HomeMy WebLinkAbout1035 W 5th St - EngineeringBUILDING PERMIT
1035W5
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ENGINEERING
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BUILDING DIVISION
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M ember;Name�
r
R e s ults
r
f 4� r
�Current�Solut3on �n� -��.a� r
n
r
�Comme
Roof: RIDGE BEAM
Passed
1 Piece(s) 5 1/2" x 19 1/2" 24F -V4 DF Glulam
�ti
Roof: HEADER AT DORMER
Passed
1 Piece(s) 3 1/2" x 9" 24F -V4 DF Glulam
Roof: RIDGE HEADER
Passed
1 Plece(s) 3 1/2" x 12" 24F -V4 DF Glulam
ID FiooR-F'RA[4
Member
Re
merit a f
�iaSoluUon�
f
T
<CommeMs
Floor: JOIST -BEAM
Passed
1 Piece(s) 11 7/8" TJI® 360 16" OC
Reinforcement accessories
required
Floor: Joist
Passed
1 Piece(s) 11 7/8" TJIp 230 16" OC
Floor: Drop Beam
Passed
1 Piece(s) 3 1/2" x 9" 24F -V4 DF Glulam
Floor: Joist W /CANT
Passed
1 Piece(s) 11 7/8" TJI® 230 16" OC
Floor: RIM
Passed
1 Piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL
Floor: RIM /HEADER
Passed
1 Piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL
Floor: FLUSH BEAM
Passed
2 Piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL
Floor: RIM /BEAM
Passed
3 Piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL
Floor: HEAVY TIMBER BEAM
Passed
1 Piece(s) 4 x 12 Douglas Fir -Larch No. 1
F O R T E` JOB SUMMARY REPORT
Forte Software Operator
Scott Headrick
Zenovic Assoc.
1 (360) 417 -0501
Scott @zenovic.net
Job Notes
12067
CHRIS JAMES
4/11/2012 2:55:43 PM
Forte v3.5, Design Engine: V5.5.3.2
Page 1 of 13
Forte Software Operator
Job Notes
Scott Headrick
Zenovic Assoc.
(360) 417 -0501
scott @zenovic.net
12067
CHRIS JAMES
wY yy 3.5_. k
De3,gnrPtesuls
-+w= vr.oga ail d
nr trw tora
Y.s' -d_ :h.. a
iowee
s u tr m_ "sue
F, F
z3' ni+ xr yc..
icaa comi
�r71 t ,.:�:4- +�'s._.'
Member Reaction (Ibs)
9659 4"
18906
Passed (51
1.0 D 1.0 S (All Spans)
Shear (Ibs)
8084 2' 1"
21790
Passed (37
1.15
1.0 D 1.0 S (All Spans)
Pos Moment (Ft -Ibs)
61135 13' 11
11/16"
73860
Passed (83
1.15
1.0 D 1.0 S (All Spans)
Live Load Defl. (in)
0.812 13' 11 15/16"
1.367
Passed (L/404)
1.0 D 1.0 S (All Spans)
Total Load Defl. (in)
1.353 13' 11 15/16"
1.822
Passed (L/242)
1.0 D 1.0 S (All Spans)
FORTE
0
MEMBER REPORT ROOF, Roof: RIDGE BEAM
1 piece(s) 5 1/2" x 19 1/2" 24F -V4 DF Glulam
All Dimensions Are Horizontal;Drawing is Conceptual
on critena: LL (L/240) and TL (L/180).
Overall Length: 28'
Bracing (Lu): All compression edges (top and bottom) must be braced at 28' o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Critical positive moment adjusted by a volume factor of 0.92 that was calculated using length L 27' 4
The effects of positive or negative camber have not been accounted for when calculating deflection.
The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer.
Applicable calculations are based on NDS 2005 methodology.
1- Stud wall DF
2- Stud wall DF
cz
5.50"
5.50"
sAvaltable
5.50"
5.50"
:Acquired,
2.81"
2.78"
3850
3810
5809
5741
9659
9551
Blocking
Blocking
Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
1 Uniform(PSF)
2 Uniform(PSF)
3 Uniform(PSF)
0 to 7'
7' to 21'
21' to 28'
18' 3"
15'
17' 9"
15.0
15.0
15.0
25.0
25.0
25.0
Roof
etuser too
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. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this 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. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by SRH
0
System Roof
Member Type Drop Beam
Building Use Residential
Building Code IBC
Design Methodology ASD
Member Pitch: 0/12
PASSED
SUSTAINABLE FORESTRY INITIATIVE
4/11/2012 2:55:43 PM
Forte v3.5, Design Engine: V5.5.3.2
Page 2 of 13
Forte Software Operator
Job Notes
Scott Headrick
Zeno rc Assoc.
(360) 417 -0501
Scott @zenovic.net
12067
CHRIS JAMES
DeSl gni,r 'MA
oo
Result
Wad Combinaird (Pattie I
1?
a
Member Reaction (Ibs)
2427 2"
4922
Passed (49
1.0 D 1.0 S (All Spans)
Shear (Ibs)
2110 1' 1/2"
6400
Passed (33
1.15
1.0 D 1.0 S (All Spans)
Pos Moment (Ft -Ibs)
8571 7' 2 1/4"
10868
Passed (79
1.15
1.0 D 1.0 S (All Spans)
Live Load Defl. (in)
0.500 7' 3 1/2"
0.712
Passed (L/342)
1.0 D 1.0 S (All Spans)
Total Load Defl. (in)
0.819 7' 3 1/2"
0.950
Passed (L/209)
1.0 D 1.0 5 (All Spans)
O 'ORTE' MEMBER REPORT ROOF, Roof: HEADER AT DORMER
1 piece(s) 3 1/2" x 9" 24F -V4 DF Glulam
0
All Dimensions Are Horizontal;Drawing is Conceptual
efiection criteria: LL (1./240) and TL (1/180).
Overall Length: 14' 7"
Rim Board is assumed to carry all loads applied directly above It bypassing the member being designed.
1 Uniform(PSF)
0to14'7"
8' 3"
15.0
25.0
Roof
0
Bracing (W): All compression edges (top and bottom) must be braced at 14' 4 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L 14' 3
The effects of positive or negative camber have not been accounted for when calculating deflection.
The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer.
Applicable calculations are based on NDS 2005 methodology.
1 Stud wall DF
2- Stud wall DF
Bearii
otal 1 zAVaila�e Ri
Few'
3.50"
3.50"
2.25"
2.25"
1.50"
1.50"
957
957
1504
1504
2461
2461
1 1/4" Rim Board
1 1/4" Rim Board
WeyerteaeuserN
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. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this 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 Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support Information have been provided by SRI-1
System Roof
Member Type Flush Beam
Building Use Residential
Building Code IBC
Design Methodology ASD
Member Pitch: 0/12
PASSED
SUSTAINABLE FORESTRY INITIATIVE
4/11/2012 2:55:43 PM
Forte v3.5, Design Engine: V5.5.3.2
Page 3 of 13
Forte Software Operator
Job Notes
Scott Headrick
Zenovic Assoc.
(360) 417 -0501
scott@zenovic.net
12067
CHRIS JAMES
4D t YI `r
AC♦h1a ..L.0 g-4"
s /U tOWCdi
4RESUit"ial f'
LDFi
fLOdd CAll iiii d_O ft 6,0nI
Member Reaction (lbs)
5136 1 1/2"
6825
Passed (75
1.0 D 1.0 S (Ali Spans)
Shear (lbs)
5024 1' 3"
8533
Passed (59
1.15
1.0 D 1.0 S (All Spans)
Pos Moment (Ft -Ibs)
19182 4'
19320
Passed (99
1.15
1.0 D 1.0 S (All Spans)
Live Load Defl. (in)
0.111 4'
0.387
Passed (L/841)
1.0 D 1.0 S (All Spans)
Total Load Defl. (in)
0.184 4'
0.517
Passed (L/504)
1.0 D 1.0 S (All Spans)
1 F ®RTE' MEMBER REPORT ROOF, Roof: RIDGE HEADER
1 piece(s) 3 1/2" x 12" 24F -V4 DF Glulam
0
All Dimensions Are Horizontal;Drawing is Conceptual
Overall Length: 8'
Deflection criteria: LL (L1240) and TL (L/180).
Bracing (Lu): All compression edges (top and bottom) must be braced at 2' 1 5/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L 7' 9".
The effects of positive or negative camber have not been accounted for when calculating deflection.
The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as Indicated by the manufacturer.
Applicable calculations are based on NDS 2005 methodology.
1 Trimmer DF
2 Trimmer DF
3.00"
3.00"
gr ailat ee
3.00"
3.00"
Acquired:
2.26"
2.26"
bs
2066
2066
3071
3071
5137
5137
None
None
1 Uniform(PSF)
2 Point(lb)
Boar
0 to 8'
4'
4 111ibutaryr.;
Wkl
2'
N/A
(tA90)gg�`
15.0
3810
(1 15 }w
25.0
5741
Roof
Linked from: Roof: RIDGE BEAM,
Support 2
euserr
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. Refer to current Weyerhaeuser literature for Installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this 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. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by SRH
0
System Roof
Member Type Flush Beam
Building Use Residential
Building Code IBC
Design Methodology ASD
Member Pitch: 0/12
PASSED
SUSTAINABLE FORESTRY INITIATIVE
4/11/2012 2:55:43 PM
Forte v3.5, Design Engine: V5.5.3.2
Page 4 of 13
Forte Software Operator
Job Notes
Scott Headrick
Zenovic Assoc.
(360) 417 -0501
scott@zenovic.net
12067
CHRIS JAMES
IiesiWResults
*b.741767 cation 3
,/►tow ed 1
s,Reau >1 e
LDFj
toad Combf aHa� (Patbe�n) a 3Y;
Member Reaction (Ibs)
1680 2 1/2"
1794
Passed (94
1.15
1.0 D 1.0 S (All Spans)
Shear (lbs)
1678 3 1/2"
1961
Passed (86
1.15
1.0 D 1.0 S (All Spans)
Moment (Ft-lbs)
6270 4'
7107
Passed (88
1.15
1.0 D 1.0 5 (All Spans)
Live Load Dell. (in)
0.183 4'
0.273
Passed (L/714)
1.0 D 1.0 S (All Spans)
Total Load Defl. (in)
0.311 4'
0.546
Passed (L/421)
1.0 D 1.0 5 (All Spans)
1 3-Pro""' Rating
65
40
Passed
g1 F T E MEMBER REPORT 2ND FLOOR FRAMING, Floor: JOIST -BEAM
1 piece(s) 11 7/8" TDI® 360 16" OC
ntena: LL 1/480) and TL (U240).
0
0
All Dimensions Are Horizontal;Drawing is Conceptual
Overall Length: 11' 6"
11' 6"
Bracing (W): All compression edges (top and bottom) must be braced at 3' 2 1/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing Is required to achieve member stability.
A structural analysis of the deck has not been performed.
Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge"" Panel (24" Span Rating) that Is glued and nailed down.
Additional considerations for the TJ -Pro Rating include: 5/8" Gypsum ceiling.
1 Stud wall DF
2- Stud wall DF
3.50"
5.50"
it l
2.25"
4.25"
1.84"
1.75"
oa=
700
302 982
410 311 522
�7ota1
1984
1243
Web Stiffeners, 1 1/4" Rim
Board
1 1/4" Rim Board
Rim Board is assumed to carry all loads applied directly above it bypassing the member being designed.
1 Unifomi(PSF)
2 Point(lb)
0to11'6"
4'
16"
N/A
10.0
957
a A O or Live r?
40.0
1504
Residential Living Areas
Linked from: Roof: HEADER AT
DORMER, Support 1
Web stiffeners required at location 4' due to loads.
0
Memb_e
JOIST WITH POINT LOAD FROM DORMER BEAM
Weyerhaeuser
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. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rini Board, Blocking Panels and Squash Blocks) are not designed by this 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. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by SRH
System Floor
Member Type Joist
Building Use Residential
Building Code IBC
Design Methodology ASD
PASSED
SUSTAINABLE FORESTRY INITIATIVE
4/11/2012 2:55:43 PM
Forte v3.5, Design Engine: V5.5.3.2
Page 5 of 13
Forte Software Operator
Job Notes
Scott Headrick
Zenovic Assoc.
(360) 417 -0501
scott@zenovic.net
12067
CHRIS JAMES
Desi "Results
r
d ®qc' 4-7:
A ldo ved
tRg'S i r
COF,
to ean 7 ss
Member Reaction (lbs)
554 16' 9 1/2"
1183
Passed (47
1.00
1.0 D 1.0 L (All Spans)
Shear (Ibs)
542 5 1/2"
1655
Passed (33
1.00
1.0 D 1.0 L (All Spans)
Moment (Ft-Ibs)
2246 8' 7"
4215
Passed (53
1.00
1.0 D 1.0 L (All Spans)
Live Load Defl. (in)
0.239 8' 7"
0.410
Passed (11823)
1.0 D 1.0 L (All Spans)
Total Load Defl. (in)
0.299 8' 7"
0.821
Passed (11659)
1.0 D 1.0 L (All Spans)
T3 -Pror" Rating
50
50
Passed
F ®R T E 'w. MEMBER REPORT 2ND FLOOR FRAMING, Floor: Joist
1 piece(s) 11 7/8" TM® 230 16" OC
0
0
All Dimensions Are Horizontal;Drawing is Conceptual
LL (L/480) and TL (L/240).
Overall Length: 17'
17'
Bracing (W): All compression edges (top and bottom) must be braced at 4' 11 3/8" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
A structural analysis of the deck has not been performed.
Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edge" Panel (24" Span Rating) that is glued and nailed down.
Additional considerations for the TJ-Pro" Rating include: 5/8" Gypsum ceiling.
1 Stud wall DF
2- Stud wall DF
5.50"
3.50"
4.25"
2.25"
1.75"
1.75"
114
112
458
449
572
561
1 1/4" Rim Board
1 1/4" Rim Board
Rim Board is assumed to carry all loads applied directly above It, bypassing the member being designed.
1 Uniform(PSF)
0 to 17'
16"
0:90
10.0
u x -400
40.0
Residential Uving Areas
0
System Floor
Member Type Joist
Building Use Residential
Building Code IBC
Design Methodology ASD
PASSED
'Membe��
STANDARD
Weye
eser
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. Refer to current Weyerhaeuser literature for Installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this 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. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support Information have been provided by SRN
SUSTAINABLE FORESTRY INITIATIVE
4/11/2012 2:55:43 PM
Forte v3.5, Design Engine: V5.5.3.2
Page 6 of 13
Forte Software Operator
Job Notes
Scott Headrick
Zenovic 8 Assoc.
(360) 417 -0501
scott@zenooic.net
12067
CHRIS JAMES
'D Re iii
Adua) [p�atloeli'
iii;:Qi.ti
Pie' s'
Lc c m inabton'tIWI NfouP)
Member Reaction (Ibs)
3894 2"
7656
Passed (51
1.0 D 0.75 L 0.75 S (All Spans) [1]
Shear (Ibs)
3707 1' 1/2"
6400
Passed (58
1.15
1.0 D 0.75 L 0.75 S (All Spans) [1]
Pos Moment (Ft -Ibs)
10225 3'
10868
Passed (94
1.15
1.0 D 0.75 L 0.75 5 (All Spans) [1]
Live Load Defl. (in)
0.207 4' 5 7/8"
0.308
Passed (L/537)
1.0 D 0.75 L 0.75 S (All Spans) [1]
Total Load Defl. (In)
0.341 4' 5 3/8"
0.463
Passed (1/325)
1.0 D 0.75 L 0.75 S (All Spans) [1]
FORTE
0
MEMBER REPORT 2ND FLOOR FRAMING, Floor: Drop Beam
1 piece(s) 3 1/2" x 9" 24F -V4 DF Glulam
11
All Dimensions Are Horizontal;Drawing is Conceptual
Deflection criteria: LL (L/360) and TL (L/240).
Overall Length: 9' T
Bracing (W): All compression edges (top and bottom) must be braced at 9' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L 9' 3
The effect, of positive or negative camber have not been accounted for when calculating deflection.
The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer.
Applicable calculations are based on NDS 2005 methodology.
1 Uniform(PLF)
2 Point(lb)
on
0to9'7"
3'
N/A
N/A
X11 00 )1"44
15.0
2066
229.5/ -28.5
-19.5
3071
CAN
Linked from: Floor: Joist W /CANT,
Support 1
Linked from: Roof: RIDGE
HEADER, Support 2
0
1 Stud wall DF
2 Stud wall DF
3.50"
3.50"
3.50"
3.50"
ire&
1.78"
1.50"
1542
741
1100
137
1100
137
Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
2037
847
4679/ -137
2688/ -137
Blocking
Blocking
jWeyeirhaeuser No
Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disdaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this 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. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable
forestry standards.
The product application, Input design loads, dimensions and support information have been provided by SRH
System Floor
Member Type Drop Beam
Building Use Residential
Building Code IBC
Design Methodology ASD
PASSED
SUSTAINABLE FORESTRY INITIATIVE
4/11/2012 2:55:44 PM
Forte v3.5, Design Engine: V5.5.3.2
Page 7 of 13
Forte Software Operator
Job Notes
Scott Headrick
Zenovic Assoc.
(360) 417 -0501
Scott @zenovic.net
12067
CHRIS JAMES
,DeS tgn:Restil r
Act>aa1 1.9P..
Allowe d ,Result
a '`,A
LD
Loa A Combinatlon �a"tbem f
Member Reaction (lbs)
870 11' 3 1/4"
2790
Passed (31
1.00
1.0 D 1.0 L (All Spans)
Shear (lbs)
435 11' 1/2"
1821
Passed (24
1.00
1.0 D 1.0 L (All Spans)
Moment (Ft-lbs)
-1104 11' 3 1/4"
4215
Passed (26
1.00
1.0 D 1.0 L (All Spans)
Live Load Defl. (in)
0.058 15' 6"
0.211
Passed (L/868)
1.0 D 0.75 L 0.75 S (Alt Spans)
Total Load Defl. (In)
0.111 15' 6"
0.423
Passed (L/456)
1.0 D 0.75 L 0.75 S (Alt Spans)
TJ -Prot" Rating
64
50
Passed
0 R T E' MEMBER REPORT 2ND FLOOR FRAMING, Floor: Joist W /CANT
1 piece(s) 11 7/8" TNI® 230 16" OC
O
0
All Dimensions Are Horizontal;Drawing is Conceptual
Overall Length: 15' 6"
0
Defle ction critena: LL (1/4 80) an T L (1/240)
F
Overhang deflection criteria: 11 (21/480) and TL (21/240).
Bracing (Lu): All compression edges (top and bottom) must be braced at 6' 9 5/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing Is required to achieve member stability.
A structural analysis of the deck has not been performed.
Deflection analysis is based on composite action with a single layer of 23/32" Weyerhaeuser Edger" Panel (24" Span Rating) that is glued and nailed down.
Additional considerations for the TJ- Prot" Rating Include: 5/8" Gypsum ceiling.
1- Stud wall DF
2- Stud wall DF
3.50"
5.50"
Arailable
2.25"
5.50"
1.75"
3.50"
Di d
20
307
vex,
306/ -38
564
-26
93
326/ -64
964
1 1/4" Rim Board
Blocking
Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed.
1 Uniform(PSF)
2 Point(lb)
0to15'6"
15' 6"
16"
N/A
090
10.0
120
49Kii
40.0
67
Residential Living Areas
dell e
STANDARD
Weye
user No
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. Refer to current Weyerhaeuser literature for Installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this 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 bp
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable
forestry standards.
The product application, input design Toads, dimensions and support Information have been provided by SRN
System Floor
Member Type Joist
Building Use Residential
Building Code IBC
Design Methodology ASD
PASSED
SUSTAINABLE FORESTRY INITIATIVE
4/11/2012 2:55:44 PM
Forte v3.5, Design Engine: V5.5.3.2
Page 8 of 13
Forte Software Operator
Job Notes
Scott Headrick
Zenovic Assoc.
(360) 417 -0501
scott@zenovic.net
12067
CHRIS JAMES
Design :Resul
aca I on
nn
F a
com n in ic on (Pattern)"
Member Reaction (Ibs)
2003 2"
2461
Passed (81
1.0 D 1.0 S (All Spans)
Shear (Ibs)
1526 1' 3 3/8"
4541
Passed (34
1.15
1.0 D 1.0 S (All Spans)
Moment (Ft -Ibs)
4821 5' 1/2"
10263
Passed (47
1.15
1.0 D 1.0 S (All Spans)
Live Load Dell. (in)
0.127 5' 1/2"
0.244
Passed (1/922)
1.0 D 1.0 S (All Spans)
Total Load Defl. (in)
0.206 5' 1/2"
0.488
Passed (1/568)
1.0 D 1.0 S (All Spans)
JFORTE
0
MEMBER REPORT 2ND FLOOR FRAMING, Floor: RIM
1 piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL
All Dimensions Are Horizontal;Drawing is Conceptual
Overall Length: 10' 1"
Bracing (Lu): All compression edges (top and bottom) must be braced at 9' 5/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing Is required to achieve member stability.
1- Stud wall DF
2- Stud wall DF
4.:T
3.50"
3.50"
�Availa'tile�
2.25"
2.25"
Required
1.83"
1.83"
Supports
785
785
1260
1260
2045
2045
1 1/4" Rim Board
1 1/4" Rim Board
Rim Board is assumed to carry all loads applied directly above it bypassing the member being designed.
1 Uniforrn(PSF)
0to10'1"
i :a
10'
15.0
25.0
)SY
Residentlal Living Areas
Weyerhaeuser
..t: s "'h=� 3 ;'`,ryx�.*3�.'?�u. s:Y �a`•?t� F yY x �r�' E 11 7
Weyerhaeuser warrants that the sizing of Its products wit be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for Installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this 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. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable
forestry standards.
The product application, Input design loads, dimensions and support information have been provided by SRH
0
System Floor
Member Type Flush Beam
Building Use Residential
Building Code IBC
Design Methodology ASD
PASSED
Pl
-t3r� 83
RIM AT SIDEWALL
SUSTAINABLE FORESTRY INITIATIVE
4/11/2012 2:55:44 PM
Forte v3.5, Design Engine: V5.5.3.2
Page 9 of 13
Forte Software Operator
Job Notes
Scott Headrick
Zenovic Assoc.
(360) 417 -0501
scott@zenotic.net
12067
CHRIS JAMES
SIgn,ReSW
De -:s ti
k1;
e ..rc. i
tAc�al,�tn®6onAll
s
�s x s.
t-�'
�IOF,waa
com wnatlon Patorrn
Member Reaction (Ibs)
2777 4"
4648
Passed (60
1.0 D 0.75 L 0.75 S (All Spans)
Shear (Ibs)
2245 1' 5 3/8"
4541
Passed (49
1.15
1.0 D 0.75 L 0.75 S (All Spans)
Moment (Ft -Ibs)
4326 4' 5 15/16"
8924
Passed (48
1.00
1.0 D 1.0 L (All Spans)
Live Load Defl. (in)
0.105 4' 7 5/8"
0.221
Passed (L/999
1.0 D 0.75 L 0.75 S (All Spans)
Total Load Defl. (in)
0.179 4' 7 1/2"
0.442
Passed (L/594)
1.0 D 0.75 L 0.75 S (All Spans)
/FORTE"
0
All Dimensions Are Horizontal;Drawing is Conceptual
D eflection criteria: LL (L/480) and TL (1/240).
MEMBER REPORT 2ND FLOOR FRAMING, Floor: RIM /HEADER
1 piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL
Overall Length: 9' 6"
0
Bracing (Lu): All compression edges (top and bottom) must be braced at 8' 10 11/16" o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
1 Stud wall DF
2 Stud wall DF
2g:To�l
5.50"
5.50"
4.25"
4.25"
Magid fed
2.54"
1.88"
1176
844
1140
1140
1049
528
3365
2512
1 1/4" Rim Board
1 1/4" Rim Board
Rim Board Is assumed to carry all loads applied directly above it, bypassing the member being designed.
1 Uniform (PLF)
2 Point(lb)
0to9'6"
2'
N/A
N/A
151.0
532
.Floor Giie
240.0
78.0
836
Residential Uving Areas
111b1tJ''
11
RIM HEADER ON SIDE WALL
eye rhaeiuser
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. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this 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. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable
fo y standards.
The product application, Input design loads, dimensions and support Information have been provided by SRH
0
System Floor
Member Type Flush Beam
Building Use Residential
Building Code IBC
Design Methodology ASD
PASSED
SUSTAINABLE FORESTRY INITIATIVE
4/11/2012 2:55:44 PM
Forte v3.5, Design Engine: V5.5.3.2
Page 10 of 13
Forte Software Operator
Job Notes
Scott Headrick
Zenovic Assoc.
(360) 417 -0501
scott@zenovc.net
12067
CHRIS JAMES
Design; Results`
fia�wa� wtaltea
e rtWC
on l e,t�F,
Member Reaction (Ibs)
1674 8' 7"
4922
Passed (34
1.0 D 1.0 L (Ali Spans)
Shear (Ibs)
1381 1' 5 3/8"
7897
Passed (17
1.00
1.0 D 1.0 L (All Spans)
Moment (Ft -Ibs)
4220 4'
17848
Passed (24
1.00
1.0 D 1.0 L (All Spans)
Live Load Defl. (In)
0.045 4' 5 1/16"
0.206
Passed (L/999
1.0 D 0.75 L 0.75 S (All Spans)
Total Load Defl. (In)
0.069 4' 5"
0.412
Passed (U999
1.0 D 0.75 L 0.75 S (Al Spans)
FORTE
0
All Dimensions Are Horizontal;Drawing is Conceptual
LL (L/4SU) an (L (LJ240).
MEMBER REPORT 2ND FLOOR FRAMING, Floor: FLUSH BEAM
2 piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL
Q
Overall Length: 8' 9"
Bracing (Lu): AII compression edges (top and bottom) must be braced at 8' 6 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
1- Stud wall DF
2 Stud wall DF
5.50"
varlalle
4.25"
3.50" 2.25"
1.50"
1.50"
617
546
1226
1160
409
327
2252
1 1/4" Rim Board
2033 1 1/4" Rim Board
Rim Board is assumed to carry all loads applied d redly above it bypassing the member being designed.
1 Uniform(PSF)
2 Point(PLF)
0to8'9"
4'
6'21/16"
1'
10.0
525.0
40.0
226.5
736.5
Residential Living Areas
Linked from: Floor: JOIST -BEAM,
SuDDOrt 1
0
eyerhaeuser ta i
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. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software Is not intended 10
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. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by SRH
System Floor
Member Type Flush Beam
Building Use Residential
Building Code IBC
Design Methodology ASD
PASSED
Memberrr
ABOVE KTICHEN
SUSTAINABLE FORESTRY INITIATIVE
4/11/2012 2:55:44 PM
Forte v3.5, Design Engine: V5.5.3.2
Page 11 of 13
Forte Software Operator
Job Notes
Scott Headrick
Zenovic Assoc.
(360) 417 -0501
scott@zenovic.net
12067
CHRIS JAMES
Des ignzResults
actual w�tlon
N(awea
Resatc i. i
LDF
loaaycombi on (Pattern) 1P
Member Reaction (Ibs)
6751 2"
7383
Passed (91
1.0 D 0.75 L 0.75 S (All Spans)
Shear (Ibs)
6425 1'3 3/8"
13622
Passed (47
1.15
1.0 D 0.75 L 0.75 S (All Spans)
Moment (Ft -Ibs)
29820 5'
30788
Passed (97
1.15
1.0 D 1.0 S (All Spans)
Live Load Defl. (in)
0.298 6' 3/8"
0.306
Passed (1/493)
1.0 D 0.75 L 0.75 S (All Spans)
Total Load Defl. (in)
0.524 6' 3/16"
0.613
Passed (1/281)
1.0 D 0.75 L 0.75 S (All Spans)
Loads
locaati
T ributary
idth
Dead
(a9o
Flaor
1 Uniforn(PSF)
0 to 5'
6' 6"
10.0
40.0
Residential Living Areas
2 Uniforrn(PSF)
5' to 8'
8' 6"
10.0
40.0
3 Unifonn(PSF)
8' to 9' 6"
6' 6"
10.0
40.0
4 Uniform (PSF)
9' 6" to 12' 7"
3'
10.0
40.0
5 Point(lb)
5'
N/A
3850
5809
Unked from: Roof: RIDGE BEAM,
Support 1
'1FO R T E'
0
All Dimensions Are Horizontal;Drawing is Conceptual
Deflection criteria: LL (1/480) and TL (L/240).
MEMBER REPORT 2ND FLOOR FRAMING, Floor.: RIM/BEAM
3 piece(s) 1 3/4" x 11 7/8" 1.9E Microllam® LVL
Overall Length: 12' 7"
Bracing (Lu): All compression edges (top and bottom) must be braced at 3' 3/4" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
0
1 Stud wall DF
2- Stud wall DF
3.50"
3.50"
2.25"
2.25"
Required,
2.06"
1.50"
2863
1965
ve
1703
1358
3517
2292
8083
5615
1 1/4" Rim Board
1 1/4" Rim Board
Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
1Neyelrhaetser
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. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this 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. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by SRH
System Floor
Member Type Flush Beam
Building Use Residential
Building Code IBC
Design Methodology ASD
Member
BEAM AT END WALL WITH RIDGE POINT LOAD
PASSED
SUSTAINABLE FORESTRY INITIATIVE
4/11/2012 2:55:44 PM
Forte v3.5, Design Engine: V5.5.3.2
Page 12 of 13
Forte Software Operator
Job Notes
Scott Headrick
Zenovic Assoc.
(360) 417 -0501
scott @zenovic.net
12067
CHRIS JAMES
,--.v ,K„F;z,
De51gn Results
,ra*
nctua�� t ratio„
r Fs
a��
-nz x as3
stes
cnF
Lam c mb "nabon .traae
Member Reaction (Ibs)
1831 2"
7656
Passed (24
1.0 D 1.0 L (All Spans)
Shear (Ibs)
1542 1' 2 3/4"
4725
Passed (33
1.00
1.0 D 1.0 L (All Spans)
Moment (Ft -Ibs)
6831 7' 9 1/2"
6768
Passed (101
1.00
1.0 D 1.0 L (All Spans)
Live Load Defl. (in)
0.310 7' 9 1/2"
0.508
Passed (L/590)
1.0 D 1.0 L (AII Spans)
Total Load Defl. (In)
0.405 7' 9 1/2"
0.762
Passed (L/452)
1.0 D 1.0 L (All Spans)
aFORTE
0
All Dimensions Are Horizontal; Drawing is Conceptual
LL (LJ36 an (L/J40).
MEMBER REPORT 2ND FLOOR FRAMING, Floor: HEAVY TIMBER BEAM
1 piece(s) 4 x 12 Douglas Fir -Larch No. 1
0
Overall Length: 15' 9"
Bracing (W): All compression edges (top and bottom) must be braced at 6" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing
Is required to achieve member stability.
Applicable calculations are based on NDS 2005 methodology.
1 Stud wall DF
2 Stud waft DF
r4TOta
3.50"
5.50"
3.50"
5.50"
1.50"
1.50"
428
438
1403
I433
1831
1871
Blocking
Blocking
Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
1 Unifonn(PSF)
0 to 15' 9"
4' 6"
0.90
10.0
Floor Live
40.0
Residential Living Areas
weye
euser`P
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. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this 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. Products manufactured at Weyerhaeuser facilities are third -party certified to sustainable
for ebb y standards.
The product application, Input design loads, dimensions and support information have been provided by SRI-
CCU I2 (D Z
0
System Floor
Member Type Drop Beam
Building Use Residential
Building Code IBC
Design Methodology ASD
PASSED
SUSTAINABLE FORESTRY INITIATIVE
4/11/2012 2:20:48 PM
Forte v3.5, Design Engine: V5.5.3.2
Page 1 of 1
S /23 P-t-A
2,9
Lab x.4-r-4
A 4571t i&S 6= 3 1 70 16
as (S,S)
6
„41
1
Z
/IAA? ;744' /610=
c
.236D Z5.-)P0
12.5
.c-
i a3Av
40°Vitli 4:1
JUN 1 2012
CITY OF PORT ANGELES
BUILDING DIVISION
7"