2007-01-25 Concrete Foundation Wall Packet
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MEMORANDUM
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lns0ectione
5201 E. River Road, Suite 308
Minneapolis, MN 55421-1027
Phone: 763.571.2500
Fax: 763.571.1168
DATE:
JANUARY 25, 2007
TO:
CITY BUILDING OFFICIALS AND INSPECTORS
FROM:
UL TEIG ENGINEERS
SUBJECT:
2007 RESIDENTIAL C.I.P. CONCRETE FOUNDATION WALL PACKET
The purpose of this memo is to provide you with a copy of the 2007 Standard Cast-in-place
Concrete Foundation Wall Drawings for your use and reference.
BACKGROUND
Continuing over twenty years of tradition, Ulteig Engineers is providing standard foundation
wall drawings to over forty concrete foundation contractors in the metropolitan area. These
drawings contain details for numerous construction conditions common in the residential cast-in-
place concrete foundation market. In addition to the standard drawings, we provide special
designs to these contractors at their request.
STANDARD DRAWINGS
1. The attached 2007 drawings, compnsmg twenty-six pages total, have been recently
provided to the qualified contractors. Each contractor has received sets of drawings with
their company's information printed in the title block. These drawings are to be used
only by the qualified contractor whose name is printed on the documents.
2. A list of the qualified contractors who will be using the 2007 cast-in-place foundation
drawings is attached.
3. We have added several new items and improvements to the master drawings:
a. 10' tall wall sections. The drawings contain an additional 10' wall section detail
for each soil type, as well as expanded top of wall connection tables.
b. The drawings are applicable to both the current Code and upcoming adoption
of the 2007 Minnesota State Building Code and amended 2006 International
Residential Code.
Minneapolis, MN . Detroit Lakes, MN . Fargo, ND . Bismarck, ND . Sioux Falls, SD
www.ulteig.com
Memo to Cities
2007 Master Drawings
January 25. 2007
4. It is respectfully requested, that as City Building Officials, you will monitor this system
and help to ensure that only qualified contractors use these drawings.
5. It is important that both the general contractor and framing contractor address the
contents of these drawings, as the information contained in them pertains to the total
system shown.
6. As of January 1, 2007, all editions of the standard cast-in-place concrete foundation
drawings, dated prior to January 1, 2007 are now null and void.
7. Your comments and suggestions are always welcome. If you have any questions
regarding the drawings or other engineering issues of interest, please call Craig Oswell or
Trevor Axner.
Thank you for your continued support and cooperation in this area of construction.
UL TEIG ENGINEERS
~<~
Craig O~ll, PE
Enclosures: Master Drawings - City Copy
List of Authorized Contractors
P.s. Four years ago we sent you an address and contact update card in order to fill in our
database with the latest information available. Please advise us if any of your information
has since changed and needs further updating.
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DRAWING INDEX
~~S1A -
S1B -
S1C -
~S 1 D -
MS1E-
o S2A -
o S2B -
o S2C -
o S2D -
o S2E -
o S2F -
o S2G -
o S2H -
o S2J -
o S3A -
o S3B -
o S4A -
o S4B -
o S5A -
o S5B -
o S5C -
o S5D -
o S6A -
o S6B -
o S7-
o S8-
MN License Number: 42341
WI License Number: E-37911
2007 MASTER CAST-IN-PLACE CONCRETE CITY CO PY
FOUNDATION DRAWINGS
INDEX & CERTIFICATION
_engineer.
5201 East River Road Suite 308
Minneapolis. Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarcl< - Delroillakes - Fargo - Minneapolis - Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMA liON
(to be filled oul by the con_lor)
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: State:
@ COPYRIGHT ULTEIG ENGINEERS INC. 2007
Revision Date . Descri tion
Zip Code:
Project Number: ~ S 1 A
Date: Januarv 1 2007 , -
Sheets: 1 of 26
DRAWING SCOPE & USE GUIDELINES
SCOPE OF WORK
THESE YEAR 2007 CAST-IN-PLACE (C.I.P.) CONCRETE FOUNDATION DRAWINGS, CONSISTING
OF S-1 THROUGH S-8 AND DATED 1-1-07, ARE PREPARED BY UL TEIG E GINEERS, INC.
THESE DRAWINGS CONTAIN STRUCTURAL DESIGN INFORMATION AND D S TO BE USED
IN THE CONSTRUCTION OF CAST-IN-PLACE CONCRETE FOUNDAT N FOR VARIOUS
CONDITIONS COMMON WITHIN THE RESIDENTIAL MARKET ONLY. H INFORMATION IS
INTENDED FOR THE CONCRETE CONTRACTOR, AS WELL AS T G N AL CONTRACTOR
AND THE FRAM ING CONTRACTOR.
THESE DRAWINGS ARE CERTIFIED AND PREPARED
INTERNATIONAL RESIDENTIAL CODE (IRC), AS WE AS HOS
WISCONSIN STATE BUILDING CODES. THESE 0 ARE V
31,2007.
IREMENTS OF THE
HE MINNESOTA AND
HROUGH DECEMBER
THESE DRAWINGS ARE LICENSED TH
LICENSEE NOTED IN THE TiTLE B
SOLELY FOR PROJECTS IN WHI
DRAWINGS MAY BE RELEASED T LICE
AND CLIENTS FOR THE US P OCU EMEN
USES ARE PROHIBITED.
REEMENT BETWEEN UL TEIG THE
HESE DRAWINGS ARE T BUSED
IS DIRECTLY RESPONSI E THESE
TO ITS AGENTS, S -C ACTORS,
BUILDING PERMI ON L OTHER
USE GUIDELINES
THESE DRAWINGS ARE PRIMARILY
OLLOWING CONDITIONS:
1.
2.
3.
4.
5.
6.
LEAR HEIGHT
ING TWO STORIES PLUS A BASEM ENT
SPECIAL CON
THESE LIMITS.
NO DESIGN MAY BE REQUIRED FOR CONDITIONS BEYOND
MATERIALS
CONCRETE: MIX IS TO BE DESIGNED BY THE CONCRETE SUPPLIER
F'C = 3,000 PSI (MINIMUM STRENGTH @ 28 DAYS)
STEEL: #5 BARS & GREATER - FY = 60 KSI (ASTM A615)
#4 BARS - FY = 40 KSI (ASTM A615)
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
SCOPE, USE GUIDELINES, & MATERIALS
CITY COpy
_engineerS
5201 East River Road Suite 30B
Minneapolis. Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Delroit lakes. Fargo. Minneapolis. Sioux Falls
Web: www.ultelg.com
JOB SITE INFORMATION
(10 be filled out by the conlractor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: Slale:
Zip Code:
Project Number: ~ S 1 B
Date: Januarv 1 2007 . -
Sheels: 2 of 26
@ COPYRIGHT UL TEIG ENGINEERS INC. 2007
GENERAL STRUCTURAL NOTES
GENERAL
1. WALLS ARE NOT TO BE BACKFILLED UNTIL THE CONCRETE HAS REACHED A COMPRESSIVE
STRENGTH SUFFICIENT TO SUPPORT ALL DESIGN LOADS. ADEQAUTE SHORING, AS REQUIRED, IS
THE RESPONSIBILITY OF THE CONTRACTOR.
S, DED THEIR CENTER LINES ARE WITHIN 2" OF EACH
OF 30 BAR DIAMETERS FOR GRADE 40 STEEL AND
WALL CONDITIONS
BY FINAL FLOOR
2, UNLESS SUPPORTED BY ADEQUATE TEMPORARY SHORING, ALL UNBALA
ARE TO BE LATERALLY SUPPORTED AT BOTH THE TOP AND BO
CONSTRUCTION,
3. STRIP FOOTINGS MAY BE PLACED AT AN ELEVATION
PROVIDED ADEQUATE FROST COVER IS MET.
4. FOOTING SIZES NOTED ARE MINIMUMS BASED ON AN RING CAPACITY OF 2000
PSF, THE ACTUAL BEARING CAPACITY IS TO BE DETE Y OTHERS,
S, THE CENTER OF FOOTINGS MAY BE OFFSET A NTER OF THE WALL AND
THE EDGE OF THE FOOTINGS IS TO EXTEND EACH FACE OF THE WALL
BEFORE SPECIAL REVIEW IS REQUIRED.
6. SLOPE GRADE AWAY FROM WALL " WITHIN THE FIRST TEN FEET
ADEQUATE DRAINS OR SWALES T T DRAINAGE AWAY FROM THE
7.
CONCRETE
1.
2. THE CO NT
CRACKING
3. PROVIDE OOK BARS FOR
INTERSEC RIZONTAL WALL R
WIDTH OF LL, PROVIDED MINIM
AND HORIZONTAL BARS PER NOTE S.
4, REINFORCING BARS MAY BE BUN
6. SITION IS WITHIN O,S" OF THAT SHOWN IN THE DETAILS.
LACE I 0 IRED PROVIDED SUFFICIENT CARE IS TAKEN TO ENSURE THE
F OLERANCE WITH RESPECT TO BOTH POSITION AND CODE COVER,
7, UNLESS
PLACED.
W E, DOWELS MAY BE DRILLED IN AND GROUTED AFTER THE WALL IS
N NEED TO BE TIED TO THE VERTICAL STEEL.
8, BE LOCATED
9, VERTICAL BARS MAY BE DRILLED AND EMBEDDED INTO THE STRIP FOOTING IN LIEU OF DOWELS,
EMBED THE VERTICAL BARS A MINIMUM OF S" INTO THE FOOTING,
10, THE BOND BETWEEN THE CONCRETE AND STEEL BARS USED IN THESE DRAWINGS WILL NOT BE
APPRECIABLY REDUCED IF FORM OIL IS PRESENT ON THE REINFORCING BARS, UNLESS NOTED
OTHERWISE, THE PRESENCE OF FORM OIL ON THE DOWELS IN DETAIL S-SA SHOULD BE KEPT TO A
MINIMUM.
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
GENERAL NOTES
CITY COpy
_engineers
5201 Easl River Road Sune 308
Minneapolis. Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Detroit lakes - Fargo. Minneapolis - Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMATION
(10 be filled oul by the contractor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City:
State:
Zip Code:
Project Number: ~
Date: .J;muarv 1 2007
Sheets: 3 of 26
S-1C
@ COPYRIGHT UL TEIG ENGINEERS INC. 2007
CONNECTIONS
1. 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 4" TO 12" OF EACH END. AN
ANCHOR IS TO BE PLACED AT ALL WALL CORNERS AND INTERSECTIONS ON WALLS MORE THAN
TWO FEET IN LENGTH. WALLS TWO FEET OR LESS IN LENGTH REQUIRE A MINIMUM OF ONE ANCHOR.
SHEAR WALLS BY OTHERS MAY REQUIRE ADDITIONAL ANCHORAGE.
1,
FLOOR MEMBERS ARE TO BEAR A MINIMUM OF 3.5" ON THE SILL P. rE. IN
BOARD, BLOCKING, AND CONNECTORS AS SHOWN IN DETAILS ~ND
A MINIMUM OF 2.5" FROM EACH EDGE OF BOTH THE SILL AND E CONCRE
SILL PLATE SIZE AS REQUIRED TO MEET THESE LIMITS REQUIR
CODE.
ALL CONTINUOUS RIM
CHOR BOLTS MUST BE
WALL. INCREASE THE
MENTS OF THE ENERGY
2. SILL PLATES ARE NOT REQUIRED TO BE TREATED IN ACCORDANCE
RECOMMENDS INSTALLING A PROTECTION BARRIER BETWEEN THE SILL A
3.
4. ANCHOR BOLTS 0.5" OR LARGER IN DIAMETER 0 NO
PROTECTED FROM CORROSION IN ACCOR NCE
PREMANUFACTURED METAL CONNECTORS ONTA
APPLICABLE CORROSION PROTECTION RE ENT
ANIZED OR OTHERWISE
RC ALL FASTENERS AND
LUMBER ARE TO ME TALL
5.
H SIMPSON MAS, USP FA1,
DMENT) OR 0.5" DIAMETER
DGE-BOL T, OR EQUIVALENT
IN THE DETAILS. A R
DRILLED IN AND EP Y G
ED IN THE DETAILS,
A3, 0'.5"
-CUTTING
MINIMUM
o S MAY BE
UT 0 SOLID (4"
WHICH WILL
THE USE OF
CELORATOR IS
2,
3. DO NOT ADD CESSIVE WATER TO
RECOMMENDED WHEN WORKABILITY.
WATER-REDUCING AGENTS IS
4. WALL BLANKETS, OR OTHER AC
OVER THE TOP 24" OF THE WALL
OTECTION, ARE HIGHLY RECOMMENDED,
RATURE IS LESS THAN ZERO DEGREES F.
5.
CONTACT WITH FROZEN MATERIALS.
6,
,BUT IS TO BE FREE OF FROST, SNOW, AND ICE AT THE
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
GENERAL NOTES
CITY COpy
_engineer.
5201 East River Road Suite 308
Minneapolis, Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Detroit lakes - Fargo. MinneapoNs - Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMATION
(to be filled out by the con~actor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City:
State:
Zip Code:
Project Number: ~
Date: Januarv 1 2007
Sheets: 4 of 26
8-1 D
@ COPYRIGHT ULTEIG ENGINEER'; INC. 2007
STRUCTURE HEIGHT
1 FLOOR SYSTEM + ROO
1 FLOOR SYS
2 FLOOR
REINFORCING BAR AREA
SUBSTITUTION TABLE
(2) ~4 EQUALS
(3) ~4 EQUALS
(3) ~ 5 EQUALS
SUBSTITUTED BARS MUST HAVE EQUAL
CONCRETE S
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
REINFORCING BAR SUBSTITUTION & FOOTING TABLES
CITY COpy
_engineers
5201 Easl River Road Suite 308
Minneapolis. Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Detroi1 Lakes. Fargo - Minneapolis. SloUle Falls
Web: www.ulteig.com
JOB SITE INFORMATION
(10 be filled oul by the contractor)
Revision Date oeseri tion
Owner:
Slreel Address:
Drawn By: Troy OeGroot
Checked By: Trevor A)mer
Approved By: Craig Oswell
Cily: Slale:_ Zip C_:_
Project Number: ~
Date: Januarv 1 2007
Sheets: 5 of 26
S-1E
@ COPYRIGHT ULTEIG ENGINEERS INC. 2007
NOTES;
1. SEE Sl FOR NOTES ~ CONSTRUCTION
GUIDELINES. --
'*4 x 2'-0
DOWELS @ 72'1
(5" EMBED>
o
SYSTEM
~,. Q) x 10" LONG ANCHOR BOLTS
w/NUT ~ HEAVY DUTY WASHER
@ 72" D.C. (7'1 MIN, EMBED) DR
SIMPSON MAB15 @ 60'1 D.C. DR
APPROVED EQUAL
2 x 6 MIN. woon
SILL PLATE
SLOPE GRADE
AWAY FROM
FOUNDA T ION
(3) '* 4
BARS
X
<3:
~
S" MIN.
(NO VERTICAL
REINFORCING
REQUIRED>
(:)
I
ix>
"
..:.ru ~
"Lt=-=
~
~
CONCRETE
FOOTING
SEE SHEET SlE
CONTRACTOR OPTION;
· " (2) '* 4 HORIZ. BARS MAY
.4 BE PLACED IN FOOT ING IN
SEe T ION LIEU OF (2) LOWEST '*4
HORIZ. BARS IN WALL
100/. GRANULAR BACKFILL (GROUP D
EQUIVALENT FLUID PRESSURE (1"9)= 30 PCF
2007 MASTER CAST-tN-PLACE CONCRETE
FOUNDATION DRAWINGS
8 FT HIGH FOUNDATION WALL FOR SAND (GROUP I) SOIL
CITY COpy
_engineerS
5201 East River Road Suite 308
Minneapolis, Minnesota .55421
Phone: 763.S71.2500 Fax: 763.571.1168
Bismarck. Oetroitlakes - Fargo. MinneapoHs . Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMATION
(10 be filted out by the contractor)
Revision Date Description
OWner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: Slate:_ZipCode:_
Project Number: ~
Date: Januarv 1 2007
Sheets: 6 of 26
S-2A
@ COPYRIGHT UL TEIG ENGINEERS INC. 2007
NOTES;
1. SEE Sl FOR FURTHE~ NOTES Be
CONSTRUCT ION GUIDELINES.
8"
8" lit
VERTICAL REINFORCEMENT
MINIMUM 'HI REINFORCING
18" NONE
8" 6 @ 48" O.C,
8" NONE
NG IS REQUIRED
I ONCRETE DR WALL
N SHOWN,
WALL
THICK
2 x 6 MIN, WOOD
SILL PLATE
SLOPE GRADE
AWAY FROM
FOUNDA T ION
EE TABLE FOR
REQUIRED VERT ICAL
REINFORCING
x
<[
~
~"f) x 10" LONG ANCHOR BOLTS
w/NUT Be HEAVY DUTY WASHER
@ 72" O,C, (7" MIN, EMBED> DR
SIMPSON MAB15 @ 36'1 O.C, DR
APPROVED EQUAL
(3) 114
BARS
8" MIN.
b
I
CD
2"
~ ~
"tt=-=:
Jti
CONCRETE STRIP
FOO T ING
SEE SHEET SlE
CONTRACTOR OPTION;
· · ~ (2) 114 HORIZ. BARS MAY
~ BE PLACED IN FOOTING IN
SEe T ION LIEU OF (2) LOWEST 114
HORIZ. BARS IN WALL
GRANULAR Be LIGHT CLAY BACKFILL (GROUP II)
EQUIVALENT FLUID PRESSURE (1"9)= 45 PCF
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
8 FT HIGH FOUNDATION WALL FOR SANDY CLAY (GROUP II) SOIL
CITY COpy
5201 East River Road Suite 308
Minneapolis. Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
B~marck . Oe~oiIlakes . Fargo. Minneapolis. Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMATION
(to be filled out by fhe conlraClor)
Revision Date Description
OWner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City:
Slale:_ZipCode:_
Project Number: ~
Date: Janua.rv 1 2007
Sheets: 7 of 28
8-28
@ COPYRIGHT UL TEIG ENGINEERS INC. 2007
NOTESi
1. SEE Sl FOR FURTHER NOTES Be
CONS T RUC T ION GUIDELINES.
WALL VERTICAL REINFORCEMENT
THICK MINIMUM 'HI REINFORCING
8'1 24" NONE
8"
10'1
8"
6 @ 36'1 O,C,
NONE
8'1
~'10 X 10'1 LONG ANCHOR BOLTS
w/NUT Be HEAVY DUTY WASHER
@ 48" O,C, (7" MIN. EMBED) DR
SIMPSON MAB15 @ 24'1 O,C, DR
APPROVED EQUAL
2 x 6 MIN. 'WOOD
SILL PLA T E
SLOPE GRADE
AWAY FROM
FOUNDA T ION
(3) ~4
BARS
EE TABLE FOR
REQUIRED VERT ICAL
REINFORCING
x
<[
:!:
8'1 MIN.
b
I
00
2"
~
CONCRETE STRIP
FOOTING
SEE SHEET SlE
CONTRACTOR OPTIONi
(2) ~ 4 HORIZ, BARS MAY
BE PLACED IN FOOTING IN
LIEU OF (2) LOWEST ~ 4
HORIZ, BARS IN WALL
HEAVY CLAY BACKFILL (GROUP lID
EQUIVALENT FLUID PRESSURE (l',q)= 60 PCF
.
.
<J1
"
SECTION
2007 MASTER CAST-iN-PLACE CONCRETE
FOUNDATION DRAWINGS
8 FT HIGH FOUNDATION WALL FOR CLAY (GROUP III) SOIL
CITY COpy
.engineer.
5201 East River Road Suite 30B
Minneapolis. Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Oetroillakes - Fargo. Minneapotis . Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMATION
(to be filled out by the confractor)
Revision Date Description
OWner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: State:_ZipCode:_
Project Number: ~
Date: ,JRnwuv 1 2007
Sheets: B of 26
S-2C
@ COPYRIGHT UL TEIG ENGINEERS INC. 2007
NOTESi
1. SEE Sl FOR FURTHER NOTES Be
CONSTRUCT ION GUIDELINES.
2 x 6 MIN. "'ODD
SILL PLATE
SLOPE GRADE
A'WAY FROM
FoUNDA T ION
"'ALL VERTICAL REINFORCEMENT
THICK MINIMUM 'H' REINFORCING
8" 18" NONE
8" )I( 8" 6 @ 48" D.C.
8'1 NONE
NG IS REQUIRED
I oNCRETE OR 'WALL
N SHOWN.
~"0 X 10'1 LONG ANCHOR BOLTS
w/NUT Be HEAVY DUTY WASHER
@ 72" D.C. (7'1 MIN. EMBED> OR
SIMPSON MABl5 @ 36" D.C. OR
APPROVED EQUAL
(4) It 4
BARS
x
<[
~
8" MIN,
b
I
0\
2"
..:.ru Ll
L=t=-=
~
CONCRETE STRIP
Foo TING
SEE SHEE T SlE
CONTRACTOR OPTIONi
· · ~ (2) It 4 HoRIZ. BARS MAY
41 BE PLACED IN FOOTING IN
SEe T ION LIEU OF (2) LOWEST 1t4
HoR IZ. BARS IN WALL
lOO/. GRANULAR BACKFILL (GROUP D
EQUIVALENT FLUID PRESSURE (r,~= 30 PCF
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
9 FT HIGH FOUNDATION WALL FOR SAND (GROUP I) SOIL
CITY COpy
_engineerS
5201 East River Road Suite 308
Minneapolis. Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Delroit Lakes. Fargo - Minneapolis. Sioux falls
Web: www.ulteig.com
JOB SITE INFORMATION
(to be filled out by the contractor)
Revision Date Oeseri tion
OWner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: State:_ Zip Code:_
Project Number: ~
Date: .JanuRrv 1 2007
Sheets: 9 of 26
8-20
@ COPYFGHT ULTEIG ENGINEERS INC. 2007
NOTES;
1. SEE Sl FOR FURTHER NOTES Be
CONSTRUCTION GUIDELINES,
114 x 2'-0'
DO'w'ELS @ 72'1
(5" EMBED)
o
'w'ALL VERTICAL REINFORCEMENT
THICK MINIMUM 'HI REINFORCING
S'I 32'1 NONE
S'I S" 6 @ 36" O,C,
10'1 S'I NONE
~'I~ X 10" LONG ANCHOR BOLTS
w/NUT Be HEAVY DUTY 'w'ASHER
@ 4S.1 O,C, (7'1 MIN, EMBED) OR
SIMPSON MAB15 @ 24'1 O,C, OR
APPROVED EQUAL
2 x 6 MIN, 'w'OOD
SILL PLATE
SLOPE GRADE
A'w'AY FROM
FOUNDA T ION
(4) 114
BARS
E TABLE FOR
EQUIRED VERT ICAL
REINFORCING
x
<[
~
S" MIN.
(:)
I
0\
2"
<J
...:n. .::l
L~
~
CONCRETE
FOO T ING
SEE SHEET SlE
CONTRACTOR OPTION;
· · " (2) 114 HORIZ, BARS MAY
..:l BE PLACED IN FOOTING IN
S E C T I 0 N LIEU OF (2) LO'w'EST 114
HORIZ, BARS IN 'w'ALL
GRANULAR Be LIGHT CLAY BACKFILL (GROUP II>
EQUIVALENT FLUID PRESSURE (1"f)= 45 PCF
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
9 FT HIGH FOUNDATION WALL FOR SANDY CLAY (GROUP II) SOIL
CITY COpy
_engineers
5201 East River Road Suite 308
Minneapolis, Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Detroit Lakes. Fargo. Minneapolis. Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMATION
(to be filled out by the contractor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: State:_ Zip COde:_
Project Number: ~
Date: JenuArv 1 2007
Sheets: 10 of ~fi
S-2E
@ COPYRIGHT UL TEIG ENGINEERS INC. 2007
NOTESi
1. SEE Sl FOR FURTHER NOTES Be
CONSTRUCTION GUIDELINES,
'*4 X 2'-0"
DOWELS @ 72"
(5" EMBED)
o
WALL VERTICAL REINFORCEMENT
THICK MINIMUM 'H' REINFORCING
8" 42" NONE
8" 8" @ 24" O,C. )I(
24" NONE
'* 6 @ 36" O,C,
'* 5 @ 36" O,C,
~" 0 X 10" LONG ANCHOR BOL T S
w/NUT Be HEAVY DUTY WASHER
@ 36" O,C. (7" MIN, EMBED) DR
SIMPSON MAB15 @
16" O,C. DR APPROVED EQUAL
2 X 6 MIN. WOOD
SILL PLATE
SLOPE GRADE
AWAY FROM
FOUNDA T IDN
SYSTEM
(4) '* 4
BARS
EE TABLE FOR
REQUIRED VERTICAL
REINFORCING
x
<[
~
8" MIN,
(:)
I
0\
2'1
~ <l
Lt=-=
~
eJ
SLAB
CONCRETE STRIP
FOOTING
SEE SHEET SlE
CONTRACTOR OPTIONi
(2) '* 4 HORIZ. BARS MAY
BE PLACED IN FOOTING IN
LIEU OF (2) LOWES T '* 4
HORIZ. BARS IN WALL
HEAVY CLAY BACKFILL (GROUP lID
EQUIVALENT FLUID PRESSURE (It,)= 60 PCF
.
.,1
"
SECTION
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
9 FT HIGH FOUNDATION WALL FOR CLAY (GROUP III) SOIL
CITY COpy
_engineerS
5201 East River Road Suite 308
Minneapolis. Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Delroit lakes. Fargo - Minneapolis - Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMATION
(to be filled out by the contractOl)
Revision Date Description
OWner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: State:_ZipCode:_
Project Number: ~
Date: Januarv 1 2007
Sheets: 11 of 26
S-2F
@ COPYRIGHT ULTEIG ENGINEERS INC, 2007
NOTES;
1. SEE Sl FOR FURTHER NOTES Be
CONSTRUCTION GUIDELINES.
2 x 6 MIN. 'w'OOD
SILL PLATE
SLOPE GRADE
A'vIAY FROM
FOUNDA T ION
'viALL VERTICAL REINFORCEMENT
THICK MINIMUM 'HI REINFORCING
S'I 36.1 NONE
S'I 8" @ 36'1 O.C,
10")1( 8" @ 48'1 D.C.
12.1 NONE
)I( NO VERTIC ING IS REQUIRED
FOR EIT 4000 P CONCRETE OR 'viALL
HEIG T AN SHO'vlN.
~'I~ X 10'1 LONG ANCHOR BOLTS
w/NUT Be HEAVY DUTY 'viAS HER
@ 60'1 D.C. (7" MIN. EMBED) OR
SIMPSON MAB15 @ 24" D.C. OR
APPROVED EQUAL
SYSTEM
(5) 13 4
BARS
SEE TABLE FOR
REQUIRED VERT ICAL
REINFORCING
8'1 MIN.
x
<[
x:
b
I
b
-
2"
....-<<\J
L~
~
/!l
CONCRETE STRIP
FOOTING
SEE SHEET SlE
CONTRACTOR OPTION;
· · .. (2) 13 4 HORIZ. BARS MAY
~ BE PLACED IN FOOTING IN
SECTION LIEU OF (2) LO'vlEST 134
HORIZ. BARS IN 'viALL
1001. GRANULAR BACKFILL (GROUP D
EQUIVALENT FLUID PRESSURE (Y'q)= 30 PCF
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
10 FT HIGH FOUNDATION WALL FOR SAND (GROUP I) SOIL
CITY COpy
II engineer.
5201 East River Road Suite 308
Minneapmis, Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Detroit Lakes. Fargo. Minneapolis. Sioux Falls
Web: www.ultelg.com
JOB SITE INFORMATION
(to be filted out by the contractor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: State:_ Zip Code:_
Project Number: ~
Date: Janusrv 1 2007
Sheets: 12 of 26
S-2G
@ COPYRIGHT UL TEIG ENGINEERS INC. 2007
NOTES:
1. SEE Sl FOR FURTHER NOTES 8c
CONS TRUC T ION GUIDELINES,
'"
WALL VERTICAL REINFORCEMENT
THICK MINIMUM 'HI REINFORCING
8" 8" 116 @ 24" O,C.
10'1 32'1 NONE
la" 8" @ 36" O,C.
12'1 NONE
~"0 X la" LONG ANCHOR BOLTS
w/NUT 8c HEAVY DUTY WASHER
@ 36" O,C, (7'1 MIN, EMBED) DR
SIMPSON MAB15 @ 16'1 O,C, DR
APPROVED EQUAL
LOOR SYSTEM
ERS
2 x 6 MIN, WOOD
SILL PLATE
SLOPE GRADE
AWAY FROM
FOUNDA T ION
(5) 114
BARS
E TABLE FOR
REQUIRED VERTICAL
REINFORCING
x
<[
~
114 x 2'-0'
DOWELS @ 72"
(5" EMBED>
o
8'1 MIN,
'0
I
o
-
2'1
...:.ru LI
"tt=-=
~
l!l
CONCRETE
FOO T ING
SEE SHEET SIE
CONTRACTOR OPTION:
." (2) 114 HORIZ, BARS MAY
41 BE PLACED IN FOOTING IN
SEe T ION LIEU OF (2) LOWEST 114
HORIZ, BARS IN WALL
GRANULAR 8c LIGHT CLAY BACKFILL (GROUP II>
EQUIVALENT FLUID PRESSURE (l',q)= 45 PCF
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
10 FT HIGH FOUNDATION WALL FOR SANDY CLAY (GROUP II) SOIL
CITY COpy
_ene;neers
5201 East River Road Suite 308
Minneapolis, Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Detroit lakes. Fargo. Minneapolis. Sioux Falls
Web: www.ultelg.com
JOB SITE INFORMATION
(to be filled out by the contractor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axnet'
Approved By: Craig Oswell
City: State:_ZipCode:_
Project Number: ~
Date: .Januarv 1 2007
Sheets: 1 ~ of 26
S-2H
@ COPYRIGHT ULTEIG EN<?NEERS INC. 2007
NDTE:Si
1. SEE SI FOR FURTHER NOTES Be
CONSTRUCTION GUIDELINES,
'WALL VERTICAL REINFORCEMENT
THICK MINIMUM 'HI REINFORCING
B'I 12" 116 @ 1B'I O,C,
10'1 42'1 NONE
10'1 @ 24'1 O,C,
12" @ 36'1 O,C,
~'I c& X 10" LONG ANCHOR BOL TS
w/NUT Be HEAVY DUTY 'WASHER
@ 24'1 O,C. (7'1 MIN. EMBED)
LOOR SYSTEM
ERS
2 x 6 MIN. WOOD
SILL PLATE
SLOPE GRADE
A'WAY FROM
FOUNDA T ION
(5) 114
BARS
x
<t
~
'0
I
'0
8" MIN, -
2"
~ Ll
"Lt=-=
~ /!]
CONCRETE STRIP
FOO T ING
SEE SHEET SlE
CONTRACTDR OPTIDNi
(2) *14 HORIZ, BARS MAY
BE PLACED IN FOOTING IN
LIEU OF (2) LO'WEST *14
HORIZ. BARS IN 'WALL
HEAVY CLAY BACKFILL (GROUP lID
EQUIVALENT FLUID PRESSURE (y~)= 60 PCF
.
.
.,1
"
SECT ION
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
10 FT HIGH FOUNDATION WALL FOR CLAY (GROUP III) SOIL
CITY COpy
_engineers
5201 East River Road Suite 30B
Minneapolis. Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Delroit lakes. Fargo' Minneapolis. Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMATION
(to be filled out by the contractor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: State:_ Zip Code:_
Project Number: ~
Date: l:anuarv 1 2007
Sheets: 14 of 26
S-2J
@ COPYRIGHT UL TEIG ENGINEERS INC, 2007
"
JOISTS @ 24" O,C, M"AX,
SPACING BY OTHERS
112'10 x 10" LONG
ANCHOR BOLTS wI
NUT 8c HEAVY
DUTY "ASHER
(7'1 MIN, EMBED> OR
SIMPSON MAB15 OR
APPROVED EQUAL
SEE S2 FOR
SPACING
"ASHER TO BE
INST ALLED TIGHT
wI TOP OF SILL
2 x 6 MIN, "ODD
SILL PLATE
8'-0"
CLAY
(GROUP liD
(3) 801 TOENAILS
(3) 1601 TOENAILS
JOIST HANGER
(3) 801 TOENAILS
JOIST HANGER
JOIST HANGER
JOIST HANGER
JOIST HANGER
JOIST HANGER
g'-O"
NDTES
1. FILL ALL JOIST HANGERS NOTED wI MIN, (6) 1001 x 1 1/2" NAILS INTO SILL
AND NO NAILS INTO JOIST
2, JOIST HANGER TYPE TO BE BASED ON "IDTH OF I-JOIST FLANGE OR
THICKNESS OF LUMBER,
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
JOIST BEARING CONDITION
CITY COpy
_ene;neers
5201 East River Road Suite 308
Minneapolis. Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. . Detroit lakes - Fargo. Minneapolis. Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMATION
(to be filled ouf by the contractor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: Slate:_ZipCode:_
Project Number: ~
Date: .hmWHV 1 ~OO7
Sheets: 15 of 26
S-3A
@ COPYRIGHT UL TEIG ENGINEERS INC, 2007
TRUSSES @ 24" O,C, .MAX,
SPACING BY OTHERS~
2 x RIBBON BRACE
1/2" CD x 10" LONG
ANCHOR BOLTS wi
NUT Be HEAVY
DUTY 'WASHER
(7'1 MIN, EMBED> DR
SIMPSON MAB15 DR
APPROVED EQUAL
SEE S2 FOR
SPACING
2 x 6 MIN, 'WOOD
SILL PLATE
'W ASHER TO BE
INST ALLED TIGHT
wI TOP OF SILL
8'-0'
24"
16"
CTIDN TAB
SAN C C
( UP I (GRO lID
(3) TO S (3) 801 TOENAILS
( TO NAILS (3) 1601 TOENAILS
(1) S PSO A35 (1) SIMPSON A35
( 8 ENAILS (3) 801 TOENAILS
1) SIMPSON A35 (1) SIMPSON A35
1) SIMPSON A35 Be 1) SIMPSON A35 Be
(1) 1601 TOENAILS (2) 1601 TOENAILS
NAILS (D SIMPSON A35 (1) SIMPSON A35
TOENAILS (D SIMPSON A35 D SIMPSON A35 Be
(D 1601 TOENAILS
D SIMPSON A35 Be D SIMPSON A35 Be
(1) 1601 TOENAILS (2) 1601 TOENAILS
9'-0'1
10'-
NIlTES
I, SIMPSON A35 CLIPS ARE TO HAVE (6) 801 x 1 1/2" NAILS INTO EACH
LEG OF CLIP, CLIP MAY BE EITHER SIDE OF TRUSS BOTTOM CHORD,
2~ SIMPSON A35 CLIPS MAY BE SUBSTITUTED wi USP MPAl AS REQUIRED,
2007 MASTER CAST-iN-PLACE CONCRETE
FOUNDATION DRAWINGS
TRUSS BEARING CONDITION
CITY COpy
_engineerS
5201 East River Road Suite 308
Minneapolis. Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck . Delro~ Lakes. Fargo - Minneapofis . Sioux Falls
Web: www.uJteig.com
JOB SITE INFORMATION
(to be filled out by the contractor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: Slale:_ Zip Code:_
Project Number: ~
Dale: Januarv 1 2007
Sheets: 16 of 2'6
8-38
@ COPYRIGHT UL TEIG ENGINEERS INC. 2007
MANUFACTURE
BLOCKING
@ 48" D.C. ( SAND ) DR
@ 36" D.C. ( SANDY-CLAY) DR
@ 24" D.C. ( CLAY ) ST
(2) JOIST SPACES
TOE NAILS EACH
FLOOR DIAPHRAGM IS TO BE SHEATHED
~ITH ~OOD STRUCTURAL PANEL T & G
SHEATHING ~)TH AN ADEQUATE SPAN
RA JING. NAIL SHEA THING wi 8d NAILS
@ 6'1 O.C, AT ALL EDGE SUPPORTS &
12" D.C. AT ALL INTERMEDIATE
SUPPORTS. INSTALL SHEATHING
PERPENDICULAR TO FLOOR JOISTS & IN
A STAGGERED PATTERN
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
JOIST AND LUMBER BLOCKING DETAIL
CITY COpy
.eng;nee..
5201 East River Road Suite 308
Minneapolis, Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Detroit lakes - Fargo. Minneapolis. Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMATION
(to be filled oul by the conlractor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGrool
Checked By: Trevor Axner
Approved By: Craig Oswe!1
City: Slate:_ZipCode:_
Project Number: ~
Date: JRnuarv 1 2007
Sheets: 17 of 26
S-4A
@ COPYRIGHT UL TEIG ENGINEERS INC. 2007
fLOOR DIAPHRAGM IS TO BE SHEATHED
VITH VOOD STRUCTURAL PANEL T L G
SHEATHING VITH AN ADEQUATE SPAN
RA TlNG. NAIL SHEA THING wI ad NAILS
@ 6" O.C. AT ALL EDGE SUPPORTS L
12" O.C. AT ALL INTERMEDlA TE
SUPPORTS. INSTALL SHEATHING
PERPENDICULAR TO fLOOR JOISTS L IN
A STAGGERED PATTERN
(16) lOd NAILS
INTO BLOCKING
C RD Of RIM
MIN. (6) lOd
Of BLOCKING
SEE SHEET S-2 fOR VALL
REINfORCEMENT REBAR NOT
SHOVN
SLOPE GRADE
AVAY fROM
fOUNDA T lDN
',', ' 11111 III liD
.'-111-
~L SECTION
PARA~LEL T~ FRAMIN~
TRUSSES
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
TRUSS BLOCKING DETAIL
CITY COpy
_engineer.
5201 East Aiver Aoad Suite 308
Minneapolis, Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarclc - Detro" lakes - Fargo - Minneapolis - Sioux Fans
Web: www.ulteig.com
JOB SITE INFOAMA TION
(to be tilled out by the contractor)
Revision Date oeserl tion
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: Slale:_ Zip Code:_
Project Number: ~ S 4 B
Date: Januarv 1 2007 -
Sheets; 1 B of 26
@ '~OPYRIGHT ULTEIG ENGINEERS INC. 2007
NIlTrs
t. SEE Sl FOR FURTHER NOTES 8.
CONS TRUC T ION GUlDEL~INES.
112'1 ~ X 10'1 LONG
ANCHOR BOLTS
(7" MIN. EMBED>
SIMPSON MA
ANCHOR 0
EQUAL @
4
ZONTAL BAR
OP OF 'WALL
x
<[
x
6" MIN.
FLOOR SLAB
o
I
~
NTERED
E ARE TO
DRILLED IN
OUTED TO
'vi ALL
20" "'IDE x 8" THICK STRIP
FOOTING (MIN.>
PROVIDE CODE REQUIRED
FROST PROTECTION TO
BOTTOM OF FOOTING
SECTION
LOOKOUT "'ALL
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
LOOKOUT/GARDEN WALL DETAIL
CITY COpy
5201 East River Road Suite 308
Minneapolis, Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck - Detroit lakes. Fargo. Minneapolis. Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMATION
(to be filled oul by Ihe conlractor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City:
Project Number: ~
Dale: .Januarv 1 2007
State:_ZipCode:_ Sheets: 19 of 26
S-5A
@ COPYRIGHT UL TEIG ENGINEERS INC. 2007
NDTE$;
1. DO'JELS OR OTHER FOOTING TO 'JALL
CONNECTIONS ARE NOT REQUIRED IF
BACKFILL IS PLACED EQUALLY ON BOTH
SIDES IN ALTERNATING LIFTS NOT
EXCEEDING 24" IN HEIGHT,
2, SEE Sl FOR FURTHER NOTES Be
CONSTRUCTION GUIDELINES.
1/2"0 X 10" LONG
ANCHOR BOLlS
(7" MIN. EMBED> OR
SIMPSON MAB15
ANCHOR OR APPRO
EQUAL @ C,
VII ,W. I LSLAB ON
GRADE
(1) '*4
HORIZONT AL BAR
AT TOP OF 'JALL
6" MIN. 'r
M
INSULA T ION BY
OTHERS OPTIONAL
AT GARAGE FROST
'J ALLS
z
.....
~
CONCRETE STRIP FOOT ING
SEE SHEET SlE
PROVIDE CODE REQUIRED FROST
PROTECTION TO BOTTOM OF
FOOTING
'vi ALL SECT ION
'JALKOUT 'JALL
2007 MASTER CAST-iN-PLACE CONCRETE
FOUNDATION DRAWINGS
RESIDENTIAL FROST WALL DETAIL
CITY COpy
.eng;neers
5201 East River Road Suite 308
Minneapolis. Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Detroit lakes - Fargo. Minneapolis - Sioux Fans
Web: www.ulteig.com
JOB SITE INFORMATION
(10 be filled DOli by the contraclor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Mcner
Approved By: Craig Oswell
City: Slale:_ Zip Code:_
Project Number: ~ S 5 B
Dale: .Januarv 1 2007 -
Sheets: 20 of 26
@ COPYRIGHT ULTEIG ENGINEERS INC. 2007
NDTE~i
1. SEE Sl FOR FURTHER NOTES Be
CONSTRUCTION GUIDELlNES,
2. THE BOTTOM OF FOOTING MAY BE LO'WER
THAN SHO\lN.
SLOP
A\lAY
FOUNDA T ION
114 x 2' _0" DO\lELS @
72" O,C, (5" MIN, EMBE
. DR
~
: 3'-0"
}I
(\J
L
.4.1--- --
"11=1-1
1-111-'
1>: 114 x 5'-0" HOOKS
: @ 48" O,C,
I
I
I
ALTERNATE
FRAMING BY OTHERS
1/2"(1) x 10" LON
ANCHOR BOLT
(7" MIN, E D)
SIMPSON
ANCHOR
EQUAL
rSLAB
2 4 . \10 D
SI L PLA E
TIONAL ' SLAB LEDGE
114 x 4'-0" HOOKS :
@ 24" O,C. crl3' -0"
DRILLED IN AND ~
EPOXY GROUTED SOLID
(SEE ABOVE DETAIL FOR
AL TERNATIVE CONNECTION)
114 HORIZ, BARS @ 36" O,C.
AT CONTRACTOR'S OPTION
PROVIDE RIGID INSULATION
ON INSIDE FACE BY OTHERS
8" THICK MIN,
20" \lIDE x 8" THICK
STRIP FOOTING (MIN,)
PROV IDE CODE
REQUIRED FROST
PROTECTION TO BOTTOM
OF FOOT ING
'viALL SECTION
\lALL AT GARAGE \11TH LO\l GRADE
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
REAR GARAGE WALL DETAIL
CITY COpy
_engineerS
5201 East River Road Suite 308
Minneapolis, Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Detroit lakes. Fargo. Minneapolis - Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMATION
(to be filled out by the contractor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: State:_ Zip Code:_
Project Number: ~
Date: Januarv 1 2007
Sheets: 21 of 26
S-5C
@ COPYRIGHT UL TEIG ENGINEERS INC, 2007
NOTESi
1. DOVELS OR OTHER FOOTING TO VALL
CONNECT lDNS ARE NOl REQUIRED IF
BACKFILL IS PLACED EQUALLY ON BOTH
SIDES IN AL TERNA TING LIFTS NOT
EXCEEDING 24" IN HEIGHT.
2. SEE Sl FOR FURTHER NOTES 8c
CONSTRUCTION GUIDELINES.
roo ~~'1 C)
l"SP,!-'
112'.0 X 10.1 LONG ANCHOR
BOL TS (7" MIN. EMBED> OR
SIMPSON MAB15 ANCHO
APPROVED EQUAL
O.C.
;:j !-.;~ 1 j
.:,,> ;......l
_.j
("J<.
LL '.
;..!... Lj
(-,,'-
20'1 VIDE X 8" THICK CONCRETE
STRIP FOOTING (MIN.)
F."h~L:J\/.I :DE:: rO'i:;; Vi 1 f\j ~ !"
(\!',J LJ (\ T j \i T E F>
ICJi\
,
,
WALI....~ s-rr"p DO~N
k: C: G t..J I F~ E:: IJ F) r::: r~ ~"... (
'"
,......,.... ....... ..,...,......,.,
- \ ~"., $ '-..: !.;
r:" c'; C"l
; ;'".J
T j';:':):, , Tj ]\;
W'ALL SECTION
RESIDENTIAL MUL TI-FAMIL Y COMMON VALL
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
TOWNHOUSE COMMON WALL DETAIL
CITY COpy
_enl;neer.
5201 East River Road Sune 308
Minneapolis, Minnesota 55421
Phone: 763,571.2500 Fax: 763,571,1168
Bismarck - Oetro~ Lakes - Fargo. Minneapolis. Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMATION
(to be filled out by the contractor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: State:_ Zip Code:_
Project Number: ~ S 5 D
Date: Januarll 1 2007 - -
Sheets: 22 of 26
@ COPYRIGHT UL TE 3 ENGINEERS INC. 2007
NDTE$i
1. PROVIDE BEAM DE~TH TD GIVE CODE
REQUIRED FROST PROTECTION BELOW FINAL
GRADE OR PROVIDE 4" THICK x BEAM
WIDTH POLYSTYRENE INSULATION UNDER
THE GRADE BEAM.
2. GRADE BEAM REINFORCING MAY BE BUNDLED
UP TO 3 BARS TO A BUNDLE.
3, GRADE BEAM IS TO BE A MINIMUM OF 6.1
NOMINAL THICKNESS.
4. EXTEND REINFORCING BARS A MINIMUM OF
12~ BEYOND EACH END OF THE GRADE
BEAM.
5, OPTIONAL CONTROL JOINT AT END OF
GRADE BEAM.
6. THE DISTANCE BETWEEN FOOTING
MUST BE GREATER THAN 2x T
OF THE MAXIMUM STEP.
7. SEE Sl FOR FURTHER NOT
CONSTRUCT ION GUIDELINES.
GRADE BEAM CAPACITYi
GRADE BEAM CAN SUPPORT A UNIFORM
SERVICE LOAD OF 5000 PLF OR A
POINT LOAD OF 10000 POUNDS AT ANY
LOCA T ION ALONG THE GRADE BEAM.
FOOTING MAY
EXTEND AS
REQUIRED
L
;i
-
~
N
(\')
CONCRETE FOOTING
U:~C MPACTED ~
) IRGIN MATERIAL
S ABLE BANK
Z
0-4
~
v
(\J
COMPACTED FILL
DR VIRGIN
MA TERIAL
6'-0" MAX. SPAN
00
~RADE BEAM STEP FDOTlNG
~
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
JUMP STEP FOOTING DETAIL
CITY COpy
_engineerS
5201 East River Road Suite 308
Minneapolis, Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck. Detroillakes - Fargo. Minneapolis. Sioux Falls
Web: www.ulteig.com
JOB SITE INFORMA nON
(to be filled out by the contractor)
Revision Date Description
OWner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: Slale:_ZipCode:_
Project Number: ~ S 6A
Date: Ja""arv 1 2007 -
Sheets: 23 of 26
@ COPYRIGHT UL TEIG ENGINEERS INC. 2007
NDTESi
I. SEE S1 FDR FURTH.ER NOTES Be
CONSTRUCT ION GUIDELINES.
FOUNDATHlN "'ALL REINFORCING TO BE
AS DETAILED IN SECTIDNS
EXTEND BARS 24"
INTO HIGH WALL
COMPACTED
r ILL DR
VIRGIN
MA TERIAL
x
(1)<[
W~
-
Q!
<[0
> I
~
2S
CONTINUOUS STEP FOOTING
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
CONTINUOUS STEP FOOTING DETAIL
CITY COpy
_engineers
5201 East River Road Suite 308
Minneapolis, Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck.. Detroillak.es . Fargo . Minneapo~s - Sklux Falls
Web: www.ulteig.com
JOB SITE INFORMA nON
(to be filled out by the contractor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked BV: Trevor Axner
Approved By: Craig Oswell
City: State:_ZipCode:_
Project Number: ~
Date: .Januarv 1 2007
Sheets: 24 of 2fi
8-68
@ COPYRIGHT ULTEIG ENGINEERS INC. 2007
NDTES;
1. MINIMUM "'INDO'" "'ELL SIZE TO BE 36" x
36" INSIDE. MAXIMUM "'INDO'" "'ELL SIZE
TO BE 40" x 72" INSIDE.
2. PERPENDICULAR "'ALLS TO HAVE LAPPED
HOOK BARS AROUND CORNERS AND INTO
BASEMENT "'ALL.
3. JAMB EACH SIDE OF OPENING TO HAVE
ADDITIONAL (2) VERTICAL 1t4 BARS
MINIMUM FULL HEIGHT.
4. SEE S1 FOR FURTHER NOTES 8c
CONSTRUCTION GUIDELINES.
5, LADDER DR ALTERNATIVE MEANS OF
ESCAPE TO BE IN ACCORDANCE "'ITH THE
CODE.
6. LINTEL OVER OPENING MAY BE "'ODD 0
STEEL BY OTHERS.
7. VERIFY GIRDER TRUSS DR BEAM D
ALIGN OVER CONCRETE LINTEL
"'INDO'" "'ELL
SLOPE GRADE
A'" A Y FROM
FOUNDA T ION
It 4 VERTS. @
48" D.C. TYP.
GRANULAR
MATERIAL
l:J
Z
.....
- z
oW
10-
MC
:Z
.....
x
<[
~
o
I
o
-
.~
8" MIN.
CONC. "'ALL
FLOOR SLAB
N. ~x
1 ~ 1 <[
M~ M~
<l
CONCRETE STRIP FOOTING
SEE SHEET SIE PROVIDE
CODE REQUIRED FROST
PROTECTION TO BOTTOM
OF FOOTING
12.1 "'IDE x 8" THICK
STRIP FOOTING (MIN.)
\,./ ALL SEe T ION
@ "'INDO'" "'ELL
2007 MASTER CAST-IN-PLACE CONCRETE
FOUNDATION DRAWINGS
WINDOW WELL DETAIL
CITY COpy
_engineerS
5201 East River Road Suite 308
Minneapolis, Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck - Detroit lakes - Fargo. Minneapolis. SiOlJ)( Fans
Web: www.ulteig.com
JOB SITE INFORMATION
(10 be filled oul by lhe contractor)
Revision Date Description
Owner:
Street Address:
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
City: State:_ZipCode:_
Project Number: ~
Date: JanuRrv 1 2007
Sheets: 25 of 2fi
8-7
@ COPYRIGHT UL TEIG ENGINEERS INC. 2007
NDTrSi
1. ALL BRICK/STONE VENEER AND SLABS ON GRADE SUPPORTED BY WALL LEDGE ARE
BY OTHERS, .
2, STANDARD VENEER MAY OVERHANG LEDGE UP TO t",
BRICK/SHlNE
DR SLAB ON
GRADE
FRAME 'vi ALL
BY OTHERS
'vIOOD FLOOR
SYSTEM BY
OTHERS
SLOPE GRADE
A'vIAY FROM
rOUNDA T ION 8"
MIN
-111-=111-
," " I I
-111-'
10" MIN, 'viALL
SEE S2 rOR
MORE INFORMATION
(8" MIN, @ 2'1
LEDGE>
16" HIGH
MAX. )( 6"
'vi IDE MIN,
STEM'vI
BRICK/STONE ~ ~
DR SLAB ON ~
GRADE
SLOPE GRADE
A'vIAY FROM
FWNDA TION \
1
M ,
10" MIN, 'viALL
SEE S2 FOR
MORE INFORMA T IO
(8" MIN, @ 2"
LEDGE)
IF 'viALL IS
UNREINFORCED
PROVIDE · 4
DO'vlELS FULL
HEIGHT @ 36'1
O,C, (MIN, 24"
EMBED INHl
LO'vlER 'vi ALL>
DET AIL
SIM. @ NON-BEARING
2007 MASTER CAST-iN-PLACE CONCRETE
FOUNDATION DRAWINGS
BRICK LEDGE DETAIL
_engineerS
5201 East River Road Suite 308
Minneapolis. Minnesota 55421
Phone: 763.571.2500 Fax: 763.571.1168
Bismarck - Detroit lakes - Fargo. Minneapolis. Sioux Falls
Web: www.ulteig.com
Drawn By: Troy DeGroot
Checked By: Trevor Axner
Approved By: Craig Oswell
@ COPYRIGHT UL TEIG ENGINEERS II' ~, 2007
BRICK/SHlNE
DR SLAB ON
GRADE
SLOPE GRAD
A'vIAY FR
FOUND
FRAME 'vi ALL
BY OTHERS
" .
.
16" HIGH
MAX. 4'1
MIN,
T 'viALL
FRAME 'viALL
BY OTHERS
LOPE GRADE
A'vIAY FROM
FOUNDA T ION
10" MIN, 'viALL
SEE S5 FOR
MORE INFORMATION
(8" MIN. @ 2'1
LEDGE>
· 4 DO'vlELS @
36" O,C, (MIN,
24" EMBED
INHl LO\lER
\I ALL>
DET AIL
SIM, @ LOOKOUT
CITY COpy
JOB SITE INFORMATION
(to be filled out by the contractor)
Revision Date Description
Owner:
Street Address:
City: Slale:_ZipCode:_
Project Number: ~
Date: Januarv 1 2007
Sheets: 26 of 26
8-8