTOPOFBANDTOJOISTPEROR
RIM JOIST ATTACH
SHEATHING TO w PLATE TO JOIST OTABLER602.3(1) t
BAND
OR RIM JOIST WITH PER TABLE 11 - - - - 8D COMMON NAILS AT 3" R602.3 1 I
O.
C. TOP AND BOTTOM APPROVED
BAND WOOD
STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST OR RIM JOIST OVER
RAISED WOOD FLOOR - OVERLAP OPTION WHERE
PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) FRONT
ELEVATION SECTION For
SL I inch = 25.4 min. I foot = 304.8 mm. FIGURE
R602.10.6.4 METHOD
CS-PF—CONTINUOUSLY SHEATHED PORTAL FRAME PANEL CONSTRUCTION 2020
MINNESOTA RESIDENTIAL CODE 253 kiI
II ' , Copyright ®
2020 ICC. ALL RIGHTS RESERVED. Accessed by Dan Klein(dan.klein@ci.monticello.mn.us), (-) Order Number Rt 00871 st 8 on Apr 24, 2020 o8:48 AM (PDT) pursuant to License Agreement with ICC. No
further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION OR ODISTRIBUTION
IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER
ATTACHED GARAGE — DOOR HEADER MODIFICATION (AS -BUILT)
INTERIOR FRAMING ELEVATION OF G ! CAGE DOOR WALL + JAMB DETAIL " NOT TO SCALE — FIELD VERIFY ALL DIMENSIONS
NEW / MODIFIED WORK
EXISTING — UNDISTURBED
INTERIOR ELEVATION — GARAGE DOOR WALL (VIEWED FROM INSIDE GARAGE. AS -BUILT)
SINGLE DOOR ON LEFT, DOUBLE ON RIGHT WHEN VIEWED FROM INTERIOR
EXIST. DBL TOP PLATE — UNDISTURBED
NEW 2x4 BLOCKING (t3 1/2TWALLPLANEJOGS
7-0 (S PI AN /
TIGHT TO U/S DBL TOP PLATE
w
a
0- a
J
J
W
Y
3
j NEW 12" 2x4 BLOCK ATOP JACK,
FACE -NAILED TO KING STUDS (TYP 4 LOCS) EXIST. (2)-PLY 1 3/4" x 11 7/8" LVL,
PREY. HDR BRG (a' 7-0"
CUT FREE, RAISED 12", RE -FASTENED
2) EXIST. KING STUDS — FULL HT, UNDISTURBED
EXIST. JACK STUD — UNDISTURBED
2x6 DOOR BUCK (COIL -WRAPPED)
SI AP
0'-0" CLR OPENING
2) KINGS
JAMB DETAIL — TYP (4) LOCATIONS
RL TOP PLATE
W 2x4 BLOCKING PACKED TIGHT
PLY 1 3/4" x 11 7/8" LVL — EXIST., RAISED 12"
W 12" 2x4 BLOCK — LAID FLAT AGAINST
JGS. FACE -NAILED; CARRIES LVL BEARING
IST. JACK — TOP @ 7'-0"
16'-0" CLR OPENING
AS -BUILT SCOPE / FRAMING NOTES
1. Both overhead -door LVL headers cut free, raised 12", and re -fastened.
Clear opening height 7'-0" (prev.) " 8'-0" (as-buifl). Widths unchanged
16'-0" and 8'-0").
2. Headers: existing (2)-ply 1 3/4" x 11 7/8" LVL, re -used (V.I.F).
3. Bearing each end: existing (1) jack + (2) king studs, undisturbed. New
12"-long 2x4 block set atop each jack, tight under LVL, laid flat against
and face -nailed to king studs. Typ (4) locations.
4. Gap between top of LVL and u/s of existing double top plate (t3 1/2")
packed solid with 2x4 blocking.
5. Top plates, wall studs, and 6:12 gable roof framing unchanged.
6. 2x6 door bucks wrap openings; coil -metal wrapped at exterior.
7. All dimensions field verify. Header sizing & bearing subject to
structural review as required by the Building Official
ADDRESS PREPARED BY tiHEI-
Hage Residence — Garage Door Header Raise 3764 Hayward Court North. Monticello. MN 55362 Shield Pro Exteriors, LLC SK-2
Job CoR Shall Be I
This 'he Job
Available on
InspectionsleForALLInspe _®
ATTACHED GARAGE - DOOR HEADER MODIFICATION (AS -BUILT)
FRONT (STREET -SIDE) ELEVATIONS PER HOVER #13437014 - NOT TO SCALE — FIELD VERIFY ALL DIMENSIONS
VIEWED FROM STREET - 16' DOUBLE DOOR ON LEFT: & SINGLE DOOR ON RIGHT. SET BACK 2'-0" (PLAN JOG).
ORDER REVERSES ON INTERIOR ELEVATION. SHEET SK-2. 6:12 GABLE ROOF - UNCHANGED.
1 (: n" a _('
EXISTING — 7'-0" DOOR OPENINGS
AS -BUILT — 8'-0" DOOR OPENINGS (LVL HEADERS RAISED V-0")
NEW %MODIFIED WORK
EXISTING - UNDISTURBED
I "
i 1 1 : - ADDRESS PREPARED BY SHEET
Hage Residence — Garage Door Header Raise 3764 Hayward Court North, Monticello, MN 55362 Shield Pro Exteriors, LLC SK-1
EXIST. DBL TOP PLATE — UNDISTURBED
ATTACHED GARAGE DOOR HEADER MODIFICATION (AS -BUILT)
INTERIOR FRAMING ELEVATION OF GARAGE DOOR WALL + JAMB DETAIL - NOT TO SCALE — FIELD VERIFY ALL DIMENSIONS
NEW / MODIFIED WORK
EXISTING —UNDISTURBED
INTERIOR ELEVATION — GARAGE DOOR WALL (VIEWED FROM INSIDE GARAGE, AS -BUILT)
SINGLE DOOR ON LEFT / DOUBLE ON RIGHT WHEN VIEWED FROM INTERIOR
WALL PLANE JOGS `>> L 5) Z4 NEl :2!
W 2x4 BLOCKING (±3 1/2") c
2'-0" (SEE PLAN)
TIGHT TO U/S DBL TOP PLATE
J
J
f`
i
PREY. HDR BRG @ 7'-0" NEW 12" 2x4 B' OCK ATOP JACK,
FACE -NAILED TO KING STUDS (TYP 4 LOCS) EXIST. (2)-PLY 1 3/4" x 11 7/8" LVL,
CUT FREE, RAISED 12", RE -FASTENED
2) EXIST. KING STUDS — FULL HT, UNDISTURBED
EXIST. JACK STUD —UNDISTURBED
2x6 DOOR BUCK (COIL -WRAPPED) i
SL AF
2) KINGS
Tye
8'-0" CLR OPENING
JAMB DETAIL — TYP (4) LOCATIONS
EXIST. DBL TOP PLATE
PREV_BRG 7'-0
EW 2x4 BLOCKING PACKED TIGHT
2)-PLY 1 3/4" x 11 7/8" LVL — EXIST., RAISED 12"
NEW 12" 2x4 BLOCK — LAID FLAT AGAINST
KINGS, FACE -NAILED; CARRIES LVL BEARING
EXIST. JACK — TOP @ 7'-0"
16'-0" CLR OPENING
AS -BUILT SCOPE / FRAMING NOTES
1. Both overhead -door LVL headers cut free, raised 12", and re -fastened.
Clear opening height 7'-0" (prev.) -- 8'-0" (as -built). Widths unchanged
16-0" and 8'-0").
2. Headers: existing (2)-ply 1 3/4" x 11 7/8" LVL, re -used (V.I.F.).
3. Bearing each end: existing (1) jack + (2) king studs, undisturbed. New
12"-long 2x4 block set atop each jack, tight under LVL, laid flat against
and face -nailed to king studs. Typ (4) locations.
4. Gap between top of LVL and u/s of existing double top plate (±3 112")
packed solid with 2x4 blocking.
5. Top plates, wall studs, and 6:12 gable roof framing unchanged.
6. 2x6 door bucks wrap openings; coil -metal wrapped at exterior.
7. All dimensions field verify. Header sizing & bearing subject to
structural review as required by the Building Official.
OAvailabj OpYStoForgC,p'
S7*h
ns
RIO
L;ITY Oi
Monticello
BUILCMG SAFETY
APPROVEDJOB
REVIEWED FOR CODE COMP ANCE
SUBI,E CT/TO FlELD INSPECTIO
Date. C .
Signature:
PROJECT
Hage Residence — Garage Door Header Raise
ADDRESS
3764 Hayward Court North, Monticello, MN 55362
PREPARED BY
Shield Pro Exteriors, LLC SK-2
ATTACHED GARAGE DOOR HEADER MODIFICATION (AS -BUILT)
FRONT (STREET -SIDE) ELEVATIONS PER HOVER #13437014 - NOT TO SCALE — FIELD VERIFY ALL DIMENSIONS
VIEWED FROM STREET — 16' DOUBLE DOOR ON LEFT; 8' SINGLE DOOR ON RIGHT, SET BACK 2'-0" (PLAN JOG). NEW / MODIFIED WORK
ORDER REVERSES ON INTERIOR ELEVATION, SHEET SK-2. 6:12 GABLE ROOF — UNCHANGED. EXISTING —UNDISTURBED
16'-0" 8'-0"
EXISTING — 7'-0" DOOR OPENINGS
6
previous opening height 7'-0"
O
Z
Z
W
a-
O
o
j
l
I
AS -BUILT — 8'-0" DOOR OPENINGS (LVL HEADERS RAISED 1'-019
Job COPY Shall
Available On The ju
For ALL Inspections
PROJECT ADDRESS
Hage Residence — Garage Door Header Raise 3764 Hayward Court North, Monticello, MN 55362
PREPARED BY
Shield Pro Exteriors, LLC
SHEET
SK-1