1610 Summit HillSite address: 1610 Summit Hill Lot 7 Block1 Subd. Summit Hill
On April 15, 2000 the Minnesota Energy Code, Category I Building Requirements for insulation protection, air
tightness, and ventilation, was adopted. As a result, the City of Eagan is requiring that the following information be
submitted prior to issuance of a Certificate of Occupancy.
X This structure: is constructed to meet minimum requirements of the Mn Energy Code, Chapter 7670
OR
This structure: will be constructed to meet more restrictive requirements of Chapters 7672 or 7674
APPLUINCE GAS ELEC MANUFACTURER MODEL BTU'S VENTING TYPE
Water Heater X Rheem Marathon(5)MR105245
Furnace X Trane XR90 80 000 3"Direct v
Dryer X Whirlpool LER7648KQ2 4"Direct v
VENTED
EXHAUST SYSTEM LOCATION TYPE MODEL CFM's YES NO
Kitchen kitchen Down Draft Jen-Air JES9800AAB 280-34 X
Bathroom1 1/2 bat Broan 50CFM 50 X
Bathroom2
Main Broa 50CFM 50 X
Bathroom 3
Master B 0 FM 50 X
Bathroom 4
Other Addition 1 6" Make u Air or Jen-Air 150CF
FIREPLACES
LOCATION
GAS
WOOD
MANUFACTURER
MODEL
BTU'S VENTING
DIRECT ATMOS
1 Liv Roo X Heat-N-Glo SL 750 TRN 24,00 ) X
MAKEUP AIR MODEL TYPE CFM's
Venmar Construct 2.0 H.R.V. Balanced 179
I hereby acknowledge that the above information
requirements.
Signature
Delta omes
Company Name
is correct and agree to comply with the Minnesota Energy Code and City of Eagan
March 6, 2003
Date
nt
!nt
This form is the responsibility of the General Contractor.
?.P .g b5? 35
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RESIDENTIAL
BUILDING PERMIT APPLICATION
CITY OF EAGAN
3830 PILOT KNOB RD, EAGAN MN 55122
651.681-4675
? S,3ao• as
l'd_27
to Z 8
1W
New Construction Requirements
• 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas
(20% maximum lot coverege allowed)
• 2 copies of plan showing beam & window sizes; poured found design, etc.)
• 1 set of Energy Calculations
• 3 copies of Tree Preservation Plan if lot platted after 711/93
• Rim Joist Detail Options selection sheet (bldgs with 3 or less units)
DATE 10/07/02
4 (? t o
SITE ADDRESS LOT 7 , BLOCK
Remodel/Repair Requirements
• 2 copies of plan
• 1set of Energy Calculations for heated additions
• l site survey for exterior additions & decks
• Indicate if home served by septic system for additions
?I3 L
VALUATION
S-1 V111 VV\, -t- 1'? I 1
SUMMIT HILL
MULTI-FAMILY BLDG _Y _N
TYPE OF WORK NFw HoMF CONSTRUCTION FIREPLACE(S) _ 0 _ 1 _ 2
APPLICANT DELTA DEVELOPMENT, TNC - LICENSE 20035020
STREETADDRESS 3902 CEDARVALE DRIVE CITYEAGAN STATEMN ZIP 55122
TELEPHONE # 651 454-1600 CELL PHONE # 612 363-7560 FAX # 651 454-8943
PROPERTYOWNER DELTA DEVELOPMENT, INC. TELEPHONE#651 454-1600
-----------------------------------------------------------------------------------------------
COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY
Energy Code Category X MINNESOTA RULES 7670 CATEGORY I _ MINNESOTA RULES 7672
(J submission type) • Residential Ventilation Category 1 Worksheet Submitted New Energy Code Worksheet Submitted
• Energy Envelope Calculations Submitted
Plumbing Contractor: MATTHEW DANIELS _ Phone # 651 423-3730 _
Plumbing system includes: _1 Water Softener _ Lawn Sprinkler Fee: $90.00
1 Water Heater 1 No. of R.I. Baths
21/2No. of Baths
Mechanical Contractor: WENZEL HEATING & AIR Phone # 651 894-9898
Mechanical system includes: X Air Conditioning Fee: $70.00
X Heat Recovery System
Sewer/Water Contractor. STAR PT.ItMRTNC Fri , " 7,P,Rone# 612 884-4199
J
. . . -. . . . . . . . .
I hereby acknowledge that I have read this application, state that the-information is correct, and agree to comply
with all applicable State of Minnesota Statutes and City of Eagan Ordi es.
Signature of Applicant ti
161
OFFICE USE ONLY
Certificates of Survey Received Tree Preservation Plan Received _ Not Required
Updated 4102
OFFICE USE ONLY
? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg
?,02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt- Multi
? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF
? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi
? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex Plbg_Y or - N ? 25 Miscellaneous
31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding
? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair
? 33 Alteration ? 37 Demolish (Bldg)' ? 43 Reroof ? 46 Windows/Doors
? 34 Replacement 'Demolition (Entire Bldg only) -Give PCA handout to applicant
Valuation D Occupancy _(Z3 -Ul MC/ES System
Census Code_ Zoning City Water
SAC Units u- Stories Booster Pump
Nbr. of Units Sq. Ft. PRV
Nbr. of Bld
gs ?
Length
? Fire Sprinklered
Type of Const yk) Width
REQUIRED INSPECTIONS
Footings (new bldg) FinaUC.O.
_ Footings (deck) _ Final/No C.O.
_ Footings (addition) _ Plumbing
Foundation HVAC
_ Drain Tile _ Other
Roof _ Ice & Water _ Final _ Pool _ Ftgs _ Air/Gas Tests _ Final
Framing Siding
Stucco
Stone
Fireplace R.I. ,
Y Air
Test -[ _
Final _ _
-
Windows (new/replacement)
Insulation Retaining Wall
Base Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Water Supply & Storage
S&W Permit & Surcharge
Treatment Plant
Plumbing Permit
Mechanical Permit
License Search
Copies
Other
Total
Approved By Building Inspector
---------------------- --------------------------- ----------------------- --
??rs? ?,3gn X - / 1) 95 o
0 n-P\j );3 310
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'04/08/02 13:20 FAX 8518949955 WENZEL HEATING & AC + DELTA CONSTR
Part B. DEPRESSURIZATION $PROTECTION
below) 0 ljo fuel burning quipment
schedules
Check option used: O Fuel burning equipment (comp
gggA?)S! /DfAI{&UPAMSC
ILtSTRUGTIONS devices WCr?Gfm -
Step 1. Complete the Combusion Equipment Schedule below. OS l?q iPmem Er>w
with a y (Yes) may be selected under the "Category
Step 2. Complete E,rhausWakr'up Air Schedule on the right if direct or Pmt r
vented or solid fuel atmospheric vent space heating equip
selected.
COMBUSTION EQUIPMENT SCEMDULF
Space bcaung -aonsolid fuel 64 5eatet1cc
C1 Direct or
fuel Scaled combustion Y I Space
seed send fuel or direct or power vented vmd olid fuel space
power
Moos/005
make-up air to
flow is ui ed for eaeb individual ewat 9r acr..c vw --__? _
Part C1. VENTILATION ___.....r,,r.
(Mechanical ventilation must be provided per thi
cubic feet z 0.00583 /minute efm
FAN
Check method(s) pmposed a
larger quantity calculated below)
7.i? x 15 efmlbedroom)+ 15 cfm = fMl cfm
Statement of Compliance: The proposed building design represented in these documents is consh? been ? the
itor meet the
specifications, and other calculations submitted with the permit application. The proposed building signed
tats of th to Energy Code. - :
?? oe Telephone number
Applicant (print /tame) 51goatue
Part C2. VENTILATION (Submit Pnrt C2 upon completion of system verlficationt)-
- - ----------
------------- -
--- dre ------ Permit Number ?_?--?-
Iab Sice Adddress mrst.5
rate must be
the performance option is used in lieu of the
acacia ofis is the buddm cotuuuvuw w... ..---••-----
Compliance Statement installed vendiation system is in campliancc with MN Energy Code and is sized to provide the design ail
flow- -
amber
Applicant (print name)
Signature
Date Telephone n
Permit Number
MECcheck Compliance Report
2000 Minnesota Energy Code
MECcheck Software Version 3.3 Release lb
Data filename: C:\Program Files\Check\MECeheck\Woodbridge.cck
TITLE: Summit Hill - Woodbridge
COUNTY: Dakota
STATE: Minnesota
ZONE: 2
CONSTRUCTION TYPE: Single Family
DATE: 04/25/02
PROJECT INFORMATION:
Delta Homes
3902 Cedarvale Dr.
Eagan, MN 55122
COMPANY INFORMATION:
ESG Architects, Inc
700 Third St. S.
Minneapolis, MN 55415
COMPLIANCE: Passes
Maximum UA = 435
Your Home = 396
9.0% Better Than Code
Second Floor Ceiling: Raised or Energy Truss
First Floor Ceiling: Raised or Energy Truss
Second Floor Wall: Wood Frame, 16" o.c.
2nd Floor Window:
Above Grade, Vinyl Frame, Double Pane with Low-E
First Floor Wall: Wood Frame, 16" o.c.
1 st Floor Window:
Above Grade, Vinyl Frame, Double Pane with Low-E
I st Floor Door: Solid
Basement Wall:
Solid Concrete or Masonry, 8.2' ht/7.7' bg/8.2' insul
Basement Window:
Basement > 5.6 ft2, Vinyl Frame, Double Pane with Low-E
Floor over Entry: All-Wood Joist/Truss, Over Outside Air
Checked By/Date
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
1082 30.0 0.0 35
169 30.0 0.0 5
1269 19.0 0.0 70
79 0.370 29
1740 19.0 0.0 87
229 0.350 80
40 0.350 14
1208 11.0 0.0 68
15 0.370 6
75 30.0 0.0 2
Proposed and Maximum U-Factor Averages
Proposed Maximum
Average U-Factor Allowed U-Factor
Above-Grade Windows and Glass Doors 0.356 0.370
Includes Foundation Windows> 5.6 ft2
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the
building plans, specifications, and other calculations submitted with the permit application. The proposed
building has been designed to meet the 2000 Minnesota Energy Code requirements in MECcheck Version
3.3 Release lb and to comply with the mandatory requirements listed in the MECcheck Inspection
Checklist. h-L, r1
Date Za_ ?d - O2-
Builder/Designer 1 ?wi
61
, A6 4, +
V
LOT SURVEY CHECKLIST FOR RESIDENTIAL
BUILDING
PERMIT APPLICATION
L
L
PROPERTY LEGAL: LDT 7
DATE OF SURVEY: /D-//- D 2
LATEST REVISION:
m
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e
A
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U
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a
DOCUMENT STANDARDS
/? 0 • Registered Land Surveyor signature and company
IN ?
Q/ ? ?
? . Budding Permit Applicant i
?
? . Legal description
Add
?
? • ress
. North arrow and scale
a/ ?
? ?
? . House type (rambler, walkout, split w/o, split entry, lookout, etc.)
i
• D
rectional drainage arrows with slope/gradient %
? 0 . Proposed/existing sewer and water services & invert elevation
? ? • Street name
V ? 0 • Driveway
V//? ? . Lot Square Footage
Cf ? ? • Lot Coverage
ELEVATIONS
Existing
y/ 0 ? . Sewer service (or Proposed)
I;- ? ? • Property comers
? M? 0 . Top of curb at the driveway and properly line extensions
? ? • Elevations of any existing adjacent homes
/? • Adequate footing depth of structures due to adjacent utility trenches
? 01' ? • Waterways (pond, stream, etc.)
Proposed
? ? • Garage floor
/ ? ? , Basement floor
t? ? ? • Lowest exposed elevation (waikouUwkndow)
? d
V ? . Property comers
? 0 • Front and rear of home at the foundation
PONDING AREA (if applicable)
? ? • Easement fine
? 0 • NWL
? ? • HWL
? 0 • Pond # designation
? d ? . Emergency Overflow Elevation
? ru/ ? • PondAWetland buffer delineation
l?yJ ? ?
19 ? ?
P/ ? ?
tY ? ?
? ?
Er' ? ?
• Lot Iines]Bearings & dimensions
• Right-of-way and street width (to back of curb)
• Proposed home dimensions including any proposed decks, overhangs greater than 2', porches, etc.
(i.e. all structures requiring permanent footings)
• Show all easements of record and any City utilities within those easements
• Setbacks of proposed structure and sldeyard setback of adjacent existing structures
• Retaining wall requirements, if any
Reviewed:
G:/FORMS/Building Permit Application
Surveyor's Certificate
SURVEY FOR : Delta Homes
DESCRIBED AS : Lot 7, Block 1, SUMMIT HILL, City of Eagan, Dakota County, Minnesota
and reserving easements of record.
OCT 11 7 RECD
O
ty-
CBMH
O
storm 963O -
MQn-oNnn"w
961.9
„'- st
50
VACANT-
1 84
5 M M
N Garage N
n' `?' 983
3
9613
.
10.
20.67
m
Proposed o
N 2-Story
12crs. N
6.58 16N
r' 0 16
42 ].a
a o .
6. 8 21.00 16 6.4
962.1 963.3 963.3
c c
E E
c
3
+ 961.1
O
0
1 ? 961.9
b
O
O
0
O
O
Z
4964.0
_YA?NT-
S/ d-r
Fg'N Gte
,LOT SQ. FOOTAGE = 3,696
HSE SQ. FOOTAGE = 1,568
LOT COVERAGE = 42%
PROPOSED ELEVATIONS
Top of Foundation =964.0
Garage Floor =963.6
Basement Floor =955.9
Aprox. Sewer Service =952.0
Proposed Elev. _ C=D
Existing Elev.
Drainage Directions =-
Denotes Offset Stake =
SCALE: 1 inch = 30 feet
BENCHMARK,
CP# 9002
EL=953.41
MIN. SETBACK REQUIREMENTS
Front - House Side -
Rear - Garage Side-
JOB NO:
HEDLUND HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION 02R-677
OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED
BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO BOOK: PAGE:
PLANNING ENGINEERING SURVEYING SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT SHOWN.
2005 Pin Oak Drive
Eagan, MN 55122 DATE ro,L,QZ CAD FILE:
Phone: (651) 405-6600 R Y IIID. LIN REN, LAN SURVEYOR Summit Hills
Fax: (651) 405-6606 NN TA LICENSE NUMBER 14376
OFFICE USE ONLY
? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg_
? 02 SF Dwelling ? 08 06-plex ? 16 Fireplace J;P 21 Porch (3-sea.) ? 31 Ext. Alt -Multi
? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF
? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screened) ? 36 Multi
? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex Plbg_Y or- N ? 25 Miscellaneous
0 31 New ? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding
? 32 Addition ? 36 Move Bldg. ? 42 Demolish (Foundation) ? 45 Fire Repair
? 33 Alteration ? 37 Demolish (Bldg)* ? 43 Reroof ? 46 Windows/Doors
? 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant
Valuation Occupancy 9,-3 MC/ES System
Census Code 14 3 `1 Zoning City Water
SAC Units Stories Booster Pump
Nbr. of Units Sq. Ft. PRV
Nbr. of Bldgs Length Fire Sprinklered
Type of Const V n Width
REQUIRED INSPECTIONS
Footings (new bldg) _ Final/C.O.
_ Footings (deck) Final/No C.O.
Footings (addition) _ Plumbing
_ Foundation _ HVAC
Drain Tile Other
Roof
Ice & Water Final Figs
Air/Gas Tests
Pool Final
_
w Framing _ _
- _
_
Siding _ Stucco _ Stone -
Fireplace
R.I.
Air Test Final Windows (new/replacement)
-
-
P Insulation - _
_ Retaining Wall
Approved By // v' , Building Inspector
Base Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Water Supply & Storage
S&W Permit & Surcharge
Treatment Plant
Plumbing Permit
Mechanical Permit
License Search
Copies
Other
Total
/?, 6-7
1z
? t?v . o a
RESIDENTIAL
?A a BUILDING PERMIT APPLICATION
CITY OF EAGAN
t y 3830 PILOT KNOB RD, EAGAN MN 55122
651-681-4675
New Construction Requirements
• 3 registered site surveys showing sq. ft of lot sq. ft. of house; and all roofed areas
(20% maximum lot coverage allowed)
• 2 copies of plan showing beam & window sizes; poured found design, etc)
• 1 set of Energy Calculations
• 3 copies of Tree Preservation Plan if lot platted after 7/1/93
• Rim Joist Detail Options selection sheet (bldgs with 3 or less units)
DATE 11 /12/02
RemodelfReoair Requirements
• 2 copies of plan
. 1 set of Energy Calculations for heated additions
• 1 site survey for exterior additions & decks
• Indicate if home served by septic system for additions r"'1
a?
VALUATION
SITE ADDRESS LOT 7<, BLOCK 1, 1610 SUMMIT HILL MULTI-FAMILY BLDG Y X N
TYPE OF WORK RESIDENTIAL - 3 SEASON PORCH FIREPLACE(S) _ 0 _ 1 _ 2
APPLICANT DELTA DEVELOPMENT INC. LICENSE 20035020
STREET ADDRESS3902 CEDARVALE DRIVE CITY EAGAN STATE MN ZIP 55122
TELEPHONE # 651 454-1600 CELL PHONE #612 363-7560 FAX #651 454-8943
PROPERTYOWNER DELTA DEVELOPMENT, INC. TELEPHONE# 651 454-1600
COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY
Energy Code Category _ MINNESOTA RULES 7670 CATEGORY 1 _ MINNESOTA RULES 7672
(J submission type) . Residential ventilation Category 1 Worksheet Submitted New Energy Code Worksheet Submitted
Energy Envelope Calculations Submitted
Plumbing Contractor: _
Plumbing system includes:
Mechanical Contractor: _
Mechanical system includes:
Sewer/Water Contractor:
Phone #
O Ii' Fee: /' $J -00
L
U?
=Fee:- -$70.60
--------------------------------------------------------------------------------------------------------------------------
I hereby acknowledge that I have read this application, state that the information i orrect, and agree to comply
with all applicable State of Minnesota Statutes and City of Eagan Ordin S.
Signature of Applicant f?
OFFICE USE ONLY
Water Softener _
Water Heater _
No. of Baths
Phone #
Lawn Sprinkler
No. of R.I. Batt
Air Conditioning
Heat Recovery System
Certificates of Survey Received _ Tree Preservation Plan Received _ Not Required _
Updated 4102
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B U I L D I N C 77Y 765 PJME?OAR? A TACNMEi 1r
T,Icp+orw (403) 531-4356
SYSTEM 5 LTD F. 1403) 531-4317 3 Cot klltcl
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PROFS K
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DRAWING SCOPE & INDEX
THESE YEAR 2002 CAST-IN-PLACE CONCRETE FOUNDATION DRAWINGS
CONSISTING OF S-1 THROUGH S-9 DATED 1-1-02 ARE PREPARED BY J. H.
DAHLMEIER ENGINEERING INC. THESE DRAWINGS ARE TO BE USED ONLY BY
THE QUALIFIED CONTRACTOR LISTED IN THE TITLE BLOCK BELOW.
THESE DRAWINGS CONTAIN DESIGN INFORMATION FOR THE CONSTRUCTION
OF CAST-IN-PLACE CONCRETE FOUNDATIONS FOR VARIOUS CONDITIONS
COMMON IN THE RESIDENTIAL MARKET. THEY INCLUDE INFORMATION FOR
THE CONCRETE CONTRACTOR, AS WELL AS THE GENERAL CONTRACTOR.
THE CITY BUILDING INSPECTION DEPARTMENTS WILL CONDUCT FOUNDATION
INSPECTIONS AS NEEDED TO ENSURE COMPLIANCE WITH THESE DRAWINGS.
DRAWING INDEX
S1A - SCOPE & INDEX
S1B- GENJERALNOTES
S2A - 8 FT HIGH FOUNDATION WALL FOR SAND (GROUP 1) SOIL
S213 - 8 FT HIGH FOUNDATION WALL FOR SANDY CLAY (GROUP II) SOIL
S2C - 8 FT HIGH FOUNDATION WALL FOR CLAY (GROUP 111) SOIL
S2D - 9 FT HIGH FOUNDATION WALL FOR SAND (GROUP 1) SOIL
S2E - 9 FT HIGH FOUNDATION WALL FOR SANDY CLAY (GROUP II) SOIL
S2F - 9 FT HIGH FOUNDATION WALL FOR CLAY (GROUP 111) SOIL
S3A - GARDEN WALL DETAIL
S36 - GARAGE FROST WALL DETAIL
S3C - RESIDENCAL FROST WALL DETAIL
S313 - REAR GARAGE WALL DETAIL
S3E - TOWNHOUSE COMMON WALL DETAIL
S4A - JUMP STEP FOOTING DETAIL
S413 - CONTINUOUS STEP FOOTING DETAIL
S5- SOIL GRADE CHART
S6- FLOOR DIAPHRAGM DETAIL
S7- BLOCKING DETAIL
S8- CONCRETE LINTEL CHART & DETAIL
S9 - WINDOW WELL DETAIL
TWIN CITIES CONCRETE SYSTYENS, INC, 02001 UL_ I tlu
11792 AKRON AVENUE EAST WANee ENGINEERS INC. ucnrc vom S - lA
INVER GROVE HEIGHTS, MN 5507 JHD 5201 East River Rond Swte
tliECNm Bf Minneapalls, MN 55421 01/01/02
Phone: <651) 451-5972 JHD Phone 952-472-4746 Fax 952-472-4761
GENERAL STRUCTURAL NOTES
1. WALLS ARE NOT TO BE BACKFILLED UNTIL THE CONCRETE HAS REACHED A
COMPRESSIVE STRENGTH SUFFICIENT TO SUPPORT ALL DESIGN LOADS.
2. PRIOR TO THE START OF BACKFILLING, ALL WALLS ARE TO BE LATERALLY
SUPPORTED AT BOTH TOP AND BOTTOM BY FLOOR CONSTRUCTION OR BY
ADEQUATE TEMPORARY BRACING.
3. WALLS LESS THAN 30 FEET LONG WITH EQUAL FILL ON BOTH SIDES REQUIRE
NO REINFORCING EXCEPT DOWELS. WALLS LONGER THAN 30 FEET REQUIRE
HORIZONTAL REINFORCING AND DOWELS.
4. HORIZONTAL WALL REINFORCING CAN BE PLACED ANYWHERE IN THE WALL,
PROVIDED MINIMUM COVER REQUIREMENTS ARE MET.
5. MAXIMUM WALL LENGTH ALLOWED WITHOUT A CONTROL JOINT IS 50 FEET.
6. ALL WALL WIDTHS SHOWN ARE NOMINAL DIMENSIONS.
7. STRIP FOOTINGS MAY BE PLACED AT AN ELEVATION LOWER THAN SHOWN IN
THE SECTIONS PROVIDED REQUIRED FROST COVER IS MET.
8. ALL SILL PLATES ARE TO BE ATTACHED TO THE WALLS WITH A MINIMUM OF
TWO ANCHORS PER SILL SECTION. ALL SECTIONS ARE TO HAVE AN ANCHOR
WITHIN 12 INCHES OF EACH END.
9. SPLICES NEED NOT BE TIED PROVIDED BAR CENTERLINES ARE WITHIN 2
INCHES OF EACH OTHER.
10. ALL BAR SPLICES SHOULD BE A MINIMUM OF 30 BAR DIAMETERS.
11. PLACE BARS SUCH THAT FINAL POSITION IS WITHIN 1t2^ OF THAT SHOWN IN
THE DETAILS.
12. DOWELS FROM FOOTING INTO THE WALL MAY BE DRILLED AND GROUTED.
13. REINFORCING BARS MAY BE BUNDLED UP TO THREE TO A BUNDLE.
14. DOWELS DO NOT NEED TO BE TIED TO THE VERTICAL STEEL.
15. TYING OF BARS IN PLACE IS NOT REQUIRED PROVIDED THAT SUFFICIENT
CARE IS TAKEN TO ENSURE THAT THE BARS DO NOT MOVE OUT OF
TOLERANCE POSITION AND MEET ALL CLEAR COVER REQUIREMENTS.
16. FOUNDATION DRAIN TILE IS TO COMPLY WITH UBC APPENDIX 1824.3 AND
1824.4 OR AN APPROVED EQUAL.
17. FOOTING SIZES ARE MINIMUMS BASED ON A 2000 PSF ASSUMED BEARING
CAPACITY. ACTUAL BEARING CAPACITY TO BE DETERMINED BY OTHERS.
18. FLOOR JOISTS AND TRUSSES ARE TO BEAR A MINIMUM OF 3.5" ON SILL PLATE
AT TOP OF WALL. INSTALL CONTINUOUS RIM BOARD AND CONNECTORS AS
SHOWN IN DETAILS. INSTALL INSULATION IN ACCORDANCE WITH THE
REQUIREMENTS OF THE ENERGY CODE.
TWIN CITIES CONCRETE SYSTYENS, INC. 02001 ULTEIG
11792 AKRON AVENUE EAST MOO er ENGINEERS INC. ut S - 1B
INVER GROVE HEIGHTS, MN 5507 JHD 5201 East River Road Sutte 30
ora® 9Y Minneapolis, MN 55421 01/01/02
Phone <651) 451-5972 JHD Phone 952-472-4746 Fax 952-472-476
MATERIALS NOTES
CONCRETE: 3000 PSI @ 28 DAYS 1. PRIOR TO BACKFILLING, FOUNDATION
AGGREGATE: FTG - 11/2" MAX WALLS MUST BE LATERALLY
WALLS - 3/4" MAX SUPPORTED BY FLOOR CONSTRUCTION
REINFORCING ASTM A615 GRADE 40 FOR #4 BARS AT BOTH TOP AND BOTTOM OR BY
ASTM A615 GRADED 60 FOR #5 & GREATER BARS ADEQUATE TEMPORARY BRACING.
BACK 100% GRANULAR - GROUP I 2. USE ) MINIMUM OF (2)1/2"0 x 8" A.B.
FILL; EQUIVALENT FLUID PRESSURE w/ (1) NUT & WASHER OR A SIMPSON
(Te ) = 35 PCF MAB15 ANCHOR FOR EACH PORTION OF
GROUP BASED ON CODE, SEE S-5 SILL PLATE. PLACE A ANCHOR WITHIN
2x10 FLOOR SYSTEM
2x JOISTS @ 24"o.c.
SPACING BY OTHERS
1/2" 0 x 8" A.B.
W/(1) NUT & WAS EH
@ 60"O.C. OR SIMPSON
MAB15 @ 48"O.C. OR
APP'D EQUAL ,
2 x 6 TREATED
WOOD PLATE
12" OF EACH END,
3. MAXIMUM WALL LENGTH ALLOWED WITHOUT
MAX. A CONTROL JOINT IS 50 FEET.
4. FOUNDATION DRAIN TILE MUST COMPLY
w/ UBC APPENDIX 1824,3 & 1824.4 OR
AN APPROVED EQUAL.
5. SEE S1 FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES.
I-JOIST FLOOR SYSTEM
TJI JOISTS @ 24"o.c. F
SPACING BY OTHERS
1/2" 0 x 8" A.B.
W/(1) NUT & WASHER
@ 60"O.C. OR SIMPSON
MAB15 @ 48" O.C. OR
APP'D EQUAL ,
2 x 6 TREATED
WOOD PLATE
TRUSS FLOOR SYSTEM
TRUSSES @ 24"o.c. MAX
SPACING BY OTHERS c
1/2" 0 x 8" A.B. -?
W/(1) NUT & WASHER
@ 60"O.C. OR SIMPSON
MAB15 @ 48"O.C. OR
APP'D EQUAL
2 x 6 TREATED
WOOD PLATE
R N A34
J
ANCHO
ANCHOR W/4 8d
NAILS EACH LEG l
N.S OR F,S OF JOIST \
SEE DETAIL
SLOPE
- ,
GRADE AWA
Y
FROM FDN. 00
O VERTICAL
N
I e REINFORCING
REQUIRED
(3) #4 HORIZ.
BARS ON TIES °
JOIST HANGER (USPJL 26R #4 x 2'-0"
DOWELS @ X
8" MIN
OR SIMPSON LU26R)
72" O
C .
v
10d NAILS TO PLATE .
.
&
NO NAILS IN FLANGE v
e 00
FLOOR
-SLAB
A
DRAIN
TILE -?
e
_O °
8" x 18" FTG.
(MIN)
WALL SECTION
SIMPSON A35
ANCHOR W/6 8d
NAILS EACH LEG
N,S OR F.S OF TRUSS
TWIN CITIES CONCRETE SYSTYEMS, INC, o o2 of ULTEIG 8' WALL
11792 AKRON AVENUE EAST DRW" BY E INEERS INC. _ S - 2A
JHD l
5201 East River Road SWte 30
NVER GROVE HEIGHTS, MN 5507
I
HTS F
Mfly Minneapolis, MN 55421 01/01/02
(651) 4
2
Phone:
JHD
Phone 952-472-4746 Fax 952-472-476
MATERIALS NOTES
CONCRETE; 3000 PSI @ 28 DAYS 1. PRIOR TO BACKFILLING, FOUNDATION
AGGREGATE; FTG 11/2 MAX WALLS MUST BE LATERALLY
WALLS - 3/4" MAX SUPPORTED BY FLOOR CONSTRUCTION
REINFORCING; ASTM A615 GRADE 40 FOR *4 BARS AT BOTH TOP AND BOTTOM OR BY
ASTM A615 GRADE 60 FOR °5 & GREATER BARS ADEQUATE TEMPORARY BRACING.
BACK GRANULAR & LIGHT CLAY - GROUP II 2. USE A MINIMUM OF (2)1/2"O x 8" A.B.
FILL: EQUIVALENT FLUID PRESSURE w/ (1) NUT & WASHER OR A SIMPSON
(Yeq ) = 45 PCF MABI5 ANCHOR FOR EACH PORTION OF
GROUP BASED ON CODE, SEE S-5 SILL PLATE, PLACE A ANCHOR WITHIN
2x10 FLOOR SYSTEM
2x JOISTS @ 24"o,c. MAX.
SPACING BY OTHERS
1/2" 0 x 8" A.B. ---\
W/(1) NUT & WASHER
@ 60"O.C. OR SIMPSON
MAB15 @ 48"O.C. OR
APP'D EQUAL
2 x 6 TREATED
WOOD PLATE
I-JOIST FLOOR SYSTEM
TJI JOISTS @ 24"o.c. N
SPACING BY OTHERS
1/2" 0 x 8" A.B. --\
W/(1) NUT & WASHER
@ 60"O.C. OR SIMPSON
MAB15 @ 48"O.C. OR
APP'D EQUAL
2 x 6 TREATED
WOOD PLATE
SIMPSON A34
ANCHOR W/4 8d
NAILS EACH LEG
N.S OR F.S OF JOIST
12' OF EACH END.
3. MAXIMUM WALL LENGTH ALLOWED WITHOUT
A CONTROL JOINT IS 50 FEET.
4, FOUNDATION DRAIN TILE MUST COMPLY
w/ UBC APPENDIX 1824,3 & 1824.4 OR
AN APPROVED EQUAL
5.SEE S1 FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES.
SEE
DETAIL -)
SLOPE
GRADE AWAY
FROM FDN.
(3) #4 HORIZ.
BARS ON TIES
w4 x 2'-0"
DOWELS @
72" O.C.
JOIST HANGER(USPJL26R
OR SIMPSON LU26R)
lOd NAILS TO PLATE &
NO NAILS IN FLANGE
e
p "NO VERTICAL
REINFORCING
-REQUIRED
X
d 8" MIN,
e ?
I
d m
?I FLOOR
r-SLAB
TRUSS FLOOR SYSTEM
TRUSSES @ 24"o.c. MAX
SPACING BY OTHERS
1/2" 0 x 8" A.B. ---\
W/(1) NUT & WASHER
@ 60"O.C. OR SIMPSON
MAB15 @ 48"O,C. OR
APP'D EQUAL
2 x 6 TREATED
WOOD PLATE
'SIMPSON
ANCHOR W//6
6
ANCHOR 8d
4--] NAILS EACH LEG
N.S OR F,S OF TRUSS
d
DRAIN >
TILE ----__,0 d °
d 8" x 18" FTG.
(MIN)
WALL SECTION
TWIN CITIES CONCRETE SYSTYEMS, INC. 020,01 UL I t1L3
( Alf 8'u WALL
11792 AKRON AVENUE EAST mm 9f ENGINEERS INC. uL n? S - 2B
INVER GROVE HEIGHTS, MN 5507 JHD_ 5201 East River Road Suite 30
cxcCKm B/ Minneapolis, MN 55421 01/01/02
Phone; (651) 451-5972 JHD Phone 952-472-4746 Fax 952-472-476
MATERIALS NOTES
CONCRETE; 3000 PSI @ 28 DAYS L PRIOR TO BACKFILLING, FOUNDATION
'AGGREGATE FTG - 11/2" MAX WALLS MUST BE LATERALLY
WALLS - 3/4" MAX SUPPORTED BY FLOOR CONSTRUCTION
REINFORCING ASTM A615 GRADE 40 FOR 44 BARS AT BOTH TOP AND BOTTOM OR BY
ASTM A615 GRADE 60 FOR °5 & GREATER BARS ADEQUATE TEMPORARY BRACING.
BACK HEAVYCLAY - GROUP III 2, USE A MINIMUM OF (2)1/2"0 x 8" A.B.
FILL; EQUIVALENT FLUID PRESSURE w/ (1) NUT & WASHER OR A SIMPSON
(Yeq ) = 65 PCF MAB15 ANCHOR FOR EACH PORTION OF
GROUP BASED ON CODE, SEE S-5 SILL PLATE. PLACE A ANCHOR WITHIN
2x10 FLOOR SYSTEM
2x JOISTS @ 24"o.c. MAX.
SPACING BY OTHERS
1/2" 0 x 8" A.B. -?
W/(1) NUT & WASHER
@ 32"O.C. OR SIMPSON
MAB15 @ 24"O.C. OR
APP'D EQUAL
2 x 6 TREATED
WOOD PLATE
I-JOIST FLOOR SYSTEM
TJI JOISTS @ 24"o.c, MA
SPACING BY OTHERS
1/2" 0 x 8" A.B. ----\
W/(1) NUT & WASHER
@ 32"O.C. OR SIMPSO?
MAB15 @ 24"O.C. OR
APP'D EQUAL
2 x 6 TREATED
WOOD PLATE
TRUSS FLOOR SYSTEM
TRUSSES @ 24"o.c. MAX
SPACING BY OTHERS =
1/2" 0 x 8" A.B. --\
W/(1) NUT & WASHER
@ 32"O.C. OR SIMPSON
MAB15 @ 24"O.C. OR
APP'D EQUAL i
2 x 6 TREATED
WOOD PLATE
SIMPSON A34
ANCHOR W/4 8d
NAILS EACH LEG
N,S & F,S OF JOIST
12" OF EACH END.
3. MAXIMUM WALL LENGTH ALLOWED WITHOUT
A CONTROL JOINT IS 50 FEET.
4. FOUNDATION DRAIN TILE MUST COMPLY
w/ UBC APPENDIX 1824.3 & 1824.4 OR
AN APPROVED EQUAL,
5,SEE S1 FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES,
WALL VERT REINF,
THICK I REINFORCING BACKFILL
8 IN * 146 @ 36" O.C. CLAY
10 IN I NONE CLAY
XNO VERTICAL REINFORCING IS REQUIRED
FOR 5000 PSI CONCRETE.
SEE DETAIL
SLOPE
GRADE AWAY
FROM FDN. -\ _ ll_
JOIST HANGER(USPJL26R
OR SIMPSON LU26R)
10d NAILS TO PLATE &
NO NAILS IN FLANGE
(3) #4 HORIZ,-
BARS ON TIES
a4 x F`0"
DOWELS @
36" O.C.
I -
J SEE TABLE
e FOR VERT.
REINFORCING
A
X
THICK
e 11 v
e m
J FLOOR
s DRAIN J1 e
TILE -?_O e °
8" x 18" FTG.
SIMPSON A35 (MIN)
ANCHOR W/6 8d
NAILS EACH LEG WALL SECTION
N.S & F,S OF TRUSS
WIN CITIES CONCRETE SYSTYEMS
INC MMIG
NO
L0
02001
E
GROUP II
'
,
. N
BY
°? BY
NGINE
ENGINEERS INC.
WALL
s
11792 AKRON AVENUE EAST
JHD
5201 East River Road Suite 3 s - 2c
INVER GROVE HEIGHTS, MN 5507 CHECKED ar MlnneapoUs, MN 55421 01/01/02
Phone C651) 451-5972
JHD 746 Fax 952-472-476
Phone 952-472-4
MATERIALS NOTES
CONCRETE: 3000 PSI @ 28 DAYS 1. PRIOR TO BACKFILLING, FOUNDATION
'AGGREGATE: FTG - 11/2" MAX WALLS MUST BE LATERALLY
WALLS - 3/4" MAX SUPPORTED BY FLOOR CONSTRUCTION
REINFORCING: ASTM A615 GRADE 40 FOR #4 BARS AT BOTH TOP AND BOTTOM OR BY
ASTM A615 GRADE 60 FOR °5 & GREATER BARS ADEQUATE TEMPORARY BRACING.
BACK 100% GRANULAR - GROUP I 2. USE A MINIMUM OF (2)112"0 x 8" A.B.
FILL: EQUIVALENT FLUID PRESSURE w/ (1) NUT & WASHER OR A SIMPSON
(Yrq ) = 35 PCF MAB15 ANCHOR FOR EACH PORTION OF
GROUP BASED ON CODE, SEE S-5 SILL PLATE. PLACE A ANCHOR WITHIN
14
2x10 FLOOR SYSTEM
2x JOISTS @ 24"o-c, MAX.
SPACING BY OTHERS
1/2" 0 x 8" A.B. --\
W/(1) NUT & WASHER
@ 48"O.C. OR SIMPSON
MAB15 @ 32"O.C. OR
APP'D EQUAL i
2 x 6 TREATED
WOOD PLATE
I-JOIST FLOOR SYSTEM
TJI JOISTS @ 24"ac. Mi
SPACING BY OTHERS F
1/2 " 0 x 8" A.B. --\
W/(1) NUT & WASHER
@ 48"O.C. OR SIMPSON
MAB15 @ 32"O.C. OR
APP'D EQUAL
2 x 6 TREATED
WOOD PLATE
TRUSS FLOOR SYSTEM
TRUSSES @ 24"o.c. MAX
SPACING BY OTHERS F
1/2 " 0 x 8" A.B. ---\
W/(1) NUT & WASHER
@ 48" O.C. OR SIMPSON
MAB15 @ 32"O.C. OR
APP'D EQUAL i
2 x 6 TREATED
WOOD PLATE
SIMPSON A35
ANCHOR W8d
NAILS EACH LEG
N.S OR F.S ?F JOIST
12 OF EACH END.
3. MAXIMUM WALL LENGTH ALLOWED WITHOUT
A CONTROL JOINT IS 50 FEET,
4. FOUNDATION DRAIN TILE MUST COMPLY
w/ UBC APPENDIX 1824.3 & 1824.4 OR
AN APPROVED EQUAL.
5. SEE S1 FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES.
WALL VERT REINF.
THICK REINFORCING BACKFILL
8 IN #6 @ 36" ?,C. SAND
10 IN NONE SAND
xNO VERTICAL REINFORCING IS REQUIRED
FOR 5000 PSI CONCRETE.
SEE DETAIL
SLOPE
GRADE AWAY
FROM FDN. ,
SEE
TABLE
FOR VERT.
1=III-
JOIST HANGER(USPJL26R
OR SIMPSON LU26R)
10d NAILS TO PLATE &
NO NAILS IN FLANGE
(4) #4 HORIZ.
BARS ON TIES
SIMPSON A34
ANCHOR W/4 8d
NAILS EACH LEG
N.S & F.S OF TRUSS
TWIN CITIES CONCRETE SYSTYEMS, INC.
11792 AKRON AVENUE EAST
INVER GROVE HEIGHTS, MN 5507
Phone (651) 451-5972
e
X
e THICK
. I v
o+
#4 x 2'-0" e
DOWELS @
72" O.C.
e
DRAIN
TILE ------,O
FLOOR
SLAB
e
? 8" x 18" FTG.
WALL SECTION
IG GROUP I
iNEERS INC. pura 9' WALL
st River Road Slate 3 S - 2D
Polls, MN 55421 01/01/02!
952-472-4746 Fax 952-472-476
MATERIALS NOTES
CONCRETE: 3000 PSI @ 28 DAYS 1. PRIOR TO BACKFILLING, FOUNDATION
AGGREGATE FTG - 11/2" MAX WALLS MUST BE LATERALLY
SUPPORTED BY FLOOR CONSTRUCTION
WALLS - 3/4 MAX AT BOTH TOP AND BOTTOM OR BY
REINFORCING: ASTM A615 GRADE 40 FOR #4 BARS ADEQUATE TEMPORARY BRACING.
ASTM A615 GRADE 60 FOR #5 & GREATER BARS
BACK GRANULAR & LIGHTCLAY - GROUP II 2. USE A MINIMUM OF (2)1/2"O x 8" A.B.
FILL:EQUIVALENT FLUID PRESSURE w/ (1) NUT & WASHER OR A SIMPSON
(Yeq ) = 45 PCF MAB15 ANCHOR FOR EACH PORTION OF
GROUP BASED ON CODE, SEE S-5 SILL PLATE. PLACE A ANCHOR WITHIN
..
2x10 FLOOR SYSTEM
2x JOISTS @ 24"o,c. MAX.
SPACING BY OTHERS
1/2" 0 x 8" A.B.
WI(l) NUT & WASHER
@ 32"O.C. OR SIMPSON
MAB15 @ 24"O.C. OR
APP'D EQUAL
2 x 6 TREATED
WOOD PLATE
I-JOIST FLOOR SYSTEM
TJI JOISTS @ 24"o.c. MAX
SPACING BY OTHERS
1/2" 0 x 8" A.B. -?
W/(l) NUT & WASHER
@ 32"O.C. OR SIMPSON
MAB15 @ 24"O.C. OR
APP'D EQUAL i
2 x 6 TREATED
WOOD PLATE
TRUSS FLOOR SYSTEM
TRUSSES @ 24"o.c. MAX
SPACING BY OTHERS
1/2" 0 x 8" A.B. --\
W/(1) NUT & WASHER
@ 32"O.C. DR SIMPSON
MAB15 @ 24"O.C. OR
APP'D EQUAL i
2 x 6 TREATED
WOOD PLATE
SIMPSON A34
ANCHOR W/4 801
NAILS EACH LEG
N.S & F,S OF JOIST
12 OF EACH END.
3. MAXIMUM WALL LENGTH ALLOWED WITHOUT
A CONTROL JOINT IS 50 FEET.
4, FOUNDATION DRAIN TILE MUST COMPLY
w/ UBC APPENDIX 1824.3 & 1824.4 OR
AN APPROVED EQUAL.
5. SEE S1 FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES.
WALL VERT REINF.
THICK REINFORCING BACK ILL
8 IN w #6 @ 36" D.C. SAND/CLAY
10 IN NONE SAND/CLAY
¦NO VERTICAL REINFORCING IS REQUIRED
FOR 5000 PSI CONCRETE.
SEE DETAIL
SLOPE
GRADE AWAY
FROM FDN.-\
JOIST HANGER (USPJL26R II III-
OR SIMPSON LU26R)
10d NAILS TO PLATE & (4) #4 HORIZ.
NO NAILS IN FLANGE BARS
'SIMPSON A35
`f`p-LCI ANCHOR W/6 8d
NAILS EACH LEG
N.S & F.S OF TRUSS
TWIN CITIES CONCRETE SYSTYENS, INC.
11792 AKRON AVENUE EAST
INVER GROVE HEIGHTS, MN 5
Phone: (651) 451-5972
e
#4 x 2'-0" ,
DOWELS @
36" O.C.
a
DRAIN
TILE ---___O
J
-SEE TABLE
FOR VERT
REINFORCING
X
-THICK <'.
v
-2"CLR
FLOOR
`/-SLAB
o
e 8" x 18" FTG.
WALL SECTION
LTEIG GROUP II
NGINEERS INC. U«1G 9' WALL
01 East River Road State 3 S - 2 E
meapolis, MN 55421 01101102
MATERIALS
CONCRETE: 3000 PSI @ 28 DAYS
AGGREGATE: FTG - 11/2" MAX
WALLS - 3/4" MAX
REINFORCING: ASTM A615 GRADE 40
ASTM A615 GRADE 60 FOR
BACK HEAVYCLAY - GROUP III
FILL: EQUIVALENT FLUID PRESSURE
(Teq)=65PCF
GROUP BASED ON CODE, SEE S-5
FOR #4 BARS
°5 & GREATER BARS
2x10 FLOOR SYSTEM
2x JOISTS @ 24 o.c. MAX,
SPACING BY OTHERS
1/2" 0 x 8" A.B. - ,
W/(1) NUT & WASHER
@ 24"O.C. OR SIMPSON
MAB15 @ 16"O.C. OR
APP'D EQUAL i
2 x 6 TREATED
WOOD PLATE
I-JOIST FLOOR SYSTEM
TJI JOISTS @ 24"o.c. M
SPACING BY OTHERS
1/2" 0 x 8" A.B.
W/(1) NUT & WASHER
@ 24"O.C. OR SIMPSON
MAB15 @ 16"13,C. OR
APP'D EQUAL
2 x 6 TREATED
WOOD PLATE
SIMPSON A34
ANCHOR W/4 8d
NAILS EACH LEG
N.S & F.S OF JOIST
SIMPSON A34
ANCHOR AT ALL
A.B. LOCATIONS
NOTES
L PRIOR TO BACKFILLING, FOUNDATION
WALLS MUST BE LATERALLY
SUPPORTED BY FLOOR CONSTRUCTION
AT BOTH TOP AND BOTTOM OR BY
ADEQUATE TEMPORARY BRACING.
2. USE A MINIMUM OF (2)1/2"0 x 8" A.B.
w/ (1) NUT & WASHER OR A SIMPSON
MAB15 ANCHOR FOR EACH PORTION OF
SILL PLATE. PLACE A ANCHOR WITHIN
12" OF EACH END.
3. MAXIMUM WALL LENGTH ALLOWED WITHOUT
A CONTROL JOINT IS 50 FEET,
4, FOUNDATION DRAIN TILE MUST COMPLY
w/ UBC APPENDIX 18243 & 1824.4 OR
AN APPROVED EQUAL.
5. SEE S1 FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES.
WALL VERT REIN F.
THICK REINFORCING BACKFILL
8 IN °6 @ 24" O.C. CLAY
10 IN °6 @ 36" O.C. CLAY
SEE DETAIL
SLOPE
GRADE AWAY
FROM FDN.-\ - ,
m
JOIST HANGER(USPJL26R
OR SIMPSON LU26R)
10d NAILS TO PLATE &
NO NAILS IN FLANGE
-SIMPSON A34
ANCHOR AT ALL
A.B. LOCATIONS
(4) 44
BARS
TRUSS FLOOR SYSTEM , 2"CLR
TRUSSES @ 24"o.c. MAX
SPACING BY OTHERS *4 x 2'-0"
DOWELS
24'" O.C. @ FLOOR
c, An
1/2" 0 x 8" A,B. ---\
W/(1) NUT & WASHER
@ 24"O.C. OR SIMPSON
MAB15 @ 16"O.C. OR
APP'D EQUAL i
2 x 6 TREATED
WOOD PLATE
SIMPSON A34
ANCHOR W/4 8d
NAILS EACH LEG
N.S & F.S OF TRUSS
SIMPSON A35
ANCHOR AT ALL
A.B. LOCATIONS
TWIN CITIES CONCRETE SYSTYENS, INC,
11792 AKRON AVENUE EAST
INVER GROVE HEIGHTS, MN 5!
Phone (651) 451-5972
DRAIN 1 e °
TILE ?_o e °
e
8" X 18"
"- SEE TABLE
HORIZ, FOR VERT
REINFORCING
i
H,ITHICK
WALL SECTION
GROUP III
=ERS INC. 9' WALL
River Road State 30 S - 2F
c. MN 55421
MATERIALS NOTES
CONCRETE: 3000 PSI @ 28 DAYS 1. PRIOR TO BACKFILLING, FOUNDATION
AGGREGATE; FTG - 11/g" MAX WALLS MUST BE LATERALLY
WALLS - 3/4" MAX SUPPORTED BY FLOOR CONSTRUCTION
REINFORCING; ASTM A615 GRADE 40 FOR #4 BARS AT BOTH TOP AND BOTTOM OR BY
ASTM A615 GRADE 60 FOR s5 & GREATER BARS ADEQUATE TEMPORARY BRACING.
BACKFILL: REFER TO S - 2 2. MAXIMUM WALL LENGTH ALLOWED WITHOUT
A CONTROL JOINT IS 50 FEET.
3. FOUNDATION DRAIN TILE MUST COMPLY
w/ UBC APPENDIX 1824.3 & 1824.4 OR
AN APPROVED EQUAL.
4.SEE S1 FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES.
1/2" 0 x 8" A.B.
W/(1) NUT & WASHER
OR SIMPSON MAB15 ANCHOR
OR APPROVED EQUAL
@ 72" O.C. --?
SLOPE
GRADE AWAY 8„
FROM FDN.--\ MIN.
8" (6" UP TO -
2 FLOORS & ROOF)
*4 x 2'-0" DOWELS -
@ 24" O.C. EMBED 5" MIN
DRAIN
TILE
WOOD FRAME
WALL BY OTHERS
e ?(1) #4 x¢
HORIZ.
e C
SLAB
el r
j I-8" x 16" STRIP FOOTING (MIN)
WALL SECTION
TWIN CITIES CONCRETE SYSTYENS, INC. 02001 UL I LIL3
11792 AKRON AVENUE EAST muwx By ENGINEERS INC. S - 3A
INVER GRAVE HEIGHTS, MN 5507 JHD 5201 East River ILA Suite 30
Phone: <651) 451-5972 CHEtlme 55421 01/01/02
JHD Phone hone 952-472-4746 Fax 952-472-476
MATERIALS NOTES
CONCRETE; 3000 PSI @ 28 DAYS 1. PRIOR TO BACKFILLING, FOUNDATION
AGGREGATE; FTG - 11/2 MAX WALLS MUST BE LATERALLY
WALLS - 3/4" MAX SUPPORTED BY FLOOR CONSTRUCTION
REINFORCING ASTM A615 GRADE 40 FOR #4 BARS AT BOTH TOP AND BOTTOM OR BY
ASTM A615 GRADE 60 FOR °5 & GREATER BARS ADEQUATE TEMPORARY BRACING.
BACKFILL: REFER TO S - 2 2. MAXIMUM WALL LENGTH ALLOWED WITHOUT
A CONTROL JOINT IS 50 FEET,
3, FOUNDATION DRAIN TILE MUST COMPLY
w/ UBC APPENDIX 1824.3 & 1824.4 OR
AN APPROVED EQUAL.
4. SEE S1 FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES.
1/z" 0 x 8" A.B.
W/<1) NUT & WASHER
OR SIMPSON MAB15 ANCHOR
OR APPROVED EQUAL
@ 72" O.C.
SLOPE
GRADE AWAY 8
FROM FDN.
04 x 2'-0" DOWELS
@ 72 O.C.
OR
_ t/2 t/2 ------
?? I I
k11/2 O
DRAIN
TILE
FRAMING
BY OTHERS
2 x 6 TREATED
WOOD PLATE W/
MIN (2) A.B. WITH
ONE WITHIN 12"
EACH END.
LSLAB ON
`(1) #4 GRADE
HORIZ.
-8" <6" UP TO
2 FLOORS & ROOF)
8" x 16" STRIP FOOTING (MIN)
WALL SECTION
AT GARAGE
TWIN CITIES CONCRETE SYSTYENS, INC, AJHD W. ULTEIG
11792 AKRON AVENUE EAST ENGINEERS, INC. ucrcc S - 3B
INVER GROVE HEIGHTS, MN 5507 D 5201 East River Rod Suite 3
Phone (651) 451-5972 Minneapolis, MN 55421 01/01/02
Phone 952-472-4746 Fax 952-472-476
MATERIALS NOTES
CONCRETE: 3000 PSI @ 28 DAYS 1. PRIOR TO BACKFILLING, FOUNDATION
AGGREGATE: FTG - 11/2" MAX WALLS MUST BE LATERALLY
" MAX SUPPORTED BY FLOOR CONSTRUCTION
WALLS - 3/4
REINFORCING: ASTM A615 GRADE 40 FOR #4 BARS AT BOTH TOP AND BOTTOM OR BY
ASTM A615 GRADE 60 FOR °5 L GREATER BARS ADEQUATE TEMPORARY BRACING.
BACKFILL: REFER TO S - 2 2. MAXIMUM WALL LENGTH ALLOWED WITHOUT
A CONTROL JOINT IS 50 FEET.
3. FOUNDATION DRAIN TILE MUST COMPLY
w/ UBC APPENDIX 1824.3 & 1824.4 OR
AN APPROVED EQUAL.
4. SEE S1 FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES.
4 WIDE x 6 DEEP
CONCRETE STEM WALL 1 FRAME WALL
BY OTHERS
1/2" 0 x 8" A.B.
W/(1) NUT & WASHER 2 x 6 TREATED
OR SIMPSON MAB15 ANCHOR WOOD PLATE W/
OR APPROVED EQUAL ' MIN WITH
@ 72" O.C. ONE WITHIN HIN 12"
EACH END.
SLOPE
GRADE AWAY
FROM FDN.
*4 x 2'-0"
@ 72" O.C.
OR
e ?_I I Z
SLAB ?N
(1) u4 GRADE
DOWELS IHORIZ.
0
8" (6" UP TO v
2 FLOORS & ROOF)
t/2 t/2
I I 11/2.
FDN. DRAIN TILE
01 ? '\--2" RIGID
INSULATION
8" x 16" STRIP FOOTING (MIN)
WALL SECTION
AT HOUSE
TWIN CITIES CONCRETE SYSTYEMS, INC. p 1 UL I LiU
11792 AKRON AVENUE EAST DRAWN ?+ ENGINEERS S - 3C
INVER GRAVE HEIGHTS, MN 5507 JHD 5201 East River Road Suite 30
CHECK 55421 01/01/02
Fax 952-472-476
Phone: :651) 451-5972 JH D Phone hone 952-472-474
MATERIALS NOTES
CONCRETE; 3000 PSI @ 28 DAYS 1. PRIOR TO BACKFILLING, FOUNDATION
AGGREGATE: FTG - 11/2 MAX WALLS MUST BE LATERALLY
WALLS - 3/4" MAX SUPPORTED BY FLOOR CONSTRUCTION
REINFORCING; ASTM A615 GRADE 40 FOR #4 BARS AT BOTH TOP AND BOTTOM OR BY
ASTM A615 GRADE 60 FOR °5 & GREATER BARS ADEQUATE TEMPORARY BRACING,
BACKFILL- REFER TO S - 2 2. MAXIMUM WALL LENGTH ALLOWED WITHOUT
S ET
FRAMING
BY OTHE
1/2 " 0 x 8" A. B.
w/ (1) NUT & WASHER -
OR SIMPSON MAB15 ANCHOR
OR APPROVED EQUAL
@ 72" O.C.
0
SLOPE
GRADE AWAY
FROM FDN. -
*4 x 2'-0" DOWELS
@ 72" O.C.
OR
_ t/2 t/2 ----
N `
.
A
„ O
1 1/2
DRAIN
TILE
A CONTROL JOINT I 50 FE
3. FOUNDATION DRAIN TILE MUST COMPLY
w/ UBC APPENDIX 1824,3 & 1824.4 OR
AN APPROVED EQUAL.
4.SEE S1 FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES.
5. WALLS WITH GRADE GREATER THAN 48"
BELOW THE SLAB REQUIRE SPECIAL
REVIEW BY J. H, DAHLMEIER ENGINEERING
INC. BOTTOM OF FOOTING MAY BE GREATER
THAN 42" BELOW GRADE WITHOUT SPECIAL
REVIEW BEING REQUIRED.
2 x 6 TREATED
*4 x 5'-0" HOOKS
@ 48 O.C.
2?
WOOD PLATE W/
MIN (2) A,B, WITH
ONE WITHIN 12"
?- OF EACH END.
-SLAB ON
GRADE
(3) `4
HORIZ. BARS
THICK
PROVIDE A MINIMUM OF 42"
FROST COVER TO BOTTOM
OF FOOTING. BOTTOM OF
FOOTING MAY BE MORE
THAN 42" BELOW GRADE.
8" x 20" STRIP FOOTING (MIN)
WALL SECTION
WALL AT GARAGE WITH LOW GRADE
COWSM"" ULTEIG
TWIN CITIES CONCRETE SYSTYEMS, INC, 02001 INC. ??? S-3D
11792 AKRON AVENUE EAST DRAWN JH? 5 'ENGINEERS
East RiverRoad Suite 30
INVER GROVE HEIGHTS, MN 55077 CHECKED BY Minneapotis, MN 55421 01101102
Phone: <651) 451-5972 JHD Phone 952-472-4746 Fax 952-472-476
MATERIALS
CONCRETE: 3000 PSI @ 28 DAYS NOTES
1. PRIOR TO BACKFILLING, FOUNDATION
AGGREGATE: FTG - 11/2" MAX WALLS MUST BE LATERALLY
WALLS - 3/4 MAX SUPPORTED BY FLOOR CONSTRUCTION
AT BOTH TOP AND BOTTOM OR BY
REINFORCING: ASTM A615 GRADE 40 FOR *4 BARS ADEQUATE TEMPORARY BRACING.
ASTM A615 GRADE 60 FOR #5 & GREATER BARS
2. USE MINIMUM OF 1/2"O x 8" A.B.
BACK FILL: REFER TO S-2 w/ (1) NUT & WASHER ER OR A SIMPSON
MAB15 ANCHOR FOR EACH PORTION OF
SILL PLATE. PLACE A ANCHOR WITHIN
12" OF EACH END.
3. MAXIMUM WALL LENGTH ALLOWED WITHOUT
A CONTROL JOINT IS 50 FEET.
4. FOUNDATION DRAIN TILE MUST COMPLY
w/ UBC APPENDIX 1824.3 & 1824.4 OR
AN APPROVED EQUAL.
5.SEE Si FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES.
1/2" 0 x 8" A.B.
w/ (1) NUT & WASHER
OR SIMPSON MAB15 ANCHOR
OR APPROVED EQUAL
@ 72" O.C. TYP.
10" CONC. WALL
FOR 2x4 WALLS
14" CONC. WALL
FOR 2x6 WALLS
*4 x 2'-0" DOWELS
@ 72" O.C.
OR
t/2 t/2 ----
1-?11/2O
DRAIN TILE
IF REQUIRED
WOOD FRAME
WALLS BY OTHERS
SLAB
s e °
a
0
4--B" x 20" STRIP FOOTING (MIN)
WALL SECTION
TOWNHOUSE COMMON WALL
TWIN CITIES CONCRETE SYSTYEMS, INC 02001 UL I LIli
11792 AKRON AVENUE EAST 50 ay ENGINEERS INC. u S - 3E
INVER GROVE HEIGHTS, MN 5507 JHD 5201 East River Road Swte 3
pECKM W Mmeapoils, MN 55421 01/01/02
Phone; (651) 451-5972 JHD Phone 952-472-4746 Fax 952-472-476
NOTES;
1.PROVIDE BEAM DEPTH TO GIVE
FROST PROTECTION OF 42" BELOW
FINAL GRADE OR PROVIDE 4"
POLYSTYRENE INSUL, UNDER WALL.
2,GRADE BEAM REINFORCING MAY BE
BUNDLED UP TO 3 BARS TO A BUNDLE.
GRADE BEAM CAPACITY;
GRADE BEAM CAN SUPPORT A UNIFORM
SERVICE LOAD OF 4000 PLF OR A
POINT LOAD OF 6000 POUNDS AT ANY
LOCATION ALONG THE GRADE BEAM.
MATERIALS
CONCRETE; 3000 PSI @ 28 DAYS
AGGREGATE; FTG - 11/2" MAX
WALLS - 3/4" MAX
REINFORCING: ASTM A615 GRADE 40 FOR #4 BARS
ASTM A615 GRADE 60 FOR #5 & GREATER BARS
BACKFILL: REFER TO S - 2
SEE S-2 FOR
WALL REINFORCEMENT
8" GRADE
DEPTH
8" WIDE DEPTH 24")
EXTEND BARS 24"
INTO HIGH WALL
CONCRETE FOOTING
( COMPACTED FILL
iULATION OR
E NOTE
R ALTERATIVE//
/
/
MAX. SPAN 6'-0"
(3) #4 HORIZ.
BARS TOP &
BOTT, OF WALL
CONCRETE FOOTING
COMPACTED FILL-
OR STABLE BANK
GRADE BEAM STEP FOOTING
TWIN CITIES CONCRETE SYSTYEMS, INC. o266i7 UL. i tlU
11792 AKRON AVENUE EAST om" er ENGINEERS INC. ua is S - 4A
INVER GROVE HEIGHTS, MN 55077 JHD 5201 East River Road Swte 30
cHmKm er Minneapolls, MN 55421 01/01/02
Phone; <651) 451-5972 JHD Phone 952-472-4746 Fax 952-472-476
MATERIALS
CONCRETE: 3000 PSI @ 29 DAYS
AGGREGATE: FTG - 11/2" MAX
WALLS - 3/4" MAX
REINFORCING: ASTM A615 GRADE 40 FOR #4 BARS
ASTM A615 GRADE 60 FOR #5 & GREATER BARS
BACKFILL: REFER TO S - 2
FOUNDATION WALL REINFORCING TO
BE AS DETAILED ON S-2.
(1) #4 AT BOTTOM
OF WALL
(1) #4
CONCRETE FOOTING
COMPACTED FILL
CONTINUOUS STEP FOOTING
. ULTEIG
TWIN CITIES CONCRETE SYSTYEMS, INC. 5lQ2001
1179
2 AKRON AVENUE EAST ENGINEERS INC. S - 4B
INVER GROVE HEIGHTS, MN 5507 D 5201 East River Road Suite 308
Phone (651) 451-5972 r MlnneapoUs, MN 55421 h7i 01/01/02
JHD Phone 952-472-4746 Fax 952-472-4764
2S
I- I
Unified Soil Volume Change
Classification Drainage Potential
Soil Group System Soil Description Characteristics Expansion
I Symbol
GW V\kll-graded gravels, gravel sand Good Low
mixtures, little or no fines
GP Poortygraded gravels or gravel sand Good Low
mixtures, little orno fines
Group 1 SW V?Mkgraded sands, gravelly sands, little or Good Low
no fines
Exellent SP Poorly graded sands or gravelly sands, Good Low
little or no lines
GM Sil gravels, gravel-sang-silt mixtures Good Low
SM Silty sand, sand-silt mixtures Good Low
GC CI e ravels, ravel-sand-da mixtures Medium Low
Group 2 SC Clayey sands, sand-clay mrcture Medium Low
Inorganic silts and very find sands, rock
flour
Far to Good MIL Silty or dayey fine sards or clayey Sifts Medium Low
with slig.Int plasticity,
CL Inorganic clays of low to medium Medium Medium
plasticity, gravelly clays, sands, days, silty
days, lean days
Group 3 CH Inorganic clays of high plastiaty, fat days Poor High
MH norgancslfs, micaceous or Poor High
Poor dstomaceous fine sandy or silty soils,
elastic silts.
Group IV OIL Organc silts and organic silty days of low Poor Medium
plasticity
Unsatisfactory OH Organic days of medium to high plasticity, Unsatisfadory High
organic si its.
PT Peat and other hcOv or enic soils Unsatisfactory Hi
Table 243 is reproduced by permission of the American Forest and Paper Association (formerly NFPA),
Washington, DG
SA: MS Stat 168.61
HIST: 19 SR 1735
TYPES ?F SOILS AND THEIR PROPERTIES
TABLE 2-B
TWIN CITIES CONCRETE SYSTYENS, INC, 02001 UL 1 ULI
11792 AKRON AVENUE EAST DRWN If ENGINEERS INC. ut e? S - 5
INVER GROVE HEIGHTS, MN 5507 JHD 5201 East River Road Sulte 3
Ol/01/02
cncce Phone (651) 451-5972 BY Minneapolis, HN 421
JHD Phone hone 952-472-4746 Fax 952-472-476
J I 11
II II II II
I ?I 11 11 it
II I 11 ? ii i? ??
1J 11 11 11 11 11 11
I NAIL 12" ?,C, @ ALL
INTERMEDIATE MEMBERS
2x BLOCKING @
SHEET EDGES
FLOOR
MEMBERS
15/32 C-C MINIMUM
NAILS 6 ?,C, SPAN RATING 16/32
AT SHEET ENDS FLOOR SHEATHING
SPAN 4 x 8 SHEETS
PERPENDICULAR TO
SUPPORTS AND STAGGER
JOINTS.
* NOTE ;
ALL NAILS TO BE 8d COMMON U.N.O.
FLOOR DIAPHRAM NAILING
TWIN CITIES CIINCRETE SYSTYEMS, INC, 02001 UL I t-iU
11792 AKRON AVENUE EAST oaA By ENGINEERS IN C, 4 a? S - 6
INVER GROVE HEIGHTS, MN 5507 JHD 5201 East River Road State 30
oco® By Mlnnempolls, MN 55421 01/01/02
Phone ? (651) 451-5972 JHD Phone 952-472-4746 Fax 952-472-476
10d NAILS @ 6" O.C.
16 - 10d NAILS
INTO BLOCKING
SIMPSON A34 ANCHOR
w/(4) 8d NAILS
NS & FS OF BLOCKING
SIMPS?N A34 ANCHOR
w/(4) 8d NAILS BETW.
RIM JOIST & SILL
@ ALL A.B. LOCATIONS.
MANUFACTURED OR
2 x 10 MIN.
RIM JOIST
?
MANUFACTURED ?R MIN nd 2 x 6 TREATED
2 x 10 BLOCKING 4 PLATE W/MIN
@ 24" O.C. ( 65 PCF ) OR (2) A.B. WITH
@ 36" O.C. ( 45 PCF ) OR Q ONE WITHIN 12"
@ 48" O.C. ( 35 PCF ) OR EACH END
IN FIRST (2) JOIST c
SPACES W/4 10d TOE SEE SEE STANDARD DETAILS
NAILS EACH END STANDARD FOR WALL REINFORCING
TO JOIST. DETAILS
FOR A.B. a
OR ANCHOR
WALL SECTION AT WALL
PARALLEL TO FRAMING
TRUSS & TJI BLOCKING SIMILAR
TWIN CITIES CONCRETE SYSTYEMS, INC. UL I UL1
02001
11792 AKRON AVENUE EAST CRMN 8Y ENGINEERS INC. u? S-7
INVER GROVE HEIGHTS, MN 5507 JHD 5201 East River Rond State 3
CHECKED Bt Minneapolis, MN 55421 01/01/02
Phone: (651) 451-5972 JHD Phone 952-472-4746 Fax 952-472-476
NOTES
1. HORIZONTAL REINFORCING TO BE
CENTERED IN WALL & EXTEND 24"
M1N. PAST WALL OPENING EACH END.
2. LOADS SHOWN BOLD IN TABLE
REQUIRE SHEAR REINFORCING.
3. SEE S1 FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES.
MATERIALS
CONCRETE: 3000 PSI @ 28 DAYS
AGGREGATE: FTG - 11/2" MAX
WALLS - 3/4" MAX
REINFORCING: ASTM A615 GRADE 40 FOR #4 BARS
ASTM A615 GRADE 60 FOR #5 & GREATER BARS
SHEAR REINF.
°3 BAR HOOKS g N,
@ 81, O.C. ?--?'
k
aa
Y i
a J
U
(L OD
HORIZ. REBAR TOP
& BOTTOM PER
TABLE
TYPICAL CONCRETE LINTEL
ACTUAL LINT EL SPAN IN FEET
LOAD
(PLF)
4
5
6
7
8
1000 NONE NONE NONE
1500 NONE NONE 1-#5 1-45 1-#5
2000 NONE 1-#5 1-#5 1-#5 1-#6
12500 NONE 1-45 1-45 1-06 1-#6
3000 1-#5 1-#5 1-4115 1-#6 1-406
3500 1-#5 1-#5 1-#6 1-#6 2-#5
4000 1-#5 1-#5 1-#6 1-#6 2-#5
HORIZONTAL REINFORCING TABLE
SEE NOTE 2 FOR STIRRUP SIZING
TWIN CITIES CUNCRETE SYSTYEMS, INC. C01111 of ULTEIG
11792 AKRON AVENUE EAST mi orENGINEERS INC. S-8
INVER GROVE HEIGHTS, MN 5507 JHD 5201 East River Road Suite 3
CHEDU B! Minneapolis, MN 55421 01/01/02
Phone: (651) 451-5972 JHD Phone 952-472-4746 Fax 952-472-476
NOTES
1. MAXIMUM WINDOW WELL SIZE
TD BE 40" x 84" OUTSIDE.
2. PERPENDICULAR WALLS TO
HAVE LAPPED HORIZ. BARS
AROUND CORNERS.
3. JAMB EACH SIDE OF OPENING
TO HAVE (3)#4 VERTICAL
BARS MINIMUM.
4. SEE S1 FOR FURTHER NOTES &
CONSTRUCTION GUIDELINES.
WINDOW WELL
SLOPE GRADE -
AWAY FROM FDN.
MATERIALS
CONCRETE: 3000 PSI @ 28 DAYS
AGGREGATE FTG - 11/2" MAX
WALLS - 3/4" MAX
REINFORCING: ASTM A615 GRADE 40 FOR #4 BARS
ASTM A615 GRADE 60 FOR #5 & GREATER &
BACKFILL! REFER TO S - 2
21-6" FLOOR SYSTEM
- BY OTHERS
L UUNl:. LIN I LL
SEE S-8 FOR
a DETAILING =.
--7,,
III (II 2" CLR.
#4'S @ 18" O.C.
HORIZ. REINF, -
#4'S @ 24" O.C.
VERT, REINF. TYP,
GRANULAR
MATERIAL
DRAIN TILE IF °L
NECESSARY
PROVIDE VERT. REINF.
SAME AS FULL HT. WALLS
SEE NOTE 3 FOR JAMB REINF,
-6" MIN.
SLOPE a
WALL BEYOND
z
z
c W
I b
'v
i
(3)#4 HORIZ.
BARS
8" MIN.
CONC. WALL rl
FLOOR SLAB
DRAIN TILE PER UBC
1824.3 & 1824.4 OR
EQUAL
Q
d
x 18"
FTG.
WALL SECTION
@ WINDOW WELL
TWIN CITIES CONCRETE SYSTYEMS, INC. 02001 UL I LIL3
11792 AKRON AVENUE EAST DPA" ar ENGINEERS INC, uc ? S-9
INVER GROVE HEIGHTS, MN 5507 JHD M5201 inn East RIV N Road 3ulte 30
Fax 952-472-476
Phone: (651) 451-5972 AD Phone 952-472 47461 01/01/02
MATERIALS
CONCRETE: 3000 PSI @ 28 DAYS
AGGREGATE: FTG - 11/2" MAX
WALLS - 3/4" MAX
REINFORCING; ASTM A615 GRADE 40 FOR °4 BARS
ASTM A615 GRADE 60 FOR 45 & GREATER BARS
BACK 100% GRANULAR - GROUP I
FILL: EQUIVALENT FLUID PRESSURE
(Teq ) = 35 PCF
SANDY/CLAY - GROUP II
EQUIVALENT FLUID PRESSURE
(Teq ) = 45 PCF
HEAVYCLAY - GROUP III
EQUIVALENT FLUID PRESSURE
(Teq ) = 65 PCF
GROUP BASED ON CODE, SEE S-5
SLOPE
GRADE AWAY
FROM FDN.7
NOTES
1. THIS DETAIL IS FOR ESTIMATION
PURPOSES ONLY & DOES NOT
CONSTITUTE A DESIGN.
2. NOTE THAT ADDITIONAL HORIZ. STEEL
& BUTTRESSES PERPENDICULAR TO A
WALL MAY BE REQUIRED FOR WALLS
WITH CLAY BACKFILL.
NNO VERTICAL REINFORCING IS REQUIRED'
FOR 4000 PSI OR STRONGER CONCRETE.
WALL VERT REIN F.
THICK REINFORCING BACKFILL
10 IN x #6 @ 48" O.C. SAND
12 IN NONE SAND
10 IN °6 @ 36" O.C. SANDY/CLAY
12 IN NONE SANDY/CLAY
10 IN *6 @ 24" O.C. CLAY
12 IN 06 @ 36" O.C. CLAY
„ L17:1 SEE T
(5) *4 HORIZ. RE RFD
BARS
2"CLR 'c
#4 x 2'-0"
DOWELS @ FLOOR
24 O.C. -c, na
DRAIN
TILE O
• 8" x 18" FTG.
(MIN)
?- WALL SECTION
O
TWIN CITIES CONCRETE SYSTYEMS, INC. 02001 UL. i LiL3 ESTIMATE
11792 AKRON AVENUE EAST DOW er ENGINEERS INC. u
INVER GROVE HEIGHTS, MN 5507 JHD- 5201 East Rwer Road Swte 308 S - 10
CKED g{ MlnneapoUs, MN 55421
Phone: (651) 451-5972 JHD Phone 952-472-4746 Fax 952-472-476 01/01/02
Surveyor's Certificate
SURVEY FOR : Delta Homes
DESCRIBED AS : Lot 7, Block 1, SUMMIT HILL, City of Eagan, Dakota County, Minnesota
and reserving easements of record.
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LOT SQ. FOOTAGE
HSE SQ. FOOTAGE
LOT COVERAGE =
PROPOSED ELEVATIONS
Top of Foundation =964.0
Garage Floor =963.6
Basement Floor =955.9
Aprox. Sewer Service =952.0
Proposed Elev. = 0
Existing Elev. _
Drainage Directions =
Denotes Offset Stake =
BENCHMARK,
CP# 9002
EL=953.41
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VACANT-= 3,696
= 1,568
42%
SCALE: 1 inch m 30 feet
MIN. SETBACK REQUIREMENTS
Front - House Side -
Rear - Garage Side-
JOB NO:
HEDLUND I HEREBY CERTIFY THAT THIS IS A TRUE AND CORRECT REPRESENTATION 02R-677
OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED
BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO BOOK: PAGE:
PLANNING ENGINEERING SURVEYING SHOW IMPROVEMENTS OR ENCROACHMENTS, E(X?CEPT SHOWN.
2005 l a e
Eagan, MN 551122 DATE 1 ?/ r r iy?Z 1?•
CAD FILE:
Phone: (651) 405-6600 j#jR(-Y]D. LIN REN, LAN SURVEYOR Summit Hills
Fax: (651) 405-6606 NN TA LICENSE NUMBER 14376
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA130930
Date Issued:05/21/2015
Permit Category:ePermit
Site Address: 1610 Summit Hill
Lot:7 Block: 1 Addition: Summit Hill
PID:10-72970-01-070
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Please print pictures of ice and water protection and leave on site.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Building Code).
Valuation: 4,000.00
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Mary S Naughton
1610 Summit Hill
Eagan MN 55122
(651) 815-5611
Krech Exteriors Inc
5866 Blackshire Path
Inver Grove Heights MN 55076
(651) 688-6368
Applicant/Permitee: Signature Issued By: Signature
Date:
City of Evan
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
AP9. 1 1 ?616
r
Use BLUE or BLACK Ink
L
For Office Use /
Permit #: 1
Permit Fee: (GHQ ` C)6
Date Received:
Staff
/ 2016 RESIDENTIAL PLUMBING PERMIT APPLICATION
�j( A///Site Address: 1 (9 1 0 wyyvvr t 14-a�
Tenant: /� 6S1-8
Suit�e #:
Name: S klRi�.%Ll Joh ° / l lli Phone: J 1 - 8 1 S - "J (P'
\ le 1 WITYtmu.-k l-klQ.Q, Ea -3(114-, M N 5 51 �a
Resident/Owner
Contractor
Type of Work
Permit Type
Address / City / Zip:
Name:
Address:
State: 1 Zip: 54'O'(1 Phone:
Contact:
License #: tQ 4°14 t-1 k) G
City: m ✓-4'1"' 0 Y
651- 815-- 51p I I
3 -AM Oei2 Email: exc CA4 e) 0.tti- net
New
_ Replacement _ Repair _ Rebuild _ Modify Space _ Work in R.O.W.
Description of work:
RESIDENTIAL
Water Heater
Lawn Irrigation ( RPZ / _ PVB)
Septic System
New
Abandonment
J4 Water Softener
Add Plumbing Fixtures ( Main / Lower Level)
Water Tumaround
RESIDENTIAL FEES:
$60.00 Water Heater, Water Softener, or Water Heater and Softener (includes State Surcharge)
$60.00 Lawn Irrigation (includes State Surcharge)
$60.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes State Surcharge)
*Water Tumaround (add $280.00 if a 3/4" meter is required)
$115.00 Septic System New (includes County fee and State Surcharge)
TOTAL FEES $
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage.
Call 48 hours before you intend to dig to receive locates of underground utilities.
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in
accordance with the approved plan in the case of work which requires a review and approval of plans.
-11k &CA Db&K
Applicants Printed Name
x
C Sc�
Applicants Signe
FOR OFFICE USE
Reviewed By: Date:
Required Inspections: Under Ground Rough -In Air Test Gas Test Final
Meter Related Items: Meter Size
Radio Read Manometer Staff: