HomeMy WebLinkAboutLA172593 - 9128 187th St Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
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02: Main Level
Member Name Results Current Solution Comments
Drop Beam over Foyer/Great Room (H)Passed 3 Piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Flush Beam over Garage (V)Passed 2 Piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
03: Lower Level
Member Name Results Current Solution Comments
Drop Beam over Hallway (H)Passed 3 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
9128 187th Street W, Lakeville, MN.4te
JOB SUMMARY REPORT
Forte v5.5, Design Engine: V7.3.2.4
8/19/2019 10:21:10 AM
Page 1 of 4
9128 187th Street W, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
GBI Homes
9128 187th Street W, Lakeville, MN
Jansen Residence
8/19/2019; #23718
3 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.54"1680 4181 5861 None
2 - Trimmer - SPF 3.00"3.00"2.08"2242 5681 7923 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)7923 @ 12' 2 1/2"11419 (3.00")Passed (69%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)6281 @ 11' 1 1/8"11845 Passed (53%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)22719 @ 6' 4 3/16"26772 Passed (85%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.317 @ 6' 2 15/16"0.403 Passed (L/458)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.442 @ 6' 2 15/16"0.604 Passed (L/328)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 10' o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 4" o/c unless detailed otherwise.
Main Level, Drop Beam over Foyer/Great Room (H)MEMBER REPORT PASSED
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, 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 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/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 7/26/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 12' 4"N/A 18.2
1 - Uniform (PSF)0 to 4' 6" (Front)9'15.0 40.0 Floor - Upper Level
2 - Uniform (PSF)4' 6" to 12' 4"
(Front)23' 9"15.0 40.0 Floor - Upper Level
3 - Point (lb)4' 6" (Front)N/A 300 800 Floor - Stairs
Forte v5.5, Design Engine: V7.3.2.4
8/19/2019 10:21:10 AM
Page 2 of 4
9128 187th Street W, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
GBI Homes
9128 187th Street W, Lakeville, MN
Jansen Residence
8/19/2019; #23718
2 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
•At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
•¹ See Connector grid below for additional information and/or requirements.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Snow Total Accessories
1 - Hanger on 14" SPF beam 5.50"Hanger¹1.50"2642 343 1498 4483 See note ¹
2 - Trimmer - SPF 5.50"5.50"1.61"2610 338 1477 4425 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3925 @ 5 1/2"3938 (1.50")Passed (100%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3360 @ 1' 7 1/2"10707 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)15904 @ 8' 6 3/4"27897 Passed (57%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.183 @ 8' 6 3/4"0.405 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.507 @ 8' 6 3/4"0.810 Passed (L/383)--1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 9' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 7" o/c unless detailed otherwise.
Main Level, Flush Beam over Garage (V)MEMBER REPORT PASSED
Connector: Simpson Strong-Tie Connectors
Support Model Seat Length Top Nails Face Nails Member Nails Accessories
1 - Face Mount Hanger HHUS410 3.00"N/A 30-10d 10-10d None
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, 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 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/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 7/26/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live Snow
Loads Location (Side)Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)5 1/2" to 17'N/A 14.3
1 - Uniform (PSF)0 to 17' (Front)1'15.0 40.0 -Floor - Upper Level
2 - Uniform (PLF)0 to 17' (Front)N/A 80.0 --Wall - Upper Level
3 - Uniform (PLF)0 to 17' (Front)N/A 100.0 --Wall - Gable
4 - Uniform (PSF)0 to 17' (Front)3'20.0 -35.0 Snow - Main
5 - Uniform (PSF)0 to 17' (Front)2'20.0 -35.0 Snow - Garage
Forte v5.5, Design Engine: V7.3.2.4
8/19/2019 10:21:10 AM
Page 3 of 4
9128 187th Street W, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
GBI Homes
9128 187th Street W, Lakeville, MN
Jansen Residence
8/19/2019; #23718
3 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Loads to Supports (lbs)
Supports Total Available Required Dead Floor
Live Total Accessories
1 - Stud wall - SPF 3.00"3.00"2.27"1425 3642 5067 Blocking
2 - Pocket in masonry - concrete 3.50"3.50"2.84"3683 9362 13045 None
All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)13045 @ 7' 6 1/2"16078 (3.50")Passed (81%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)3690 @ 1' 1/2"10308 Passed (36%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)9089 @ 3' 10"15633 Passed (58%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.131 @ 3' 10"0.247 Passed (L/681)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.182 @ 3' 10"0.371 Passed (L/489)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2012
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Top Edge Bracing (Lu): Top compression edge must be braced at 7' 9" o/c unless detailed otherwise.
•Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 9" o/c unless detailed otherwise.
Lower Level, Drop Beam over Hallway (H)MEMBER REPORT PASSED
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, 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 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/document-library.
The product application, input design loads, dimensions and support information have been provided by IDR; plan dated 7/26/2019.
Weyerhaeuser Notes
Tributary Dead Floor Live
Loads Location (Side)Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 7' 8 1/2"N/A 15.6
1 - Uniform (PSF)0 to 7' 8 1/2"
(Front)23' 9"15.0 40.0 Floor - Main Level
2 - Point (lb)7' 8 1/2" (Front)N/A 2242 5681
Linked from: Drop
Beam over
Foyer/Great Room
(H), Support 2
Forte v5.5, Design Engine: V7.3.2.4
8/19/2019 10:21:10 AM
Page 4 of 4
9128 187th Street W, Lakeville, MN.4te
Forte Software Operator
Jeffrey Doty, Design Supervisor
Lyman Lumber Company
(952) 470-4866
jeff_doty@lymanlumber.com
Job Notes
GBI Homes
9128 187th Street W, Lakeville, MN
Jansen Residence
8/19/2019; #23718