HomeMy WebLinkAboutLA192018 - 17916 Greenwich Way Permit PackRESIDENTIAL BUILDING
PERMIT APPLICATION
CITY OF LAKEVILLE
BUILDING INSPECTIONS DEPARTMENT
20195 HOLYOKE AVENUE
LAKEVILLE, MN 55044
952-985-4440
Office Use Only
__________________
Permit Number
___________________
Received By
___________________
Date Received
___________________
Fee Total
SITE ADDRESS:
MAILING ADDRESS: CITY: STATE: ZIP:
JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________
LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________
ESTIMATED VALUATION: PROPOSED START DATE: END DATE:
(New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION:
APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL
NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED)
PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License)
RESIDENT OWNER
NAME:_______________________________________________________________________________
HOME PHONE #:_____________________________ CELL PHONE:___________________________
GENERAL CONTRACTOR
Homeowner
Contractor
CONTRACTOR:_______________________________________________________________________
LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE)
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
PLUMBING WORK
Homeowner
Contractor
CONTRACTOR:__________________________________________LICENSE #: PM______________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
MECHANICAL WORK
Homeowner
Contractor
CONTRACTOR:________________________________________ _______________________________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
HOME PHONE _____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE
ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY
APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND
ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND
WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START
WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN.
NAME OF APPLICANT (Please Print)DATE
APPLICANT’S SIGNATURE:
www.lakevillemn.gov
RESIDENTIAL 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:
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 952-985-4499 fax
www.lakevillemn.gov
Sewer & Water Tie Card
Address:________________________________________
Contractor:______________________________________
Permit Number:__________________________________
Final Date:________________
Street Drain-Tile:______
Size of Water Service: 1”
Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS
THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME
OF SEWER & WATER INSPECTION
W07W07W07W07W07W07W07W07W07W07W07W0715'-3 3/4"7'-11 1/2"12'30'37'-10"13'-9 1/2"10'-4 1/2"5'64'-4"29'15'-3 3/4"19'-8 1/4"19'-8 1/4"40'3'8'8'-1"20'-11"40'17'23'6'60'60'4'-8"17'-1" 2x6 load bearing wallw/ 16" x 8" stripfootings18" floor trusses @19.2" O.C. ! "#Fire proof below stairsOptional FPWINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTIONW02 2652DH 2 1 2652DH 30 " 62 " DOUBLE HUNGW03 3020AW 1 1 3020AW 36 " 24 " AWNINGW04 3052DH 2 1 3052DH 36 " 62 " DOUBLE HUNGW05 6050MU 1 1 6050 72 " 60 " MULLED UNITW06 9150MU 1 1 9150 109 " 60 " MULLED UNITW07 5246MU 4 0 5246 62 " 54 " MULLED UNITWINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTIONW02 2652DH 2 1 2652DH 30 " 62 " DOUBLE HUNGW03 3020AW 1 1 3020AW 36 " 24 " AWNINGW04 3052DH 2 1 3052DH 36 " 62 " DOUBLE HUNGW05 6050MU 1 1 6050 72 " 60 " MULLED UNITW06 9150MU 1 1 9150 109 " 60 " MULLED UNITW07 5246MU 4 0 5246 62 " 54 " MULLED UNITWINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTIONW02 2652DH 2 1 2652DH 30 " 62 " DOUBLE HUNGW03 3020AW 1 1 3020AW 36 " 24 " AWNINGW04 3052DH 2 1 3052DH 36 " 62 " DOUBLE HUNGW05 6050MU 1 1 6050 72 " 60 " MULLED UNITW06 9150MU 1 1 9150 109 " 60 " MULLED UNITW07 5246MU 4 0 5246 62 " 54 " MULLED UNITOrfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET:
SCALE:
1/4"=1'0"Basement Floor Plan$$$$%&& ’& ( ($$$$$$$$$$DATE:****(2) 2x10 HDR UNO*****Header spans up to 3'11"=1 trimmers, 4'0" and bigger =2 trimmers UNOPROJECT DESCRIPTION:SHEET TITLE:Sketch #5"The Chelsea"A-14/27/2021(2) 9 1/2” lvl (2) 9 1/2” lvl (2) 9 1/2” lvl (2) 9 1/2” lvl SmokeCOSmokeFANUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.Footings mustextend beyondbearing wall ends.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode06/21/2021dmathews
WINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTIONW02 2652DH 2 1 2652DH 30 " 62 " DOUBLE HUNGW03 3020AW 1 1 3020AW 36 " 24 " AWNINGW04 3052DH 2 1 3052DH 36 " 62 " DOUBLE HUNGW05 6050MU 1 1 6050 72 " 60 " MULLED UNITW06 9150MU 1 1 9150 109 " 60 " MULLED UNITW07 5246MU 4 0 5246 62 " 54 " MULLED UNITDWW02W02W02W04W04W04W04W04W04W02W02W02W06W06W06W05W05W05W03W03W03SDSDSDCO/SDCO/SD1'2'-3"2'9'-11"23'-6 1/2"20'28'-6 1/2"3'64'29'17'-8"17'-4"40'3'8'8'-1"20'-11"2'-6 1/2"10'-5 1/2"10'-5 1/2"2'-5"3'-2"2'-5"40'40'7'-7 7/8"7'-7 7/8"12'-8 1/4"12'10'64'27'-6"13'-6"6'13'8'-6"19'6'-9"6'-9"6'-8 1/4"8'-3 3/4"4'4'15'8'5'4'2'-6"5'4'4'6'17'-4"10'13'9'-1"10'-4 1/2"60'4'9'8' Tall Garage Door)* +%(2) 9 1/2" LVL, "--&&.!# // ( !0 0 & (2) 11 7/8" LVL11 ( 0 ),’!%0!Portal frame this wall& 2)),23 34 5 "(6!)*+# 6%" +# 7&+# 7&" 1&.! Orfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET:
SCALE:
1/4"=1'0"Main Floor PlanDATE:PROJECT DESCRIPTION:SHEET TITLE:Sketch #5"The Chelsea"A-2****(2) 2x10 HDR UNO*****Header spans up to 3'11"=1 trimmers, 4'0" and bigger =2 trimmers UNO."."-, 6-89,4/27/2021(2) 9 1/2” lvl FANFANPFHPFH-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
Orfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET:
SCALE:
DATE:Elevations1/4"=1'0"PROJECT DESCRIPTION:SHEET TITLE:Sketch #5"The Chelsea"A-3Window maximum U factor: .32Window fall protection is requied where the lowest part of the opening islocated more than 72" above finished floor. Operable sections ofwindows shall not permit openings that allow passage of a 4" diametersphere where such openings are located withing 36" of the finished floor.4/27/2021Siding Percentage 124/176 Stone 70%52/176 LP Lap siding 30%Sides and back LP Lap siding
Orfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET:
SCALE:Cross Section1/4"=1'0"
DATE:PROJECT DESCRIPTION:SHEET TITLE:Sketch #5"The Chelsea"A-44/27/2021
16'6"
16'3"
1 SPF End Grain 2 SPF End Grain
3 1/2"
11 7/8"
1
2
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Main LevelH1 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Header
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Header Supports
Glass:
No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 0 824 1386 0 0
2 Vertical 0 824 1386 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 8979 ft-lb 8'3"22888 ft-lb 0.392 (39%)D+S L
Shear 1923 lb 15'4 5/8"9081 lb 0.212 (21%)D+S L
LL Defl inch 0.294 (L/669)8'3 1/16"0.819 (L/240)0.359 (36%)S L
TL Defl inch 0.469 (L/419)8'3 1/16"1.092 (L/180)0.429 (43%)D+S L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"Vert 56%824 / 1386 2210 L D+S
2 -SPF
End
Grain
1.500"Vert 56%824 / 1386 2210 L D+S
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code.
2 Dead Load Deflection: Instant = 0.175", Long Term = 0.262".
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously laterally braced.
8 Bottom must be laterally braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 4-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
2 Uniform Top 20 PLF 0 PLF 0 PLF 0 PLF 0 PLF
Self Weight 12 PLF
This design is valid until 5/24/2024
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 1 of 16
3'6"
3'3"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Main LevelH2 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Header
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Header Supports
Glass:
No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 0 238 588 0 0
2 Vertical 0 238 588 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 672 ft-lb 1'9"3946 ft-lb 0.170 (17%)D+S L
Unbraced 672 ft-lb 1'9"3946 ft-lb 0.170 (17%)D+S L
Shear 403 lb 10 3/4"2872 lb 0.140 (14%)D+S L
LL Defl inch 0.004
(L/11438)
1'9 1/16"0.169 (L/240)0.021 (2%)S L
TL Defl inch 0.005 (L/8142)1'9 1/16"0.225 (L/180)0.022 (2%)D+S L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"Vert 43%238 / 588 826 L D+S
2 -SPF
End
Grain
1.500"Vert 43%238 / 588 826 L D+S
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support
may also be required at the interior bearings by the building code.
2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
3 Refer to last page of calculations for fasteners required for specified loads.
4 Girders are designed to be supported on the bottom edge only.
5 Top loads must be supported equally by all plies.
6 Top must be continuously laterally braced.
7 Bottom must be laterally braced at bearings.
8 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 8-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 5/24/2024
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 2 of 16
3'6"
3'3"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Main LevelH3 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Header
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Header Supports
Glass:
No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 0 60 147 0 0
2 Vertical 0 60 147 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 168 ft-lb 1'9"3946 ft-lb 0.043 (4%)D+S L
Unbraced 168 ft-lb 1'9"3946 ft-lb 0.043 (4%)D+S L
Shear 101 lb 10 3/4"2872 lb 0.035 (4%)D+S L
LL Defl inch 0.001
(L/45750)
1'9 1/16"0.169 (L/240)0.005 (1%)S L
TL Defl inch 0.001
(L/32568)
1'9 1/16"0.225 (L/180)0.006 (1%)D+S L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"Vert 11%60 / 147 207 L D+S
2 -SPF
End
Grain
1.500"Vert 11%60 / 147 207 L D+S
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support
may also be required at the interior bearings by the building code.
2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
3 Refer to last page of calculations for fasteners required for specified loads.
4 Girders are designed to be supported on the bottom edge only.
5 Top loads must be supported equally by all plies.
6 Top must be continuously laterally braced.
7 Bottom must be laterally braced at bearings.
8 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 5/24/2024
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 3 of 16
2'9"
2'6"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Main LevelH4 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Header
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Header Supports
Glass:
No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 0 94 231 0 0
2 Vertical 0 94 231 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 203 ft-lb 1'4 1/2"3946 ft-lb 0.052 (5%)D+S L
Unbraced 203 ft-lb 1'4 1/2"3946 ft-lb 0.052 (5%)D+S L
Shear 113 lb 10 3/4"2872 lb 0.039 (4%)D+S L
LL Defl inch 0.001
(L/48618)
1'4 1/2"0.131 (L/240)0.005 (0%)S L
TL Defl inch 0.001
(L/34609)
1'4 1/2"0.175 (L/180)0.005 (1%)D+S L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"Vert 17%94 / 231 325 L D+S
2 -SPF
End
Grain
1.500"Vert 17%94 / 231 325 L D+S
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support
may also be required at the interior bearings by the building code.
2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
3 Refer to last page of calculations for fasteners required for specified loads.
4 Girders are designed to be supported on the bottom edge only.
5 Top loads must be supported equally by all plies.
6 Top must be continuously laterally braced.
7 Bottom must be laterally braced at bearings.
8 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 4-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 5/24/2024
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 4 of 16
6'3"
6'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Main LevelH5 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Header
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Header Supports
Glass:
No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 0 213 525 0 0
2 Vertical 0 213 525 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1107 ft-lb 3'1 1/2"3946 ft-lb 0.280 (28%)D+S L
Unbraced 1107 ft-lb 3'1 1/2"3946 ft-lb 0.280 (28%)D+S L
Shear 526 lb 5'4 1/4"2872 lb 0.183 (18%)D+S L
LL Defl inch 0.019 (L/3827)3'1 1/2"0.306 (L/240)0.063 (6%)S L
TL Defl inch 0.027 (L/2724)3'1 1/2"0.408 (L/180)0.066 (7%)D+S L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"Vert 39%213 / 525 738 L D+S
2 -SPF
End
Grain
1.500"Vert 39%213 / 525 738 L D+S
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support
may also be required at the interior bearings by the building code.
2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
3 Refer to last page of calculations for fasteners required for specified loads.
4 Girders are designed to be supported on the bottom edge only.
5 Top loads must be supported equally by all plies.
6 Top must be continuously laterally braced.
7 Bottom must be laterally braced at bearings.
8 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 4-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 5/24/2024
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 5 of 16
6'3"
6'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Main LevelH6 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Header
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Header Supports
Glass:
No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 0 1145 2756 0 0
2 Vertical 0 1145 2756 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 5855 ft-lb 3'1 1/2"15016 ft-lb 0.390 (39%)D+S L
Shear 2765 lb 5'4"7265 lb 0.381 (38%)D+S L
LL Defl inch 0.070 (L/1047)3'1 1/2"0.306 (L/240)0.229 (23%)S L
TL Defl inch 0.099 (L/740)3'1 1/2"0.408 (L/180)0.243 (24%)D+S L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"Vert 99%1145 / 2756 3902 L D+S
2 -SPF
End
Grain
1.500"Vert 99%1145 / 2756 3902 L D+S
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code.
2 Dead Load Deflection: Instant = 0.029", Long Term = 0.044".
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously laterally braced.
8 Bottom must be laterally braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 21-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 5/24/2024
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 6 of 16
3'3"
3'
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
1
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Main LevelH7 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Header
Plies:3
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: Yes
Header Supports
Glass:
No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 0 580 1433 0 0
2 Vertical 0 580 1433 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1512 ft-lb 1'7 1/2"6807 ft-lb 0.222 (22%)D+S L
Unbraced 1512 ft-lb 1'7 1/2"6807 ft-lb 0.222 (22%)D+S L
Shear 903 lb 10 3/4"4308 lb 0.210 (21%)D+S L
LL Defl inch 0.005 (L/8233)1'7 1/2"0.156 (L/240)0.029 (3%)S L
TL Defl inch 0.006 (L/5861)1'7 1/2"0.208 (L/180)0.031 (3%)D+S L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"Vert 70%580 / 1433 2013 L D+S
2 -SPF
End
Grain
1.500"Vert 70%580 / 1433 2013 L D+S
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support
may also be required at the interior bearings by the building code.
2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
3 Refer to last page of calculations for fasteners required for specified loads.
4 Girders are designed to be supported on the bottom edge only.
5 Top loads must be supported equally by all plies.
6 Top must be continuously laterally braced.
7 Bottom must be laterally braced at bearings.
8 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 21-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 5/24/2024
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 7 of 16
12'3"
12'
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Main LevelH8 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Header
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Header Supports
Glass:
No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 0 475 1029 0 0
2 Vertical 0 475 1029 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 4512 ft-lb 6'1 1/2"15016 ft-lb 0.300 (30%)D+S L
Shear 1286 lb 11"7265 lb 0.177 (18%)D+S L
LL Defl inch 0.174 (L/836)6'1 1/2"0.606 (L/240)0.287 (29%)S L
TL Defl inch 0.254 (L/572)6'1 1/2"0.808 (L/180)0.315 (31%)D+S L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"Vert 38%475 / 1029 1504 L D+S
2 -SPF
End
Grain
1.500"Vert 38%475 / 1029 1504 L D+S
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code.
2 Dead Load Deflection: Instant = 0.080", Long Term = 0.120".
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously laterally braced.
8 Bottom must be laterally braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 4-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 5/24/2024
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 8 of 16
9'4"
9'1"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Main LevelH9 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Header
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Header Supports
Glass:
No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 0 317 784 0 0
2 Vertical 0 317 784 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2501 ft-lb 4'8"3946 ft-lb 0.634 (63%)D+S L
Unbraced 2501 ft-lb 4'8"3946 ft-lb 0.634 (63%)D+S L
Shear 890 lb 10 3/4"2872 lb 0.310 (31%)D+S L
LL Defl inch 0.098 (L/1126)4'8"0.460 (L/240)0.213 (21%)S L
TL Defl inch 0.138 (L/802)4'8"0.614 (L/180)0.225 (22%)D+S L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"Vert 58%317 / 784 1101 L D+S
2 -SPF
End
Grain
1.500"Vert 58%317 / 784 1101 L D+S
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support
may also be required at the interior bearings by the building code.
2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
3 Refer to last page of calculations for fasteners required for specified loads.
4 Girders are designed to be supported on the bottom edge only.
5 Top loads must be supported equally by all plies.
6 Top must be continuously laterally braced.
7 Bottom must be laterally braced at bearings.
8 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 4-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
This design is valid until 5/24/2024
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 9 of 16
5'8"
5'2"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Lower LevelB1 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 968 1713 2499 0 0
2 Vertical 968 1713 2499 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 5329 ft-lb 2'10"15016 ft-lb 0.355 (35%)D+0.75(L+S)L
Shear 2735 lb 1' 1/2"7265 lb 0.376 (38%)D+0.75(L+S)L
LL Defl inch 0.044 (L/1460)2'10"0.176 (L/360)0.247 (25%)0.75(L+S)L
TL Defl inch 0.072 (L/880)2'10"0.265 (L/240)0.273 (27%)D+0.75(L+S)L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"Vert 55%1713 / 2600 4313 L D+0.75(L+S)
2 -SPF
End
Grain
3.000"Vert 55%1713 / 2600 4313 L D+0.75(L+S)
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code.
2 Dead Load Deflection: Instant = 0.029", Long Term = 0.043".
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously laterally braced.
8 Bottom must be laterally braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 8-6-8 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Uniform 21-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 5/24/2024
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 10 of 16
5'8"
5'2"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Lower LevelB2 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 1105 1764 2499 0 0
2 Vertical 1105 1764 2499 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 5519 ft-lb 2'10"15016 ft-lb 0.368 (37%)D+0.75(L+S)L
Shear 2833 lb 4'7 1/2"7265 lb 0.390 (39%)D+0.75(L+S)L
LL Defl inch 0.045 (L/1404)2'10"0.176 (L/360)0.256 (26%)0.75(L+S)L
TL Defl inch 0.075 (L/850)2'10"0.265 (L/240)0.282 (28%)D+0.75(L+S)L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"Vert 57%1764 / 2703 4467 L D+0.75(L+S)
2 -SPF
End
Grain
3.000"Vert 57%1764 / 2703 4467 L D+0.75(L+S)
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code.
2 Dead Load Deflection: Instant = 0.030", Long Term = 0.044".
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously laterally braced.
8 Bottom must be laterally braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 9-9-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Uniform 21-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 5/24/2024
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 11 of 16
5'8"
5'2"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3 4
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Lower LevelB3 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 963 1926 3013 0 0
2 Vertical 963 2136 3491 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 7310 ft-lb 3'3 7/8"15016 ft-lb 0.487 (49%)D+S L
Shear 5378 lb 4'7 1/2"7265 lb 0.740 (74%)D+S L
LL Defl inch 0.062 (L/1025)3' 3/16"0.176 (L/360)0.351 (35%)S L
TL Defl inch 0.099 (L/642)2'11 15/16"0.265 (L/240)0.374 (37%)D+S L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"Vert 63%1926 / 3013 4940 L D+S
2 -SPF
End
Grain
3.000"Vert 71%2136 / 3491 5627 L D+S
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code.
2 Dead Load Deflection: Instant = 0.037", Long Term = 0.056".
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously laterally braced.
8 Bottom must be laterally braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 8-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Part. Uniform 0-0-0 to 4-3-0 21-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
4 Point 4-3-0 Top 1145 lb 0 lb 2756 lb 0 lb 0 lb H6 Brg 1
Bearing Length 0-3-8
Self Weight 10 PLF
This design is valid until 5/24/2024
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 12 of 16
5'8"
5'2"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Lower LevelB4 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 1303 1839 2499 0 0
2 Vertical 1303 1839 2499 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 5795 ft-lb 2'10"15016 ft-lb 0.386 (39%)D+0.75(L+S)L
Shear 2974 lb 4'7 1/2"7265 lb 0.409 (41%)D+0.75(L+S)L
LL Defl inch 0.048 (L/1331)2'10"0.176 (L/360)0.270 (27%)0.75(L+S)L
TL Defl inch 0.078 (L/809)2'10"0.265 (L/240)0.297 (30%)D+0.75(L+S)L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"Vert 60%1839 / 2852 4691 L D+0.75(L+S)
2 -SPF
End
Grain
3.000"Vert 60%1839 / 2852 4691 L D+0.75(L+S)
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support may also be required at the interior bearings by the building code.
2 Dead Load Deflection: Instant = 0.031", Long Term = 0.046".
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously laterally braced.
8 Bottom must be laterally braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 11-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Uniform 21-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF
Self Weight 10 PLF
This design is valid until 5/24/2024
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2020 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 13 of 16
4'6"
4'6"
1 SPF 2 SPF
3"
9 1/4"
1
2
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Lower LevelB5 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:480
Deflection TL:240
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 1058 397 0 0 0
2 Vertical 1058 397 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1320 ft-lb 2'3"3431 ft-lb 0.385 (38%)D+L L
Unbraced 1320 ft-lb 2'3"3299 ft-lb 0.400 (40%)D+L L
Shear 1266 lb 1' 3/4"2498 lb 0.507 (51%)D+L L
LL Defl inch 0.010 (L/4761)2'3 1/16"0.101 (L/480)0.101 (10%)L L
TL Defl inch 0.014 (L/3463)2'3 1/16"0.202 (L/240)0.069 (7%)D+L L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF 3.500"Vert 33%397 / 1058 1454 L D+L
2 -SPF 3.500"Vert 33%397 / 1058 1454 L D+L
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support
may also be required at the interior bearings by the building code.
2 Fasten all plies using 4 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
3 Refer to last page of calculations for fasteners required for specified loads.
4 Girders are designed to be supported on the bottom edge only.
5 Top must be laterally braced at end bearings.
6 Bottom must be laterally braced at end bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 3-0-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform 8-9-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
This design is valid until 5/24/2024
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 14 of 16
3'3"
3'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
2
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Lower LevelB6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 959 441 0 0 0
2 Vertical 959 441 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1051 ft-lb 1'7 1/2"3431 ft-lb 0.306 (31%)D+L L
Unbraced 1051 ft-lb 1'7 1/2"3431 ft-lb 0.306 (31%)D+L L
Shear 628 lb 2'4 1/4"2498 lb 0.251 (25%)D+L L
LL Defl inch 0.005 (L/8205)1'7 1/2"0.104 (L/360)0.044 (4%)L L
TL Defl inch 0.007 (L/5621)1'7 1/2"0.156 (L/240)0.043 (4%)D+L L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"Vert 73%441 / 959 1400 L D+L
2 -SPF
End
Grain
1.500"Vert 73%441 / 959 1400 L D+L
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support
may also be required at the interior bearings by the building code.
2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
3 Refer to last page of calculations for fasteners required for specified loads.
4 Girders are designed to be supported on the bottom edge only.
5 Top loads must be supported equally by all plies.
6 Top must be continuously laterally braced.
7 Bottom must be laterally braced at bearings.
8 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 14-9-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 50 PLF 0 PLF 0 PLF 0 PLF 0 PLF
This design is valid until 5/24/2024
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 15 of 16
3'3"
3'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
2
Client:Summergate Companies
Project:40'x 64' overall footprint.
Address:No site address provided.
Date:6/18/2021
Input by:Tim Stiehm
Job Name:Sketch #5 The Chelsea Style Plan, Dated 4-27-21
Project #:Tom Siegel, Salesman
Level: Lower LevelB7 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 21.40.338Powered by iStructDataset: 21042601.3993
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal -II
Temperature: Temp <= 100°F
Application:Floor
Design Method:ASD
Building Code:IBC/IRC 2015
Load Sharing: No
Deck:Not Checked
Reactions UNPATTERNED lb (Uplift)
Brg Direction Live Dead Snow Wind Const
1 Vertical 1300 569 0 0 0
2 Vertical 1300 569 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1404 ft-lb 1'7 1/2"3431 ft-lb 0.409 (41%)D+L L
Unbraced 1404 ft-lb 1'7 1/2"3431 ft-lb 0.409 (41%)D+L L
Shear 839 lb 2'4 1/4"2498 lb 0.336 (34%)D+L L
LL Defl inch 0.006 (L/6051)1'7 1/2"0.104 (L/360)0.059 (6%)L L
TL Defl inch 0.009 (L/4210)1'7 1/2"0.156 (L/240)0.057 (6%)D+L L
Bearings
Bearing Length Dir.Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"Vert 98%569 / 1300 1869 L D+L
2 -SPF
End
Grain
1.500"Vert 98%569 / 1300 1869 L D+L
Design Notes
1 Provide support to prevent lateral movement and rotation at the end bearings. Lateral support
may also be required at the interior bearings by the building code.
2 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
3 Refer to last page of calculations for fasteners required for specified loads.
4 Girders are designed to be supported on the bottom edge only.
5 Top loads must be supported equally by all plies.
6 Top must be continuously laterally braced.
7 Bottom must be laterally braced at bearings.
8 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 20-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 50 PLF 0 PLF 0 PLF 0 PLF 0 PLF
This design is valid until 5/24/2024
Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124
952-432-0600
Page 16 of 16
TOTAL INPUT OF APPLIANCES1,
THOUSANDS OF Btu/hr
(kW)
REQUIRED FREE AREA OF AIR-SUPPLY
OPENING OR DUCT, SQUARE INCHES
(sq mm)
ACCEPTABLE APPROXIMATE ROUND DUCT
EQUIVALENT DIAMETER2,
INCH (mm)
25 (8)7 (4,500)3 (75)
50 (15)7 (4,500)3 (75)
75(23)11 (7,000)4 (100)
100 (30)14 (9,000)4 (100)
125 (37)18 (12,000)5 (125)
150 (45)22 (14,000)5 (125)
175 (53)25 (16,000)6 (150)
200 (60)29 (19,000)6 (150)
225 (68)32 (21,000)6 (150)
250 (75)36 (23,000)7 (175)
275 (83)40 (26,000)7 (175)
300 (90)43 (28,000)7 (175)
325 (98)47 (30,000)8 (200)
350 (105)50 (32,000)8 (200)
375 (113)54 (35,000)8 (200)
400 (120)58 (37,000)9 (225)
1. For total inputs falling between listed capacities, use next largest listed input.
2. If flexible duct is used, increase the duct diameter by one inch. *
*Flexible duct shall be stretched with minimal sags.
TABLE 304.1
COMBUSTION AIR REQUIREMENTS FOR GAS-FIRED
APPLIANCES WHEN THE COMBINED INPUT IS UP TO
AND INCLUDING 400,000 Btu/hr
BTU Amount for Non-direct vent appliances_____________________
1 2 3 4 5 6 2
Conditioned space1 (in sq. ft.)
Total/
Continuous
Total/
Continuous
Total/
Continuous
Total/
Continuous
Total/
Continuous
Total/
Continuous
1000-1500 60/40 75/40 90/45 105/53 120/60 135/68
1501-2000 70/40 85/43 100/50 115/58 130/65 145/73
2001-2500 80/40 95/48 110/55 125/63 140/70 155/78
2501-3000 90/45 105/53 120/60 135/68 150/75 165/83
3001-3500 100/50 115/58 130/65 145/73 160/80 175/88
3501-4000 110/55 125/63 140/70 155/78 170/85 185/93
4001-4500 120/60 135/68 150/75 165/83 180/90 195/98
4501-5000 130-65 145/73 160/80 175/88 190/95 205/103
5001-5500 140/70 155/78 170/85 185/93 200/100 215/108
5501-6000 2 150/75 165/83 180/90 195/98 210/105 225/113
1. Conditioned space includes the basement and conditioned crawl spaces.
2. If conditioned space exceeds 6000 sq. ft. or there are more than 6 bedrooms, use Equation R403.5.2
R403.5.2 Total Ventilation rate.
The mechanical ventilation system shall rovide sufficient outdoor air to equal the total ventilation rate average
for each 1- hour period in accordance with Table R403.5.2, or Equation 403.5.2, based on the number of bedrooms and
square footage of conditioned space, including the basement and conditioned crawl spaces.
For the purposes of Table R403.5.2 and Section R403.5.3, the following applies:
a. Equation R403.5.2 Total ventilation rate:
Total ventilation rate (cfm) = (0.02 x square feet of conditioned space) + (15 x (number of bedrooms +1))
b. Equation R403.5.2.1 Continuous ventilation rate: Continuous ventilation rate (cfm) = Total ventiation rate/2
Amount Total _________________________
Amount Continuous____________________
TABLE R403.5.2
NUMBER OF BEDROOMS
VENTILATION REQUIREMENTS
ONE OR MULTIPLE POWER VENT
OR DIRECT VENT APPLIANCES OR
NO COMBUSTION APPLIANCESA
ONE OR MULTIPLE FAN-
ASSISTED APPLIANCES AND
POWER VENT OR DIRECT
VENT APPLIANCESB
ONE ATMOSPHERICALLY
VENTED GAS OR OIL
APPLIANE OR ONE
SOLID FUEL APPLIANCEC
MULTIPLE APPLIANCES THAT
ARE ATMOSPHERICALLY
VENTED GAS OR OIL
APPLIANCES OR SOLID FUEL
APPLIANCESD
1. Use the Appropriate Column to Estimate House Infiltration
a) pressure factor
(cfm/sf)
b) conditioned floor
area (sf)
(including unfinished basements)
Estimated House
Infiltration (cfm):
[1a x 1b]
2. Exhaust Capacity
a) clothes dryer
b) 80% of largest
exhaust rating (cfm):
(not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust)
c) 80% of next largest
exhaust rating (cfm):not applicable
(not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust)
Total Exhaust Capacity
(cfm):
[2a+2b+2c]
3. Makeup Air Requirement
a) Total Exhaust
Capacity
(from above)
b) Estimated House
Infiltration (from
above)
Makeup Air
Quality (cfm):
[3a - 3b]
(if value is negative, no makeup air is needed
4. For Makeup Air Opening Sizing, refer to Table 501.4.2.
A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances.
B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included.
C. Use this column if there is one atmospherically vented (other than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance.
D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically
vented gas or oil appliances and solid fuel appliances.
Table 501.4.1
Procedure to Determine Makeup Air Quantity for Exhaust Appliances in Dwelling Units
Choose Which Applies
TYPE OF OPENING
ONE OR MULTIPLE POWER
VENT OR DIRECT VENT
APPLIANCES OR NO
COMBUSTION
APPLIANCESA
ONE OR MULTIPLE FAN-
ASSISTED APPLIANCES
AND POWER VENT OR
DIRECT VENT APPLIANCESB
ONE
ATMOSPHERICALLY
VENTED GAS OR OIL
APPLIANCE OR ONE
SOLID FUEL
APPLIANCEC
MULTIPLE APPLIANCES
THAT ARE
ATMOSPHERICALLY
VENTED GAS OR OIL
APPLIANCES OR SOLID
FUEL APPLIANCESD
PASSIVE MAKEUP
AIR OPENING
DUCT
DIAMETERE,F,G
OR SYSTEM (cfm)(cfm)(cfm)(cfm)(inches)
Passive opening 1-36 1-22 1-15 1-9 3
Passive opening 37-66 23-41 16-28 10-17 4
Passive opening 67-109 42-66 29-46 18-28 5
Passive opening 110-163 67-100 47-69 29-42 6
Passive opening 164-232 101-143 70-99 43-61 7
Passive opening 233-317 144-195 100-135 62-83 8
Passive opening
with motorized
damper 318-419 196-258 136-179 84-110 9
Passive opening
with motorized
damper 420-539 259-332 180-230 111-142 10
Passive opening
with motorized
damper 540-679 333-419 231-290 143-179 11
Powered makeup
airH >679 >419 >290 >179 Not applicable
A. Use this column if there are other than fan-assisted or atmospherically vented gas or oil appliances or if there are no combustion appliances.
B. Use this column if there is one fan-assisted appliance per venting system. Other than atmospherically vented appliances may also be included.
C. Use this column if there is one atmospherically vented (ther than fan-assisted) gas or oil appliance per venting system or one solid fuel appliance.
D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented
gas or oil appliances and solid fuel appliances.
E. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90-degree
elbow to determine the remaining length of straight duct allowable.
F. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags.
G. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed.
H. Powered makeup air shall be electrically interlocked with the largest exhaust system.
Table 501.4.2
Makeup Air Opening Sizing Table for New and Existing Dwelling Units
IFGC Appendix E, Worksheet E-1
Residential Combustion Air Calculation Method
(for Furnace, Boiler, and/or Water Heater in the Same Space)
Step 1: Complete vented combution appliace information:
Furnace/Boiler:
Draft Hood Fan Assisted Direct Vent Input: Btu/hr
(Not fan Assisted) & Power Vent
Water Heater:
Draft Hood Fan Assisted Direct Vent Input: Btu/hr
( Not fan Assisted) & Power Vent
Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances.
The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3
Step 3: Determine air Changes per Hour (ACH)1
Default ACH values have been incorporated into Table E-1 for use with Method 4b (KAIR Method). If the year of construction
or ACH is not known, use method 4a (Standard Method).
Step 4: Determine Required Volume for Combustion Air.
4a. Standard Method
Total Btu/hr input of all combustion appliances (DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr
Use Standard Method column in Table E-1 to find Total Required Volume (TRV) TRV: ft3
If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed.
If CAS Volume (from Step 2) is less than TRV then go to STEP 5.
4b. Known Air Infiltration Rate (KAIR) Method
Total Btu/hr input of all fan-assisted and power vent appliances
(DO NOT COUNT DIRECT VENT APPLIANCES) Input: Btu/hr
Use Fan-Assisted Appliances column in Table E-1 to find
Required Volume Fan Assisted (RVFA) RVFA: ft3
Total Btu/hr input of all non-fan-assisted appliances Input: Btu/hr
Use Non-Fan-Assisted Appliances column in Table E-1 to find
Required Volume Non-Fan-Assisted (RVNFA) RVNFA: ft3
Total Required Volume (TRV) = RVFA + RVNFA TRV = + = ft3
If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed.
If CAS Volume (from Step 2) is less than TRV then go to STEP 5.
Step 5: Calculate the ratio of available interior volume to the total required volume.
Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio =
Step 6: Calculate Reduction Factor (RF).
RF = 1 minus Ratio RF = - =
Step 7: Calculate single outdoor opening as if all combustion air is from outside.
Total Btu/hr input of all Combustion Appliances in the same CAS (EXCEPT DIRECT VENT) Input: Btu/hr
Combustion Air Opening Area (CAOA):
Total Btu/hr divided by 3000 Btu/hr per in2 / Btu/hr per in
2 = in2
Step 8: Calculate Minimum CAOA.
Minimum CAOA = CAOA multiplied by RF Minimum CAOA = x = in2
Step 9: Calculate Combustion Air Opening Diameter (CAOD)
CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 x Minimum CAOA = in
1If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section 304.
CAOA =
IFGC Appendix E, Table E-1
Residential Combustion Air Required Volume (Required Interior Volume Based on Input Rating of Appliances)
Known Air Infiltration Rate (KAIR) Method (ft3)
Input Rating Standard Method Fan Assisted Non-Fan-Assisted
(Btu/hr) (ft3) 19941 to Present Pre 19942 19941 to Present Pre 19942
5,000 250 375 188 525 263
10,000 500 750 375 1,050 525
15,000 750 1,125 563 1,575 788
20,000 1,000 1,500 750 2,100 1,050
25,000 1,250 1,875 938 2,625 1,313
30,000 1,500 2,250 1,125 3,150 1,575
35,000 1,750 2,625 1,313 3,675 1,838
40,000 2,000 3,000 1,500 4,200 2,100
45,000 2,250 3,375 1,688 4,725 2,363
50,000 2,500 3,750 1,875 5,250 2,625
55,000 2,750 4,125 2,063 5,775 2,888
60,000 3,000 4,500 2,250 6,300 3,150
65,000 3,250 4,875 2,438 6,825 3,413
70,000 3,500 5,250 2,625 7,350 3,675
75,000 3,750 5,625 2,813 7,875 3,938
80,000 4,000 6,000 3,000 8,400 4,200
85,000 4,250 6,375 3,188 8,925 4,463
90,000 4,500 6,750 3,375 9,450 4,725
95,000 4,750 7,125 3,563 9,975 4,988
100,000 5,000 7,500 3,750 10,500 5,250
105,000 5,250 7,875 3,938 11,025 5,513
110,000 5,500 8,250 4,125 11,550 5,775
115,000 5,750 8,625 4,313 12,075 6,038
120,000 6,000 9,000 4,500 12,600 6,300
125,000 6,250 9,375 4,688 13,125 6,563
130,000 6,500 9,750 4,875 13,650 6,825
135,000 6,750 10,125 5,063 14,175 7,088
140,000 7,000 10,500 5,250 14,700 7,350
145,000 7,250 10,875 5,438 15,225 7,613
150,000 7,500 11,250 5,625 15,750 7,875
155,000 7,750 11,625 5,813 16,275 8,138
160,000 8,000 12,000 6,000 16,800 8,400
165,000 8,250 12,375 6,188 17,325 8,663
170,000 8,500 12,750 6,375 17,850 8,925
175,000 8,750 13,125 6,563 18,375 9,188
180,000 9,000 13,500 6,750 18,900 9,450
185,000 9,250 13,875 6,938 19,425 9,713
190,000 9,500 14,250 7,125 19,950 9,975
195,000 9,750 14,625 7,313 20,475 10,238
200,000 10,000 15,000 7,500 21,000 10,500
205,000 10,250 15,375 7,688 21,525 10,763
210,000 10,500 15,750 7,875 22,050 11,025
215,000 10,750 16,125 8,063 22,575 11,288
220,000 11,000 16,500 8,250 23,100 11,550
225,000 11,250 16,857 8,438 23,625 11,813
230,000 11,500 17,250 8,625 24,150 12,075
1The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH.
2This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH.
Passive (No Fan)
Active (With fan and monitoring
device )
Location (or future location) of Fan:
Other Please Describe Here
Not applicable, all ducts located in conditioned space
Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:
Capacity in
Gallons:
Other, describe:
AFUE or
HSPF%
Cfm's
" round duct OR
" metal duct
Not required per mech. code
Passive
Low: Other, describe:
Low:
Location of fan(s), describe: Cfm's
" round duct OR
" metal duct
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution
panel.
New Construction Energy Code Compliance Certificate
Name of Residential Contractor MN License Number
City Mailing Address of the Dwelling or Dwelling Unit
Rigid, Extruded PolystyreneHeat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
Combustion Air Select a Type
Location of duct or system:
Rim Joist (2nd Floor+)
Building envelope air tightness:
Below Entire Slab
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Ceiling, vaulted
Bay Windows or cantilevered areas
Floors over unconditioned area
THERMAL ENVELOPE
Foam Open Cell Wall Rigid, Isocynurate Perimeter of Slab on Grade
RADON CONTROL SYSTEM
Total R-Value of all Types of InsulationType: Check All That Apply
Mineral FiberboardInsulation Location Foam, Closed Cell Describe other insulated areas
Ceiling, flat Non or Not ApplicableFiberglass, BlownFiberglass, Batts Foundation Wall
Output
in Tons:
Appliances Cooling System
Location of duct or system:
Heating or Cooling Ducts Outside Conditioned Spaces
Make-up Air Select a Type
Domestic Water
Heater
Model
Heating System
Rim Joist (1st Floor)
Average U-Factor (excludes skylights and one door ) U:
Duct system air tightness:
Rating or Size
Efficiency
Heating Gain Cooling Load
Select Type
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace):
Residential Load
Calculation
SEER
/EER
Capacity continuous ventilation rate in cfms:
Heating Loss
Manufacturer
Total ventilation (intermittent + continuous) rate in cfms:
Balanced Ventilation capacity in cfms:
High:
High:
MECHANICAL VENTILATION SYSTEM
Date Cert. Posted
R-value
MECHANICAL SYSTEMS
Builders Associaton of Minnesota version 101014
NEW RESIDENTIAL CONSTRUCTION SWPPP VERIFICATION
This form must be completed and submitted with all new residential permit applications.
A National Pollutant Discharge Elimination System (NPDES) Construction Stormwater Permit is
reqXired for ³ConstrXction actiYit\ that resXlts in land distXrbance of eqXal to or greater than one (1)
acre or if a project is part of a common plan of development that will ultimately disturb greater than
one (1) acre,´ (NPDES Permit, Section 1.2).
Project Site Address: _____________________________________________________________________
Company Name: _________________________________________________________________________
*Primary Company Contact: _________________________________________________________________
*Should a site be deemed noncompliant, this individual will be notified
Phone #: ____________________________ Email: ______________________________________________
If you are not covered under a NPDES Construction Stormwater Permit administered by the
Minnesota Pollution Control Agency (MPCA), an erosion and sediment control plan MUST be
approved as part of the residential building permit application.
³Permittees mXst ensXre a trained person Zill inspect the entire constrXction site at least once eYer\
seven (7) days during active construction and within 24 hours after a rainfall event greater than ½
inch in 24 hoXrs,´ (NPDES Permit, Section 11.2).
The City of Lakeville reserves the right to request weekly inspection logs. The City of Lakeville may
issue a STOP WORK ORDER; withhold building inspections; or, draw on securities/escrows to
bring the site into compliance with the NPDES Construction Stormwater Permit (MN R 100001) or
erosion and sediment control plan.
Contact information of person CERTIFIED to provide weekly onsite erosion and sediment control
inspections and corrective actions:
Name: ____________________________________ Company: ___________________________________
Phone # (24 hr Contact): ______________________ Email: ______________________________________
Entity that Provided Training: __________________________ Certification Expiration Date: ____________
NOTE: Prior to any land-disturbing activity, all erosion and sediment controls must be installed
I understand the above information to be accurate and I have read, understood, and accepted all terms and conditions of the NPDES Permit (MN R 100001).
Signature: ________________________________________________ Date:_________________________
Contact the City of Lakeville with questions at erosion@lakevillemn.gov or 952-985-4500
X06/03/21
KP