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Home My WebLink AboutLA187291 17965 Gresford Lane 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 (2)9-1/2 LVL (2)9-1/2 LVL (2)9-1/2 LVL Smoke CO Concept Approval ONLY Subject to Field Inspection Inspector Date 2020 MN Bldg Code 01/06/2021dmathews Girder GirderSmoke CO FAN Smoke CO FAN -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). PFH PFH Elevations are drawn incorectly and this home is a LOOK-OUT Lot 16'6" 16'3" 1 SPF End Grain 2 SPF End Grain 3 1/2" 11 7/8" 1 2 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH1 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal 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 Live Dead Snow Wind Const 1 0 1199 1906 0 0 2 0 1199 1906 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 12616 ft-lb 8'3"22888 ft-lb 0.551 (55%)D+S L Shear 2709 lb 1' 5/8"9081 lb 0.298 (30%)D+S L LL Defl inch 0.404 (L/486)8'3 1/16"0.819 (L/240)0.490 (49%)S L TL Defl inch 0.658 (L/298)8'3 1/16"1.092 (L/180)0.600 (60%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"79%1199 / 1906 3105 L D+S 2 -SPF End Grain 1.500"79%1199 / 1906 3105 L D+S Design Notes 1 Provide lateral support to prevent rotation at end bearings and at interior bearings when required by code for seismic design. 2 Dead Load Deflection: Instant = 0.254", Long Term = 0.381" 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 laterally braced at a maximum of 1'4" o.c. 8 Bottom 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 5-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 12 PLF This design is valid until 10/3/2022 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 1 of 41 1 1/2"16'6" 16'3" 1 SPF End Grain 2 SPF End Grain 3 1/2" 11 7/8" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH1 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis 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. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 2 of 41 19' 11'8 3/4"5'10 3/4" 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 3" 9 1/4" 1 2 3 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH2 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal 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 Live Dead Snow Wind Const 1 0 653 440 0 0 2 0 1591 1168 0 0 3 0 172 135 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Neg Moment -2876 ft-lb 12'5"3946 ft-lb 0.729 (73%)D+S LL Unbraced -2876 ft-lb 12'5"3754 ft-lb 0.766 (77%)D+S LL Pos Moment 2494 ft-lb 5'3 1/2"3946 ft-lb 0.632 (63%)D+S L_ Unbraced 2494 ft-lb 5'3 1/2"3905 ft-lb 0.639 (64%)D+S L_ Shear 1329 lb 11'7 3/4"2872 lb 0.463 (46%)D+S LL LL Defl inch 0.082 (L/1757)5'10 5/16"0.601 (L/240)0.140 (14%)S L_ TL Defl inch 0.199 (L/727)5'10"0.801 (L/180)0.250 (25%)D+S L_ Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 5.500"16%653 / 448 1101 L_D+S 2 -SPF End Grain 5.500"39%1591 / 1168 2758 LL D+S 3 -SPF End Grain 5.500"6%172 / 216 388 _L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 1'4" o.c. 6 Bottom braced at 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 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Part. Uniform 12-0-0 to 15-6-0 1-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 3 of 41 1 1/2"19' 11'8 3/4"5'10 3/4" 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 3" 9 1/4" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH2 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 4 of 41 9' 8'5" 1 SPF End Grain 2 SPF End Grain 4 1/2" 9 1/4" 1 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH3 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:3 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal Temperature: Temp <= 100°F Application:Floor Design Method:ASD Building Code:IBC/IRC 2015 Load Sharing: Yes Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 810 2002 0 0 2 0 873 2156 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 5919 ft-lb 4'4"6807 ft-lb 0.870 (87%)D+S L Unbraced 5919 ft-lb 4'4"6723 ft-lb 0.880 (88%)D+S L Shear 2272 lb 7'10"4308 lb 0.527 (53%)D+S L LL Defl inch 0.133 (L/770)4'4"0.427 (L/240)0.310 (31%)S L TL Defl inch 0.187 (L/548)4'4"0.569 (L/180)0.330 (33%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"98%810 / 2002 2812 L D+S 2 -SPF End Grain 5.500"29%873 / 2156 3029 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 1'4" o.c. 6 Bottom braced at 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 11-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 5 of 41 1 1/2"9' 8'5" 1 SPF End Grain 2 SPF End Grain 4 1/2" 9 1/4" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH3 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 6 of 41 7'1" 6'10" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH4 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal 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 Live Dead Snow Wind Const 1 0 120 298 0 0 2 0 120 298 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 714 ft-lb 3'6 1/2"3946 ft-lb 0.181 (18%)D+S L Unbraced 714 ft-lb 3'6 1/2"3905 ft-lb 0.183 (18%)D+S L Shear 320 lb 10"2872 lb 0.111 (11%)D+S L LL Defl inch 0.016 (L/5220)3'6 9/16"0.348 (L/240)0.050 (5%)S L TL Defl inch 0.022 (L/3716)3'6 9/16"0.464 (L/180)0.050 (5%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"22%120 / 298 418 L D+S 2 -SPF End Grain 1.500"22%120 / 298 418 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 1'4" o.c. 6 Bottom braced at 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 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 7 of 41 1 1/2"7'1" 6'10" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH4 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 8 of 41 3'3" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH5 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal 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 Live Dead Snow Wind Const 1 0 304 751 0 0 2 0 304 751 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 792 ft-lb 1'7 1/2"3946 ft-lb 0.201 (20%)D+S L Unbraced 792 ft-lb 1'7 1/2"3905 ft-lb 0.203 (20%)D+S L Shear 514 lb 2'5"2872 lb 0.179 (18%)D+S L LL Defl inch 0.004 (L/10479) 1'7 1/2"0.156 (L/240)0.020 (2%)S L TL Defl inch 0.005 (L/7459)1'7 1/2"0.208 (L/180)0.020 (2%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"55%304 / 751 1055 L D+S 2 -SPF End Grain 1.500"55%304 / 751 1055 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 1'4" o.c. 6 Bottom braced at 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 11-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 9 of 41 1 1/2"3'3" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH5 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 10 of 41 3'6" 3'3" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal 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 Live Dead Snow Wind Const 1 0 60 147 0 0 2 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"3905 ft-lb 0.043 (4%)D+S L Shear 108 lb 2'8"2872 lb 0.038 (4%)D+S L LL Defl inch 0.001 (L/45750) 1'9 1/16"0.169 (L/240)0.010 (1%)S L TL Defl inch 0.001 (L/32568) 1'9 1/16"0.225 (L/180)0.010 (1%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"11%60 / 147 207 L D+S 2 -SPF End Grain 1.500"11%60 / 147 207 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 1'4" o.c. 6 Bottom braced at 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 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 11 of 41 1 1/2"3'6" 3'3" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 12 of 41 3'9" 3'3" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH7 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal 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 Live Dead Snow Wind Const 1 0 606 1496 0 0 2 0 606 1496 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1596 ft-lb 1'10 1/2"3946 ft-lb 0.404 (40%)D+S L Unbraced 1596 ft-lb 1'10 1/2"3905 ft-lb 0.409 (41%)D+S L Shear 1028 lb 2'9 1/2"2872 lb 0.358 (36%)D+S L LL Defl inch 0.008 (L/4816)1'10 9/16"0.169 (L/240)0.050 (5%)S L TL Defl inch 0.012 (L/3428)1'10 9/16"0.225 (L/180)0.050 (5%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"55%606 / 1496 2102 L D+S 2 -SPF End Grain 3.000"55%606 / 1496 2102 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 1'4" o.c. 6 Bottom braced at 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 19-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 13 of 41 1 1/2"3'9" 3'3" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH7 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 14 of 41 2'3" 2' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH8 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal 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 Live Dead Snow Wind Const 1 0 402 992 0 0 2 0 402 992 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 699 ft-lb 1'1 1/2"3946 ft-lb 0.177 (18%)D+S L Unbraced 699 ft-lb 1'1 1/2"3905 ft-lb 0.179 (18%)D+S L Shear 361 lb 10"2872 lb 0.126 (13%)D+S L LL Defl inch 0.001 (L/17456) 1'1 9/16"0.106 (L/240)0.010 (1%)S L TL Defl inch 0.002 (L/12427) 1'1 9/16"0.142 (L/180)0.010 (1%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"73%402 / 992 1394 L D+S 2 -SPF End Grain 1.500"73%402 / 992 1394 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 1'4" o.c. 6 Bottom braced at 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 21-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 15 of 41 1 1/2"2'3" 2' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH8 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 16 of 41 3'6" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH9 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal 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 Live Dead Snow Wind Const 1 0 625 1544 0 0 2 0 625 1544 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1512 ft-lb 1'9"3946 ft-lb 0.383 (38%)D+S L Unbraced 1512 ft-lb 1'9"3905 ft-lb 0.387 (39%)D+S L Shear 981 lb 2'6 1/2"2872 lb 0.342 (34%)D+S L LL Defl inch 0.007 (L/5489)1'9"0.156 (L/240)0.040 (4%)S L TL Defl inch 0.010 (L/3907)1'9"0.208 (L/180)0.050 (5%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"57%625 / 1544 2168 L D+S 2 -SPF End Grain 3.000"57%625 / 1544 2168 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 1'4" o.c. 6 Bottom braced at 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 21-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 17 of 41 1 1/2"3'6" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH9 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 18 of 41 10'7" 10'4" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH10 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal 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 Live Dead Snow Wind Const 1 0 656 445 0 0 2 0 656 445 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 2844 ft-lb 5'3 1/2"3946 ft-lb 0.721 (72%)D+S L Unbraced 2844 ft-lb 5'3 1/2"3905 ft-lb 0.728 (73%)D+S L Shear 927 lb 10"2872 lb 0.323 (32%)D+S L LL Defl inch 0.082 (L/1538)5'3 1/2"0.523 (L/240)0.160 (16%)S L TL Defl inch 0.202 (L/621)5'3 1/2"0.697 (L/180)0.290 (29%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"58%656 / 445 1101 L D+S 2 -SPF End Grain 1.500"58%656 / 445 1101 L D+S Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 1'4" o.c. 6 Bottom braced at 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 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 19 of 41 1 1/2"10'7" 10'4" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH10 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 20 of 41 12'3" 12' 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH11 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:240 Deflection TL:180 Importance: Normal 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 Live Dead Snow Wind Const 1 0 1185 515 0 0 2 0 1185 515 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 5100 ft-lb 6'1 1/2"15016 ft-lb 0.340 (34%)D+S L Shear 1463 lb 11'4 3/4"7265 lb 0.201 (20%)D+S L LL Defl inch 0.087 (L/1672)6'1 1/2"0.606 (L/240)0.140 (14%)S L TL Defl inch 0.288 (L/506)6'1 1/2"0.808 (L/180)0.360 (36%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"43%1185 / 515 1700 L D+S 2 -SPF End Grain 1.500"43%1185 / 515 1700 L D+S Design Notes 1 Provide lateral support to prevent rotation at end bearings and at interior bearings when required by code for seismic design. 2 Dead Load Deflection: Instant = 0.200", Long Term = 0.301" 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 laterally braced at a maximum of 1'4" o.c. 8 Bottom 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 2-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 150 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 10 PLF This design is valid until 10/3/2022 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 21 of 41 1 1/2"12'3" 12' 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Main LevelH11 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis 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. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 22 of 41 5'8" 5'2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 3 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB1 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal 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 Live Dead Snow Wind Const 1 850 1669 2499 0 0 2 850 1669 2499 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 5165 ft-lb 2'10"15016 ft-lb 0.344 (34%)D+0.75(L+S)L Shear 2736 lb 11 3/4"7265 lb 0.377 (38%)D+0.75(L+S)L LL Defl inch 0.042 (L/1511)2'10"0.176 (L/360)0.240 (24%)0.75(L+S)L TL Defl inch 0.070 (L/908)2'10"0.265 (L/240)0.260 (26%)D+0.75(L+S)L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"53%1669 / 2512 4181 L D+0.75(L+S) 2 -SPF End Grain 3.000"53%1669 / 2512 4181 L D+0.75(L+S) Design Notes 1 Provide lateral support to prevent rotation at end bearings and at interior bearings when required by code for seismic design. 2 Dead Load Deflection: Instant = 0.028", Long Term = 0.042" 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 laterally braced at a maximum of 1'4" o.c. 8 Bottom 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 7-6-0 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 10/3/2022 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 23 of 41 1 1/2"5'8" 5'2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB1 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis 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. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 24 of 41 5'5" 5'2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB2 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal 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 Live Dead Snow Wind Const 1 87 331 0 0 0 2 87 331 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 539 ft-lb 2'8 1/2"3431 ft-lb 0.157 (16%)D+L L Unbraced 539 ft-lb 2'8 1/2"3401 ft-lb 0.159 (16%)D+L L Shear 289 lb 10"2498 lb 0.116 (12%)D+L L LL Defl inch 0.002 (L/31077) 2'8 1/2"0.176 (L/360)0.010 (1%)L L TL Defl inch 0.010 (L/6470)2'8 1/2"0.265 (L/240)0.040 (4%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"22%331 / 87 417 L D+L 2 -SPF End Grain 1.500"22%331 / 87 417 L D+L Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 1'4" o.c. 6 Bottom braced at 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 0-9-10 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 25 of 41 1 1/2"5'5" 5'2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB2 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 26 of 41 6'3" 6' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB3 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal 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 Live Dead Snow Wind Const 1 563 555 0 0 0 2 563 555 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1676 ft-lb 3'1 1/2"3431 ft-lb 0.489 (49%)D+L L Unbraced 1676 ft-lb 3'1 1/2"3401 ft-lb 0.493 (49%)D+L L Shear 819 lb 10"2498 lb 0.328 (33%)D+L L LL Defl inch 0.021 (L/3572)3'1 1/2"0.204 (L/360)0.100 (10%)L L TL Defl inch 0.041 (L/1798)3'1 1/2"0.306 (L/240)0.130 (13%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"58%555 / 563 1117 L D+L 2 -SPF End Grain 1.500"58%555 / 563 1117 L D+L Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 1'4" o.c. 6 Bottom braced at 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 4-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 27 of 41 1 1/2"6'3" 6' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB3 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 28 of 41 5'8" 5'2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 5 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB4 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal 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 Live Dead Snow Wind Const 1 1303 1891 2628 0 0 2 1303 1906 2664 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 6048 ft-lb 2'6"15016 ft-lb 0.403 (40%)D+0.75(L+S)L Shear 3219 lb 11 3/4"7265 lb 0.443 (44%)D+0.75(L+S)L LL Defl inch 0.046 (L/1377)2'6 1/4"0.176 (L/360)0.260 (26%)0.75(L+S)L TL Defl inch 0.076 (L/836)2'6 1/2"0.265 (L/240)0.290 (29%)D+0.75(L+S)L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"61%1891 / 2949 4840 L D+0.75(L+S) 2 -SPF End Grain 3.000"62%1906 / 2975 4881 L D+0.75(L+S) Design Notes 1 Provide lateral support to prevent rotation at end bearings and at interior bearings when required by code for seismic design. 2 Dead Load Deflection: Instant = 0.030", Long Term = 0.045" 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 laterally braced at a maximum of 1'4" o.c. 8 Bottom 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 Part. Uniform 0-0-0 to 2-6-0 21-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 4 Point 2-6-0 Top 625 lb 0 lb 1544 lb 0 lb 0 lb H9 Brg 1 Bearing Length 0-3-8 5 Point 5-8-0 Top 625 lb 0 lb 1544 lb 0 lb 0 lb H9 Brg 2 Continued on page 2... This design is valid until 10/3/2022 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 29 of 41 5'8" 5'2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 5 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB4 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 19.51.161Powered by iStruct ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments Bearing Length 0-3-8 Self Weight 10 PLF This design is valid until 10/3/2022 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 30 of 41 1 1/2"5'8" 5'2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB4 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis 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. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 31 of 41 5'8" 5'2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 3 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB5 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal 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 Live Dead Snow Wind Const 1 1303 1839 2499 0 0 2 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 3070 lb 4'8 1/4"7265 lb 0.423 (42%)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)0.300 (30%)D+0.75(L+S)L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"60%1839 / 2852 4691 L D+0.75(L+S) 2 -SPF End Grain 3.000"60%1839 / 2852 4691 L D+0.75(L+S) Design Notes 1 Provide lateral support to prevent rotation at end bearings and at interior bearings when required by code for seismic design. 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 laterally braced at a maximum of 1'4" o.c. 8 Bottom 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 10/3/2022 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 32 of 41 1 1/2"5'8" 5'2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB5 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis 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. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 33 of 41 5'9" 5'6" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB6 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal 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 Live Dead Snow Wind Const 1 2185 990 0 0 0 2 2185 990 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 4368 ft-lb 2'10 1/2"13057 ft-lb 0.335 (33%)D+L L Shear 2232 lb 4'10 3/4"6318 lb 0.353 (35%)D+L L LL Defl inch 0.045 (L/1512)2'10 1/2"0.188 (L/360)0.240 (24%)L L TL Defl inch 0.065 (L/1040)2'10 1/2"0.281 (L/240)0.230 (23%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"81%990 / 2185 3175 L D+L 2 -SPF End Grain 1.500"81%990 / 2185 3175 L D+L Design Notes 1 Provide lateral support to prevent rotation at end bearings and at interior bearings when required by code for seismic design. 2 Dead Load Deflection: Instant = 0.020", Long Term = 0.030" 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 laterally braced at a maximum of 1'4" o.c. 8 Bottom 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 19-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 50 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 10 PLF This design is valid until 10/3/2022 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 34 of 41 1 1/2"5'9" 5'6" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB6 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis 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. Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 185.4 PLF Yield Limit per Fastener 92.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 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 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219 Page 35 of 41 3'6" 3'3" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB7 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:360 Deflection TL:240 Importance: Normal 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 Live Dead Snow Wind Const 1 665 337 0 0 0 2 665 337 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 815 ft-lb 1'9"3431 ft-lb 0.238 (24%)D+L L Unbraced 815 ft-lb 1'9"3401 ft-lb 0.240 (24%)D+L L Shear 525 lb 10"2498 lb 0.210 (21%)D+L L LL Defl inch 0.004 (L/10113) 1'9 1/16"0.112 (L/360)0.040 (4%)L L TL Defl inch 0.006 (L/6713)1'9 1/16"0.169 (L/240)0.040 (4%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"52%337 / 665 1002 L D+L 2 -SPF End Grain 1.500"52%337 / 665 1002 L D+L Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top must be laterally braced at a maximum of 1'4" o.c. 6 Bottom braced at 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 9-6-0 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 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 36 of 41 1 1/2"3'6" 3'3" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB7 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination Duration Factor 1.00 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 37 of 41 5' 5' 1 SPF 2 SPF 3" 9 1/4" 1 2 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB8 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:480 Deflection TL:240 Importance: Normal 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 Live Dead Snow Wind Const 1 350 256 0 0 0 2 350 256 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 537 ft-lb 2'6"3431 ft-lb 0.156 (16%)D+L L Unbraced 537 ft-lb 2'6"3290 ft-lb 0.163 (16%)D+L L Shear 472 lb 1'2"2498 lb 0.189 (19%)D+L L LL Defl inch 0.004 (L/14159) 2'6 1/16"0.105 (L/480)0.030 (3%)L L TL Defl inch 0.006 (L/8174)2'6 1/16"0.210 (L/240)0.030 (3%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF 5.500"9%256 / 350 606 L D+L 2 -SPF 5.500"9%256 / 350 606 L D+L Design Notes 1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top loads must be supported equally by all plies. 5 Top braced at bearings. 6 Bottom braced at 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 3-6-0 Far Face 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 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 38 of 41 1 1/2"5' 5' 1 SPF 2 SPF 3" 9 1/4" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB8 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 61.2 % Load 96.3 PLF Yield Limit per Foot 157.4 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination D+L Duration Factor 1.00 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 39 of 41 5' 5' 1 SPF 2 SPF 3" 9 1/4" 1 2 Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB8-Copy1 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:480 Deflection TL:240 Importance: Normal 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 Live Dead Snow Wind Const 1 925 347 0 0 0 2 925 347 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1126 ft-lb 2'6"3431 ft-lb 0.328 (33%)D+L L Unbraced 1126 ft-lb 2'6"3290 ft-lb 0.342 (34%)D+L L Shear 1070 lb 1'2"2498 lb 0.429 (43%)D+L L LL Defl inch 0.009 (L/5357)2'6 1/16"0.105 (L/480)0.090 (9%)L L TL Defl inch 0.013 (L/3896)2'6 1/16"0.210 (L/240)0.060 (6%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF 5.500"18%347 / 925 1272 L D+L 2 -SPF 5.500"18%347 / 925 1272 L D+L Design Notes 1 Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 2 Refer to last page of calculations for fasteners required for specified loads. 3 Girders are designed to be supported on the bottom edge only. 4 Top braced at bearings. 5 Bottom braced at bearings. 6 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 7-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 2-3-0 Near Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 40 of 41 1 1/2"5' 5' 1 SPF 2 SPF 3" 9 1/4" Client:Summer Gate Project: Address:17965 Gresford Date:12/28/2020 Designer:Tim Stiehm Job Name:Sketch #1 Venezia Plan Project #:Tom Siegel, Salesman Level: Lower LevelB8-Copy1 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6". Capacity 81.5 % Load 192.5 PLF Yield Limit per Foot 236.1 PLF Yield Limit per Fastener 78.7 lb. Yield Mode IV Edge Distance 1 1/2" Min. End Distance 3" Load Combination D+L Duration Factor 1.00 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 41 of 41 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 12/21/2020 KP X