Plans - 2478 Black Lake Road - 5/28/2021 (3)GENERAL NOTES
1. THE ARCHITECT IS NOT RESPONSIBLE FOR PROVIDING MECHANICAL. ELECTRICAL STRUCTURAL OR CIVIL
ENGINEERING SERVICES. ALL STRUCTURAL REQUIREMENTS 6 TRUSS SIZES / SPANS TO BE VERIFIED BY ENGINEER /
SUPPLIER PRIOR TO CONSTRUCTION.
-::NOTED OTHERWISE - ENGINEER / SUPPLIER TO
3. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION.
4. SIMILAR MATERIALS INDICATED ON DIFFERENT PLANS. SECTIONS AND DETAILS AND ANNOTATED ON ONE OR
MORE PLAN, SECTION, OR DETAIL SHALL BE CONSIDERED ANNOTATED, NOTED OR LABELED COMPLETELY ON ALL
PLANS. SECTIONS. AND DETAILS.
5. IN THE CASE OF AMBIGUITIES. DISCREPANCIES OR IRREGULARITIES IN THE DRAWINGS, MANUFACTURER'S
INSTRUCTIONS, SITE CONDITIONS OR APPLICABLE CODES AND STANDARDS, REQUEST CLARIFICATION FROM THE
ARCHITECT BEFORE PROCEEDING. LIABILITY FOR PROCEEDING WITHOUT OBTAINING CLARIFICATION WILL BORNE
SOLELY BY THE CONTRACTOR,
6. DO NOT SCALE THE DRAWINGS.
7. DIMENSIONS NOTED ON THE PLANS ARE REFERENCED FROM THE FACE OF SHEATHING. MASONRY OR CENTER
LINE OF FRAME WALLS UNLESS NOTED OTHERWISE.
B. INSTALL ALL EXTERIOR WINDOW AND DOORS WITH BITUMINOUS TAPE AROUND PERIMETER.
9. PROVIDE 2 x WOOD BLOCKING AT EACH SIDE OF ALL WINDOWS FOR INSTALLATION OF CURTAIN
RODS - VERIFY.
10. DIMENSIONS FOR RADIUS POINTS ARE APPROXIMATE.
11. PROVIDE METAL DRIP FLASHING AT ALL CHANGES IN FACADE MATERIALS AND AT ALL WATER TABLES.
12. VERIFY THE TYPES AND SIZES OF APPLIANCES PRIOR TO FABRICATION AND INSTALLATION OF CABINETRY.
13. THESE DRAWINGS ARE UNIQUE TO THIS PROJECT AT THIS SITE AND WERE DEVELOPED BASED ON CONTRACTOR
PROVIDED INFORMATION ON ORDINANCES, REGULATIONS AND SITE CONDITIONS IN EFFECT AT THE TIME OF
DRAWING DATE. RE -USE OF THESE PROJECT DOCUMENTS IN PART OR IN WHOLE 15 PROHIBITED.
GENERAL NOTES
Color Coding Key
Strip/Pad Footings
nal Lu
Si eaders/Colu
Other Notes
ineered Lumber Ste{
ms/Headers/Column
oured Wall/Braced
hear Wall
Reviewed for Code Compliance
This review is limited to the sut—led scope of work. is based upon the supposition that the plan
acc ,,rarely depicts the intended construction and end use, that the necessary legal authority nay
been obtained to construct the project and work ¢ subject to code compliance ano fi ' i
inspection during construction.
By: 'B%%imi Type of Construction: Not Applicable
Date: 7/11,2019 Occupancy Classification: FICA Single Family
Permit #: 2019-00034 Code Edition: 2015 MN Residential Code
Wwith
tached
ls.
rforming
the code
le shall
the code.
yThe field copy of these plans must
be kept on -site and made
available to inspector during all
inspections.
To schedule inspections call
(952)442-7520
Please have the permit number
and street address ready at the
time of the call. ;
Plan Revisions
All construction Shall
comply with the aottroved
plans.
Plan revisions will not be
reviewed In the field without "
prior approval from the '
Building Official. Submit all
plan revisions to the
Department of Building
Safety for review. prior to ,
their construction.
STREET ELEVATION
Separate Permits
Required For:
x Eienncal
x Mechanical
x Plumbing
x Fireplace
Demolition
Fire Suppression System
sep is
Electrical
All electrical must be approved by local Eler'•ncal Inspector.
For electrical permit Inquiries please contact the Crty of
Spring Park Electrical Inspector.
Dave Hooky
(952)442-7520
BEFORE YOU DIG
Contact Gopher State One Call to locate buried utilities.
651-454-0002 or 800-252-1166
http.f/www.gophwstateonecall.org/
In accordance with Minnesota law, you must wait 48 hours (excluding
weekends and holidays) after you ve submitted your dig information to
begin your digging project.
Adhered Masonry Veneer shall
be installetl in accordance wRh
manulacturer's instructions.
�Lath Inspection required.
I
FL
-----__-____---------------------------------- ------------______------------ �------------�
SCALE: I/e"=I'-dI
1W RIGHT SIDE ELEVATION SCALE: I/!�I
rq
�_______===J=====____�
As
CONCEPTUAL ROOF PLAN - SCALE _s/ie'=1.Q LAKE ELEVATION - SCALE: I/a'=r-v'
3 LEFT SIDE ELEVATION -
SCALE: I/a'_ 1'-p•
NOTES:
STRUCTURAL INFORMATION PROVIDED BY OTHERS & MUST BE VERIFIED.
ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2 x 10s UNLESS
MARKED OTHERWISE.
PROVIDE 2 x BLOCKING AT EACH SIDE OF ALL WINDOWS FOR
INSTALLATION OF CURTAIN RODS
69-0'
TJ'4' 12'C
24'-0' 4T0'
W-W 4'1' 6'-4• 6'i' 4'-O' IT-0•
T-9'
�• hroom VenBlatbn R fired
m
1Ae. 741 •7-67
4
protected by minimum
space u Stairs s a
surface and any soffits (A0.7-0' x 70'1
have walls, under -stair fL +Im fL >®
OAROBL VIB'I Vf�FI FILL !If - VfAR, ALO. 741' r ]'b'1
1/2-inch gypsum board.
5'-0' 7-0' 9'-0' 9'-0' e'-0• s'-0'
7-4' II4'-0• T4'
4T-0•
W-O'
Install draft stopping consisting of
minimum 1/2-inch drywall or 3/8-inch
wood structural panel parallel to floor
framing 50 col"aaled space does not
Z. 1000 it sq. Drall-stopping shall
divide concealed spaces into
approximately equal areas.
The integrity of draft -stopping shall be
maintained.
AB
BASEMENT. FOOTING & FOUNDATION PLAN
�— I 6-o.wovr lee I TOM
>
I —
------�
Dorf 2
i »
'� ^
I
' Hardwired and interconnected smoke '
alarms am required in the following
. locations.
1 (one) in every bedroom
1 (one) in the area outside every
bedroom
At least 1 (one) per floor where no
bedrooms exist including basements and
habitable attics
. Existing spaces where no electrical work
has taken place may have battery
operated smoke alarms that are not
interconnected.
' 1 lone) Carbon Monoxide (CO) alarm Is '
required outsitle or and within 10-feet of
• every bedroom or sleeping area. A CO
alarm is required on every level that ,
contains a bedroom or sleeping area. ,
CO alarms may be hardwired. plugged
into an outlet or battery operated-
• All required alarms must be Installed
and operational at time of final building .
inspection.
. . . . . . . . . . . . . . .
In dwelling units, where the lowest '
part of the opening of a new
' operable window is located more
than 72-inches above the hmshed '
grade or surface below, the lowest '
part of the window opening shall be -
a minimum of 36-inches above the
finished floor of the room in which ,
the window is located.
' Operable sections of windows shall -
• not permit openings that allow '
passage of a 4-inch diameter '
sphere where such openings are
located within 36-inches of the
finished floor. ,
' Window opening control devices
' shall comply with ASTM F 21)90.
The window opening control '
device. after operation to release
the control device allowing the
window to fully open. Shall not
reduce the minimum net clear ,
' opening area of the window unit to ,
less than the area required for
• Emergency Escape and Rescue
openings when such openings are '
required.
NOTES
STRUCTURAL INFORM MION PROVIDED By OTHERS a MUST BE VERIFIED.
PROVIDE 2 x BLOCKING AT EACH SIDE OF ALL WINDOWS FOR
INSTALLATION OF CURTAIN RODS
Garage and It's attic is required to be separated from the
_
4
_
4
— — — _ dwelling and its attic by not less than 1/2-inch drywall. If
dwelling extends above garage. then garage tailing to
be protected with not less than "-inch drywall. All
structure that supports required separation is to be
\ equally protected. §
OMGE
C
T
b
I
T
Y-T MAS 1 f rt I • I
Bathroom VentiFa6on Required I DECK Iin
4
,.,
\ /
bARPLSE
•
Wo CILO M.
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A
I
-IN 2-6I MA5TER SuiTE I
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reoop I Hr, fleq.a ffl j
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4
CAP
o
ni
4-0
I— — — — — — — — — — — — — — —
ARu®grtrF-
ao 4
S 4
4
4'•6'
— — — — — — — —T
pC.X.?
� Solid core or 20 minute
fire rated Poor required
4'-0' S 3'�'
4'-WW
640' a•4' s'•11' 104'
Door to be permanently
Y•0_ p•O Glue RF. bloc d in closed position.
opening < 4'. until a deck.
- Attic Access Requir fion TBD by Builder compliant stairway or legal
iL landing Is constructed on It's
i--------- exterior side.
4
44
- pk Ile
F
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C
7-10' Yi' 'd'
I -
VINN6
i WOODS
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"op"as Rr. 61 ROOM
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KITGIEN
Domestic cull ff.kitchen hoods exhausting too .
MW cortrur greater than 400 CFM require an
interlocked make au system to be
• . installed.
Verity SafetyGlazing
requirement at stairway at Iteo. S' . r3IiY) i
(AIQFq fl` framing inspection.
in
o
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n o
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4
—
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awlF-varyr
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e'-0•
IO M• Td
III EXISTING BASEMENT, FOOTING, FOUNDATION PLAN SCALE: vc= nm II
Vi E
U
U W £
O F S
Q U h
z
z_ z
F
z
Ln i a
r
C —
� � v
(2) LAYM Ap6d:D f@9VJE
M1A=iXN4 auk LP Y M 12'
ABOVE FFE
4• cQIFETE TOFFiM6
6' PRWAST FLMR PAtHS
IlB M rA
All tooting sizes and poured wall
mnsauction in areas with
precast concrete Booring per
provided engineering packet
and engineered plan sheet.
I/J' SM a lRrERIM
ME 6FB a 6ARW
1 6 nyl looO
611.E 1 MNL
Trusses shall be attachetl to wall
assembly with metal Connector
capable of resisting minimum
uplift force o154Nt or the values
given in the truss tlesign
Well and ceiling finishes are required to have trot more
drawings.
than 200/450 flame spread/smoke developed when
tested in aCcordarTw with ASTM E Bd or UL 723.
ANIMLT nRwa
a0FgT
SW OM M MM
r9E,l i M TRllB a 04. OL.
RSA llO
RGA1 BAFFLE
K.E SIIHD STARIHI
]v6F
FASCIA
IA
ErrV
VERIEO Al1Ir. SOFFIT
Q
§JMY=�`12'
KA,lH DAAMM
3M- A&MALT
A .5WATNM
] . 6 STUDS AT W OL.
DATT I"JILATIQr
Far Va.
bri. ®.
FOAM am. RIN
NK R-2 e6 rm
AN EEMRE RIM
Iar6R46-Yi14
N
arated froiliEATW
gypsuWNU
] . 6 surinch
5FAlale
not morAWhM
WAWhM
BAT
M
W ECrAL STWS
when tesAr
vo ac. NAK
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a K4?VRNL
_
10'
11FA1®] s6 5LL PL
i 60B
'r
SET W S&L SFALM
r VB.
O
AY, M W ZETA. STRAPS
AT 4'-0 oL. MAK
-IS IMYLATMM
] . 4 nEAi® YDOO STOS
I]'L•H FLAWNS OVERWA A110
MTERPPGI'1FIN6
STMNSM IV STROVE BACK
FOAM CM.
109W FIX..I
yl
Anchor
'•
ynlr Bolts Per
S ID' O ..AAa s l!l LONO.'iAe
a
F5nTz1 ER nRA+M J Engineers
SnTsr ra s�a4• Design
�� NM R n
79t 1R001BRr
WICUMfE
VAKR IETARO@t um6l
1lt)
SIAa, LAI"PED it
m 0. 04.11
� FOOTgy MW RR OOOE
Pf3tlrEil3r pR,VM 1 RADON VFMIM6
Sr5B1 LO 9fP ND RAWII V[M RR:
' Exterior non -draining toundafion
insulation shall be mvered with a
-i'-10"� 6-mil polyethylene slip sheet over the
entire exterior surface.
5 WALL SECTION @ HOUSE / GARAGE SCALE: 1/7 1 m
STAIR SECTION scAu. vz,= r-ly
TYPICAL WALL SECTION SCALE. 1/2 = r-m
A6
A,
PROJECT SCOPE
DESIGN OF FOUNDATION WALLS SUPPORTING PRECAST PLANK AND THE MAIN WINDFORCE
RESISTING SYSTEM FOR A SINGLE FAMILY RESIDENCE CONSTRUCTKN 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
CUNDY, SANTINE A ASSOCIATES ARCHITECTS LAST DATED 6 25-19 FOR MORE INFORMATION.
2 IT IS THE RESPONSIBILITY OF THE BUILDER TO PROVIDE ALL FUTURE PLAN CHANGES TO THE
HANSON GROUP FOR REVIEW. IF FINAL TRUSS LAYOUTS VARY FROM THOSE SHOWN ON HOUSE
PLANS. NOTIFY ENGINEER PRIOR TO CONSTRUCTION.
3 ADEQUATE SHORING DURING CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR.
4 CONTRACTOR AND BUILDER ARE TO VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE
PROCEEDING WITH WORK NOTIFY THE HANSON GROUP IF DISCREPANCIES ARISE.
5 MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR
FOUNDATION NOTES
I DRAIN TILE. DAMPPROOFING AND OR WATERPROOFING, A INSULATION. AS WELL AS THEIR
INSTALLATION. ARE TO BE IN ACCORDANCE WITH THE CODE.
2 INSTALL A MINIMUM OF (2) ANCHORS PER PORTION OF SILL PLATE AS WELL AS AN ANCHOR
WITHIN 12" OF EACH END AS APPLICABLE.
3 BAR SPLICES ARE TO BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. PROVIDE 48' MATCHING
HOOK BARS FOR ALL HORIZONTAL BARS AT WALL CORNERS AND INTERSECTIONS.
4. PRECAST PLANK IS TO BE IN PLACE. DOWELED. AND GROUTED PRIOR TO BACKFIWNG OF
GARAGE WALLS. GARAGE WALLS ARE TO BE LATERALLY SUPPORTED BY SLAB AT BOTTOM OR
BY ADEQUATE TEMPORARY BRACING
5. PRECAST MANUFACTURER IS TO DESIGN PLANK FOR SELFWEIGHT A TOPPING DEAD LOAD PLUS
WORST CASE LIVE LOAD OF 50 PSF UNIFORM OR A 2000 POUND CONCENTRATED LOAD.
MANUFACTURER IS TO NOTIFY ENGINEER IF PLANK SPAN OR DEPTH VARIES FROM THAT SHOWN
ON PLANS.
MATERIALS
CONCRETE FOOTINGS
F'c - 5.000 PSI @ 28 DAYS OR 3.000 PSI WITH AN APPROVED
ADMIXTURE THAT PROVIDES A WATER AND VAPOR
RESISTANCE AT LEAST EQUIVALENT TO 5.000 PSI CONCRETE)
CONCRETE WALLS
Pc • 3.500 PSI @ 28 DAYS
REINFORCING STEEL.
ASTM Ae15 GRADE 60
AGGREGATE:
FOOTINGS -IX - MAX
WALLS SLABS- Y" MAX
BACKFILL SOIL.
CLAY (GROUP III ASSUMED)
r • SO PSF/FT (ACTIVE)
r - 85 PSF/FT (AT -REST)
ALLOWABLE SOIL
BEARING PRESSURE:
2DOD PSF (ASSUMED)
WALL STUDS (Ip OR LESSI: SPF STUD GRADE OR BETTER
WALL STUDS (OVER 101'.
SEE NO2 GRADE OR BETTER
LSL STUDS'.
1Y[ WIDTH 1.3E OR BETTER
DIMENSIONAL LUMBER:
SEE NO2 GRADE OR BETTER
TREATED LUMBER:
SYP NO.2 GRADE OR BETTER OR LSL
LSL BEAMS:
1 �' W IDTH - 1.55E OR BETTER
LVL
IDTH - 1.9E OR BETTER
PSL'.
I BE OR BETTER
GLULAM:
SYP 26FV4 OR BETTER
LOADS
ROOF LIVE LOAD:
35 PSF (SNOW)
ROOF DEAD LOAD:
15 PSF
FLOOR LIVE LOAD:
40 PSF
FLOOR DEAD LOAD:
15 PSF
WIND LOAD:
90 MPH EXP. D
R LIVE LOAD' PLANK FLOOR
50 PSF (OR 2,000 LB CONCENTRATED)
CONCRETE FLOOR DEAD LOAD: 65 PSF . TOPPING
CODES
MIS MINNESOTA RESIDENTIAL CODE
FRAMING NOTES
1 ALL EXTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA. U NO. WHICH MEETS OR EXCEEDS THE REQUIREMENTS OF CODE SECTION
R602.10 4-W SP AND CS WSP
A 2.6 STUDS SPACED @ 16' O C.
B EXTERIOR SHEATHING /, MIN STRUCTURAL PANEL SHEATHING w a0 NAILS @ 6' O C AT
PANEL EDGES AND 1T O.C. AT INTERMEDIATE SUPPORTS OR 1 %' 16 GAUGE STAPLES @
3' , 6' SPACING.
2. ALL INTERIOR WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING
CRITERIA, U N O.
A, 2.4 OH 2.6 STUDS SPACED 16-0C
8. WALL SHEATHING X.; MIN GYPSUM SHEATHING FASTENED TO FRAMING w1 5d COOLER
NAILS @ 6" O.C. MAX OR TYPE SW WALLBOARD SCREWS @ 16' O.C. MAX. (V,' MINIMUM
STUD PENETRATION)
3 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'. %' STRUCTURAL PANEL SHEATHING w. W NAILS @ 6' O CAT PANEL
EDGES AND IT O.C. AT INTERMEDIATE SUPPORTS
4 ALL ROOFS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING CRITERIA.
A. ROOF FRAMING SPACED AT A MAXIMUM OF 24' O.0
S. FASTEN ALL ROOF FRAMING TO TOP PLATES WITH SIMPSON H2 5 CLIPS OR EQUIVALENT
AND 0) ad TOENAILS
C ROOF SHEATHING. Y,- STRUCTURAL PANEL SHEATHING wBid NAILS @ 6" O C AT PANEL
EDGES AND 12' O.0 AT INTERMEDIATE SUPPORTS OR 1 4" 16 GAUGE STAPLES @ 3 6"
SPACING
5. ALONG LENGTH OF WALLS. LAP WALL TOP PLATES A MINIMUM OF 24" AND FASTEN TOGETHER
WITH (81 LW NAILS IN LAP ZONE. AT CORNERS AND INTERSECTIONS- LAP PLATES AND
PROVIDE 12l 10d FACE NAILS
6 CONNECTIONS NOT SPECIFICALLY NOTED ARE TO BE IN ACCORDANCE WITH CODE TABLE
R602 3111
7. A MAXIMUM W WALL BOTTOMPML�AtTE OVERHANG BEYOND THE EXTERIOR EDGE OF A
FOUNG '111 DVER$ELY AFFECT THE MAIN WINDFORCE RESISTING SYSTEM
DE .THE ALTERNATE HOLDOWNS ARE TO BE USED WITH THIS
O
8. COVERED ENTRY PORCH AND REAR DECK ARE CONSIDERED BY THE HAN5ON GROUP TO BE
NONESSENTIALPRIMARILY OPEN STRUCTURES NOT PART OF THE MAIN WIND FORCE
RESISTING SYSTEM. PROVIDE CODE REOUIRED UPLIFT CONNECTIONS AT ALL POSTS AND
TENSION CONNECTIONS AT LEDGERS.
ABBREVIATIONS
TYP. -
TYPICAL
Sim.
SIMILAR
U.N.O. -
UNLESSNOTEDOTHERWISE
MIN.
MINIMUM
MAX. -
MAXIMUM
O.C.
r1 -
ON CENTER
CONTINUOUSOVER
(MIN. LENGTH)
® — INDICATES EXTERIOR BRACED WALL PANEL w/ SHEATHING ON EXTERIOR FACE IN ACCORDANCE W FRAMING NOTE I.
PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.
(MIN. LENGTH)
® — INDICATES INTERIOR BRACED WALL PANEL W GYPSUM SHEATHING BOTH FACES WITH EITHER FASTENER OPTION LISTED
IN FRAMING NOTE 2, SPACED AT 4.0.C. PROVIDE INCREASED FASTENING REQUIREMENTS AS SHOWN BELOW.
— INDICATES ENGINEERED WIND RESISTING ELEMENTS TO BE CONSTRUCTED AS SHOWN IN THE DETAIL SHEETS
REPRESENTS ROOF TRUSSES
FIGURE FASTENED TO PLATES
R602.10.8.2(3) I (3) ad TOENAILS A ROOF TRUSS FLAT gas @ 24" O.C.
SIMPSON H25 CLIP FASTENED TO (MIN. (3) PER BRACED
FRAME 2.4 BOX PLATES W Bd WALL PANELV
2x48LOCKING
AROUND TRUSS W BETWEEN TOENAILS @
BETWEEN TRUSS wr TRUSSES NAILED a'O'C'
SAME SHEATHING TO TOP PLATES.
AND FASTENING AS (}) ad NAILS EACH ft"WALL BELOW NAIL BOTTOM(Oq PEPLACPLATE TADEQUATE DEPTH LADDER TRUSS (4) 0.131"0NAILBOTTOM2X MEMBER) wl(3)16d NAILSx3' NAILSPLATE TO RIBBON EVERY16" e12x3JQWOOD BRACE/TRUSS./ BRACED
SCREWS @ i6' O.C. (}) i6d NAILB WALLPANELINSTALLEDIN EVERY 16' AH
ADDITION TO NAILS NAIL LADDER BRACED WALL CONNECTION
(UPPER LEVEL NAIL EACH TRUSS TRUSS TO TOP
TRUSS BEARING TO TOP PLATES. PLATESOT (ROOF TRUSSES)
WALLS ONLY) (3)Btl TOENAILS NAILS @6'O.C.
FLOOR
EXTERIOR BEARING WALL EXTERIOR NON -BEARING WALL TRUSSES
2x4 BLOCKING ROVIDE TRUSS
BETWEEN DIRECTLY IN LINE (4) 0.131'0
TRUSSES NAILED III BRACED WALL x3'NAILS
TO TOP PLATES M/
13) 0a NAILS EACH PANEL FASTENED BRACED SIMPSON
TO PLATES W ad .0WALL PANEL LTP4
TOENAILS @ 6- O. FRAMING
FLAT 2.6 @ 24" O.C.
(MIN. (3) PER BRACED PLATE
WALL PANED EACH END
NAIL BOTTOM PLATE NAIL BOTTOM PLATE FLAT 2x6 @ 24- O.C. SIMPSON
TO BLOCKING w/ (3) TO BLOCKING W (3) (MIN (3) PER BRACED LTP4
Led NAILS EVERY 16' 16d NAILS EVERY 16' WALL PANEL) FRAMING
PLATE
PROVIDE FULL DEPTH BRACED EACH END
BLOCKING BETWEEN PROVIDE TRUSS WALL PANEL
TRUSSES NAILED TO DIRECTLY IN LINE
TOP PLATES./ (3) Sd w/ BRACED WALL (4) 0.131"0
NAILS EACH PANEL FASTENED X 3' NAILS
TO PLATES w/ Sd
NAIL EACH TRUSS TO TOENAILS @ 6- O.CT. FLOUR
TOP PLATE W 13) ad TRUSSES
TOENAILS
INTERIOR BEARING WALL INTERIOR NON -BEARING WALL BRACED WALL CONNECTION
(FLOOR TRUSSES)
SECTIONS SHOWN DEPICT CONNECTIONS OF BRACED WALL PANELS TO ROOF TRUSSES ABOVE, TO DETAILS SHOWN ABOVE ARE
JOISTS(TRUSSEWBLOCKING ABOVE, AND TO JOISTS/TRUBSES'BLOCKING BELOW. THESE PANELS ARE NOT ALTERNATIVE CONNECTIONS TO BE
NECESSARILY REQUIRED TO ALIGN, BUT MAY DEPENDING ON PLAN LAYOUT. USED WHEN BRACED WALL PANEL
DOES NOT ALIGN WITH FRAMING.
THESE SHEETS REPRESENT 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
GROUPS DESIGN IS SHOWN ON THE STRUCTURAL DRAWINGS. WALLS NOT SPECIFICALLY LABELED ON THE PLANS MAY BE STANDARD FRAMING.
PROVIDE CONCRETE LINTEL AS SHOWN —
IN 0.S2 (SIM, CONTRACTOR MAY
CHOOSE TO LEAVE PLANK OPEN TO
BELOW AND INSTALL WOOD HEADER BY
OTHERS TO SUPPORT WOOD FRAMING
(4'FT) (4iT) (4-M (4-Ill (FFr) BRACED
WALL LINE
RIOIO
vANELAs
8" PRECAST PLANK
PROVIOE— �I
CONCRETE LINTEL y ,
3 AS SHOWN IN 4'52
TYP` �PEFIIORA
SHFJUi WALL
SHOVM IN
(4-FTJ. (4 FT) (4-FTI (4 FT)
(4FT) —
_ BRAi,EG -Y
WALL LINE)
BRACED (
WALL LINE
111G
D
BRACED �_111
WALL LINE
REFERENCE PLAN
SI LOWER LEVEL PLAN SHOWN FOR
LOCATION REFERENCE ONLY
�
REFERENCE PLAN
St MAIN LEVEL PLAN SHOWN FOR
LOCATION REFERENCE ONLY
—CONSTRUCT RIGID
SHEAR PANEL AS
SHOWN IN t S2
PROVIDE TOP A BOTTOM OF WALL
CONNECTIONS SHOWN FOR
BRACED WALL PANELS ALONG
INDICATED PORTION OR WALL
Autumn Ridge Homes, Inc.
415 County Rd. 110 N
Minnetrista, MN 55364
Revision Date Description
PLANS SHOWN LIGHT IN BACKGROUND ARE FOR
LOCATION REFERENCE ONLY. PLAN NOTES AND
ELEMENTS SHOWN LIGHT MAY NOT NECESSARILY
SUPPORT THE HANSON GROUPS DESIGN,
Registered Plans
All construction shall Comply with
the approved plans.
Construction details in plans
prepared and certified by
registered design professionals
cannot be ahead without prior
written approval from the designer
of record and review 8 approval
from the Department of Building
Safety.
Submit all plan revisions to the
Department of Building Safety for
review, prior to their Construction.
BUILDER IS REQUIRED TO SEND FINAL TRUSS
LAYOUT DRAWINGS TO THE HANSON GROUP
PRIOR TO CONSTRUCTION FOR VERIFICATION OF
LOAD PATHS AND FRAMING SIZES LISTED
I hereby ce^ `v that this pla,. speaflcauon or report
was prepared try me or under my direct supervision
and Thal I am a duly Licensed Professional Engineer
under the laws of the State of Minnesota.
CONSTRUCT
PERFORATED Signed:
SHEAR WALL AS
SHOWN IN 2152 Print Name: Nick Hanson
Date: 7-3-19 License Number 46665
3407 Kilmer L.I. N.W1
Suite 4
Plymouth MIN 554A1 „
Tel 612-708-3572
w.hansongrnupmn.com
Spring Park Residence
2478 Black Lake Rd
Spring Park, MN
Project Number: $1338
Data Julv 3. 2019
019J`
Sheets: 1 of 2
®COPYRIGHT HANSON GROUP. LLC 2019
11
FASTEN FRAMING ABOVE A$ LENGTH OF CONTINUOUS HEADER
SHOWN FOR BRACED WALL PANELS - - - - - - - - - - - - -
NAIL SHEATHING TO HEADER IFULL
NAILS @ TO .C. EA. WAY
FASTEN TOP PLATE TO HEADER
ROWS 16d SINKER NAILS @ 31
2 6't
LOCATE PANEL JOINT WITHIN 2'-0' F
R OF WALL HEIGHT AS REO'D (2X
OCKING REQUIRED AT SHEATHING
It) 2z6 BEARING STUD &(1)2s6 HEIGHT STUD EACH END OF HE(2) 2a6 BEARING $Tll05INTERMEDIATE FRAMINOTFASTEN BOTTOM PLATE TO BLOCIN FLOOR w. 121 GROUPS OF (2S INSTALLED
INLA STAGGERED PAT
FASTEN FRAMING ABOVE As
SHOWN FOR BRACED WALL PANELS
NAIL SHEATHING TO HEADER wr 8d- ,,
- NAILS 03'0.0 EA WAYTVP. -
FASTEN TOP PLATE TO HEADER
ROWS 16d SINKER NAILS @ 3'
LOCATE PANEL JOINT WITHIN Y 0' FROM -ti,
CENTER OF WALL HEIGHT AS REOD 12, SOLID
BLOCKING REQUIRED AT SHEATHING JOINT)
T b6 BEARING STUD & 11) 2.6 FULL
HEIGHT STUD EACH END OF HEADER
(2) 2.6 BEARING STUDS MIN.
FASTEN BOTTOM PLATE wr Y' a C
CONCRETE SCREWS@ 16' O.C. IN
ADDITION TO ANCHOR BOLTS (NOT
SHOWN)
Yl'O ANCHOR BOLT
(?'MIN EMBED) @ 72'
O.C. MA%
OR EQUIVALENT STRAPS
SLOPE GRADE AWAY 6'
FROM FWNDATON MIN.
=1 =
6' MIN. WIDTH • 20' MAX. J
HEK3t1T STEMWALL
Y' UK HEIGHT REOD AT MAN
LEVEL OVERHEAD DOORS /
e4 4 7-0' DOWELS O 38' O.C. J
CENTER AT PLANK LEDGE AND
HOOK AS REOUIRED AT
REDUCED STEM HEIGHT AT
MAIN LEVEL OVERHEAD DOORS
a4 HORIZ. BARS (15 24' O C -\
!1 1I
t.----.,---------1. - -
Imo,
I �
um
am
FRAMING DETAIL
S2 STACKED RIGID SHEAR
NOTE PANELS
OW FRAMING ABOVE BY OTHERS INFOAPPLIES SYMMETRICALLY ACROSS
DETAIL UNLESS NOTED/SHOWN OTHERWISE.
I HORIZ. SAR AT TOP OF STEMWALL
EMBRANE & INSULATION BY OTHERS
8' CONCRETE PLANK w/ 4- MAX.
AVG. CONCRETE TOPPING (MAX.
SPAN APPROX. 2 r-T OUT TO OUT)
4' MIN. PLANK BEARING
RLO
ES0L
�I —BYPR COP RALLW L WALL
2'
VERTICAL BARS OPTIONS:
e5 BARS @ 18' O.C.
e6 BARS @ 24- O.C.
(SEE NOTES BELOW)
SLAB -ON -GRADE
M a 2-0' DOWELS IS 72"O.C.
15- MIN. EMBED)
W WIDE . 10' DEEP MIN.
CONCRETE STRIP FOOTING
(24'WIDE. 10' DEEP AT
PLANK NON -BEARING WALLS) A
CENTER FOOTING BELOW
FULL WALL THICKNESS
3 WALL SECTION
\�V FOUNDATIONWALL SUPPORTING
PRECAST CONCRETE PLANK
NM
1, VERTICAL REINFORCEMENT MAY BE REDUCED TO e4 BARS @ 36'
O.C. ALONG SIDE WALL w/ NO GRADE AND REAR GARAGE WALL
SHARED WITH HOUSE BASEMENT.
2. INSTALL (1) ADDITIONAL e4 VERTICAL BAR FULL HEIGHT EACH SIDE
OF WALL OPENINGS.
-- FASTEN KING STUD TO HEADER w:
12) ROWS 16d SINKER NAILS @ 3- O.C.
--LARGE HATCH AREA INDICATES 'ZWOR
THICKER PLYWOOD OR 0513 SHEATHING
APPLIED TO EXTERIOR SIDE OF STUDS
w STANDARD 6',12' NAILING
-SIMPSON LSTA24 STRAP ON INSIDE FACE
OF WALL (PROVIDE SPACER TO FLUSH
OUT HEADER TO WALL STUD THICKNESS)
SMALL HATCH AREA INDICATES ''/•i OR
THICKER PLYWOOD OR OSS SHEATHING
APPLIED TO EXTERIOR SIDE OF STUDS
(NAIL SHEATHING AROUND PERIMETER w: (2)
ROWS M NAILS @ 3-O. G. STAGGERED & TO
PLATES 'BLOCKING @ 3- O.0 )
- SIMPSON MSTC52 STRAPS CENTERED
ON FLOOR SYSTEM AT LOCATIONS
SHOWN (PROVIDE 2. BLOCKING IN
FLOOR SPACE AS REQ'D)
—LARGE HATCH AREA INDICATES %e OR
THICKER PLYWOOD OR OSB SHEATHING
APPLIED TO EXTERIOR SIDE OF STUDS
wSTANDARD 6' 12' NAILING
-r FASTEN KING STUD TO HEADER,
(2) ROWS 16d SINKER NAILS @ 3-O.C.
SIMPSON LSTA30 STRAP ON INSIDE FACE
OF WALL (PROVIDE SPACER TO FLUSH
OUT HEADER TO WALL STUD THICKNESS;
— SMALL HATCH AREA INDICATES %e' OR
THICKER PLYWOOD OR OSB SHEATHING
APPLIED TO EXTERIOR SIDE Of STUDS
NAIL SHEATHING AROUND PERIMETER w' (2)
ROWS Bid NALLS @ 3-O.C. STAGGERED 8 TO
PLATES , BLOCKING @ 3- O C I
-SIMPSON STHD14 EMBEDDED
HOLDOWN ANCHOR AT
LOCATIONS SHOWN tREFER TO
7 S2 FOR ALTERNATIVE OPTION)
04 VERT. BARS @ 24- O.C.
e4 HORIZ. BAR AT TOP
OF STEMWALL1g4'
MN. PLANK LEDGE
6' MIN. WIDTHa20.MAXHEIGHT
STEMWALL
MEMBRANE BELOW TOPPING BY
OTHERS
121 t4 HORIZ. BARS
BELOW PLANK
WCONCRETE PLANK wl C MAXBEARING
AS SHOWN
AVG, CONCRETE TOPPING (MAX.
APPROX. 24'-0' OUT TO OUT)
7186 FSPAN
BARS AT
1BOTTOMOM
OF LINTEL
9S4' MIN. . CLOSED SHEAR
TIES @ 6- O C.
LINTEL SECTION
n
S2
CONCRETE LINTEL OPTION SUPPORTING
PRECAST PLANK (3 3- MAX. CLEAR SPAN &
B'-3'
(1 SIM PLANK NON BEARING LOCATION)
FASTEN FRAMMG ABOVE AS SHOWN
--------------------------------- FOR BRACED WALL PANELS
-- - - - - - - - - - - - -- ---- - - - - ---
HEADER & BFARINGKING
STUDS AT BIDES OF
OPENINGS BY SUPPLIER
PROVIDE DOUBLE STUDS AT
EACH END OF SHEARWALL
(MAY USE BEARINGKING
STUDS AS REO'0)
' HATCHED AREA INDICATES ;,OR
a THICKER PLYWOOD.OSB EXTERIOR
SHEATHING FASTENED TO STUDS,'
SKI NAILS @4'OC AT PANEL EDGES
i & @ I O.0 AT INTEROR SUPPORTS
TYPICAL 2.6 STUDS @ 16' O.C.
FASTEN BOTTOM PLATE
w 13) 16d NAILS EVERY 16'
SIMPSON MSTC52 STRAPS CENTERED
ON FLOOR SYSTEM AT LOCATIONS
SHOWN (PROVIDE 2a BLOCKING IN
FLOOR SPACE AS REOD)
/-- FASTEN FRAMING ABOVE AS SHOWN
----_-__-_.-- --_- _- -_- - ------ FOR BRACED WALL PANELS
—HEADER A BEARINGKING
STUDS AT SIDES OF
OPENINGS BY SUPPLIER
PROVIDE DOUBLE STUDS AT
EACH END OF SHEARWALL
(MAY USE BEARING KING
STUDS AS REO'D)
HATCHED AREA INDICATES %e OR
THICKER PLYWOOD OS B EXTERIOR
SHEATHING FASTENED TO STUDS w,
ed NAILS @ 4- O C. AT PANEL EDGES
& @ 12' O C. AT INTERIOR SUPPORTS
TYPICAL 2r6 STUDS @ 16-0 C.
t
PROVIDE . 4'CONCRETE
SCREWS @ 16.0.0 THRU SILL PLATE
INTO FOUNDATION AT THIS WALL
PORTION IN ADDITION TO ANCHOR
BOLTS NOT SHOWN)
SWPSON STHDI4 EMBEDDED
HOLDOWN ANCHOR AT
LOCATIONS SHOWN (REFER TO
7S2 FOR ALTERNATIVE OPTIOM
2 FRAMING DETAIL
52 STACKED PERFORATED
NOTE SHEARWALLS
INFO APPLIES SYMMETRICALLY ACROSS
DETAIL UNLESS NOTEDrSHOWN OTHERWISE.
FASTEN FRAMING ABI
SHOWN FOR BRACED WJgl PANELS
FASTEN FRAMING ABOVE AS SHOWN
FOR BRACED WALL PANELS ALONG
THIS $HEAR WALL AS WELL AS
ABOVE OVERHEAD DOOR
TYPICAL 2.6 STUDS @ 16" O C.
TYPICAL 26 STUDS @ 18'Q
PROVIDE DOUBLE STUDS-+
PROVIDE DOUBLE STUDS AT AT END OF SHEARWALL
EACH END OF SHEARWALL MAY
jH
b
USE BEARING & KING STUDS AS HEADER 8 BEARING -KING STUDS AT SIDES-•�i
REOD BY SUPPLIER)
OF OPENINGS BY SUPPLIER
HATCHED AREA INDICATES%6 OR
THICKER PLYWOOD OS EXTERIOR
1 SHEATHING FASTENED TO STUDS w, HATCHED AREA INDICATES %r: OR-^
86 NAILS @ 4- O C AT PANEL EDGES THICKER PLYWOOOOSS EXTERIOR
& @ IT O.0 AT INTERIOR SUPPORTS SHEATHING FASTENED TO STUDS w!
N NAILS @ 4- O C AT PANEL EDGES -
j
8 @ 12' O.C. AT INTERIOR SUPPORTS
MPSON SPADI4RJ HOLDOWN
NCHOR FASTENED TO DOUBLE
UDS tREFER TO 7 S2 FOR SIMPSON STHDI 4 HOLDOWN ANCHOR,
STANSTALLED HOLDOWN OPTION) FASTENED TO DOUBLE STUDS
RREFER TO TS2 FOR POST -INSTALLED
STEN BOTTOM PLATE HOLDOWN OPTION)
(3) IM NAILS EVERY 16'
OCK THROUGH FLOOR 12) Y' O ANCHOR BOLTSI7' MIN. EMBEDI�-
01TI
STEM BELOW STUDS
CONCRETE FOUNDATION BELOUNDATION
WALL BELOW
PICAL ANCHOR BOLTS HOT
HOWN
n FRAMING DETAIL
S2 SHEAR WALL
NOTE
INFO APPLIES SYMMETRICALLY ACROSS DIET AIL UNLESS
NOTED OR SHOWN OTHERWISE.
rH®
FRAMING DETAIL
S2 STANDARD SHEARWALL
ANCHOR AT LOCATIONS
SHOW/( w/Y'0 a 12' LONC
SIMPSON TREN HD
SORE W IN ANCHOR
Autumn Ridge Homes, Inc.
415 County Rd. 110 N
Minnetrista, MN 55364
Revision Date Description
[CONCRETE
FOUNDAT N
BELOW
ALTERNATE HOLDOWN
SIMPSON HTT5
HOLDOWN ANCHOR
Y'O THREADED
FASTENED TO
DOUBLESTUDS
ROD w/NUT &
WASHER AT
HOLDOWN END
P N
ry S�ZEM
CONCRETE
Y'O SIMPSON TITER MD ROD
FOUNDATION
COUPLER wl W EMBED INTO _-'
BELOW
CONCRETE (MAY OMIT &
EPDXY THREADED ROD B'
DIRECTLY INTO CONCRETE)
ALTERNATE RAISED HOLDOWN
n FRAMING DETAIL
S2 POST-INSTALLEDHOLDOWNCPTION
,Registered Plans ,
All construction shall comply with
% the approved Dlan6.
• Construction details in plans
prepared and certified by
registered design professionals
cannot be altered without prior
written approval from the designer
of record and review & approval
from the Department of Building
Safety.
Submit all plan revisions to the
Department of Building Safety for
review, prior to their construction.
I Hereby certify that this plan. speciflcanon or report
Wes prepared by me or under my direct supemmon
and that I am a duty LK..md Professional Engineer
under the laws of file Sala a KM*Wa
Signed: `
Print Name: NKir Hanson
Date: 7-3-19 Li6wlee Number: 46665
3407 Kilmer Lane III
Suite 4
Plymouth. MN 55N1
TN 612-7011-3572
-_ w.naneongroupmn.com
Spring Park Residence
2478 Black Lake Rd
Spring Park, MN
Project Number: 9.338
2019
Date: July 3. 2019J`
Sheets 2 01 2
OCOPYRIGHT HANSON GROUP. LLC 2019
DIMENSIONS ARE
STUD TO STUD
,IP FLOOR -SYSTEM
19.2" O.C. SPACING
WEBS LINED UP
FOR DUCT CHASE
-A.0OR 7Rus8Es CUPPED_ i
13116" EXTERIOR BEARINO!
I �
HANGERS
65-10416
4-06-00 _ 49-04-06
9.
•� � r Ij I i I ' ` i i
N t
•.�j- t' i i; j �. II i .'I PP�D_ jt I I
'FL; 3H •PLI� '
•i I ! r � L. 111.6" VL
u
j I j i w Il i C? 9
CO
�SUL26 #
LSU26 1 I 8-00-00
HUS26 _
! HUS28 +
HHUS26-2 ?
HHUS26-2 > I ;_ALL HEADERS PROVIDED BY OTHERS!
HGUS28-2 $ i
LTHSA26 %
THASUR29 : !
ME:
TRACTOR MUST
SUPPLY AND SET WEB BRACING
ENCLOSED TRUSS DRAWINGS
sEI1Cz
Trusses & Lumber, Inc'
47-06 00
65-10-06
-- -- - 12-00-00 -
•
i �
It
I
r
•,il
r
i
Ij �Iij
�
('
I
I
•
i . t
414
4
.-
q
�I.�
i4
�� .;•-
4 9li4':
•-I.r-
i�l
18-04-08 - -
--- -
cleft THIS IS A TRUSS PLACEMENT DAORAM ONLY• TMwa Mses "designed as hgS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSS--1 AND WIDE ALL PREVIOUS
_ Simonson_ Lumber - Hutchinson ■dMAal puking mmponnL t, a Inomporabd uad d,a bundbq desgn d» ARCHITECTURAL OR OTHER TRUSS LAYOUTS RENEW AND APPROVAL OF THIS LAYOUT MUST ST
S•� `-- ��: ---'— - ---'-- ------ 4 FIcaton cr rha ta"eq dealgner. Saw, IndNlduar design sheen br each 1.7ree RECENE'0 BEFORE ANY TRU88E81'ALL BE BUILT VERIFY ALL CONDITIONS TO INSURE AGAINST
Autumn Ridge/Spring Park - s'.agn Iry wd d on ha pYcanrnt Aawlnq. The Du' dnq d*atgnr b ■■panatle for CHANOES THAT WILL RESULT IN EXTRA CHARGES TO YOU
Seth McClurg coaarc: Bolas: r. �d almv war: Tb.daspoerf U— ,pp ,cta+ InG sing eFrd...be—,
l
Vft wale, and ctltr„ns Is the M&M Wblllry of Me bukh g dssyra-.r For general qulda—
regardhg bmb g eorrun T =inj .?wood Wssei ■+ellabb hor R. Tfu" .olata •e
977 MIDUSTRIAL DRIVE Styfa. Modfed Dace. Site Irdortnayon' .k1A: a acme. 663 D O"ho Lime Madson WI 61197 pate
WEST SAIiM, Wn soee9 NT.B. 61173 Approved B
(we) 7W2414 Spe-v Park. IN PP Y _- - - — - --- - Approved: -
DIMENSIONS ARE
STUD TO STUD
9112 PITCH
FLAT CEILING
7" HEELS
12" O.H. 2305-11
Fj TRUSSES PROVIDED AS
EYEBROW FRAMES
ATTACHMENT BY OTHERS e< 23 9
4
is n
4-
�I h ili
9
N M C4 cm 06
zjt
t--oil "I
ESJ'
2-al$-oo
:RS
M)'H2.51A ANCHOR;
S-YL26 #
CLIPS INCLUDED 1
LSL)26 & PER PLY PER
HUS26 EXTERIOR BEARING
HUS28
HHUS26-2 *1
HHUS28-2 >
HGUS28-2 $
LTHSA26 %
THASL/R29
(:57TP::
CONTRACTOR MUST
I
PUPPLY AND SET WEB BRACING
PER ENCLOSED TRUSS DRAWINGS
i
SELECT
Truzses & Lumber, Inc.
Handframe Areasj
:3M2 CRICKET
84-10-01
43-04-)L .12-OM
Ir
Or
7 4
I tAJ5
dQF-A3
. av
AA
MASTER'CEILIN 24"0
:CONDITION TO BE AJ3
A07(1-, j UNDERFRAMED iz.0"o
9
0-4
ey CY I%I CY
OF-A2
91
_Ak4 - FIAT CEILINGS 1j
1 ;+4 + -CNI j- H. - 9
f`1 INNI C4 -
ddl
IS L',
474)1
Client.
Simonson Lumber -Hutchinson
THIS IS A TRUSS PLACEMENT DIAGRAM ONLY Theses vases :: disslocd as
THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS
lind.Must bwk�g wniponerta W be r—paaW Inlo the 13uLWIN d ,, ,
ARCHITECTURAL OR OTHER TRUSS LAYOUTS, REVIEW AND APPROVAL OF TNkS LAYOUT MUST OF
Draiwin By.
Job D Idge/Spring Pe
Autumn R irk -
spec & toe building designer. See Ind(widual detign sheet. bf each Mal, "
n kkngrled n the pla�snt drawhig. The bLAIdin Ignat I* responsible
RECE%0 BEFORE ANY TRUSSES WILL BE BUILT VERIFY ALL CONDITIONS TO iNSUR AGAINST
THAT WILL RESULT IN EXTRA CHARGES TO YOU.
lennPonary shed pan�wt bradV of the =1 sad ADor agy�w-. and W the civalsill,
Seth McClurg
ocinisee: 'dw
iswawna. he cieo. of ft VL.— *Pm strp lni:ludling neadem. beam,
_5w_ Mck W.,dar
viiallhi, andZiuire is vb responebuty a' the bawing designeir. A., gsiftesnal guidance
cwwA -9nidIng ofwood itusesis' sm.,afteAs km " T� Pjam
==lf& 0,N., Moid-, V 63197
Date
Scab.
UO&W Dow.
Sm wtiosmistion:
JDW.
975 INDUSTRIAL DRIVE
WEST &AUEM. WI 5ANS N T,S.
7U-14,4
Epn% Peak. MN
61174
Approved By: Approved:
f6W)
LEGAL DESCRIPTION:
Lot 3, SKARP AND ' LINDQUIST'S ROSE HILL, Hennepin County,
Minnesota.
SCOPE OF WORK & LIMITATIONS:
1. -Showing the length and 'direction of boundary lines of the legal
description listed above. The scope of our services does not include
determining what you own, which is a legal matter. Please check the
legal description with your records or consult with competent legal
counsel, if necessary, to make sure that it is correct and that any
matters of record, such as easements, that you wish to be included on
the survey have been shown.
2. Showing the location of observed existing improvements we deem
necessary for the survey.
3. Setting survey markers or verifying existing survey markers to
establish the comers of the property.
4. Showing and tabulating impervious surface coverage of the lot for
your review and for the review of such governmental agencies that
may have jurisdiction over these requirements to verify they are
correctly shown before, proceeding with construction.
5. Showing elevations on the site at selected locations to give some
indication"of the topography of the site. We have also provided a
benchmark for your use in determining elevations for construction on
this site. The elevations shown relate only to the benchmark provided
on this survey. Use that benchmark'and check at least one other
feature shown on the survey when determining other elevations for
use on this site or before beginning construction.
6. Note that all building dimensions and building tie dimensions to the
GRADING & EROSION CONTROL NOTES:
BEFORE DEMOLITION AND GRADING BEGiN
• install silt fence/bio roll around the perimeter of the construction area.
• Sediment control measures must'remain in place until final stabilization has been
established and then shall be removed. Sediment controls may be removed to accommodate
short term construction activity but must be replaced before the next rain.
• A temporary rock construction entrance shall be established at each access point to the site
and a 6 inch layer of 1 to 2 inch rock extending at least 50 feet from the street into the site
and shall be underlain with permeable geotextile'fabric. The entrance shall be maintained
during construction by top dressing or washing to prevent tracking or flow of sediments
onto public streets, walks or alleys. Potential entrances that are not so protected shall be
closed by fencing to prevent unprotected exit from the site.
• Contractor shall install inlet protection on all existing storm sewer inlets in accordance with
the city standard details. inlet protection shall also be provided on all proposed storm sewer
inlets immediately following construction of the inlet. Inlet protection must be installed in a
manner that will not impound water for extended periods of lime or in a manner that
presents a hazard to vehicular or pedestrian traffic.
DURING CONSTRUCTION:
• When dirt stockpiles have been created, a double row of silt fence shall be placed to prevent
escape of sediment laden runoff and if the piles or other disturbed areas are to remain in
place for more than 14 days, they shall be seeded with Minnesota Department of
Transportation Seed Mixture 22-111 at 100lb/acre followed by covering with spray mulch.
• A dumpster shall be placed on the -site for prompt disposal of constmction'debris. These
dumpsters shall be serviced regularly to prevent overflowing and blowing onto adjacent
properties. Disposal of solid wastes from the site shall in accordance with Minnesota
Pollution Control Agency requirements.
• w w
A separate container shall be placed for disposal of hazardous waste. Hazardous asses
shall be disposed of in accordance with MPCA requirements.
• Concrete truck washout shall be in the plastic lined and dispose of washings as solid waste.
.. 19943.7 /
A�
v
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1,5/
i6ry/
j
X 944,6
INSTALL ROCK I
9�4.
-- /
•--945.5tw
CONS 7RUC77ON-
_ - /
945.Obw
ENTRANCE PER N07ES `,` y
945.2 '
�-INSTALL SILT
``'k46,2
FENCE/8I0 ROLL
INSTALL SILT - \
FENC£/$/O ROLL X
/ m /
-PROPOSED
�947.5tw
RETAINING WALL
EXIS77NG �h0o ••
WA7ER SERWCE-. `�` 0. �� �'
�; '--946.Jbw
\
948,3 Q
X 9a \0�18�-("
G4 ^947.-14
[/
942.s 948.Jtw �co��
�i 942.56w
/`
PROP/OSED�
>Y --9494O.' \SDI
¢ 47.8
-,
945. Obw \
9'4Y.4�=-945.Otw
yx" 9N, �°e p
94
W 9� ,� Y
:DRI WA
10., _.942.OtW, 941.7bw
' 9J8.Jbw(W)_
/
x
948
(
/ 0
\ _ 22
�940.26w(E)�
4 _
o $,392 9 0B
Q• u
9yry �950
\
1936.
939.9.
�µ•
`B / Q 94B.9
'- 3,
---998•,8-
-939.3
/
nn'
O(�`u. 949.7'j �e5
`- hQ C, 9 J
S. 1
9 'O
938,4
40.3
9390
property lines, are taken from the Siding and or stucco of the
• Sediment control devices shall be regularly inspected and after major rainfall events and
(vim t F 953.5 ti 3 4 N 9 939_7 ___-- -- ---- A
m=
- budding.
shall be cleaned and repaired as necessary to provide downstream protection.
OeoQ ° -_ •} ` a e iiilll
- D 93 938.5. N.
7. While we show a proposed location for this home or addition, we are
• Streets and other public ways shall be inspected daily and if litter or soils has been deposited
_ 946,5 1D (f 939.2__,BO
/ Z
'
not as familiar with your proposed plans as you, your architect, or the
it shall promptly be removed.
f // - -_ 5° gJ` 5 93d.7" - 9975 Q
builder are. Review our proposed location of the improvements and
if necessary. vehicles, that have mud on their wheels, shall be cleaned before exiling the site
�- °n e PROPOSED I - N
yard, grades careful) to verify that the match our plans
proposed Y l� Y fT Y Y P
in the rock entrance areas.
-_ g40 3 93 937,1 � A
_. 94e, !p` II I I I I I I I 931.7 n
before construction begins. Also, we are not as familiar with local
Moisture shall be applied to disturbed areas to control dust as needed.
Q = o �9 INDWELL /NG �
codes and minimum requirements as the local building and zoning
. portable toilet facilities shall be placed on site for use by workers and shall be properly
)
j -"/ / 35.x1y 996 O\�s
officials in this community are. Be sure to show this survey to said
maintained.
fl =_ m9339 936J, \ TT
officials, or an other officials that may have urisdiction over the
Y Y J
• If it becomes necessary to pump the excavation during construction, pump discharge shall
9 5 t.
_ vy t 0� S o933� 5 9J7. bw
10•. ,� 11 935.5 9J7.56 w(W)
\
proposed improvements and obtain their approvals before beginning
be into the stockpile areas so that the double silt fence around these areas can filter the water
Ne + 36.3 3 n . en 3 6 936 P 9J8.5bw(E)
99
constriction or planning improvements to the property.
before it leaves the site.
_ p j4• _ --RAISE EX/S77NG
_ �er 5, , 9 3e kE \\ I RETAIN/NC WALL
`p��Y 934.E
8. While we show the building setback lines per the City of Spring Park
Temporary erosion control shall be installed no later than 14 days after the site is first
d111 93s.2 "--9J7.Stw
f
web Site, we suggest you show this Survey to the appropriate city
disturbed and shall consist of broadcast seeding with Minnesota Department of
- _ t t0 9 3 N 06 _ 9J7.2bw(W)
officials to be sure that the setback lines are shown correctly. Do this
Transportation Seed Mixture 22-1 l 1 at 100 lb/acre followed by covering with spray mulch.
- PROPOSED/ "
BEFORE you use this survey to design anything for this site.
-
Erosion control measures shown on the erosion control plan are the absolute minimum. The
contractor shall install temporary earth dikes, sediment traps or basins and additional silt
RETAIN/NO WALL / �nl D - 97 93 4 933.6 .--9j6', SIN•
933.8 5 B 934'2 gJB.Obw(W)
8
9J55tw-"• -�9327 DS 1 x 931.6 93 9JJ.Obw(E)
.-
STANDARD SYMBOLS & CONVENTIONS:
fencing as deemed necessary to control erosion.
9JJObw .o `, w 9J356w(w)
838
"0" Denotes iron survey marker, set, unless otherwise noted.
SITE WORK COMPLETION:
"as
9J2.56w(E)
'932,2X 995�y 932.5
When final grading has been completed but before placement of seed or sod an built"
•• 04 931.4 9332
survey shall be done per Spring Park requirements to insure that grading was properly done.
s� 9x� .-gy9
LEoMV%
When any grading has been completed,. sod. or seeding shall be completedybi2;-
RYIST,W49 CONTOUR- _ - - - 935 - - -
_ _ -remedial
including any erosion control blankets for steep areas.
-
9J4. Otw--" 931.5x _ i�
9J2. Obw r n� �F 31 -
• When turf is established, sill fence and inlet protection and other erosion control devices
_ - 930,3' 3 Sr_
/VISTA[[ SILT- {� \\ / SF �� 930.5
EXISTING SPOT IsLIs 154TION x 935.5
shall be disposed of and adjacent streets, alleys and walks shall be cleaned as needed to
FENCE IO ROLL _ /� 930- - - • 9299
deliver a'site that is erosion resistant and clean.
PROPOSED ELEVATIONS
SF A� i 9293 295 4ot4o^to�jotar
PROPOSED CONTOUR 995
Contractor shall maintain positive drainage of a minimum 2% slope away from proposed
FIRST FLOOR (SUB -FLOOR = 949.30
v /� > e D10 4 �19n
building.
TOP OF FOUNDATION = 947.44311
FLOOR 938.74
�I� i �Eo^9det�or9
9294
PROPOSED SPOT ELEK4TION 995.5�
BASEMENT =
FLOOR "=
»5° 6p� y6 ((x 'A
929. V
(1Pr=T0P OF J1PAa hw=B07TOM OF 11PAW
GARAGE 948.60
j •Q1
a
\
DR4i ,40E "BO#' - FLOJlP
\ 93o.1i
linnet°nk
SILT FENCE BIO ROLL SF
/
EXISTING HARDCOVER
PROPOSED HARDCOVER
/ rj'� 929.1 e
Lak
House 946 Sq. Ft.
House
2,280 Sq. Ft.
!/ATER LINE W
Existing Deck 252 Sq. Ft.
Future Deck
174 Sq. Ft.
Concrete by garage 381 Sq. Ft.
Front Walk
146 Sq. Ft.
GAS LINE G
Bituminous 570 Sq.. Ft.
Driveway
540 Sq. Ft.
STORMWATERMANAGEMENT NOTES -
Garage 451 Sq. Ft.
Ret. Walls
95 Sq. Ft.
OVEEhTAD UTILITY LiNE E
Concrete by lake, 216 Sq. Ft.
All roof stormwater runoff shall be collected by gutters. Downspouts will direct stormwater towards
-
Porch 290 Sq. Ft.
TOTAL PROPOSED HARDCOVER 3,235 Sq. Ft.
swales on east and west side of proposed home. Swales shall route stormwater to rear and front yard,
h'XIS77N6!' Ci4TCH BASIN -
-
Ret. Walls 221 Sq. Ft.
AREA OF LOT TO OHW
8,869 Sq. Ft.
restricting flow onto neighboring properties.
- -
• Landscaping rock beds installed on east and west side of proposed home will reduce velocity of runoff.
L;YIST7NG POlPER POLE'' �
TOTAL EXISTING HARDCOVER 3,327 Sq' Ft.
PERCENTAGE OF HARDCOVER
TO LOT 36.5%
Rock beds shall not be lined with plastic, which will allow for infiltration/retention of stonnwalcr.
AREA OF LOT TO OHW 8,669 Sq. Ft.
DOAlV SPOUT LOCATION/GU7TF.JP FL01� DS
• A, grass buffer of minimum 50' is proposed between Lake Minnetonka and all proposed hardcover
PERCENTAGE OF HARDCOVER TO LOT 37.5%
surfaces. The grass buffer will help filter stormwater runoff.
•NO7E NO SIGNIF_ ICANT TRUES NZLL BE DISTURBED•
DATE
REVISION OESRLPTION -
DRAWING ORIENTATION 8 SCALE
CLIENT NAME / JOB ADDRESS
-r7�T
Advance
Advan c e
I No`w ""m THAT THS PIAN,YFEC T101 OR
FOW WAS PFEPAFED BY VE OR LKS MY DKCr
�N9a ua THAT 1 Au A DLY umtsn atu
DImE- TIE 1AT6�OF�STAIE.GF IQR60IA
DATE SURVEYED:
AUGUST 25, 2016
. SHEET TITLE
PROPOSCD SURVL' Y
SHEET SIZE j 7cr X 22"
5-21-19
PER CLIENT-,_
`DUWi4
,T [v
r71 �T'� 1 27 T7-� HOMES
A Ul U1P11Y RIDGE ll O ES
SURVEYED BY: ADVANCED SURV.
8-4-19
SPOUT LOCAnONS k QITTER FLOW
N
Su -eying & Eng%neenng, CO.
8 ENGINEERING, CO.
SHEET NO.
6-10-19
NORTH RETAINING WALL ELEVATIONS k STORIAWATER NOTES
-
-
24 %8. BLACK LAKE ROAD
s tinx• _
DATE DRAFTED:
DRAWING NUMBER .
- •
0 20'''
' '
a0' .
SPRING PARK, MN
5700 MN
Minnetonka, Minnesota $5 ss34s
52718Si.
LICENSE N0
MAY 9, 2019
# 190289 JR
Phone (952) 474.7 964
Web: wviwad,sur.mm
MAY 9, 2019
°^TE
-
SHEET I OF I
LEGAL DBSCMI'TION: Or, AGING 6. tMoSION t OA 1It01. NO I I,S: r.� r
Lot 3, SKARP AND LiNDQUIST'S ROSE HILL, Hennepin County, :l am—iY1S gj� ��
Miarlesote. BEFORE EEMOLiTION AND GRADING BEGIN 1 i
• In,ta!]bAtlrace:UiutullamuudOwperitac(crtfslu:cu,n!sucl.uuu,w.
SCOFF OF WORK &. i.IMITATiCINS: Sediment control mrasares Trust remain in place tntil final stabi! zotioi h3A been \ q /
1. Showing the length cnd direction of boundary lines of the legal esab:ubcdand then shall he removed. Scdilntnt --ontrcls oral beremoved to acconimadat: PCAi �nJ 04.rQJ>1
shirt tens constriction ac.i%,hy but must b=replacedbc:ore tIc rex: min.
desert Lion listed above. Tha sco -e of our services dais not inclt:dc 'l �
det.rmining what ycu Own, which is a legal matter. Yiease check the A temporary tuck COnatnlrn0u •nuance that) be eass:]lishel at etch xccest poin: m the ate—^tS'%i ei �� 1^d c-� i 63��
and a6 inch trye-nf 1 to 7. inchrock extending- otloest SO err! frxnthe strerr into thr.sitc t
Ieg3l description with your records or consult with campUcat legal ate{ shall ha nnderlatn with p^ngenhlegrntextilr fnhric Tl a fntran`P. tkp;I M mR,llairted r�,�,. /
counsel, if necessary. to make sere 1l•.at it is correct and Ott: any during cnnatn:rtian by tar. dre,ng orwaphing toprevenl trackire or Cow risedirnertc
matters of rernrd, such a: msiementF, that you wkb to he inelude-d nn onto public streeLs. na3cs or alleys. Pate itial entrances that are Dot so protected shall he
the survey have been shown. closed by fining to prevenl'anpmlected exit from the site.
Showing the louaticn of ciJscr vcd existiEg itrprovetncuts we decal CVntruv!uf 511LI1 install nul:t ptulecllutt Va 35 CAi%tu1g SEJ11n SOWC1 ilttet5 III EeCVIdOuCe wlth
nocoesary for the survey. the cuy standesd dcta;ls. Inict pratecwushall also b, p:ovidcd on all proposed storm 6ewe1
_. o survey markers to inlets,ancdiatcy following construction of the Wei. exert Protection must kc i]stallcd in a
Setting survey markers o: ':Crifying exislin/
manner that will not irrpoand muter for extended pcnods of time or in a manner that k 94+ a
establish the comers of the property. present9 a hazard tovd;ecta: or pede marl tm;e� JC 9yq FV; •-'}
4. Shnwing ant, tahulating impervious surface coverage nF the int `or VrSMIL ROCK
DURING CONSTRUCTION: YYYS7iuCA�V-, ( ,
your review and for the review Of Such governmental agencies that • when dart stockpiles love he A 3rellel, a double rote of six fen¢ shaL be teed h evem Yp y ' INSTAL! ,S141
w'' N pr fh R/JlfF PEP tior s F,sz ,
may have jurisdiction over :hcsc rcquirrntcttts to ver.fy they are escape efsedi.prat ladeunmoffand it thtp:les or otherdisturbed areas are to remizm in v fENdL/$ro RO[i
LOlrcctly Sllown before rocecditi F with cons.i uc(iou. lace fir. more Clam 14 days, theyOtt:l be seeded with Kratewilt 5nmem of IMSMU s;'Lr • , �.1}.•
p b 7'rars nation seed hllxruc 22.111 at I001bltcre followad Cov tit wilt spray mulch, f£NCEILE•O Rat ;S x ` r1TA REr G JiY1 pS�'�9 a�' b e-d.l 11 y `1
_. Showing elevations on the sae at salaried locations to give some Po �' g P 9 A
indicction of the topoRniphy of the site. We have also provided E • A dumpiter shall be placed on the site for prompt disposal of corstrucuon debris. These fX7S)7N0
WATER Sffil E•I i+96
perch nark for your use in determinirg elevations for construction on dllmrste s shall Ce serviced regL:arly to prevent c rerflowing and blowingon:o adjacent ��` C f74 ,,e3
this site. The elevations shown relate only to the benchrnark provided Drvpenies. Disposal of solidwasta from ilia s;te shall in accordance with Minnesota P •,s+7.s o r o
en this survey. Usc that lenchmark and check at least in: oilier Pd:utionComrolAgeccyrmuetneaL9. C „• K \�, "' 4Z.-'VW
• A co crate container rl:atl be Lced for cis oral cf hazardouc waste. Fiaaardour ,cartes �� 1# ss, \ / 94T:..
fta.tuc Shuwu vu Ilx sutvvy when tk uutiuirtg nth r cicvatiuus for p P F ♦ Sid OrFr 3 n
shallaelsposcJofinaccDrdasueai aTdPCArequiaments. f +?e 94ZCN1a` n
use on this site or before begir_ning censYn:ct:on. � rc .��
• Concxlc trick washout sba;l be in the plastic lined and disimc cf washings is ro;id waste.
C. Note that all building dimcns;ocs and hui.ding tic dimensions to the ,+. 9360bw
property lines, are taken from the s.ding and er stucco of the 5ed;tneatcontroldrvic spa;lhengt'ady nspecteda�aRermajcrraiafaaevantsaid / 1 a 0
building. shall Se cletncd tad repaired as nccessarl to provide dearstream ptotectim. 1 ° ��ta n+e. "+Z11 V, a e
\"'z
While we show a proposed location far this home or addition, vve are • Succta asdotkcrpublic ways sh];1 be in.+pectcd daily and iFli cr orso s ha,br_-n d.tio,itcd i'i 9+0 / �9r] 91s 'f f '' 9;a 93f.9
taut as fauliliat '.Vi:lt yu it pruposcd plans as yuu, yuut are.iitzo, Lt the it shall promptly ze removed. f./d. a
, x 93y �
9/9.J o r J u.
builder are. Reviaw our proposed location Of the inlpTOVCmellu and • If,ccessary, vrh,c;cs, Chat have ToLd on their wheels, shalt be cleaned before exiting the site C F� " rya 1s ,,;! 9 SYi 9C
proposed yard grades carefully;o verify that they match your plans mthe ro:k ntrarccarcas. ��P Dt 9srs s Q, + ........
• Mais'ure shall be applied to disturb¢ oG " a
before construction begins. Also, we are not as familiar with local d areas to control dust as needed. A v io pd> 1 a
codes and minimum requirements as the total building and zoning Por1a]tc toilet raCWnc33hill be placed on sac for u5c by %varier! ar.d s11a3 be p:operly te%i •,y5• f f f Ce stis -} . -•tea o
cfficials in this community' are. Be sure to show this survey to said maintaircd-
C r v
cfGcials, or any olhet uaicials that may ltavejurisdictiuu over the PROPOSED
a lf-tbecomes nec_ssarytopurtpthe excavationduriagconstruction, ptmr.disclargeehti.l \ -t� ' '( yc \ a
proposed improvements and obtain their approvals before begirniag be into tic sta.kpilc areas so that tlic doub.c silt Rnce around these areas can filter the water ,r-
construction or planning improvements to the property, before it leaves the s;x. 4; m - i*, l7 K' LlNG
S, While we show the build.n setback lines nor the City of Spring Perk • Tea nra erncinn corATn Ahnll he later inn 14 tts s Na-r the sue is rw%t -
S tY P r 4' > ! JJJ'i' t ' a • t ` a !
web site, we suggest you ;how this survey to the appropriate city di>nuhed and shall consist cfhmadcast seeding vv.thMinnesota Department of ,o N, v 1`+ � �e r �•1 s+;�� •--.gyr,7tw ��
cif icials to be sure that d:o setback lines are showrt correcli Do this Tnnspo.-tatior ScedMixture22.111 at 100IM'acre fdlosved by eoveriag with spray mulch. �' Q Saga M.
Y• t-1 — ya a
• LIJSIJIr WaINI 3aCa9U1C5 ahV'wU VL tell CI VSIVII ClAlll'JI plate uIC die ub:Ul[te IB3D111.LI a. Tit
BEFORE ycu use this survey to design anything for this site. o°.. I, ; I R' - - RA.f56 EASMr,
CuAlactur sha.1 iu5UII icaWtu y curl: d:kcs, scdimcat traps or basics tudai:1110tal silt + } i 9a s TETANK0 WALL
STANDARDSYMBOLS& CONTENTIONS: feaeu,gasd enlcdpeccssaryto;ontrcle.oson. t'.t` �� a 9371br(MJ
"0" Denotes iron survc marker, set, unless othcrxise noted. S17E WORK COMFLETiDN: v J� 934.4bw(fJ
y is When final grading ins been corn :eted but befotc placement of tacit or sod in "as hW:t" Pxtx USEC - - i „ I, I ! /
survey sha:l be done per Spring Park requirements to insure that grading -was poperty done. RCTAIAWO )MU 9338 ' 5 D Pay a� z % 935 06ov
�a]27 �' 1 C tb' I •9 .
.LEGEND 915 SIW.� 9a16 933.xa(E/
isWhen any rerred:al grading Fac keen completed, andor seeding shall he cnnpleted
'EFISTIY6 CONTOJP. — — — a y p 9 �w ••934.O(w
r —935— — indullin a•1 crosimtcontrolblankeufastcc nr_ac. PROPOSED ELEVAT10N3 \ -b 9iisbwh)
is Man oaf is eitab!iehcd.0 fencc and inictpiatc0ion and othorerosion control devices FIRST FLOOR (SUB —FLOOR) = 949.30 '-'sxAx s . µAd'` l '9 32 932.5b•(E)
Sf7STNG SPOT XXrX "Z0,N x 935 5 shall tic d:'anoecdorand adjacent streets, atls s and walks shall be e'canedas nccdcd to
} y TOP OF FOUNDAION 947.44
deliver a site tint is crosioi rc]irtart and clean. 8ASEM` NT FLUOK = 938.74i o�
!'i4 MSM0 L49i11,70121 GARAGE FLOOR = 948 isCcntwclor shall maintain positive drainage cf s minimum 2°o siopC at'•a)' from pIapoied .60 DJ�r 94 z -a
building. DJ2.ODw 1 9elsx^ �r .-t- s]oa+
�4j , "
f'ISIUi'OSii%l Sfefl7' A1.6'{'.47TON 9.95.6r� tvsuu .sot r-9�-
t1r=71r)P OF A.`4LL, 6W=Bk917Y7A( OF KiLLI J;
� ffAKf�S,'C rs'att ;ass ,rD'-ccn'
DR4/N4496'ARR0)r - FLORr OSe y+4a
E
SILT FBNL7j2V0 JP01L - SF -- EXISTING HARDCOVER PROPOSED HARDCOVERS+
Horse 946 Sq. Ft. HCuse 2,280 Sq. Ft.
T�TTP Exlstirg Deck 252 Sq. Ft, FLtLre CeCK 174 Sq. Ft. 93ot r **�e•��
C!!S LlNB C Coucrute by Nurade 3al Sq. Ft. Frort Walk 146 Sq, Ft. 1 tij ' 9zs1 ,. (i�ti1
8itunir.OLs 570 Sq. Ft. Urn away b4U Sq. Ft.
Garage 451 Sq. FL. Ret. Nail: 9b Sq. Ft.
OMP119" 031fiTT LfAT E Concrete by lake 210 Sq. Ft. n
Porcl- 290 Sq. Ft. TOTA'- "ROPOSM HARDCOVER 3.235 Sq. Ft. tr tv
j9f7ST1YV6 047M^ 64SZY Pet. Malls 221 Sq. Ft. AREA OF -OT TO OM4 5,089 Sq. Ft. L�W
�ITSTIYG FOX" 1'OLA TOTAL EX13TING HARDCOVER 3,327 Sq. Ft. PERCENTAGE OF HARDCOVER 70 LOT 36.5%
AREA OF LOT TO OW 9,860 Sq. Ft.
DOAN SPOt/T Z0C4TI0,V16?U7= FLOA' PERCENTAGE OF HARDCOVER TO _07 37.5'4
•NOTfa'• NO SIGN1F1C.4NT TRL'A5" ArILL B6 01S7^11RB"*
Etc:YVK, t.'ct71' ON1 r I ,altar WTV "I T•t 1IAx ePF:r1U11)+ OR CAI! S.ARVEVEO: ;,tfcFT TITLE
DAE PEVSteN DESCRIMN QIEII. NlVE IJOB�Dtk=SS ME"I VAS PREPART In Id OR L*C"I M WCCI SH-El SITE . ''
!-)!-is PER CLENT t LtLtSF�76
rr.'X LAWS U hA SUx (4, *Ms
AUGUST 2S, 2016 7 1 � 'r i ' ..
AUTUMN-BIDGE1101WK5 Advance'URVETED6(..,DVANGeDSVRV. PROPOSED SUI? EY
e-I-» COOB sP0c7 taCITgN3 ! tx Ti2R Ro• a EtICINEM.'10, CO. Cn_ET NO.
N :'UNBy'.fXJ G ERQI76B77't9. G7.
29i8 BL dCh' I AKE ROAD rA7-DRAFTED: CnA.VIt.u^NUa.4ERS40' SPRING PANIC, AIN Mi.—NcF01 �
al
M1nw-antra, L6rwa'a L"'i9 - tvtAY a, [O13 # 190289 JR
orn.ates;l ca.+lax W9, 2018 1 --.
Y:FO' waa.Y,u.tem NirF_=
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