2021-00085CITY OF MONTICELLO
AS-BUILT SURVEY REQUIREMENTS CHECKLIST
Upon completion of the final lot grading, the permittee shall submit to the City of Monticello
certification that the final lot grading is in compliance with the approved site grading plan as
part of the building permit. The certification shall be signed by a registered Minnesota land
surveyor.
The certification shall contain at a minimum the information:
Indicate permanent iron monuments at each lot corner.
Dimension from house to lot lines and from O.H.W. & Bluff Line of rivers, creeks,
lakes, and Type 4 and 5 wetlands.
As-built elevations of lot corners.
As-built elevations at building corners.
As-built elevations on the side yard swales at the extension of building corners and
high points.
Proposed and as-built elevations of garage slab and lowest floor on walkouts.
Top of curb elevation at the extension of property lines and center of driveway.
Elevations and location of any critical drainage ways located on the site (natural or
man-made) indicated with drainage arrows and percentage of slope.
Label all adjacent street and railroad right-of-way.
Erosion control and required landscape finishes (sod, grass, trees).
Driveway location, width at lot line, % of slope.
Show decks, porches, cantilevers and bay windows.
Show individual significant trees 36” DBH (Diameter Breast Height)or larger
Retaining wall top and bottom elevations.
Show adjacent property topo related to drainage with arrows
Sump pump outlet location on building footprint (natural drainage or piped to curb)
Show any Drain Tile installed in the yard.
City will accept only originals or quality hard copies of the as-built survey and
certification of grading.
505 Walnut Street, Suite #1 Monticello, MN 55362 Phone: 763-295-3060 Fax: 763-295-4404
8818 Farmstead
N/A
N/A
House Address:
Grading As-built for:
CAPSTONE HOMES, INC.
8818 Farmstead Avenue, Monticello, MN
f:\
jobs\
9141 - 9160\9157 - haven ridge\
cad c3d\survey\
9157.007gab.dwgSave Date:08/19/21Revisions:ENGINEERINGSURVEYINGENVIRONMENTAL
3890 PHEASANT
RIDGE DRIVE
NE BLAINE, MN
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FOOTING, BLOCK, FRAME WALL, & TRUSS NOTE: *ELECTRICAL, HEATING, & PLUMBING NOTE:
1.) ADDRESS NUMBERS REQUIRED
TO BE DISPLAYED AT ALL
TIMES DURING CONSTRUCTION
2.) ALL STRUCTURAL FOOTINGS:
FTG. RATED @ 5000 PSI CONCRETE
VERIFICATION WITH ADDRESS
SPECIFIC BATCH TICKETS
3.) CONTRACTOR TO ENSURE
THAT ALL FOOTINGS ARE
SIZED TO CARRY ALL POINT
LOADS
4.) FOOTING INSPECTION IS
REQUIRED BEFORE THE
PLACEMENT OF ANY CONCRETE
5.) CARRY ALL POINT LOADS TO
THE FOUNDATION
6.) ALL CONCRETE BLOCK WALLS
TO HAVE TOP COURSE FILLED
SOLID
7.) #5 REBAR EVERY 4' w/ CORE
FILL OF CONCRETE BLOCK
AS CODE REQUIRES)
8.) WATERPROOFING SHALL EXTEND
FROM THE TOP OF THE FOOTING
TO TOP OF THE WALL, AND
ACROSS ENTIRE TOP OF WALL,
UNLESS A CLOSED CELL SILL SEAL
IS INSTALLED (VERIFICATION OF
A CLOSED CELL SILL SEAL WOULD
BE REQUIRED)
9.) SILL PLATES REQUIRED TO BE
ANCHORED AT MAX. 6ft. O.C.
AND WITHIN 12" OF END / SEAMS
10.) ALL GARAGE FRAMING IN
ACCORDANCE w/ R602.12
11.) STRUCTURAL SHEATHING AND
ANCHORING REQUIRED AT ALL
EXTERIOR WALLS LESS THAN
48" WIDE
12.) SOLID BLOCK RAFTERS
@ MAX. OF 24" O.C.
13.) OPERABLE WINDOWS:
FALL PROTECTION REQUIRED
WHEN THE FOLLOWING
SCENARIO EXISTS:
a.) OPERABLE WINDOWS A
MINIMUM 72" ABOVE THE
FINISHED GRADE, AND
b.) 36" (OR LOWER) ABOVE
FINISHED INTERIOR
FLOOR
14.) HANDRAIL CROSS SECTION
DIMENSION SHALL BE
GRASPABLE WITH A DIAMETER
OF AT LEAST 1 1/4" AND NOT
GREATER THAN 2" (OR
EQUIVALENT) AND EACH END
SHALL BE RETURNED TO THE
WALL OR TERMINATE AT POSTS
15.) GUARDRAILS SHALL BE 36"
HIGH, WITH OPENINGS LESS
THAN 4" AND STAIR GUARDRAILS
SHALL HAVE OPENINGS LESS
THAN 4 3/8" WITH TRIANGULAR
OPENING AT BOTTOM LESS
THAN 6"
15.) MANUFACTURER'S SPECIFICATIONS
FOR ALL TRUSSES AND BEAMS
REQUIRED TO BE ON JOB SITE
AT FRAMING INSPECTION
16.) REFER TO ALL NOTES, PLAN
REVIEW COMMENTS, AND
ATTACHED HANDOUTS FOR
REQUIREMENTS
17.) APPROVED PLAN AND INSPECTION
CARD SHALL BE ON SITE AT ALL
TIMES
18.) FLASH / SEAL ALL EXTERIOR
OPENINGS
19.) ALL OVERHEAD DOORS SHALL BE
RATED TO WITHSTAND A 90 MPH
WIND SPEED
20.) BLOCK PATIO DOOR TO MAX.
OPENING OF 4"
21.) CEILINGS IN UNFINISHED BASEMENTS
SHALL HAVE FIRE PROTECTION TO A
MINIMUM 20 MINUTE BURN TIME
EQUIVALENT TO 1/2" DRYWALL
ALL SEAMS TO BE TIGHT AND
PENETRATIONS SEALED
EXCEPTION: A MAXIMUM 80 Sq.Ft.
IN MECHANICAL ROOM -ONLY
ENTIRE PERIMETER OF 80 Sq.Ft.
MUST HAVE FIREBLOCKING FOR
ENTIRE PERIMETER
22.) ATTIC ACCESS TO BE A MINIMUM
OF 22" x 30" AND INSULATED TO
R - 49.0) AND SEALED
23.) TUB WALLS NEED SOLID
SHEATHING BETWEEN TUB/
SHOWER AND POLY, ON
EXTERIOR WALLS
24.) ALL BUILDING DEBRIS
MUST BE CONTAINED
25.) PERMANENT ADDRESS NUMBERS
SHALL BE A MINIMUM 1/2" STROKE ( W)
x 4" ( H) AND CONTRASTING IN COLOR
TO MOUNTING LOCATION
STRUCTURAL FRAMING NOTES
ALL FLOORS ARE TO BE CONSTRUCTED IN
ACCORDANCE w/ THE FOLLOWING CRITERIA.
A. FLOOR FRAMING SPACED AT A MAXIMUM
OF 24" o.c.
6. FLOOR SHEATHING: 3/4" STRUCTURAL PANEL
SHEATHING w/ 8d NAILS @ 6" o.c. AT PANEL EDGES
AND 12" o.c. AT INTERMEDIATE SUPPORTS
ALL ROOFS ARE TO BE CONSTRUCTED IN ACCOR-
ANCE WITH THE FOLLOWING CRITERIA.
A. ROOF FRAMING SPACED AT A MAXIMUM
OF 24" o.c.
B. FASTEN ALL ROOF FRAMING TO TOP PLATES
WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND
3 ) Sd TOENAILS.
C. ROOF SHEATHING: 1/2" STRUCTURAL PANEL
SHEATHING w/ 8d NAILS @ 6" o.c. AT PANEL EDGES
AND 12" o.c. AT INTERMEDIATE SUPPORTS OR 1 3/4"
16 GAUGE STAPLES @ 3" / 6" SPACING.
ALONG LENGTH OF WALLS, LAP WALL PLATES A
MINIMUM OF 24" AND FASTEN TOGETHER WITH ( 8)
16d IN LAP ZONE. AT CORNERS AND INTERSEC-
TIONS , LAP PLATES AND PROVIDE ( 2) 10d FACE
NAILS.
CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE
IN ACCORDANCE WITH CODE TABLE R602.3( 1).
ACCEPTABLE AT CORNER STRAP LOCATIONS TO HAVE
TWO FULL HEIGHT STUDS ORIENTED IN EITHER DIRECT
ION FASTENED TOGETHER w/ 8d x 3" LONG NAILS @ 3"
o.c.. 'CALIFORNIA CORNERS' OR TRADITIONAL CORNERS
ARE ACCEPTABLE PROVIDED FULL HEIGHT SAWN BLOCK-
ING STUD IS DIRECTLY BEHIND FLAT PORTION OF STUDS
FASTENED TOGETHER IN A SIMILAR FASHION.
1.) ALL MECHANICAL SYSTEMS, DUCTS
SHALL BE SEALED WITH U.L. #181
FOIL TAPE / MASTIC
FITTINGS, JOINTS, SEAMS, ETC.)
2.) ELECTRICAL BY SEPARATE
PERMIT
3.) SMOKE DETECTORS REQUIRED IN
ALL SLEEPING ROOMS AND ON EACH
FLOOR LEVEL. SMOKE DETECTORS
AND C.O. ALARMS TO BE OUTSIDE OF,
BUT WITHIN 10' OF ALL SLEEPING
ROOMS
4.) HOT WATER LINES SHALL BE
INSULATED TO AN ( R- 3.0 )
FROM WATER HEATER TO
DISTRIBUTION MANIFOLD
TO ALL KITCHEN OUTLETSI
FIXTURES
3/4" PIPING: w/ RUNS GREATER
THAN 10' FROM DISTRIBUTION
MANIFOLD
1/2" PIPING: w/ RUNS GREATER
THAN 20' FROM DISTRIBUTION
MANIFOLD
5.) THE FOLLOWING DOCUMENTATION
ADDRESS SPECIFIC) SHALL BE
PRESENTED TO THE INSPECTOR @
BUILDING FINAL INSPECTION:
a.) BLOWER DOOR TEST RESULTS,
ON COMPANY LETTERHEAD, OF
COMPANY THAT PERFORMED THE
TEST 8 SIGNED BY A COMPANY
REPRESENTATIVE
b.) LIGHTING SCHEDULE, ONE COPY TO
INSPECTION DEPT. ) STATING THAT
A MINIMUM OF 75% OF ALL BULBS
ARE HIGH EFFICACY
NOTE: ALL ROOMS AND FIXTURES
IN EACH ROOM SHALL BE SPECIFICALLY
IDENTIFIED / LABELED
c.) TWO COPIES OF INSULATION
CARDS: (SHOWING INSULATION IN
ATTICS, FLOORS, WALLS, RIMS,
FOUNDATION WALLS, 8 CANTI-
LEVERS, SIGNED BY A COMPANY
REPRESENTATIVE) ONE COPY
SHALL BE POSTED ON SITE,
ONE COPY TO INSPECTION DEPT.
d.) TWO COPIES OF UPDATED NEW
CONSTRUCTION ENERGY CODE COM-
PLIANCE CERTIFICATE
UPDATED PORTION TO INCLUDE
BLOWER DOOR TEST RESULTS
ENERGY CODE NOTE:
CONTRACTOR AND SUB-CONTRACTOR ARE
RESPONSIBLE FOR COMPLIANCE OF THE
CURRENT CODE AS REQUIRED.
1.) INTERIOR VAPOR RETARDER ON INSULATED
CEILINGS, WALLS AND FLOORS.
2.) CONTINUOUS AIR BARRIER AT ALL PLUMBING
AND HEATING PENETRATIONS.
3.) FIRE STOPS MUST BE INSTALLED TO BLOCK
AIR MOVEMENT INTO ATTIC.
4.) PENETRATIONS IN THE BUILDING ENVELOPE
FOR ELECTRICAL AND TELECOMMUNICATIONS
EXCEPT FOR ELECTRICAL BOXES AND FAN
HOUSINGS) MUST BE SEALED TO PREVENT
AIR LEAKAGE.
5.) WIND WASH BARRIER REQUIRED AT THE
EXTERIOR EDGE OF ATTIC INSULATION.
6.) WIND WASH BARRIER REQUIRED AT
OVERHANGS SUCH AS CANTILEVERED
FLOORS AND BAY WINDOWS.
7.) WINDOW AND DOOR FRAMES MUST BE
SEALED.
8.) ALL EXTERIOR JOINTS THAT MAY BE A
SOURCE OF AIR INTRUSION MUST BE
SEALED.
9.) RIM JOISTS MUST BE SEALED TO PREVENT
AIR LEAKAGE.
10.) TOPS OF INTERIOR PARTITION WALLS
MUST BE SEALED TO PREVENT AIR
LEAKAGE.
11.) ELECTRICAL BOXES AND FANS MUST BE
SEALED TO PREVENT AIR LEAKAGE.
12.) BETWEEN WALL ASSEMBLIES, RIM JOISTS,
AND FOUNDATIONS MUST BE SEALED TO
PREVENT AIR LEAKAGE.
13.) A MECHANICAL VENTILATION SYSTEM WHICH
REPLACES, BY DIRECT OR INDIRECT MEANS,
AIR FROM HABITABLE ROOMS WITH OUTDOOR
AIR. (THIS WOULD ALLOW EXHAUST ONLY, AIR
EXCHANGER, OR HEAT RECOVERY VENTILATOR
HRV.)
14.) DIRECT VENT, POWER VENT, OR SEALED
COMBUSTION FURNACE, WATER HEATER,
OR GAS FIREPLACE.
6.) RADON PIPING IN UNCONDITIONED 15.) IF ANY SINGLE EXHAUST DEVICE(E.G.
SPACE SHALL BE INSULATED TO KITCHEN FAN OR DRYER) OVER 300 C.F.M.
AN ( R- 4.0 )
IS INSTALLED, A SEALED COMBUSTION
RADON PIPE LABELED ON EVERY
FURNACE MUST BE USED OR AN ALTER-
FLOOR AND IN THE ATTIC
NATIVE MAKE UP AIR SOURCE MUST BE
USED.
MATERIALS
WALL STUDS (10' OR LESS):
SPF STUD GRADE OR BETTER
WALL STUDS (OVER 10'):
SPF N0.2 GRADE OR BETTER
DIMENSIONAL LUMBER:
SPF N0.2 GRADE OR BETTER
LOADS
ROOF SNOW LOAD: 35 - 42 PSF
ROOF DEAD LOAD: 15 PSF
FLOOR LIVE LOAD: 40 PSF
FLOOR DEAD LOAD: 15 PSF
WIND LOAD: 115 MPH EXP. B
16.) DRAFT STOP CONCEALED AREAS
1000 Sq.Ft.
CODE: 2020 MINNESOTA RESIDENTIAL CODE
CAPSTONE HOMES FRAMING TECHNIQUES:
NEVER CVT A PRE-CUT STUD!!
8'0" CEILING HEIGHTS USE FRAMING MATERIAL AS SPECIFIED BELOW:
1. MATERIAL UNDER 60" WINDOW HEIGHT - USE 12'0" MATERIAL (QTY. - 7 PIECES)
2. MATERIAL UNDER 48" WINDOW HEIGHT - USE 14'0" MATERIAL (QTY. - 5 PIECES)
3. MATERIAL UNDER 42" WINDOW HEIGHT - USE 16'0" MATERIAL (QTY. - 5 PIECES)
4. MATERIAL UNDER KITCHEN WINDOW - USE 14'0" MATERIAL (QTY. - 2 PIECES)
5. USE THE SCRAP FROM THE KITCHEN WINDOW DROP UNDER 48" WINDOWS (QTY. - 2 PI
6. MATERIAL FOR ALL DOOR AND WINDOW TRIMMERS-USE 14'0" MATERIAL (QTY. - 2 PIECES)
9'0" CEILING HEIGHTS USE FRAMING MATERIAL AS SPECIFIED BELOW:
SET ALL EXTERIOR WINDOW HEADERS UNDER TOP PLATES!!! NOT 1'0" BELOW.
fi 1 'J_ :7 /_11 1 I 7 :L ii'`I 1 I Z7 7 : I CC7 : a i F[ii 'J_ :7 /_1,
2. MATERIAL UNDER 72" WINDOW HEIGHT - USE 12'0" MATERIAL
3. MATERIAL UNDER 60" WINDOW HEIGHT - USE 12'0" MATERIAL
4. MATERIAL UNDER 48" WINDOW HEIGHT - USE 14'0" MATERIAL
5. MATERIAL UNDER 42" WINDOW HEIGHT - USE 16'0" MATERIAL
6. MATERIAL UNDER KITCHEN WINDOW - USE 74'0" MATERIAL
7. USE SCRAP UNDER 48" WINDOWS
QTY. - 6 PIECES)
QTY. - 12 PIECES)
QTY. - 7 PIECES)
QTY. - 5 PIECES)
QTY. - 5 PIECES)
QTY. - 2 PIECES)
QTY. - 2 PIECES)
8. MATERIAL UNDER ALL EXTERIOR WINDOW TRIMMERS-USE 16'0" MATERIAL (QTY. - 2 PIECE
9. MATERIAL OVER TOP OF THE WINDOWS, SET AT 8'0" STANDARD HEIGHT (6'11
318" TO TOP OF WINDOW R.O.) IN 9'0" WALL - USE 14'0" MATERIAL (QTY. - 16 PIECES)
10. IF SCRAP IS NOT AVAILABLE FOR CORNER AND INTERSECTION FRAMING - USE
16'0" MATERIAL (QTY. - 13 PIECES)
ALL INTERIOR NON LOAD BEARING WALLS ARE TO BE FRAMED AT 24"o.c.
NO CRIPPLES ARE TO BE PLACED UNDER WINDOW OPENINGS IF THERE IS LESS
THAN A 14" SPACE FROM THE LAST STUD.
ALL GARAGE DOOR HEADERS ARE TO BE FRAMED FOR 8' TALL OVERHEAD DOORS
WITH CRIPPLE FRAMING DOWN TO CORRECT R.O. HEIGHT.
ALL HOUSE GARAGE WALLS ARE TO BE ROCKED BY FRAMERS PRIOR TO COMPLETION
OF JOB.
GAULK JOINT AT
PL 4TE 4ND FLOOR
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INSULATED 3" PvG PIP-
REQUIRED IN ALL
UNCONDItIONED SP 4CES
INSULATED TO AN
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3 PYC RADON EXI-IAUST
PIPE TO TERMINATE TI-IROUCsI-I
TI-IE ROOF MIN, OF 12" ,4BOVE
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P NETRATION.
4 CONCRETE SLAB
6 MIL POLY BARRIER
BENEAtI-I 4" CONC. SL 4B
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12 OR TAPED AND ALL
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MINIMUM 4" UNIFORM ,a < ,••° ';e•o '
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FOR FUTURE FAN,
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TO ALLOIU FOR UTURE ACTIYE
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DR,41N TILE LOOP BE ORE SLAB IS G 4St
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v
56-
OW OO I
SGALE: 1/4" = I'-O"
tr t r. r i tr
LOO GOUT UJINI OUJ
S I LL fi=L T D T 41 L
FOUNDATION NOTES:
TOP COURSE FILLED SOLID)
ALL FOOTINGS:*
FTG. RATED @ 5000 PSI)*
SEE NOTE #2 ON PAGE
6 CONST. NOTES)
5 REBAR EVERY 4' w/
CORE FILL
5 c 8" CONCRETE BLOCK
20 x 8 CONCRETE FOOTING
1 c 8" CONCRETE BLOCK
4 c 12" CONCRETE BLOCK
20 x S CONCRETE FOOTING
2 x 6 STUDS 16" o.c.
D5 c 8" CONCRETE BLOCK
20 x 8 CONCRETE FOOTING
1 c 6" CONCRETE BLOCK
H4 c 8" CONCRETE BLOCK
16 x 8 CONCRETE FOOTING
2 x 4 STUDS 16" o.c.
J1 c 4" HALF - HIGH
16 x 8 CONCRETE FOOTING
2 x 6 STUDS 16" o.c.
Kwl MID-SPAN BLOCKING
1 c 6" HALF - HIGH
16 x 8 CONCRETE FOOTING
a3/4" FOIL - BACKED FOAM
INSULATION (R - 5.0)
2 x4 STUDS 24" o.c.
2" RIGID FOAM INSULATION
R - 10.0) (ON EXTERIOR
CONCRETE BLK. WALLS)
2" RIGID FOAM INSULATION
R - 10.0) (ON INTERIOR
CONCRETE BLK. WALLS)
MECHANICAL SPECS:
FURNACE - BRYANT
912SB36060
w/ PROGRAMMABLE
THERMOSTAT*
NAT. GAS
W. HEATER- A. O. SMITH
ENT50202172S19
ELECTRIC
AIR COND. - BRYANT
BA13NA024
ELECTRIC
NOTES:
IUINDSOR UJINDOUJS SI-IOUJN
ALL U1INDOUIS RATED: STG -
30 a U-.28 COR SETTERJ.
ALL STATIONARI' IUINDOlUB
RATED: STC - 30 8 U-.26
FRAME ALL EXTERIOR UJALLS
AT 16" o,c, d ALL INTERIOR
WALLS AT 24" o.c, IU,N,O.)
ALL BEARINCs HEADERS TO
SE C2) 2 x 10 CU.N.O.)
INDICATES
POINT LOADS ISEE ENCs,)
OUJ i OOi INIS: 4
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DATE:
J 41 1. 20 21
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SGALE: 1/4" = 1'_O
NOTES:
UJINDSOR UJINDOUJS SI-IOIUN
ALL UJINDOUJS RATED: STC -
30 8 U-.28 COR SETTER),
ALL STATIONARY UJINDOUJS
RATED: STG - 30 t U-.26
FRAME ALL EXTERIOR UJALLS
AT 16 o,c, d ALL INTERIOR
UJALLS AT 24" o.c, IU.N.O.)
ALL SEARINCs I-IEADERS TO
SE C2) 2 x 10 CU,N,O.)
INDICATES
POINT LOADS ISEE ENCs.)
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DATE:
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JOB•:
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6 1 _'-i4 2_ ROOF TRUSSES
24" O.C,
a'-o
2'-O" ..I'-Ili"
6
Ci OSS S C IOI I S,li s
SC 4LE: 1/4" = 1'-O"
GiG' _l7 u
C OSS S C
SCALE: 1/4" = 1'-O"
1'-11
SEDROOM 3 i i i i
io,,4"
2'-O" DININC
F,4MIL1' ROOM
24"
NOTE*
FRAME UJALL
TO BOTTOM
OF FLOOR
SHEATI-IINCs
ROOF VENTS PER CODE
240# ASPHALT SHINGLES
15# FELT
15/32" OXBOARD SHEATHING w/ H-CLIPS
TRUSSES @ 24"o.c. (DESIGN by SUPPLIER)
R - 49.0 INSULATION
POLY VAPOR BARRIER
BAFFLES
1/2" GYPSUM BOARD
ICE & WATER SHIELD as REQUIRED
VINYL SOFFIT 8 FASCIA w/ VENTS
SIDING PER ELEVATIONS
7/16" O.S.B. SHEATHING
2x6 STUDS @ 16" o.c.
R- 20.0 FIBERGLASS BATT INSULATION
POLY VAPOR BARRIER
1/2" GYPSUM BOARD
INSULATE RIM AREAS as REQUIRED-
SEE RIM DETAIL ON LAST PAGE)
2x6 TREATED SILL PLATE w/ SEALER
1/2" er ANCHOR BOLTS - 6' o.c.
AND WITHIN 12" OF END / SEAMS
WATERPROOFING BELOW GRADE
5 c 8" CONCRETE BLOCK
2" RIGID FOAM INSULATION
R - 10.0)(EXTERIOR)
20" x 8" CONCRETE FOOTING
FTG. RATED AT 5000 PSI)*
SEE NOTE #2 ON
CONST. NOTES PAGE*
Cw/ LOO GOUT
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DATE:
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SCALE: 1/4" = I'-p
ELECTRIG 4L LECxEND
ELEGTRIC 4L S1'MSOL
LED Geiling Lights
L D*
Elect Smoke Detector
SD
Ceiling Light
cable tv outlet [
fan
OUtlet
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ELEGTRIG,4L LECxEND
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Elect Smoke Detector L
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electrfcal panel
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DATE:
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Project Number:
Date:
1Sheets: of 4
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
Print Name:
Signed:
License Number:Date:
S1
Ryan Mack
46673
DateRevision Description
COPYRIGHT THE HANSON GROUP, LLC. 2020
October 28, 2020
0.483
3407 Kilmer Lane N
Suite 4
Plymouth, MN 55441
Tel 612-708-3572
www.hansongroupmn.com
Linwood II Model
All Elevations
Minnesota Construction
Capstone Homes
14015 Sunfish Lake Blvd. NW
Suite 400
Ramsey, MN 55303
10-28-20
INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE w/ FRAMING NOTE 9.
PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.
INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS.
MIN. LENGTH)
MIN. LENGTH)
THESE SHEETS REPRESENT A COMPLETE DESIGN OF THE "MAIN WINDFORCE RESISTING SYSTEM" FOR THE ENTIRE RESIDENTIAL STRUCTURE.
THE LOCATION AND LENGTH OF EACH BRACED WALL PANEL AND ENGINEERED WIND RESISTING ELEMENT THAT IS REQUIRED FOR THE HANSON
GROUP'S DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.
SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES
ABOVE, TO TRUSSES/BLOCKING ABOVE, AND TO TRUSSES/BLOCKING BELOW. THESE PANELS
ARE NOT NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT.
ROOF
TRUSSES
BRACED
WALL PANEL
FLAT 2x6 @ 24" O.C.
MIN. (3) PER BRACED
WALL PANEL)
SIMPSON
A35
FRAMING
ANGLE
EACH END
4) 0.131"Ø
x 3" NAILS
BRACED
WALL PANEL
4) 0.131"Ø
x 3" NAILS
SIMPSON
LTP4
FRAMING
PLATE
EACH END
FLOOR
TRUSSES
FLAT 2x6 @ 24" O.C.
MIN. (3) PER BRACED
WALL PANEL)
BRACED
WALL PANEL
4) 0.131"Ø
x 3" NAILS
SIMPSON
LTP4
FRAMING
PLATE
EACH END
FLOOR
TRUSSES
FLAT 2x6 @ 24" O.C.
MIN. (3) PER BRACED
WALL PANEL)
BRACED WALL CONNECTION
BRACED WALL CONNECTION
ROOF TRUSSES)
FLOOR TRUSSES)
DETAILS SHOWN ABOVE ARE
ALTERNATIVE CONNECTIONS TO BE
USED WHEN BRACED WALL PANEL
DOES NOT ALIGN WITH FRAMING.
INDICATES INTERIOR BRACED WALL PANEL w/ GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED IN
FRAMING NOTE 10, SPACED AT 4" O.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.
EXTERIOR NON-BEARING WALL
FRAME 2x4 BOX
AROUND SPACE
BETWEEN TRUSS w/
SAME SHEATHING
AND FASTENING AS
WALL BELOW
OR REPLACE w/
ADEQUATE DEPTH
2x MEMBER)
12 x 312" WOOD
SCREWS @ 16" O.C.
INSTALLED IN
ADDITION TO NAILS
MAIN/UPPER
LEVEL ROOF
TRUSS BEARING
WALLS ONLY)
EXTERIOR BEARING WALL
REPRESENTS
FIGURE
R602.10.8.2(3)
w/ TRUSSES w/ TRUSSES
ROOF TRUSSES
FASTENED TO PLATES
w/ (4) 0.131"Ø x 3"
TOENAILS & SIMPSON
H2.5 CLIP
NAIL BOTTOM PLATE
TO RIBBON BRACE /
TRUSS w/ (3) 16d
NAILS EVERY 16"
2x4 BLOCKING
BETWEEN
TRUSSES NAILED
TO TOP PLATES
w/ (3) 0.131"Ø x 3"
NAILS EACH
NAIL EACH TRUSS TO
TOP PLATES w/ (3)
0.131"Ø x 3" TOENAILS
ROOF TRUSS
FASTENED TO
PLATES w/
0.131"Ø x 3"
TOENAILS
@ 6" O.C.
NAIL BOTTOM
PLATE TO LADDER
TRUSS w/ (3) 16d
NAILS EVERY 16"
NAIL LADDER
TRUSS TO TOP
PLATES w/
0.131"Ø x 3"
NAILS @ 6" O.C.
w/ TRUSSES w/ TRUSSES
INTERIOR WALL
PERPENDICULAR TO FRAMING
INTERIOR WALL
PARALLEL w/ FRAMING
2x4 BLOCKING BETWEEN
ROOF TRUSSES NAILED
TO TOP PLATES w/ (3)
0.131"Ø x 3" NAILS EACH
NAIL BOTTOM PLATE TO
BLOCKING w/ (3) 16d
NAILS EVERY 16"
PROVIDE FULL DEPTH
BLOCKING BETWEEN TRUSSES
NAILED TO TOP PLATES w/
3) 0.131"Ø x 3" NAILS EACH
NAIL EACH TRUSS TO TOP PLATE
w/ (3) 0.131"Ø x 3" TOENAILS
PROVIDE ROOF TRUSS
DIRECTLY IN LINE w/
BRACED WALL PANEL
FASTENED TO PLATES
w/ 0.131"Ø x 3"
TOENAILS @ 6" O.C.
NAIL BOTTOM PLATE
TO BLOCKING w/ (3)
16d NAILS EVERY 16"
PROVIDE TRUSS DIRECTLY
IN LINE w/ BRACED WALL
PANEL FASTENED TO
PLATES w/ 0.131"Ø x 3"
TOENAILS @ 6" O.C.
MATERIALS
CONCRETE FOOTINGS: F'c = 5,000 PSI @ 28 DAYS
OR 3,500 PSI WITH AN APPROVED
ADMIXTURE THAT PROVIDES A WATER
AND VAPOR RESISTANCE AT LEAST
EQUIVALENT TO 5,000 PSI CONCRETE)
GROUT:F'c = 3,000 PSI @ 28 DAYS
AGGREGATE: FOOTINGS - 112" MAX.
GROUT -3
8" MAX.
REINFORCING STEEL: ASTM A615 GRADE 60
ALLOWABLE SOIL
BEARING PRESSURE: 2,000 PSF (ASSUMED)
WALL STUDS (10' OR LESS): SPF STUD GRADE OR BETTER
WALL STUDS (OVER 10'): SPF NO.2 GRADE OR BETTER
DIMENSIONAL LUMBER: SPF NO.2 GRADE OR BETTER
TREATED LUMBER:SYP NO.2 GRADE OR BETTER
LSL STUDS:112" WIDTH - 1.3E OR BETTER
LSL BEAMS:13 4" WIDTH - 1.55E OR BETTER
LVL:13 4" WIDTH - 1.9E OR BETTER
PSL:1.8E OR BETTER
GLULAM:SYP 26F4V OR BETTER
STRUCTURAL STEEL: CHANNELS/MISC - ASTM A36 (Fy = 36KSI)
TUBES - ASTM A500 Gr. B (Fy = 46 KSI)
W SECTIONS - ASTM A992 (Fy = 50 KSI)
ABBREVIATIONS
TYP. = TYPICAL
SIM. = SIMILAR
U.N.O. = UNLESS NOTED OTHERWISE
O.C. = ON CENTER
CONTINUOUS OVER
LOADS
ROOF LIVE LOAD: 35 PSF (SNOW)
ROOF DEAD LOAD:15 PSF
FLOOR LIVE LOAD:40 PSF
FLOOR DEAD LOAD: 15 PSF
WIND LOAD:115 MPH ULTIMATE EXP. B
CODES
2020 MINNESOTA RESIDENTIAL CODE
PROJECT SCOPE
DESIGN OF CONCRETE PAD AND STRIP FOOTINGS, BEAM AND HEADER FRAMING, AND THE MAIN WINDFORCE
RESISTING SYSTEM, AND TALL WALL FRAMING FOR A SINGLE FAMILY RESIDENCE. CONSTRUCTION IS TO BE DONE
IN ACCORDANCE WITH THESE DRAWINGS, STANDARD INDUSTRY PRACTICE, AND THE REQUIREMENTS OF THE
CODE.
GENERAL NOTES
1. THESE DOCUMENTS APPLY TO STRUCTURAL ONLY. REFER TO HOUSE PLANS PREPARED BY CAPSTONE
HOMES FOR MORE INFORMATION.
2. THE HANSON GROUP'S SCOPE IS LIMITED TO THE DESIGN OF THE ITEMS LISTED IN THE PROJECT SCOPE
ABOVE. DESIGN OF THE REMAINING HOME, INCLUDING ALL MANUFACTURER ENGINEERED PRODUCTS AND
FOUNDATION WALLS, IS BY OTHERS.
3. IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN OR FIELD CHANGES TO THE
HANSON GROUP FOR REVIEW. IF FINAL TRUSS LAYOUTS VARY FROM THOSE SHOWN ON HOUSE PLANS,
NOTIFY ENGINEER PRIOR TO CONSTRUCTION.
4. ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.
5. CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH
WORK. NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.
6. MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
FOUNDATION NOTES
1. ALL FOUNDATION WALLS ARE TO BE STANDARD MASONRY OR CONCRETE PER CODE, UNLESS NOTED
OTHERWISE IN THESE DRAWINGS. GROUT MASONRY FOUNDATION WALLS SOLID FULL HEIGHT ABOVE PAD
FOOTINGS SHOWN IN THESE DRAWINGS.
2. DRAIN TILE, DAMPPROOFING AND/OR WATERPROOFING, & INSULATION, AS WELL AS THEIR INSTALLATION, ARE
TO BE IN ACCORDANCE WITH THE CODE.
3. INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR WITHIN 12" OF
EACH END AS APPLICABLE.
4. CARE IS TO BE TAKEN DURING BACKFILLING TO MAINTAIN A PLUMB WALL ALIGNMENT.
5. PRIOR TO BACKFILLING, HOUSE FOUNDATION WALLS ARE TO BE LATERALLY SUPPORTED BY FLOOR SYSTEM
AT TOP AND SLAB AT BOTTOM OR BY ADEQUATE TEMPORARY BRACING.
FRAMING NOTES
1. ALL HEADERS ARE TO BE MINIMUM (2) 2x8 LUMBER UNLESS NOTED OTHERWISE. (2) 2x8 MEMBERS SHOWN
MAY BE SUBSTITUTED WITH (2) 1¾" x 7¼" LSL AS REQUIRED.
2. ALL DIMENSION LUMBER HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE BEARING STUD AT EACH END
AND TWO AT INTERMEDIATE SUPPORTS. ALL 2-PLY LSL/LVL AND GIRDER TRUSS BEAMS AND HEADERS ARE TO
HAVE A MINIMUM OF TWO BEARING STUDS AT EACH END AND AT INTERMEDIATE SUPPORTS. 3-PLY LSL/LVL
AND GIRDER TRUSS MEMBERS ARE TO HAVE A MINIMUM OF THREE BEARING STUDS AT EACH END AND AT
INTERMEDIATE SUPPORTS. ADDITIONAL BEARING STUDS ARE NOT REQUIRED FOR LVL/LSL SUBSTITUTED FOR
STANDARD SAWN LUMBER. ALL BEARING ABOVE IS UNLESS NOTED OTHERWISE ON PLANS. TRUSS SUPPLIER
IS TO VERIFY GIRDER TRUSS BEARING LENGTH AND SUPPORT REQUIREMENTS. BEARING ENHANCERS ARE
BY THE SUPPLIER.
3. ALL HEADERS AND BEAMS ARE TO HAVE A MINIMUM OF ONE FULL HEIGHT KING STUD AT EACH END.
EXTERIOR OPENINGS GREATER THAN SIX FEET IN WIDTH ARE TO HAVE A MINIMUM OF TWO FULL HEIGHT KING
STUDS AT EACH END, EXCEPT AT TALL WALLS AS NOTED. EXTERIOR OPENINGS GREATER THAN TEN FEET IN
WIDTH ARE TO HAVE A MINIMUM OF THREE FULL HEIGHT KING STUDS AT EACH END, EXCEPT AT TALL WALLS
AS NOTED. FOR CONTINUOUS BEAM CONDITIONS, SPAN IN DETERMINING NUMBER OF KING STUDS IS THE
FULL LENGTH OF THE HEADER.
4. ALL CONNECTIONS ARE TO BE MADE WITH ADEQUATE SIMPSON, USP OR EQUAL JOIST HANGERS, CLIPS, POST
CAPS, AND POST BASES.
5. CONNECT MULTIPLE MEMBER LSL/LVL'S TOGETHER IN ACCORDANCE WITH MANUFACTURER REQUIREMENTS.
6. VERIFY DROPPED VERSUS FLUSH BEAM CONDITIONS WITH HOUSE PLANS.
7. ALL OTHER FASTENERS TO BE IN ACCORDANCE CODE TABLE R602.3(1).
8. ALL STUD PLIES IN BUILT UP COLUMNS AND AT INTERMEDIATE STUD FRAMING TO BE FASTENED TO
SHEATHING / GYP BOARD AS NOTED BELOW (12" O.C. MAX. AT EXTERIOR AND 16" O.C. MAX. AT INTERIOR).
9. ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.,
WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION R602.10.4-WSP AND CS-WSP.
A. 2x6 STUDS SPACED @ 16" O.C.
B. EXTERIOR SHEATHING: 7
16" MIN. STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT
PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13 4" 16 GAUGE STAPLES @ 3" / 6" SPACING.
C. BALLOON FRAME WALLS TO BOTTOM OF VAULTED TRUSSES.
10. ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, U.N.O.
A. 2x4 OR 2x6 STUDS SPACED @ 16" O.C. (24" O.C. AT NON-BEARING WALLS)
B. WALL SHEATHING: 12" MIN. GYPSUM SHEATHING FASTENED TO FRAMING w/ 5d COOLER NAILS @ 8" O.C.
MAX. OR TYPE S/W WALLBOARD SCREWS @ 16" O.C. (12" O.C. w/ 24" STUD SPACING) MAX. (5
8" MINIMUM
STUD PENETRATION)
11. ALL FLOORS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.
A. FLOOR FRAMING SPACED AT A MAXIMUM OF 24" O.C.
B. FLOOR SHEATHING: 3
4" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES
AND 12" O.C. AT INTERMEDIATE SUPPORTS.
12. ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.
A. ROOF FRAMING SPACED AT A MAXIMUM OF 24" O.C.
B. FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2.5 CLIPS OR EQUIVALENT AND (4) 0.131"Ø x
3" TOENAILS.
C. ROOF SHEATHING: 12" STRUCTURAL PANEL SHEATHING w/ 8d COMMON NAILS @ 6" O.C AT PANEL EDGES
AND 12" O.C. AT INTERMEDIATE SUPPORTS OR 13 4" 16 GAUGE STAPLES @ 3" / 6" SPACING.
D. TRUSS SUPPLIER IS TO PROVIDE VAULTED GABLE END TRUSSES TO MATCH VAULT PITCH OF REMAINING
VAULTED TRUSSES AT EXTERIOR WALL LOCATIONS OF ALL VAULTED CEILING AREAS.
E. LATERAL BRACING OF TOP OF GABLE END WALLS IN ROOF SPACE IS TO BE PROVIDED BY TRUSS
SUPPLIER.
F. TRUSS SUPPLIER IS TO PROVIDE SUFFICIENT PLIES OR BEARING ENHANCEMENT TO BEAR ON SPF PLATE
MATERIAL, OR INDICATE DIRECT BEARING ON STUDS/POSTS IN TRUSS INSTALLATION DOCUMENTS.
13. ALONG LENGTH OF WALLS, LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER WITH (12)
0.131"Ø x 3" NAILS IN LAP ZONE. AT CORNERS AND INTERSECTIONS, LAP PLATES AND PROVIDE (3) 0.131"Ø x 3"
FACE NAILS.
14. ALL BEARING POINT OR POST LOADS ARE TO BE BLOCKED SOLID TO THE FOUNDATION.
15. STEEL BEAMS ARE TO HAVE SOLID 2 x MINIMUM TOP PLATE FASTENED WITH ½" DIAMETER BOLTS STAGGERED
EACH SIDE OF WEB AT 48" ON CENTER MAX. WIDTH TO MATCH BEAM. INCREASE PLATE THICKNESS AS
REQUIRED FOR TOP FLANGE HANGERS. BEAM TOP FLANGE / PLATE TO BE BRACED LATERALLY BY FLOOR
SYSTEM AT 48" O.C. MAX AND AT ENDS TYP. FOR FLUSH FLOOR FRAMING CONNECTIONS, BLOCK WEB SPACE
SOLID w/ LUMBER TIGHT BETWEEN FLANGES AND BOLT THROUGH WEB w/ 12"Ø BOLTS AT 24" O.C. STAGGERED.
16. CUT PSL POSTS TO FIT. DO NOT BLOCK WITH WOOD PLATE MATERIAL OR CRUSHING MAY OCCUR. FASTEN
STEEL BEAMS TO PSL POSTS w/ (4) 5
16" x 6" STRUCTURAL WOOD SCREWS. AT BOTTOM, PSL TO BEAR
DIRECTLY ON CONCRETE. IF UNTREATED, WRAP BOTTOM w/ MEMBRANE.
17. ENGINEERING SHOWN ASSUMES NO SILL PLATE OVERHANG AT THE TOP OF THE FOUNDATION WALLS.
18. THE COVERED ENTRY PORCH IS CONSIDERED BY THE HANSON GROUP TO BE A NON-ESSENTIAL PRIMARILY
OPEN STRUCTURE NOT PART OF THE MAIN WIND FORCE RESISTING SYSTEM. PROVIDE CODE REQUIRED
UPLIFT CONNECTIONS AT ALL POSTS AND TENSION CONNECTIONS AT LEDGERS.
JOB NUMBER:
HVR01107
PLANS SHOWN LIGHT IN
BACKGROUND ARE FOR
LOCATION REFERENCE
ONLY. PLAN NOTES AND
ELEMENTS SHOWN LIGHT
MAY NOT NECESSARILY
SUPPORT THE HANSON
GROUP'S DESIGN.
DateRevision Description
COPYRIGHT THE HANSON GROUP, LLC. 2020
Capstone Homes
14015 Sunfish Lake Blvd. NW
Suite 400
Ramsey, MN 55303
8-FT)(8-FT)
ONE-SIDED(
8-FT)ONE-SIDED(
5-FT)(
5-FT)7-FT)11-
FT)ONE-SIDED ONE-
SIDED(4-FT)(
4-FT)(
4-FT)(
8-FT)(
6-FT)(
6-FT)(
3-FT)(
6-FT)
WITH
SUNROOM
OPTIONTHE REQUIREMENTS
SHOWN
DIRECTLY
ABOVE ONLY
APPLY
TO
WALKOUT FOUNDATIONS
WALKOUT
WITH
SUNROOM OPTION INDICATES
SPAN DIRECTION
OF TRUSSES BY SUPPLIER
TYP.2)
2x6 BEARING STUDS
2)
2x6 BEARING STUDS 2)
2x6 BEARING STUDS 2)
2x6
BEARING STUDS
2)
2x10(
2) 2x102x8
LEDGER
w/
2) LEDGERLOKS @ 16" O.
C.2x8
@ 16" O.
C.P1
6x6 POST w/
STANDARD POST BASE & CAP TYP.
P1(2)
2x10(2) 2x10(
2) 2x10(2)
2x10(2) 2x8(2) 2x6
BEARING STUDS
2) 912" LSL(
2) 912" LSL(
2) 2x6 BEARING STUDS
PROVIDE MIN. 20"
x 8"CONCRETE STRIP
FOOTINGS UNDER ALL FOUNDATION
WALLS UNLESS NOTED OTHERWISE PROVIDE
MIN. 16" x
8"CONCRETE STRIP FOOTINGS UNDER
ALL
EXTERIOR
GARAGE WALLS
PROVIDE MIN.
16" x 8"CONCRETE STRIP FOOTINGS UNDER ALL INTERIOR BEARING WALLS
PROVIDE TOP OF WALL CONNECTIONS SHOWN FOR BRACED WALL PANELS ALONG
INDICATED PORTION OF WALL LOWER LEVEL PLAN SHOWN FOR LOCATION REFERENCE ONLY ACTUAL LAYOUT
MAY BE MIRRORED)1 S2 REFERENCE PLAN PLAN NOTES:
ALL REMAINING
BEAMS
AND HEADERS NOT
SPECIFIED ARE TO BE MIN.2) 2x8 OR AN
ALLOWABLE SUBSTITUTE LISTED IN THE FRAMING NOTES.PROVIDE (2)
2x6 BEARING STUDS AT ENDS OF ALL GIRDER TRUSSES
U.N.O.SEE FRAMING NOTES FOR BEAM
AND HEADER
SUPPORT
REQUIREMENTS.ProjectNumber:
Date:
2Sheets: of
4
I hereby certify
that this
plan, specification or report
was prepared
by me or
under my direct supervision
and that I
am a duly
Licensed Professional
Engineer under
the laws of
the
State
of
Minnesota.
Print Name:Signed: License
Number:Date:S2 Ryan Mack 46673
October 28, 2020 0.483 3407 Kilmer Lane N Suite 4
Plymouth, MN 55441 Tel 612-708-3572 www.hansongroupmn.com Linwood II Model Elevation A Minnesota
Construction 10-28-20 F1 F1 F1 F1
CONCRETE PAD FOOTING SCHEDULE
MARK FOOTING SIZE REINFORCEMENT
EACH WAY F1-OPTION 1 2'-6" x 2'-6" x 12"
NONE F1-OPTION 2 2'-6" x
2'-6" x 8"#
5 BARS @
12" O.C.LOCATE
REINFORCEMENT 3" FROM THE
BOTTOM OF
FOOTING
CONCRETE
PIER FOOTING
SCHEDULE
MARK CONCRETE PIER
SIZE P1
12"Ø
OR LARGER
BELLED OUT
TO 16" AT
THE BASE 60" FROST COVER
RECOMMENDED FOR
UNHEATED AREAS PROVIDE
TOP OF
WALL CONNECTIONS SHOWN
FOR BRACED WALL PANELS ALONG
INDICATED PORTION
OF WALL Length:
1-14’(2)
91/2” LSL(2) 91/
2” LSLLength:
1-14’(3-
FT)(2) 2x8Length:
1-10’(2) 2x8Length:
1-10’(
2) 2x8Length:
1-10’(
2) 2x8Length: 1-
10’(2)
2x8Length: 1-10’(2)
2x8Length: 1-
10’(2) 2x6
BEARING STUDS 2) 2x6
BEARING STUDS (2) 2x8Length:
1-8’
Length:
5-FT)(5-FT)
5-FT)(4-FT)(4-FT)
5-FT)(5-FT)(
3-FT)(
3-FT)(
4-FT)(
4-FT)(
2.5-
FT)(
3-
FT)(5-
FT)
ONE-
SIDED(5-
FT)ONE-
SIDED(4-
FT)ONE-
SIDED 4-
FT)ONE-SIDED 2.
5-FT)(2.
5-FT)(
3-FT)(2.
5-FT)(3-FT)(4-FT)GIRDER TRUSS(3) 2x6 BEARING STUDS 3)
2x6 BEARING STUDS WITH SUNROOM INDICATES SPAN DIRECTION OF TRUSSES BY SUPPLIER TYP.NON-
STRUCTURAL POSTS TYP.PORCH ROOF CONSISTING OF CANTILEVERED TRUSSES BY SUPPLIER)(2) 1178" LSLEXTENDED HEADER(2)
2x8(2) 2x12(2) 912" LSL(2) 912" LSL(2) 2x10KITCHEN & LIVING ROOM EXTERIOR VAULTED TALL
WOOD WALL TO BE CONSTRUCTED AS FOLLOWS:PROVIDE VAULTED GABLE END TRUSS
ABOVE WALL (DO NOT
INSTALL A FLAT
BOTTOM TRUSS)
2x6 @ 16" O.
C. TYPICAL FULL
HEIGHT WALL FRAMING (
BALLOON FRAMED TO
BOTTOM OF VAULT)
PROVIDE 2x6
BLOCKING BETWEEN
STUDS AT INTERVALS NOT TO
EXCEED 10-
FT ALONG HEIGHT
OF WALL
PROVIDE
TOP OF WALL
LATERAL BRACING IN ROOF SPACE PER TRUSS SUPPLIER PLANS
SHOWN LIGHT IN BACKGROUND ARE FOR LOCATION REFERENCE ONLY.
PLAN NOTES AND ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY
SUPPORT THE HANSON GROUP'S DESIGN.DateRevision Description
Capstone Homes
14015
Sunfish LakeBlvd.
NW
Suite 400
Ramsey,
MN 55303 Project
Number:Date:
3Sheets: of 4 I
hereby certify
that this plan,
specification or report was
prepared by me
or under my
direct supervision
and that
I am a
duly Licensed Professional Engineer under
the laws of
the State of Minnesota.Print
Name:
Signed:
License Number:
Date:S3
Ryan Mack 46673 October 28, 2020 0.483 3407 Kilmer Lane
N Suite 4 Plymouth, MN 55441 Tel 612-708-3572 www.
hansongroupmn.com Linwood II Model Elevation A Minnesota Construction 10-28-20 MAIN LEVEL
PLAN SHOWN FOR LOCATION REFERENCE ONLY ACTUAL LAYOUT MAY
BE
MIRRORED)1
S3 REFERENCE PLAN PLAN NOTES:
ALL REMAINING
BEAMS AND HEADERS
NOT SPECIFIED
ARE TO BE
MIN.2)
2x8
OR
AN ALLOWABLE SUBSTITUTE LISTED
IN THE
FRAMING NOTES.
PROVIDE (2)
2x6 BEARING
STUDS AT
ENDS OF
ALL GIRDER
TRUSSES U.
N.O.
SEE FRAMING
NOTES FOR BEAM
AND HEADER
SUPPORT REQUIREMENTS.CONSTRUCT PORTAL
FRAME AS SHOWN
IN 1/
S4 2) 2x8
Length: 1-14’2)
2x8
Length: 1-14’(
2) 2x10Length: 2-10’(
2.5-
FT)(
DateRevision Description
Capstone Homes
14015 Sunfish Lake Blvd. NW
Suite 400
Ramsey, MN 55303
Project Number:
Date:
4Sheets: of 4
I hereby certify that this plan, specification or report
was prepared by me or under my direct supervision
and that I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
Print Name:
Signed:
License Number:Date:
S4
Ryan Mack
46673
October 28, 2020
0.483
3407 Kilmer Lane N
Suite 4
Plymouth, MN 55441
Tel 612-708-3572
www.hansongroupmn.com
Linwood II Model
All Elevations
Minnesota Construction
10-28-20
S4
FRAMING DETAIL
GARAGE FRONT PORTAL FRAME
1
NOTE
INFO APPLIES SYMMETRICALLY ACROSS DETAIL.
16'-3"±
NOT TO EXCEED 12'-0"FASTEN TOP
PLATE TO HEADER w/ (2)ROWS 16d SINKER
NAILS @ 3" O.C.1) 2x6
BEARING STUD & (1) 2x6 FULL HEIGHT
STUD EACH END OF HEADER LOCATE PANEL
JOINT WITHIN 2'-0" FROM CENTER OF HEADER HEIGHT
AS REQ'D (2x SOLID
BLOCKING REQUIRED AT SHEATHING JOINT)
2) 2x6 BEARING STUDS
MIN.PROVIDE 2x6 INFILL WALL
ABOVE HEADER AS
REQ'D FOUNDATION WALL
BELOW
LENGTH OF CONTINUOUS HEADER 5 8" Ø
ANCHORS BOLT (7" MIN. EMBED)w/
2" x 2"
x 3 16" PLATE WASHER NAIL
SHEATHING TO HEADER w/ 8d NAILS @ 3"
O.C. EA. WAY TYP.
SMALL HATCH
AREA INDICATES 7 16" OR
THICKER PLYWOOD OR OSB SHEATHING APPLIED
TO EXTERIOR SIDE OF STUDS NAIL
SHEATHING AROUND PERIMETER w/ (2)ROWS 8d NAILS @
3" O.C. STAGGERED & TO PLATES /
BLOCKING @ 3" O.C.)SIMPSON
MSTC40 STRAP ON INSIDE FACE OF
WALL (PROVIDE SPACER TO FLUSH OUT
HEADER TO WALL STUD THICKNESS)FASTEN
KING STUD TO HEADER w/2) ROWS 16d SINKER
NAILS @ 3" O.C.
LARGE HATCH AREA
INDICATES 7 16" OR THICKER PLYWOOD OR
OSB SHEATHING APPLIED TO EXTERIOR SIDE OF STUDS
w/ STANDARD 6"/12" NAILING
FASTEN FRAMING ABOVE AS
SHOWN FOR
BRACED WALL PANELS
1'-1012"±
SEE PLAN FOR CONTINUOUS
HEADER SIMPSON STHD14 EMBEDDED
HOLDOWN ANCHOR AT LOCATIONS SHOWN REFER TO
2/S4 FOR ALTERNATIVE OPTION TO
BE USED WITH MASONRY
FOUNDATIONS)
POST-
INSTALLED HOLDOWN
OPTIONS 2 S4
FRAMING DETAIL SIMPSON HTT5
HOLDOWN FASTENED TO DOUBLE STUDS w/ 24"
LONG 12"Ø THREADED ROD
w/ NUT & WASHER AT
HOLDOWN w/ DOUBLE
NUTS & WASHER GROUTED INTO
MASONRY GROUT #4 VERTICAL
BAR PER EACH
THREADED ROD GROUT SOLID
FULL HEIGHT (PROVIDE
6" HOOK
LEG EMBEDDED
INTO CONCRETE
FOOTING)CONCRETE
FOUNDATION MASONRY FOUNDATION
SIMPSON HTT5 HOLDOWN
ANCHOR AT LOCATIONS SHOWN w/
12"Ø x
12" LONG SIMPSON
TITEN
HD
SCREW-
IN ANCHOR
CONCRETE FOUNDATION
BELOW
CITY OF
PHONE:763-295-2711 FAx:763-295-4404
505 Walnut Street Suite 1 Monticello MN 55362i -
City of Monticello
CERTIFICATE OF OCCUPANCY
This Certificate is issued certifying that at the time of issuance, this structure was
inspected for compliance with the reguirements of the 2020 Minnesota State
Building Code and ordinances of the City regulating building construction for the
following:
Building Address:
PIN:
Legal Description:
Zoning District:
Permit No:
Work Activity:
Construction Type:
Occupancy:
Occupant Load:
Applicant:
Applicant Address:
City, State, Zip:
8818 FARMSTEAD AVE
155259001070
HAVEN RIDGE
Block 001 Lot 007
2021-00085
NEW CONSTRUCTION
VB
I RC-1
NA
CAPSTONE HOMES
14015 SUNFISH LAKE BLUD
RAMSEY, MN 55303-
L -- '' G
Ronald G Hackenmueller, Building Date
Official #B0002915
Comments:
ITEMS NOT COMPLETED AT FINAL INSPECTION: NONE
www.ci.monticel lo.m n.us