2015-01934jc�Es ed in 2915 MWC 193 t -31
.. ON John & Virginia Steinmetz Job# 6401
SUSSEL(J'ARRAGE5 .6340 Monroe Street NE
Homes a Additions ® Garages a Exteriors H: 763 , 55432
1 He 753�571-2075 Ce 70375®733
654 Transfer Road, Suite 16
Saint Paul, MN 55114 20 x 22 Det. AB WO/Conc.
Dennis Jarnot 7/17/2016 640
�Cro Street
❑ By Sussel ley
=ting
er Approx..0,
l i
2 - Starting Points Only
S.P.L `� s a•
RP.L
Other _
❑ Square With 8 ��d C tslee
t�
Ile
❑ Concrete Block: �J! �}?.•
❑ By Sussel ❑ By Owner
Block Size( o s
❑121,
❑ 8
❑Damp Proofin � NE ROW BLOCK
El By Sussel ❑ By Owner (4) s1pa
❑ Backfill: 6 • �- }
❑ By Sussel ❑ By Owner
OVERHEAD DOOR M.O. 1614.5" t
(landscaping, Finish Grade, .DOOR M.O. 1
and Black Dirt By Owner. "z Y {
Wall Height
f �I lbs
❑ Including block v '�
❑ On top of block .9D•�� .. ,,, .TT - - �� -�
❑ Other .2+\1
Yes n -No ❑
❑ Detached ❑ Attachedi
Size: — 2-0 Xy , '_c _ Ql a
Existing Garage will be:
"weft as is
❑ Removed: o
❑ By Sussel ❑ By Owner Q,� �
Items Must Be Removed By Own m ° P i
KOO
Stakes Visible Cres ❑No
t:0
Survey Available ❑Yes []No
Nates ' �t �j� 1 (C* "
®.tuck
A�VC
EWED FOR
O P 1 CElid
Q
LDate
LSI
- --
Access: 11 Good ❑ Fair ❑ Poor Purchaser's Initials: 04A
THESE DETAILS REMAIN THE EXCLUSIVE CONFIDENTIAL
PROPERTY OF SUSSEL BUILDERS, AND MAY BE USED BY OTHERS
ONLY FOR THE PURPOSE SPECIFICALLY AUTHORIZED BY SUSSEL.
ANY UNAUTHORIZED COPYING OR REPRODUCTIONS OF ANY
PORTION IS FORBIDDEN.
John & Virginia Steinmetz
6340 Monr®e Street IE
Fridley, AIN 55432
ROOF STYLE.-
GAB
TYLE:
GA7FZ
HIP GAM
ROOF HEIGHT
TO MID-POItS
® ! r<
12 #2201 SO S15#FELT
16W OSS ROOF
MANUFACTURED WOOD TRUSS'S 24' O.C.
TOE NAILED WITH (3)16D BOX NAILS
92 & BTR. TOP PLATES
TRUSS TO WALL
CONNECTOR
REQUIRED 10MBS
OF UPLIFT OR MORE
IU
.J
�r
1x4 PINE SOFFIT NAILER IF RE0�'D{,1XS PINE SUBFASCIA
SOFFIT AND FASCIA TYPE:_ 411,1/Y l *Ld ,rYll
EAVEOVERHAP G:�
RAKE OVERHAN
OND HEAD IZE /J", lar 2 `"� X ® +�
OHD BRACING MEETS 20121R
BRAC NG AND ASTM TEST STANDARD
9330 IN EXPOSURE B CONDITIONS
i---- SIDING TYPE:
_,,-- WEATHER BARRIER AS REQUIRED BY SIDING MANUFACTURER
7118" OSB WALL SHEATHING
618' GYP. SHEATHING ON BOTH SIDES OF WALLS CLOSER
THAN 5' TO PROPERTY LINE
2X4 OR 2X6 STUDS 16" O.C.
2X8 TREATED SILL PLATE
1/r ANCHOR BOLTS S O.C. AND 12' FROM SPLICES
AND ENDS—COREFILL AT THESE LOCATIONS"
MIN. (r CONCRETE BLOCK
-12' NO.4 REBAR PINS AT ANCHOR BOLT LOCATIONS
MIN. 5000 PSI CONCRETE
Ur x Ur MIN. CONCRETE PERIMETER FOOTING EXTENDING
DOWN TO UNDISTURBED SOIL, A MIN. 2' BELOW FINISHED
GRADE. AND A MIN. OF 10" IN HEIGHT WITH (2) NO.4
GRADE 60 REBAR Cr CONCRETE COVERAGE)
THESE ALTERNATE FOUNDATION DETAILS
HAVER ED AND APPROVED
��, oo®®s000000A �Y �
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*P90FES510NA,0.
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% 9738 6e
UDATION A=DS LE LOADING AS
DESIGNED IN THIS TEMPLATE
UNIFORM SOIL. CLASSIFICATION
FIRST LETTER DEFINITION SECOND LETTER DEFINITION
G -GRAVEL P - POORLY GRADED (UNr'ORMPARM ES2M
S -SAND W -WELL GRADED PVI2RSREDPAfMCL9S0M
M -SILT H - HIGH PLASTICITY
C -CLAY L - LOW PLASTICITY
0 - ORGANIC
SOIL CLASSIFICATION AND
�-OW� FOO G DESIGN LOAD
BEARING CAPACITY
FOOTING WIDTH
90' 12' 18"
CL, ML, MH, & CH1600 PSF
SW, SP, SM, SC, GM. & GC 2000 PSF
1249 PLF 1500 PLF 1999 PLF
GW & GP 3000 PSF
1666 PLF 2000 PLF 2668 PLF
2499 PLF 3000 PLF 3999 PLF
ESTIMATED FOUNDATION LOADING
ROOF LOADING: 62q
WALL LOADING: 80 PLF
FOOTING WGT. (16" WIDTH): 163 PLF
TOTAL LOAD:
2016 Reference Guide for Material Fastener Schedules
(Internattonal Residential Code®, Gypsum ASsoCiaUOn. SUssel Builders.)
Wag and Roof Sheathing Standard Fastener Requirements:
A.Wag sheeting 711W thictmess 1W Ole 2X4 framing. R602.3(2) pRC)
1.15 gauge staple 1 V4' fastener, 4' on edges and 8' In the field.
(Plleaanote code requires fasteners to be coated for wail sheathing being fastened to treated
MateB. Roof Sheathing 15132' thiclmess 24'01c, trusses. R802.3(2) pRC)
1.15 gauge staple 13/4 fastener, 4' on edges and Win the field.
Fire Wags (1 Hour Rated) with 51W type X gypsum wan sheathing:
A Exterior coverage on bearing wan.
1. Drywall screw 1 518' type S or W fastener, 4' on edges and 7' in the fteld. RWZ3(2)
(IRCu GA -253-12e (Gypsum Association)
POSITWE GRADE AWAY FROM THE B ILDING 2 ---fing nail 1 W fastener, 4' on the edges and 7' In the field. R602.3(2)
i I i g, p pRC)/GA 253-12e (Gypsum Association)
ll� B. Interior coverage on non bearing wan and or bearing wag.
i I I 1. Dryuvan screw 1518' type S or, W fastener, 7° On edges and T in the Reid R6023(2) pRC)
—ANCHOR BOLTS WITH A MIN 7' EMBEDMENT INTO THE PERIMETER (Please note codeMgUlres fasteners strap be driven SO that the fastener heads are at or slIghtiy
below the surface.)
FOOTING ARE REQUIRED AT PORTAL WALL FRAME LOCATIONS"
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DRAWN BY,
DA'PE
3-18-2015
THESE DETAILS REMAIN THE EXCLUSIVE CONFIDENT1AL
PROPERTY OF SUSSEL BUILDERS, AND MAY BE USED BY OTHERS
ONLY FOR THE PURPOSE SPECIFICALLY AUTHORIZED BY SUSSEL.
ANY UNAUTHORIZED COPYING OR REPRODUCTIONS OF ANY
PORTION IS FORBIDDEN.
-----------------
I John & Virginia Steinmetz
1 6340 Monroe Street NE
I Fridley, lei 55432
ROOF BEARING OR ROOF AND FLOOR BEA
ROOF BEARING OR ROOF AND FOLLOW 2015 "MNSBC NARR&V WAL'.
FLOOR BEARING REQUIREMENTS FOR PONY WALLS
• • • — II II 11
MqV HEADER 3" X 11 Yy STAGGERED SPLICES IN
;ER
ARING OVER INTERMEDIATE
k==='t
2'-18' FINISHEG. 8602.10.6.4
t– FASTEN TO HEADER WITH 2
o RO " O.C.
a OOOLB. HEADER TSTRAP OPPOSITESIDE OF SHEASHOWN 8602.10.6.4
MIN (2) 2X4 OR 2X6
FASTEN SHEATHING TO HEADER WITH 8D
COMMON NAILS IN A 3" GRID PATTERN AS
SHOWN AND 3" Q.C. IN ALL FRAMING (STUDS
pD.
0 1/2" DIA. R
6:1 HEIGHT 8403.1.6
EXAMPLE: 16" MIN WIDTH 7" EMBEDMENT
FOR 8' WALL HEIGHT INT PERIMETER FTG.
TABLE 8602.10.5 CS -PF WI X2" X 3116" PLATE
® WASHER
FN TO FROST LINE OR
FLOATING CONCRETE SLAB I II
d" • r
NARROW WALL DETAIL
CONI INUOUSLY SHEATHED PORTAL FRA LSCS -PF
(TAB. 880210.4}
FILLER
IF NEEDED
16D SINKERS NAILS
IN 2 ROWS 16" O.C.
1000 LB. HEADER
STRAP ON NARROW
WALL SIDE OF
7/16" OSB
SHEATHING
THESE NARROW DETAILS HAVE BEEN
REVIEWED AND APPROVED FOR
COMPLIANCE VM THE 2016 MNSBC BY:
BRACED WALL LENGTH PER CHAPTER 6
OF THE 2095 MNSBC
WALLLENGTH
�•
WALL HEIGHT
s
EAVE TO RIDGE HEIGHT
`,
WIND EXPOSURE
B
REQUIRED BRACED WALL LENGTH 3 ,S' °
WIND ADJUSTMENT FACTORS FACTOR
STMENT
EXPOSURE CATEGORY B 1,p
X
ROOF EAVE-TO-RIDGE HEIGHT
!33.
WALL HEIGHT ADJUSTMENT:F
e
TOTAL WIND ADJUSTED BRACED
WALL LENGTH REQUIRED
BRACED WALLS LESS THAN 48" IN WIDTH SHALL BE
CONSTRUCTED PER THE CS -PF METHOD —
THE TOTAL BRACED WALL LENGTH IS THE SUM OF
THE QUALIFYING CS -PF PORTAL WALL WIDTH AND
CONTRIBUTING OPPOSITE SIDES OF OPENINGS
L ALL PORTA 1. NTH QUALIFYING BRACED WALL.
WALL PANEL
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DRAWN BY:
DAT&
5-30-2015
Job Name: SUSSEL / 20-0-0 DRAWING
BRG
1
-LC REACT SIZE REg+D
0-:72-'12 1392 5.50" z.29•�
Truss ID:
TC
BC 2x4 HR 1650E -1,5E
2x4
TRUSS09 //�� q
tsj 1
Designed per ANSI/TPI 1-2007
z
is- g- q 1392 5.50•• 2.2911
By 1650&-1.5E
'B 2x3 SPF
On
Fabrication Tolerance =
TC
FORCE AXL sxm csi
STUD -CAN
blas are per NDS.
Lumber shear factor)
ICcr (creep faotor) = 1.50
designed for an2Roperp value of the
lesser of the truss chord lumber
1-2
2-3
-2743 0.05 0.33 0.40
-1830 0,02
TRIS DESIGN IS THE COMPOSITE RESULT
value or
425 for all hearings.
3-4
4-5
0,36 0,38
-1830 0.02 0.36 0.38
OF
MULTIPLE LOAD CASES.
Loaded for 10 PSF non -concurrent
Refer to Joint OC Detail Sheet for
MaximumRotata.onal Tolerance
-2743 0.05 0.35 0.40
BCLL,
ASC27-10 SNOW LOAD DESIGN CRITERIA,
used
IRC/� trues plate values are based on
Be
6-7
FORCE A38 atm csi
Pg = 50 psf, Ce = 1.0, I - 1.0, Ct - 1.10
20 psf bottom chord live load
testing
AN3I%TPIaarprd are sa required by IBC 1703
reported in
7-B
2541 0.38 0.28 0,65
2541 0.38 0,28 0.65
NOT re
on this truss, der IBC/IRC requirementsfor
available
documents as ER -1607 and ESR -1118.
attics with limited storage,
WEB
2-7
FORCE Cal WEB FORCE CSI
-1036 0,79 4-7 -1036 0.79
3-7
685 0.41
.Tohn & Virginia Steinmetz
6340 Monroe Street NE
Fridley, MN 55432
4-6-16 5-6-1
6.6 1 10 0 0 14-6-16
20-0-0
1 2 3
�4 6
40_ -4.00
6X6
Ljrw :
UPLIFT REACTIONS) ;
Support Main Wind Non -Wind
-127 lb
2 -127 lb
This truss is designed using the
ASCE7-10 Wind Specification
Bldg Enclosed - Yes,
Truss Location = Not End Zone
Exp Category = B
Bldg Length 99.99 ft, Bldg Width = 50.00 ft
Mean roof height - 21.83 ft, mph=115
Occupancy Categoxy II, Dead Load - 10.2 psf
Designed as Main Wind Force Resisting system
- Low-rise and Components and Cladding
Tributary Area - 40 sgft
Ot
W:608 B2
R:1392 W:608
U:-127 R:1392
2-0-0 U:-127
20-0.0 2-0-0- I
B 7
10-0-0 8
---1 10-0-0 �
10-0-0 20-0-0
All connector plates are Truswal 20 ga. unless preceded by 'W' for Wave 20 ga., "HS" for HS 20 ga., "S" for SS 18 ga. from Alpine; or preceded
by "MX" for TWMX 20 ga. or "H" for 16 ga. from Truswal, positioned per Joint Detail Reports available from Truswal software, unless noted.
WARNING Read all notes on this sheet and give a Copy of it to the Erecting Contractor.
i n �j This design is for an Individual building component not truss system. It has been based on sPeWOca6ons Provided by the component manufacturer
PA design
dards. NO
e ' Y' a0mted-
to be erRled by the copoenand done In accordance with the t mnufacturer and/or buiildint versions Of TPI and inng designer pryrto robdcati n oThe b ilding deg geris assumed or dimensional accuracy. must ascertain thatthe toadsensiona
ilized on this design meet or exceed the loading Imposed by the local building code and tore particular application. The design assumes that the top chord
laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing metedal mreauy attached, unia t etherwiae
Bracing shown Is for lateral support of components members only to reduce buckling [angth. This component shall not be placed In any
enVironmem that will cause the moisture canton, of the wood to exceed 19%and/or cause connector plate corto oneslorL Fabricate, handle, Install
2926 Lone Oak Circle, St Paul, MN 66121 and brats this truss In accordance with the following Standards -Joint and Cutting Detail Reports• available as output from Truswal software,
PH; 661.464.3610 FAX; 651-454-4765 •ANSM) V, WTCA T - Wood Truss council of Amadoa Standard Design Responsibilities, •BURDINB COMPONENT SAFETY INFORMATIoM-
(86Sn and •BCSI SUMMARY SHEETS• by WTCA and TPI, The Truss Plate Institute {TPO is Located at 218 N. Les Street Suite 312,
Alexandria,VA 22314. The American Forest and PaperAssaatation (AFPA) Is located at 1111 19th street, NW, Ste 880, Washington, Do 20038.
MAX DEFLECTION (span)
L/999 MEM 3-4 (LIVE) LC 40
I= -0.211' D= -0.08" T= -0..
Q� Joint Locations
1 0- 0- 0 5 20- 0- 0
2 5- 5- 1 6 0- 0- 0
3 10- 0- 0 7 10- 0- 0
4 14- 6-15 8 20- 0- 0
Wght:
83
Chk:
Dsgnr.
TC Live
36.00 psf
TO Dead
7.00 psf
BC Live
0.00 psf
BC Dead
10.00 psf
TOTAL
62.00 psf
Scale: 3116" =1'
WORK ORDER: Q268429
CUST:DAKOTA COUNTY
DUE DATE: 07/22/2016
DurFacs L=1.18 P=1.16
Deft Ratio: 240
O.C.Spacing 2-0-0
Design Spec IRC -2012
Satin T6.5.20 - 66261