Correspondence - 2478 Black Lake Road - 6/5/2025 (8)1 F j Q T E JOB SUMMARY REPORT
��// ■ SPRING PARK.4te
Ol.. UPPINt
Member Name
Results
Current Solutlon
Comments
16- GARAGE DOOR
Passed
3 Plece(s) 13/4" x 117/8" 2.0E Microllam® LVL
7-11 OFFICE WINDOW
Passed
2 Piece(s) 13/4" x 9 1/2" 2.0E Microllam® LVL
5-11 MASTER WINDOW
Passed
2 Piece(s) 13/4" x 9 1/2" 2.0E Micaollam® LVL
MASTER CONT HEADER
Passed
2 Piece(s) 1 3/4" x 117/8" 2.0E MlcrollamO LVL
B-0 GREAT RM DOOR
Passed
2 Piece(s)13/4" x 91/2" 2.0E Microliam® LVL
GREAT RM CONT HEADER
Passed
Z Pieo:(s) i 3/4" x 117/8" 2.0E Mlanllam® LVL
02:BASEMENT _
Member Name 1 Results Current Solutfon Comments
8-0 FAMILY DOOR
Passed
2 Piece(s) 1 3/4" x 9 1/2" 2.0E Mic ollam® LVL
DROP BEAM
Passed
3 Piece(s) 1 3/4" x 117/8" 2.0E Microllam® LVL
Porte SottN°are 7aerator '—
J.ckh TromWey
'A'.-=!:; s Forest Products
•651) - )3-274
" ^kie.trombley( -ieekrst.)rest.cot.i
Jn4 Notes --
1 S R.-'gGoN LUY3ER- N'—CE NSA J
SPR::JG PARK RESIDENCE
2478 BLAC:' LAKE ROhD
S -RING PARK, MN
5/21/2019 11:03:07 AM
Forte v5A, Design Engina: V7.1.1.3
SPRING PARK.4te
Page 1 of 9
i F O R T E MEMBER REPORT UPPER, 16- GARAGE DOOR
3 piece(s) 13/4" x 11 7/8" 2.0E Microllam® LVL
PASSED
avwm Lergfr it T
All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual
-- n Relsulh8
Advil 0 Locebon
Allowed
RO-A t
LDF
Load: Combmaeon (Patbem)
Member Reaction (lbs)
2522 @ 1 1/2'
11419 (3.00")
Passed (22%)
—
1.0 D + 1.0 S (All Spans)
Shear (lbs)
2145 @ 1' 2 7/8"
13622
Passed (16%)
1.15
1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)
10144 @ 8' 3 1/2"
30788
Passed (33%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.145 0 8' 3 1/2"
0.544
Passed (L/999+)
--
1.0 D + 1.0 S (All Spans)
Total Load DPI. (in)
0.351 @ 8' 3 1/2"
0.817
Passed (L/558)
—
1.0 D + 1.0 S (All Spans)
• Deflection criteria: LL (L/360) and TL (U240).
• Top Edge Bracing (W): Top compression edge must be braced at 16' 7" o/c unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16 7" o/c unless detailed otherwise.
supports
Lauder to Supp" (Ibs)
- —
AOcensaeler
Tall
A%WMW
Regmped
Dead
Srrow
Total
1- Trimmer - SPF
3.00'
3.00'
1.50"
1477
1045
_
2522
None
2 - Trimmer - SPF
3.00'
3.00"
1.50"
1477
1045
2522
None
tAads
Locabon (Side)
7kibutay
vindth
- Dead
(0.90)
Snow
(1.15)
tanmh `
0-Self Weight (PLF)
0 to 16' 7'
N/A
18.2
1 - Uniform (PSF)
0 to 16' 7'
3'
20.0
42.0
ROOF
2 - Uniform (PLF)
0 to 16' 7'
N/A
100.0
GABLE
Weyerhaeuser Notes
haeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
haeuser expressly disclaims any other warranties related to the software. Ilse of this software Is not intended to circumvent the need for a design
sional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation Is
itlble with the overall project. Accessories (Rim Board, Blocking Panels and Squash Bloch) are not designed by this software. Products manufactured at
haeuser faci6tes are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
technical reports FSR-1153 and ESR-1387 and/or tW a in accordance with applicable NSTM staindards. For current code evaluation reports,
haeuser product literature and installation details refer to www.weyerhaeuser.com/woo0products/documert-library.
product application, Input design loads, dimensions and support information have been provided by AUTUMN RIDGE HOMES
Fcrte $v4h%jrt Or,nato
Jackie Trom5ley
I WceN: ForeatPrcdu.'_
(651)39: 2748
I jc:6 a. trombleyQK•-:.?kr .•or ,st.com
Job Notes
SIMONSON LUf 9BEF - HUTCHINFON
SPRING PART: RESIDENCE
247a BLACK LAKE ROAD
SPRit49 PARK, MN
System: Wall
Member Type: Header
Building Use: Residential
Building Code: IBC 2015
Design Methodology: ASO
q5USTAINALLL 1`00195TRt INITIATWE
Ef21!2019 11:03:07 AM
Forte v5A, Design Engine: V7.1.1.3
SPRING PARK.4te
Page 2 of 9
O F O R T E MEMBER REPORT UPPER, 7-11 OFFICE WINDOW
2 piece(s) 13/4" x 9 1/2" 2.0E Microllam® LVL
PASSED
Olt WA Lana- V r
rip
Q
All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizorrtal.;Drawing is Conceptual
Deli n Results
Ac u d o location
Allowed
Resu t
LDF
Loud! Combination (Pattem)
Member Ramon (lbs)
4476 @ 1 1/2"
7613 (3.00")
Passed (59%)
--
1.0 D + 1.0 S (All Spans)
Shear (lbs)
3368 @ 1' 1/2"
7265
Passed (46%)
1.15
1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)
8868 @ 4' 2 1/2"
13541
Passed (65%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.164 @ 4' 21/2"
0.272
Passed (L/599)
—
1.0 D + 1.0 S (All Spans)
Total Load Dell. (in)
0.244 @ 4' 2 1/2"
1 0.408
Passed (U402)
—
1.0 D + 1.0 S (All Spans)
Deflection criteria: LL (L/360) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 8' 5" o/c unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 5" o/c unless detailed otherwise.
- — T-- -.
Slljpport4 Total AvailableJ Regalred
Loads to SaPvoetr 111111m)
Ameepor es
^Deed
Snow
Toll
1 - Trimmer - SPF
3.00"
3.00"
1.76"
1472
3005
4477
None
2 - Trimmer - SPF
3.00"
3.00"
1.76"
1472
3005
4477
None
Weyerhaeuser warran that the sizing of its products will be in accordance with Weyerhaeuser product design criteia and published design values.
Weyerhaeuser e'-vressly disclaims any other warranties related to the software. Use of this software Is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and FSR-1387 and/or bested in accordance with applicable ASTM standards. For current code evaluation reports,
Weyerhaeuser product liiherature and installation details refer to www.weyerhaeuser.com/woodproducts/docurnent-library.
The product application, input design loads, dimensions and support information have been provided by AUTUMN RIDGE HOMES
Fnrtr Software Dyerator : ob Notes
Jackie Tromblel SIMONSON LU:.IBER- HUTCHIIISON
Wcekes FcrESt Products ,r,PR:'VG PARK RESIDENCE
(651) 393-274b 247. BLAC.T LAKE ROAD
je,;kie.tromble-j@-,veek:sfo.z,-t.com SPRING PARE, MN
I
System : Wall
Member Type: Header
Building use : Residential
Building Code : IBC 2015
Design Methodology : ASD
(�] SUSTAIN,:%E FOUR TPY INITIATIVE
5/21/2019 11:03:07 AM
Forte v5.4, Design Engine: V7.1.1.3
SPRING PARK.4te
Page 3 of 9
! 1 F O R T E MEMBER REPORT UPPER, 5-11 MASTER WINDOW
2 plece(s) 13/4" x 9 1/2" 2.0E Microllam® LVL
PASSED
ON" Later_ IF S'
Fit'
El
All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.;Drdwing is Conceptual
DeOgn Results
Aabml Q Loeatlioo
ANowed
Result
LDF
LOW- combmabon (Pattern)
Member Reaction (Ibs)
5014 @ 6' 3 1/2"
7613 (3.00")
Passed (66%)
—
1.0 D + 1.0 S (AlSpans)
Shear (Ibs)
4686 @ 5' 41/2"
7265
Passed (65%)
1.15
1.0 D + 1.0 S (All Spans)
Moment (Ft-Ibs)
6503 @ 3' 10 1/8"
13541
Passed (48%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.075 @ 3' 3 7/8"
0.206
Passed (L/982)
--
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
0.112 @ T 3 7/8"
1 0.308
Passed (L/660)
--
1.0 D + 1.0 S (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Top Edge Bracing (W): Top compression edge must be braced at 6' 5" o/c unless detailed otherwise
• Bottom Edge Bracing (W): Bottom compression edge must be braced at 6' 5" 0/c unless detailed otherwise.
5 ° r•:
SU i1701#
Total
Bearing y..
ArailAhle Required
Loads to supports MO) ..
Arta
DeadSnowTotal
1- Trimmer - SPF
3.00"
3.00"
1.50"
1187
2427
3614
None
2 - Trimmer - SPF
3.00"
3.00"
1.98"
1638
3376
5014
None
F_
Loads
t ocatmt (side)
rr,beranr
VAdth
Dead
(0.90)
k Snow .
(L15)
-- .. .,.
consents v i'
0 - Self Weight (PLF)
0 to 6' 5"
N/A
9.7
1- Uniform (PSF)
0 to 5' 1"
15'
20.0
42.0
ROOF
2- Point (Ib)
5'1"
N/A
1105
2321
GIRDER
3 - Tapered (PSF)
S 1" to 6' 5"
5' 31to 4' 8
20.0
42.0
HIP
1 Weyerhaeusiv Notes Weyerhaeuser
T--
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Bloddng Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerham 1 Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards- For current code evaluation reports,
Weyerhaeuser product literature and installation details refer to www.weyerhaeuswconVwoodprWucts/document-library.
The product application, Input design loads, dimensions and support information have been provided by AUTUMN RIDGE HOMES
r F:rrtr SMh:ars Operator
J•;b .Note s
Trombley
SIMONSON LUMBEF - HUTCHINSON 1
}dacki:.
Weekes Forea Products
SPRING PARK RESIDENCE
(651) Z'73-274„
2473 BLACK LAKE ROAD
jackle.tmmbley@weekesforost.com
SPRING PARR, :AN
System : Wall
Member Type : Header
Building Use: Residential
Building Code: IBC 2015
Design Methodology: ASD
7 5115TAINABtt FOMTR Y MNTIATPA
5.'21/2019 11:03:07 AM
Forte vu .�, Desinn Engine: V7.1.1.2
SPRING PARKAte
Page 4 of 9
.IO F Q R T E MEMBER REPORT UPPER, MASTER CONT HEADER
2 piece(s)13/4" x 11 7/8" 2.0E Microllam® LVL
PASSED
tdutd N l enpffe 17 3'
0
All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual
-Design Results
Actiwl O Locabon
Allowed
Result
LDF
Load- Combmatlon ;Pattern)
Member Reaction (Ibs)
1983 @ 3' 4 1/2"
15225 (6.00")
Passed (13%)
--
1.0 D + 1.0 S (Adj Spans)
Shear (Ibs)
691 @ V 7 3/8"
9081
Passed (8%)
1.15
1.0 D + 1.0 S (Adj Spans)
Moment (Ft-Ibs)
-1026 @ T 41/2"
20525
Passed (5%)
1AS
1.0 D + 1.0 S (Ad' Spans)
Live Load Defl. (in)
0.007 0 6' 7 1/2'
0.217
Passed (L/999+)
—
1.0 D + 1.0 S (Aft Spans)
Total Load Del. (in)
0.010 @ V 7 1/2"
0.325
Passed (L/999+)
--
1.0 D + 1.0 S (Alt Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Top Edge Bracing (W): Top compression edge must be braced at 13' 3" o/c unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 13' 3" o/c unless detailed otherwise.
- — — —
Sup •�
Bear" ---
LoAds to suppartx (on)
Dead Srrovr Totem
Aooessu;iea-
Tow
Avatlabla
Required
1 - Trimmer - SPF
1.50"
1.50"
1.50'
94
263
357
None
2 - Trimmer - SPF
6.00"
6.00'
1.50"
682
1302
1984
None
3 - Trimmer - SPF
6.00'
6.00"
1.50"
682
1302
1984
None
4 - Trimmer - SPF
1.50"
1.50"
1.50,
94
263
357
None
., ;
Loads I "'
Lalahon (side)
Thbolaw
Wldtli
DOW
(D 9d)
Snow
(138)
Comment;
0 - Self Weight (PLF)
0 to 13' 3"
N/A
12.1
1- Uniform (PSF)
0 to 13' 3"
5' 3"
20.0
42.0
ROOF
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software Use of this software Is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, budder or framer is responsible to assure that this calculation Is
compatible with the overall projecL Accessories (Rim Board, Blocldng Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by [CC ES
under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports,
Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document4lbrary.
The product application, Input design bads, dimensions and support information have been provided by AUTUMN RIDGE HOMES
i Fort- Sotlwarr Operator .'on Wrtes
j Jaaki3 Tromtley SIMONSON LUMBER - HUTCHINSCN
Week., s Foie ,t Pr,6uc.s SPRING PAP" RECIDENCE
(d51) 393-274F 2473 BLACI, LAKE ROAD
i=t!de.trombley@,veekesforesLcom SPRING PARK, Ma
System : Wall
Member Type: Header
Building Use: Residential
Building Code: IBC 2015
Design Methodology ASD
10
SUSTAN14811 FORESTRY INII14VA
5/21/2019 11:03:07 AM
Foite v5.4, Decign Engine: V7.1.1.3
SPRING PARK 4te
Page 5 of 9
F O R T E MEMBER REPORT UPPER, 8-0 GREAT RM DOOR
2 piece(s) 13/4" x 9 1/2". 2.0E Microllam® LVL
PASSED
OVOM Laugh_ V r
I
Al locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual
Design Resulb
Achiial A Logan
ANovred
Reeulc
LJDF
Load: Co n itnadm (Palilteru)
Member Reaction (Ibs)
4041 @ 8' 4 1/2"
7613 (3.00")
Passed (53%)
--
1.0 D + 1.0 S (All Spans)
Shear (Ibs)
3305 @ 7' 5 1/2"
7265
Passed (45%)
1.15
1.0 D + 1.0 S (All Spans)
Moment (Ft-Ibs)
7590 @ 4' 9 1/8"
13541
Passed (56%)
1.15
1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.143 0 4' 41/16"
0.275
Passed (L/693)
--
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
0.213 @ 4' 4"
0.412
Passed (L/464) I
--
11.0 D + 1.0 S (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 8' 6" o/c unless detailed otherwise
• Bottom Edge Bracing (W): Bottom compression edge must be braced at 9 6" o/c unless detailed otherwise.
Supports '
Lauds to Supports (Ibs)
ACOMM s
Total
Available
ReWffed
Dead
Snow
Total
1- Trimmer - SPF
3.00"
3.00"
1.50"
1113
2252
3365
None
2 - Trimmer - SPF
3.00"
3.00"
1.59"
1332
2710
4042
None
Loads
Locatiar (Stele)
VAdth
(0.90)
(L25)
I
cmri! Lft
0 - Self Weight (PLF)
0 to 8' 6'
N/A
9.7
1 - Uniform (PSF)
0 to 8' 6"
11' 3"
20.0
42.0
ROOF
2 - Point (Ib)
6' 3"
N/A
450
945
HIP GIRDER
Member Notes - �—
ASSUMES 4' SET -BACK FOR HIP -SET
hammr warrants that the sizing of !is products will be in accordance with Weyerhaeuser product design criteria and published design values,
haeuser expressly disclaims any other warranties related to the saftware. Use of this software is not intended to circumvent the need for a design
sional as determined by the authority having jurisdiction. The designer of record, budder or framer Is responsible to assure that this calculation is
rdble with the overall project. Accessories (Rim Board, Bloddng Panels and Squash Blocks) are not designed by this software. Products manufactured at
haeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports,
haeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-library.
product application, Input design loads, dimensions and support Information have been provided by AUTUMN RIDGE HOMES
Frnte SoBwd- Oparatoi
Jack:e Tromble,-
Week;.s Forest Pmdt c
(t.51) 393-t 7A8
j3ckie•.trombley&e:*cck eot.com
I Job irate.
SIMONSON LUMBER - HUTCHIN30N
SPRING P..P!t RESIDENCE
2,'79 BLACK LAKE ROAD
SPRING PARK, MV
System : wall
Member Type: Header
Building Use : Residential
Building Code : IBC 2015
Design Methodology: ASO
tiS) SUSTAINABLE FORESTRY IWnATIVE
5/21/2019 11:03:07 Ai
Forte v5.4, Design Engine: V7.1.1.3
SPR."NG PARK.4te
Page 6 of o
i,91 F 0 R T E MEMBER REPORT UPPER, GREAT RM CONT HEADER
2 piece(s)13/4" x 11 7/8" 2.0E Microllam® LVL
OviuM LaWk,13,
If wr ;r
Q
I
All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horimntal.;Dtawing is Conceptual
Dedgn Results
I Acbml ® Location
Allowed
Rawk
LOF
I Loads ComMnabon (PaUwn)
Member Reaction (Ibs)
5983 g 12' 101/2"
7613 (3.00")
Passed (79%)
--
1.0 D + 1.0 S (Alt Spans)
Shear (Ibs)
580 @ 4' 8 7/8"
9081
Passed (6%)
1.15
1.0 D + 1.0 S (Adj Spans)
Moment (Ft-Ibs)
-847 0 3' 6"
20525
Passed (4%)
1.15
1.0 D + 1.0 S (Adj Spans)
Live toad Defl. (in)
0.005 @ 6' 6"
0.200
Passed (L/999+)
--
1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (n)
0.007 @ 6' 6"
0.300
Passed (L/999+)
--
1.0 D + 1.0 S (Alt Spans)
• Lmnection criteria: LL (L/360) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 13' o/c unless detailed otherwise.
Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 13' o/c unless detailed otherwise.
„ ,,4 ,.
4JupportS '>
Bsarirre
Loads to SapporFs (tba)
Aoolrs:oorM ;
TOW
Atmeable
ReWired
Dead
stow
TOW
1- Trimmer - SPF
3.00"
3.00"
1.50"
118
289
407
None
2 - Trimmer - SPF
6.00"
6.00"
1.50"
611
1163
1774
None
3 - Trimmer - SPF
6.00'
6.00"
1.50"
611
1163
1774
None
4 - Trimmer - SPF
3.00"
3.00"
2.36"
1918
4066
5984
None
Loads
<. $
Location (Sift)
Thblrtery
Ylhdth
. Dead
(0.90)
Snow
(Lis)
C Naments
0 - Self Weight (PLF)
0 to 13'
N/A
12.1
1 - Uniform (PSF)
0 to 13'
5'
20.0
42.0
ROOF
2 - Point pb)
12' 9"
N/A
1800
3777
GIRDER TRUSS
j Weyerhaeuser Noses
Weyerhaeuser wan arms that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser erpresly disclaims any other warranties related to the software. Ilse of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project Accessories (Rim Board, Bbcidng Panels and Squash Block) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are thirdparty certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by IOC ES
under technical reports ESR-11S3 and ESR-1387 and/or tested In accordance with applicable ASTM standards. For current code evaluation reports,
Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodpmducts/doajment-ilbrary.
The product application, input design loads, dimensions and support information have been orovided by AUTUMN RIDGF HOMFt
F7rf • SerLWax Uparat0
Job 4utaa
r Jacki;; TrcrrSley
SIMONSON LUMBER- EUTCHINSON
We kas Forest Product-
SPRING PARK NESIDENCE
j (651) 393-274j
2478 BLACK LAKE ROAD
laci:ie.irimhleio .veE4asforEs:.com
SPRING PARK, MN
System : wall
Member Type: Header
Building Use : Residential
Building Code : IBC 2015
Design Methodology: ASD
10 SI, STAINAI!U fURIAV "TiAINE
1121 /2019 11:03:07 AM
Forte tZA, Design Engine: V7.1.1.3
SPRING PARK.4te
Page 7 of 9
F O R T E MEMBER REPORT BASEMENT, 8-0 FAMILY DOOR PASSED
2 piece(s) 13/4" x 9 1/2" 2.0E Microllam® LVL
OWMA LulpBr_ V r
e
e �
All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual
Dedgn Results
Actual @ Location
Auoarad
Result
LDF
Loaid: Combination (PatEam)
Member Reaction (lbs)
2628 Col 1 1/2"
7613 (3.00")
Passed (35%)
--
1.0 D + 1.0 L (All Spans)
Shear (lbs)
1984 @ 1' 1/2"
6318
Passed (31%)
1.00
1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)
5262 @ 4' 3"
11775
Passed (45%)
1.00
1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.088 0 4' 3"
0.275
Passed ( 999+)
--
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.147 @ 4' 3"
0.412
Passed (L/673)
-
1.0 D + 1.0 L (All Spans)
• rxmeccon cnrena: L L (WSW) ano TL (y240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 8' W o/c unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 6" o/c unless detailed otherwise.
N,u 3j'
S%PVOft ; <..
BOarirl9 , -
LoadatoSlippats(Iba) _.
= s
A,00=6es
Totrd AYatlabta
Rerpnred
Dnd
MOOr
Me
Toles
1- Trimmer - SPF
3.00'
3.00'
1.50"
1056
1573
2629
None
2 - Trimmer - SPF
3.00'
3.00"
1.50"
1056
1573
2629
None
Tributary
Dosd
Floor Lim
.. .
�r._.��a !...
MRNYmIr(.i,dm)
Vhdth
agirb
0 - Self Weight (PLF)
0 to 8' 6'
N/A
9.7
1- Uniform (PSF)
0 to 8' 6'
9' 3"
15.0
40.0
Residential - Living
Areas
2 - Uniform (PLF)
0 to 8' 6'
N/A
100.0
WALL
System : Wall
Member Type: Header
Building Use : Residential
Building Code; IBC 2015
Design Methodology: ASO
Weyerhaeuser Not - _ 5USTAINABL' FORE5TKY INITIATIVE
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design cniterta and published design values. Y
Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is
compatible with the overall project. Accessories (Rim Board, Blocldng Panels and Squash Blodcs) are not designed by this software Products manufactured at
Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES
under technical reports ESR-1153 and ESR-1387 and/or bested In accordance with applicable ASTM standards. For current code evaluation reports,
Weyerhaeuser product literature and installation details refer to www.weyerha&Lser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by AUTUMN RIDGE HOMES
Fortr :>^Hvsara Operator Jon Nntea
I Ja;%ie Tremble � SIMONSON LUMBER- HUTCHINSON
UV,ekec Fore.,t Pr.:1jcT. SPRING PARK RESIDEICE
(^51) 39::-2741t 247 BLACK L-KE RCAD'
1 jacl.ie.trombiey�tweekecforest.com SPRING PARK, MN
5/21/2019 11:03:07 AM
Fcrtev5.4, Design Engilie: V7.1.1.3
SPRING PAR/C4te
Page 8 of 9
9 F 0 R T E MEMBER REPORT BASEMENT, DROP BEAM
3 piece(s) 13/4" x 11 7/8" 2.0E Microllam® LVL
PASSED
Ckwo Lengtl>r:1311 lip
19
All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are hodzontal.;Drawing is Conceptual
Desk n Results
ACwel 0 Lomima
MtoWed
lte Brat
LDF
taadr Con*matoion (Patbam)
Member Reaction (lbs)
7324 @ 2"
7809 (3.50")
Passed (94%)
--
1.0 D + 1.0 L (All Spans)
Shear (lbs)
5980 0 1' 3 3/8"
11845
Passed (50%)
1.00
1.0 D + 1.0 L (Ail Spans)
Moment (Pt-lbs)
24352 @ 6' 113/4"
26772
Passed (91%)
1.00
1.0 D + 1.0 L (Ail Spans)
Live Load Defl. (in)
0.429 0 6' 11314"
0.454
Passed (L/381)
--
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.600 @ 6' 113/4"
0.681
Passed (L/272)
--
1.0 D + 1.0 L (All Spans)
• Deflection criteria: U. (1.1360) and TL (L/240).
• Top Edge Bracing (W): Top compression edge must be braced at 7' 7" o/c unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 14' a/c unless detailed otherwise.
—
'�"""Y�""""""" '
scaring
Tate Awila6le Requirwd
Lands to sappom (on)
�s
Aaaegaamnes
Dead
Floor
Total
1- Stud wall - SPF
3.50"
3.50"
3.28"
2090
5234
7324
Blocking
2 - Stud wall - SPF
3.50"
3.50"
3.28'
2090
5234
7324
Blocking
" Bloating Panels are assumed to tarty no loads applied directly above them and the full load is applied to the member being designed.
=
Trlbtdary
De ad NOWLrva
Loads
Lowbon(Side)
tlVtdth
(090) (3.00)
Cammarrta '
0 - Self Weight (PLF)
0 to IT 11 112-
N/A
18.2
1- Uniform (PSF)
0 to 13' 11 1/2"
18' 9"
15.0
40,0
Residential - Living— Areas
haeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design valum
haeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design
sional as determined by the authority having jurisdiction. The designer of record, builder or framer Is responsible to assure that this calculation is
rtible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
haeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by IOC ES
technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current rode evaluation reports,
haeuser product literature and Installation details refer to www.weyerhaexser.com/woodproducts/doament4brary.
The product application, input design loads, dimensions and support information have been provided by AUTUMN RIDGE HOMES
Forte -Seitwarr• Opwato• Job N,#r;s '
Jackie Trombley SIMONSON LUMBER - HUTCH:ASON
Wea:tec Fo,est Products SPRING PARK RESIDENCE
(551) ,'93-2748 247,. LLAC:: LADE ROAD
iicki?.trorrblef xwcek:s,or�stxorn SPRING PARK, MN
System : Floor
Member Type: Drop Beam
Building Use. Residential
Building Code: IBC 2015
Design Methodology ASO
($} SUS1:1q+lA8lE fOR%STKy q':irUViVE
5/21/2019 11:03:07 AM
Fortev5.4, D3s!Cn Engine: V7.1.1.3
SPRING PARK.4te
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