Loading...
HomeMy WebLinkAboutLA188197 17870 Hamburg Ave 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 SSW06W06W06W14W14W14W14W14W145'3'8'44'12'-6"7'-6"7'-6"32'-6"15'-6"17'17'62'-6"56'-6"6'15'-4"40'10'19'-4"10'-8"5'5'10'9'-4"4'58'-6"17'-3 3/4"6'-4 1/2"10'-3 3/4"22'-6"2'18" floor trusses @19.2" O.C.2x6 load bearingwall w/ 16" x 8"strip footingsFire proof below stairs (3) 2 x102x10 Joists @16" O.C.6x6 Treated posts-12" footings belled to 16" @ base-Footings to a minimum depth of 4'0"(3) 2 x10Optional FP(2) 9 1/2" LVL(2) 2x10(2) 9 1/2" LVL2-TrimLoad bearing wallw/ 16" x 8" stripfooting(2) 2x10(2) 2x10 FT GirderFT GirderWINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHTW01 2040DH 2 1 2040DH 24 " 48 "W02 2040DH 2 2 2040DH 24 " 48 "W03 2626FX 2 2 2626FX 30 " 30 "W04 3020AW 4 1 3020AW 36 " 24 "W05 3052DH 1 2 3052DH 36 " 62 "W06 5246MU 1 0 5246 62 " 54 "W07 6252MU 1 1 6252 74 " 62 "W08 9452MU 1 1 9452 112 " 62 "W09 9452MU 1 2 9452 112 " 62 "W10 3052DH 1 1 3052DH 36 " 62 "W11 3040SC 2 2 3040SC 36 " 48 "W12 2036DH 1 2 2036DH 24 " 42 "W13 6252MU 1 2 6252 74 " 62 "W14 71046MU 2 0 71046 94 " 54 "Orfield 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:The HuntingtonOffice Expansion Look Out OptionA-1BRACED WALLSMain Floor Plan 1765 Sq FtBasement 1405 sq ftTotal Finished Sq Ft 3170 Sq Ft.2/17/2021SmokeCOSmokeUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.Concept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode02/19/2021dmathews DWW04W04W04W04W04W04W01W01W01W04W04W04W04W04W04W01W01W01W10W10W10W08W08W08W07W07W072'48'-6"6'12'4'7'9'7'-6"12'-6"8'-8"1'-8"6'4'10'-8"8'19'-1"23'-7"29'-1"21'-7"4'-6 1/4"32'-6"15'-6"17'15'-6"17'60'-6"4'18'-5 1/4"8'-3 1/2"21'-9 1/4"6'4'-1 3/4"4'-1 3/4"4'-2 3/4"13'4'-6 1/2"3'3'40'10'20'10'5'5'10'9'-11 13/16"2'-3 9/16"7'-8 5/8"46'15'-3 1/4"6'-2 3/4"22'-6"2'8'4'10'-6"%"& ’& ( ) % *&+, % - -# &.,/0 -1 2# 30$4Glass"-,(2) 2x10"2(54 55 5(2) 2x10Portal frame this wall(3) 11 7/8" LVL Cont.2-TrimPortal frame this wall(2) 9 1/2" LVL2-Trim22" floor trusses @19.2" O.C.Girder TrussGirder Truss.%%Girder TrussGlass(2) 2x102-Trim(2) 2x10(2) 2x10(2) 2x10RTRT(3) 14" LVL Cont.3-TrimStructuralGable or (2)2x10(2) 2x102-Trim(2) 2x102-Trim(2) 2x102-Trim(2) 2x10RT(5) 2x6 LVL Post-Lumberyard toverifyWINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHTW01 2040DH 2 1 2040DH 24 " 48 "W02 2040DH 2 2 2040DH 24 " 48 "W03 2626FX 2 2 2626FX 30 " 30 "W04 3020AW 4 1 3020AW 36 " 24 "W05 3052DH 1 2 3052DH 36 " 62 "W06 5246MU 1 0 5246 62 " 54 "W07 6252MU 1 1 6252 74 " 62 "W08 9452MU 1 1 9452 112 " 62 "W09 9452MU 1 2 9452 112 " 62 "W10 3052DH 1 1 3052DH 36 " 62 "W11 3040SC 2 2 3040SC 36 " 48 "W12 2036DH 1 2 2036DH 24 " 42 "W13 6252MU 1 2 6252 74 " 62 "W14 71046MU 2 0 71046 94 " 54 "Orfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: 1/4"=1'0"Main Floor PlanDATE:PROJECT DESCRIPTION:SHEET TITLE:The HuntingtonOffice Expansion Look Out OptionA-2****(2) 2x10 HDR UNO*****Header spans up to 3'11"=1 trimmers, 4'0" and bigger =2 trimmers UNOBRACED WALLSMain Floor Plan 1765 Sq FtBasement 1405 sq ftTotal Finished Sq Ft 3170 Sq Ft.2/17/2021(2)9-1/2 LVLVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing.PFHPFHPFHTemper ifwithin 36" oflanding floor WINDOW SCHEDULENUMBER LABEL QTY FLOOR SIZE WIDTH HEIGHTW01 2040DH 2 1 2040DH 24 " 48 "W02 2040DH 2 2 2040DH 24 " 48 "W03 2626FX 2 2 2626FX 30 " 30 "W04 3020AW 4 1 3020AW 36 " 24 "W05 3052DH 1 2 3052DH 36 " 62 "W06 5246MU 1 0 5246 62 " 54 "W07 6252MU 1 1 6252 74 " 62 "W08 9452MU 1 1 9452 112 " 62 "W09 9452MU 1 2 9452 112 " 62 "W10 3052DH 1 1 3052DH 36 " 62 "W11 3040SC 2 2 3040SC 36 " 48 "W12 2036DH 1 2 2036DH 24 " 42 "W13 6252MU 1 2 6252 74 " 62 "W14 71046MU 2 0 71046 94 " 54 "Stairwell Ballooned Walls250" Plate Height245.5" Stud Length18.5" Trib. 310/648W03W03W03W03W03W03W02W02W02W11W11W11W02W02W02W09W09W09W12W12W12W11W11W11W13W13W13W05W05W05SDSDSDSDCO/SD3'3'5'7'-9"32'-6"13'-8 1/4"6'-3 3/4"12'-6"13'-8 1/4"2'-3 1/2"4'-0 1/4"12'-6"51'-6"3'16'-4 3/4"3'-7"8'-4 1/2"20'-1 3/4"1'-6 1/2"2'-0 1/2"8'-4 1/2"32'-6"12'-2 1/4"10'-3 3/4"10'6'-4 7/8"5'-9 3/8"5'-1 7/8"5'-1 7/8"2'-5"4'-6"3'-1"51'-6"15'-10 5/8"5'-4 1/2"6'5'-4 1/2"5'-4 1/2"12'-5 7/8"1'1'-8 3/4"3'-7 3/4"6'-3 3/4"10'-3 3/4"3'-4 1/2"6'-3 3/4"3'-9 3/4"8'-8 1/4"16'-8 5/8"4'-6 1/2"11'-4 1/2"5'-4 1/2"’$ 64"# 6 67’847.,’%(2) 2x10Manufactured RoofTrusses @ 24" O.C."-(2) 2x10(2) 2x10(2) 2x10(2) 2x10(2) 2x10(2) 2x10(2) 2x10(2) 2x10(2) 2x10(3) 2x6LVL KingStuds2x6 LVL Studs @12" O.C. @StairwellRTRTRTRTContinuouslysheathedportal framesContinuouslysheathedportal frameOrfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: DATE:PROJECT DESCRIPTION:SHEET TITLE:The HuntingtonOffice Expansion Look Out OptionA-3BRACED WALLS****(2) 2x10 HDR UNO*****Header spans up to 3'11"=1 trimmers, 4'0" and bigger =2 trimmers UNOMain Floor Plan 1765 Sq FtBasement 1405 sq ftTotal Finished Sq Ft 3170 Sq Ft.1/4"=1'0"Second Floor Plan2/17/2021 -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).FANFANCS-PFCS-PFCS-PFCS-PFTemper if within36" of floor. Orfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE: DATE:Elevations1/4"=1'0"PROJECT DESCRIPTION:SHEET TITLE:The HuntingtonOffice Expansion Look Out OptionA-4Window 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.2/17/2021 47 .&# (4 &3 #7 934 (4 & -1 4 67 3 (4: 0$ -(14 0-7 0 ;,34 9$# < ( .4 3&## #$’, 9& . )$# ,= 3%% > # , 744$%$ % +$### 1 ?@ =& ).9 1 ,# (149 % ;# + ; A$ 9%%9 A#, 9&# # .(@6 "2 " . A .&#B75 #$ - , %# )4@A )$ ,(14 "-: 4 & (14 0-4 3&## #$’, 9& . )$# ,9, #5 : (: " +$### 9, 0 ’$344 " +$### 9, 0 ’$3TT FILTERING MATERIAL FABRICWRAPPED AROUND DRAIN GRAVELR15 Rigid Foam Polystyrene with a 6 Mil Poly SlipExterior drain tile1/2" Plywood Sheathing flush with rigid foamCOARSE GRAVEL SURROUND FILLCOMPACTED SOIL#4 Rebar Every 2' From Footing Into Wall4" GRAVEL BASEDrain Tile to Sump Basket and Pump6 Mil Vapor and Radon BarrierVAPOR BARRIER8" X 20"CONCRETEFOOTINGREINFORCING STEEL AS REQUIREDSILL SEALER4" CONCRETE SLAB#6 Rebar Vertically Placed 27" O.C.Treated 2x6 Sill Plate, Connectw/ 1/2" Dia. Sill Plate Boltswithin 12" from each corner and4'0" O.C. throughoutTREATED 2x6 SILL PLATE8" Poured ConcreteWallOrfield Drafting Services3507 W 50th STMinneapolis, MN 55410SHEET: SCALE:Cross Section1/4"=1'0" DATE:PROJECT DESCRIPTION:SHEET TITLE:The HuntingtonOffice Expansion Look Out OptionA-52/17/2021Siding Percentages 95/524 LP Shakes 18%168/524 Stone 32%189/524 LP Lap 36%72/524 LP B&B 14%Side and Back LP Lap HUS26FRAMEB4TRUSSESINTOWALL FRAMEWALLONTOPOFG2ROOFGIRDER SEEKNEEWALLFORFRAMINGWALLTOC3GIRDER FRAMEWALLONTOPOFHEADE 2PLY117/8"LVLBTMOFHEADERONTOPOF1STFLR PLATEBYLITTFIN DIMENSIONSAREFROMOUTSIDEOFSHEATHING ANDCLOFTRUSSES TRUSSESARESHORTENED FOR1/2"SHEATHING LABELINDICATES BLACKPAINTEDENDOFTRUSS DROPPEDHEADERSBYOTHERSP1 P2D07D06D05D04D03D02J3 J3J4 J5 J4 J5 J6 J6 J6 J6 J6 J6 J2J1J6 J6 J6 J6 J6 J6 J2J1D10D09D08D04D03D02J3J4 J5 J6 J6 J7 J8J2J1D01D01D01D01D01D01D01D01 E2E2E2H1E1C1 C2 C2 C2 C3G1 M1M2M2M2M2M2M2M2M2M2M2A1A2A2A2B1B2B3B4B4M3 M4 M4 M4 M4 M5 M5 M5 M5 M6 G2 MV1MV2MV32 2 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-02-08 1-03-00 2-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-03-001-11-002-00-002-00-001-11-042-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-002-00-001-03-10 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 THISISATRUSSPLACEMENTDIAGRAMONLY.Thesetrussesaredesignedasindividualbuildingcomponentstobeincorporatedintothebuildingdesignatthespecificationofthebuildingdesigner.Seeindividualdesignsheetsforeachtrussdesignidentifiedontheplacementdrawing.Thebuildingdesignerisresponsiblefortemporaryandpermanentbracingoftheroofandfloorsystemandfortheoverallstructure.Thedesignofthetrusssupportstructureincludingheaders,beams,walls,andcolumnsistheresponsibilityofthebuildingdesigner.Forgeneralguidanceregardingbracing,consult"Bracingofwoodtrusses"availablefromtheTrussPlateInstitute,583D'OnifrioDrive,Madison,WI53179ROOF TRUSS LAYOUT Scale n.t.s ROOFLbrDurFac:1.15PltDurFac:1.15FlrSpacing:24.00"DesignCrit:TPI-02/IRC-06DesignDescr:IRC35.0010.0000.0010.0055.00T/CLive:T/CDead:B/CLive:B/CDead:Total(PSF)CUSTOMER:LAMPERTSAPPLEVALLEYSUMMERGATEHUNTINGTON17870HAMBURGLANELAKEVILLE,MNDESIGNER:MIKEDORN320-485-3014WO#526652ROOF 2'9" 2'6" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Upper LevelH1 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 0 117 289 0 0 2 0 117 289 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 254 ft-lb 1'4 1/2"3946 ft-lb 0.064 (6%)D+S L Unbraced 254 ft-lb 1'4 1/2"3905 ft-lb 0.065 (7%)D+S L Shear 160 lb 10"2872 lb 0.056 (6%)D+S L LL Defl inch 0.001 (L/38894) 1'4 1/2"0.131 (L/240)0.010 (1%)S L TL Defl inch 0.001 (L/27687) 1'4 1/2"0.175 (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"21%117 / 289 406 L D+S 2 -SPF End Grain 1.500"21%117 / 289 406 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 5-0-0 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 1 of 60 1 1/2"2'9" 2'6" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Upper LevelH1 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 2 of 60 3'3" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Upper 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 0 120 137 0 0 2 0 120 137 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 193 ft-lb 1'7 1/2"3946 ft-lb 0.049 (5%)D+S L Unbraced 193 ft-lb 1'7 1/2"3905 ft-lb 0.049 (5%)D+S L Shear 125 lb 10"2872 lb 0.044 (4%)D+S L LL Defl inch 0.000 (L/999)0 999.000 (L/0)0.000 (0%) TL Defl inch 0.001 (L/30640) 1'7 1/2"0.208 (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"13%120 / 137 257 L D+S 2 -SPF End Grain 1.500"13%120 / 137 257 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 40 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 3 of 60 1 1/2"3'3" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Upper 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 60 6'5" 6'2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Upper LevelH3 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 0 411 539 0 0 2 0 411 539 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1465 ft-lb 3'2 1/2"3946 ft-lb 0.371 (37%)D+S L Unbraced 1465 ft-lb 3'2 1/2"3905 ft-lb 0.375 (38%)D+S L Shear 703 lb 10"2872 lb 0.245 (24%)D+S L LL Defl inch 0.021 (L/3531)3'2 1/2"0.315 (L/240)0.070 (7%)S L TL Defl inch 0.038 (L/2004)3'2 1/2"0.419 (L/180)0.090 (9%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"50%411 / 539 950 L D+S 2 -SPF End Grain 1.500"50%411 / 539 950 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 4-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Uniform Top 60 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 5 of 60 1 1/2"6'5" 6'2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Upper LevelH3 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 6 of 60 2'3" 2' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Upper 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 0 349 862 0 0 2 0 349 862 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 608 ft-lb 1'1 1/2"3946 ft-lb 0.154 (15%)D+S L Unbraced 608 ft-lb 1'1 1/2"3905 ft-lb 0.156 (16%)D+S L Shear 314 lb 1'5"2872 lb 0.109 (11%)D+S L LL Defl inch 0.001 (L/20087) 1'1 9/16"0.106 (L/240)0.010 (1%)S L TL Defl inch 0.002 (L/14299) 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"63%349 / 862 1211 L D+S 2 -SPF End Grain 1.500"63%349 / 862 1211 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 18-3-0 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 60 1 1/2"2'3" 2' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Upper 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 60 3'3" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Upper 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 0 138 341 0 0 2 0 138 341 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 360 ft-lb 1'7 1/2"3946 ft-lb 0.091 (9%)D+S L Unbraced 360 ft-lb 1'7 1/2"3905 ft-lb 0.092 (9%)D+S L Shear 234 lb 10"2872 lb 0.081 (8%)D+S L LL Defl inch 0.002 (L/23053) 1'7 1/2"0.156 (L/240)0.010 (1%)S L TL Defl inch 0.002 (L/16410) 1'7 1/2"0.208 (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"25%138 / 341 479 L D+S 2 -SPF End Grain 1.500"25%138 / 341 479 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 5-0-0 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 60 1 1/2"3'3" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Upper 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 60 2'3" 2' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Upper 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 96 236 0 0 2 0 96 236 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 167 ft-lb 1'1 1/2"3946 ft-lb 0.042 (4%)D+S L Unbraced 167 ft-lb 1'1 1/2"3905 ft-lb 0.043 (4%)D+S L Shear 86 lb 10"2872 lb 0.030 (3%)D+S L LL Defl inch 0.000 (L/999)0 999.000 (L/0)0.000 (0%) TL Defl inch 0.000 (L/999)0 999.000 (L/0)0.000 (0%) Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"17%96 / 236 332 L D+S 2 -SPF End Grain 1.500"17%96 / 236 332 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 5-0-0 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 60 1 1/2"2'3" 2' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Upper 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 60 9'7" 9'4" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Upper 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 0 407 1006 0 0 2 0 407 1006 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 3299 ft-lb 4'9 1/2"3946 ft-lb 0.836 (84%)D+S L Unbraced 3299 ft-lb 4'9 1/2"3905 ft-lb 0.845 (84%)D+S L Shear 1168 lb 8'9"2872 lb 0.407 (41%)D+S L LL Defl inch 0.137 (L/831)4'9 1/2"0.473 (L/240)0.290 (29%)S L TL Defl inch 0.192 (L/592)4'9 1/2"0.631 (L/180)0.300 (30%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"74%407 / 1006 1414 L D+S 2 -SPF End Grain 1.500"74%407 / 1006 1414 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 5-0-0 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 60 1 1/2"9'7" 9'4" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Upper 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 60 8'1 1/2" 6"7' 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project 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 0 525 1297 0 0 2 0 442 1091 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Neg Moment -51 ft-lb 6"3946 ft-lb 0.013 (1%)D+S LL Unbraced -51 ft-lb 6"3932 ft-lb 0.013 (1%)D+S LL Pos Moment 2760 ft-lb 4'4 7/8"3946 ft-lb 0.699 (70%)D+S _L Unbraced 2760 ft-lb 4'4 7/8"3905 ft-lb 0.707 (71%)D+S _L Shear 1203 lb 1'6"2872 lb 0.419 (42%)D+S LL LL Defl inch 0.069 (L/1281)4'4 13/16"0.367 (L/240)0.190 (19%)S _L TL Defl inch 0.096 (L/914)4'4 13/16"0.489 (L/180)0.200 (20%)D+S _L LL Cant -0.015 (2L/804) Lt Cant 0.200 (2L/240) 0.075 (7%)S _L TL Cant -0.021 (2L/574) Lt Cant 0.300 (2L/180) 0.070 (7%)D+S _L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 5.500"26%525 / 1297 1823 LL D+S 2 -SPF End Grain 1.500"80%442 / 1094 1536 _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. This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 15 of 60 8'1 1/2" 6"7' 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project 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 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 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 16 of 60 1 1/2"8'1 1/2" 6"7' 1/2" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project 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 17 of 60 10' 9'1" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project 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 0 370 420 0 0 2 0 370 420 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1675 ft-lb 5'3946 ft-lb 0.424 (42%)D+S L Unbraced 1675 ft-lb 5'3905 ft-lb 0.429 (43%)D+S L Shear 606 lb 1'2"2872 lb 0.211 (21%)D+S L LL Defl inch 0.049 (L/2253)5'0.460 (L/240)0.110 (11%)S L TL Defl inch 0.092 (L/1198)5'0.614 (L/180)0.150 (15%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 5.500"11%370 / 420 790 L D+S 2 -SPF End Grain 5.500"11%370 / 420 790 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 40 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 18 of 60 1 1/2"10' 9'1" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project 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 19 of 60 17' 16'3" 1 SPF End Grain 2 SPF End Grain 5 1/4" 1'2" 1 2 3 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main LevelB1 LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:3 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: Yes Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 4250 4314 2499 0 0 2 4250 4314 2499 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 33770 ft-lb 8'6"42165 ft-lb 0.801 (80%)D+L L Shear 7074 lb 1'5 3/4"13965 lb 0.507 (51%)D+L L LL Defl inch 0.433 (L/454)8'6 1/16"0.546 (L/360)0.790 (79%)0.75(L+S)L TL Defl inch 0.801 (L/245)8'6 1/16"0.819 (L/240)0.980 (98%)D+0.75(L+S)L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 4.500"53%4314 / 5062 9376 L D+0.75(L+S) 2 -SPF End Grain 4.500"53%4314 / 5062 9376 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 = 0.369", Long Term = 0.553" 3 Fasten all plies using 3 rows of SDW22500 at 24" o.c. Maximum end distance not to exceed 12". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Simpson fasteners applied from a single side of the member use tip values where published. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top must be laterally braced at a maximum of 1'4" o.c. 9 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 12-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 180 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Uniform 7-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF Self Weight 21 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 20 of 60 1 1/2"17' 16'3" 1 SPF End Grain 2 SPF End Grain 5 1/4" 1'2" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main LevelB1 LP-LVL 2900Fb-2.0E 1.750" X 14.000" 3-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 3 rows of SDW22500 at 24" o.c.. Maximum end distance not to exceed 12". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 450.0 PLF Yield Limit per Fastener 300.0 lb. Yield Mode Lookup Edge Distance 1 1/2" Min. End Distance 6" 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 21 of 60 8'9" 8'3" 1 SPF End Grain 2 SPF End Grain 5 1/4" 11 7/8" 1 4 52 6 3 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main LevelB2 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply -PASSED Version 19.51.161Powered by iStruct Member Information Type:Girder Plies:3 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: Yes Deck:Not Checked Reactions UNPATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 1400 1936 2390 0 0 2 6538 4576 1946 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 16034 ft-lb 7'31048 ft-lb 0.516 (52%)D+L L Shear 10080 lb 7'6 7/8"11845 lb 0.851 (85%)D+L L LL Defl inch 0.089 (L/1125)4'10 3/16"0.279 (L/360)0.320 (32%)0.75(L+S)L TL Defl inch 0.152 (L/663)4'10 1/4"0.419 (L/240)0.360 (36%)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"40%1936 / 2842 4778 L D+0.75(L+S) 2 -SPF End Grain 3.000"94%4576 / 6538 11114 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 = 0.062", Long Term = 0.093" 3 Fasten all plies using 2 rows of SDW22500 at 24" o.c. Maximum end distance not to exceed 12". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Simpson fasteners applied from a single side of the member use tip values where published. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top must be laterally braced at a maximum of 1'4" o.c. 9 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 Part. Uniform 0-0-0 to 7-0-0 13-3-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Part. Uniform 0-0-0 to 7-0-0 Top 30 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Point 7-0-0 Top 3850 lb 7150 lb 0 lb 0 lb 0 lb Bearing Length 0-3-8 4 Part. Uniform 7-0-0 to 8-9-0 11-3-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 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 22 of 60 8'9" 8'3" 1 SPF End Grain 2 SPF End Grain 5 1/4" 11 7/8" 1 4 52 6 3 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main LevelB2 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-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 5 Part. Uniform 7-0-0 to 8-9-0 6-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 6 Part. Uniform 7-0-0 to 8-9-0 Top 140 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 18 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 60 1 1/2"8'9" 8'3" 1 SPF End Grain 2 SPF End Grain 5 1/4" 11 7/8" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main LevelB2 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply -PASSED Version 19.51.161Powered by iStruct Multi-Ply Analysis Fasten all plies using 2 rows of SDW22500 at 24" o.c.. Maximum end distance not to exceed 12". Capacity 0.0 % Load 0.0 PLF Yield Limit per Foot 300.0 PLF Yield Limit per Fastener 300.0 lb. Yield Mode Lookup Edge Distance 1 1/2" Min. End Distance 6" 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 60 3'6" 3'3" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main 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 1 928 435 0 0 0 2 928 435 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1109 ft-lb 1'9"3431 ft-lb 0.323 (32%)D+L L Unbraced 1109 ft-lb 1'9"3401 ft-lb 0.326 (33%)D+L L Shear 714 lb 2'8"2498 lb 0.286 (29%)D+L L LL Defl inch 0.006 (L/7251)1'9 1/16"0.112 (L/360)0.050 (5%)L L TL Defl inch 0.008 (L/4935)1'9 1/16"0.169 (L/240)0.050 (5%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"71%435 / 928 1363 L D+L 2 -SPF End Grain 1.500"71%435 / 928 1363 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 13-3-0 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 25 of 60 1 1/2"3'6" 3'3" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main 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 26 of 60 3'3" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project 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 0 159 392 0 0 2 0 159 392 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 414 ft-lb 1'7 1/2"3946 ft-lb 0.105 (10%)D+S L Unbraced 414 ft-lb 1'7 1/2"3905 ft-lb 0.106 (11%)D+S L Shear 269 lb 10"2872 lb 0.094 (9%)D+S L LL Defl inch 0.002 (L/20046) 1'7 1/2"0.156 (L/240)0.010 (1%)S L TL Defl inch 0.003 (L/14270) 1'7 1/2"0.208 (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"29%159 / 392 551 L D+S 2 -SPF End Grain 1.500"29%159 / 392 551 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 5-9-0 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 27 of 60 1 1/2"3'3" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project 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 28 of 60 3'3" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main LevelH11 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 0 120 137 0 0 2 0 120 137 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 193 ft-lb 1'7 1/2"3946 ft-lb 0.049 (5%)D+S L Unbraced 193 ft-lb 1'7 1/2"3905 ft-lb 0.049 (5%)D+S L Shear 125 lb 10"2872 lb 0.044 (4%)D+S L LL Defl inch 0.000 (L/999)0 999.000 (L/0)0.000 (0%) TL Defl inch 0.001 (L/30640) 1'7 1/2"0.208 (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"13%120 / 137 257 L D+S 2 -SPF End Grain 1.500"13%120 / 137 257 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 40 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 29 of 60 1 1/2"3'3" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main LevelH11 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 30 of 60 6'6" 6' 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 4 5 623 7 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main 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 1 498 1949 2592 0 0 2 1615 2431 2282 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 10594 ft-lb 3'3"15016 ft-lb 0.706 (71%)D+S L Shear 4521 lb 5'6 1/4"7265 lb 0.622 (62%)D+0.75(L+S)L LL Defl inch 0.087 (L/848)3'3"0.204 (L/360)0.420 (42%)S L TL Defl inch 0.163 (L/452)3'3"0.306 (L/240)0.530 (53%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"58%1949 / 2592 4540 L D+S 2 -SPF End Grain 3.000"68%2431 / 2923 5354 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 = 0.076", Long Term = 0.114" 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 Part. Uniform 0-0-0 to 3-3-0 10-6-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 2 Point 3-3-0 Top 1050 lb 0 lb 1950 lb 0 lb 0 lb Bearing Length 0-3-8 3 Point 3-3-0 Top 935 lb 0 lb 0 lb 0 lb 0 lb Bearing Length 0-3-8 4 Part. Uniform 3-3-0 to 6-6-0 16-3-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 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 31 of 60 6'6" 6' 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 4 5 623 7 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main 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 5 Part. Uniform 3-3-0 to 6-6-0 Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF 6 Part. Uniform 3-3-0 to 4-9-0 18-3-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 7 Point 4-9-0 Top 138 lb 0 lb 341 lb 0 lb 0 lb H5 Brg 1 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 32 of 60 1 1/2"6'6" 6' 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main 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 33 of 60 9'7" 9'4" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main LevelH12 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 0 498 403 0 0 2 0 498 403 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 2102 ft-lb 4'9 1/2"3946 ft-lb 0.533 (53%)D+S L Unbraced 2102 ft-lb 4'9 1/2"3905 ft-lb 0.538 (54%)D+S L Shear 744 lb 10"2872 lb 0.259 (26%)D+S L LL Defl inch 0.055 (L/2079)4'9 1/2"0.473 (L/240)0.120 (12%)S L TL Defl inch 0.122 (L/929)4'9 1/2"0.631 (L/180)0.190 (19%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"47%498 / 403 901 L D+S 2 -SPF End Grain 1.500"47%498 / 403 901 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 70 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 34 of 60 1 1/2"9'7" 9'4" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main LevelH12 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 35 of 60 3'6" 3'3" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main LevelH13 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 0 312 772 0 0 2 0 312 772 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 882 ft-lb 1'9"3946 ft-lb 0.224 (22%)D+S L Unbraced 882 ft-lb 1'9"3905 ft-lb 0.226 (23%)D+S L Shear 568 lb 10"2872 lb 0.198 (20%)D+S L LL Defl inch 0.005 (L/8714)1'9 1/16"0.169 (L/240)0.030 (3%)S L TL Defl inch 0.007 (L/6203)1'9 1/16"0.225 (L/180)0.030 (3%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"57%312 / 772 1084 L D+S 2 -SPF End Grain 1.500"57%312 / 772 1084 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 10-6-0 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 36 of 60 1 1/2"3'6" 3'3" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main LevelH13 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 60 9'6" 9' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 3 4 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main LevelB5 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 1 152 987 1006 0 0 2 152 987 1006 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1604 ft-lb 4'9"3431 ft-lb 0.467 (47%)D+L L Unbraced 1604 ft-lb 4'9"3401 ft-lb 0.472 (47%)D+L L Shear 584 lb 11 1/2"2498 lb 0.234 (23%)D+L L LL Defl inch 0.018 (L/6061)4'9"0.304 (L/360)0.060 (6%)L L TL Defl inch 0.087 (L/1262)4'9"0.456 (L/240)0.190 (19%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"52%987 / 1006 1993 L D+S 2 -SPF End Grain 3.000"52%987 / 1006 1993 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 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 3 Point 0-0-0 Top 407 lb 0 lb 1006 lb 0 lb 0 lb H7 Brg 1 4 Point 9-6-0 Top 407 lb 0 lb 1006 lb 0 lb 0 lb H7 Brg 2 This design is valid until 10/3/2022 Manufacturer Info Lampert Lumber14555 Galaxie Ave., MN55124 952-432-0600 Page 38 of 60 1 1/2"9'6" 9' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main LevelB5 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 39 of 60 3'6" 3' 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main 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 1138 784 368 0 0 2 1138 1869 2383 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1341 ft-lb 1'9"13057 ft-lb 0.103 (10%)D+L L Shear 847 lb 2'6 1/4"6318 lb 0.134 (13%)D+L L LL Defl inch 0.006 (L/6772)1'9"0.104 (L/360)0.050 (5%)L L TL Defl inch 0.009 (L/4008)1'9"0.156 (L/240)0.060 (6%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"24%784 / 1138 1922 L D+L 2 -SPF End Grain 3.000"57%1869 / 2640 4509 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 Provide restraint at Bearing 2 to prevent buckling or transfer 431 lbs of unfactored applied load around member to support below. Connection to the king stud/post, full-depth blocking, column caps that extend to mid-height, or other devices that prevent buckling can be used to provide restraint at the bearing. Rim board, squash blocks, or other devices can be used to transfer the load. 3 Dead Load Deflection: Instant = 0.004", Long Term = 0.006" 4 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. 5 Refer to last page of calculations for fasteners required for specified loads. 6 Girders are designed to be supported on the bottom edge only. 7 Top loads must be supported equally by all plies. 8 Top must be laterally braced at a maximum of 1'4" o.c. 9 Bottom braced at bearings. 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 40 of 60 3'6" 3' 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main LevelB6 LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply -PASSED Version 19.51.161Powered by iStruct ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 16-3-0 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 5-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 4 Point 3-4-8 Top 1085 lb 0 lb 2015 lb 0 lb 0 lb 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 41 of 60 1 1/2"3'6" 3' 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main 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 42 of 60 3'6" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 3 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main 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 1138 1162 1341 0 0 2 1138 1162 1341 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 2107 ft-lb 1'9"3946 ft-lb 0.534 (53%)D+0.75(L+S)L Unbraced 2107 ft-lb 1'9"3905 ft-lb 0.540 (54%)D+0.75(L+S)L Shear 1367 lb 2'6 1/2"2872 lb 0.476 (48%)D+0.75(L+S)L LL Defl inch 0.008 (L/4557)1'9"0.104 (L/360)0.080 (8%)0.75(L+S)L TL Defl inch 0.013 (L/2804)1'9"0.156 (L/240)0.090 (9%)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"79%1162 / 1859 3021 L D+0.75(L+S) 2 -SPF End Grain 3.000"79%1162 / 1859 3021 L D+0.75(L+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 16-3-0 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 18-3-0 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 43 of 60 1 1/2"3'6" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main 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 44 of 60 2'6" 2' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 3 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main 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: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 1 813 830 958 0 0 2 813 830 958 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 974 ft-lb 1'3"3946 ft-lb 0.247 (25%)D+0.75(L+S)L Unbraced 974 ft-lb 1'3"3905 ft-lb 0.250 (25%)D+0.75(L+S)L Shear 504 lb 1'6 1/2"2872 lb 0.175 (18%)D+0.75(L+S)L LL Defl inch 0.002 (L/14492) 1'3 1/16"0.071 (L/360)0.020 (2%)0.75(L+S)L TL Defl inch 0.003 (L/8918)1'3 1/16"0.106 (L/240)0.030 (3%)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"56%830 / 1328 2158 L D+0.75(L+S) 2 -SPF End Grain 3.000"56%830 / 1328 2158 L D+0.75(L+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 16-3-0 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 18-3-0 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 45 of 60 1 1/2"2'6" 2' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Main 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 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 46 of 60 8'1" 7'10" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Lower LevelB9 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 1 130 493 0 0 0 2 130 493 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1220 ft-lb 4' 1/2"3431 ft-lb 0.356 (36%)D+L L Unbraced 1220 ft-lb 4' 1/2"3401 ft-lb 0.359 (36%)D+L L Shear 494 lb 10"2498 lb 0.198 (20%)D+L L LL Defl inch 0.010 (L/9136)4' 9/16"0.265 (L/360)0.040 (4%)L L TL Defl inch 0.050 (L/1902)4' 9/16"0.398 (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"33%493 / 130 623 L D+L 2 -SPF End Grain 1.500"33%493 / 130 623 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 47 of 60 1 1/2"8'1" 7'10" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Lower LevelB9 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 48 of 60 8'1" 7'10" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 4 53 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Lower LevelB10 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 1110 963 69 0 0 2 1242 1928 1059 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 4224 ft-lb 4'2 3/8"13057 ft-lb 0.324 (32%)D+L L Shear 2245 lb 7'2 3/4"6318 lb 0.355 (36%)D+L L LL Defl inch 0.058 (L/1653)4' 11/16"0.265 (L/360)0.220 (22%)L L TL Defl inch 0.112 (L/852)4'1 3/16"0.398 (L/240)0.280 (28%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"53%963 / 1110 2073 L D+L 2 -SPF End Grain 1.500"93%1928 / 1726 3654 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 = 0.054", Long Term = 0.082" 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 6-9-10 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Point 7-6-0 Top 987 lb 152 lb 1006 lb 0 lb 0 lb B5 Brg 2 Bearing Length 0-3-8 4 Part. Uniform 7-6-0 to 8-1-0 5-0-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 5 Part. Uniform 7-6-0 to 8-1-0 Top 110 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 49 of 60 1 1/2"8'1" 7'10" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Lower LevelB10 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 50 of 60 5'8" 5'2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 5 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Lower LevelB11 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 1360 2159 2390 0 0 2 1647 1852 1634 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 7411 ft-lb 3'4 1/8"15016 ft-lb 0.494 (49%)D+0.75(L+S)L Shear 3833 lb 4'8 1/4"7265 lb 0.528 (53%)D+0.75(L+S)L LL Defl inch 0.055 (L/1144)2'11 5/8"0.176 (L/360)0.310 (31%)0.75(L+S)L TL Defl inch 0.096 (L/659)2'11 7/16"0.265 (L/240)0.360 (36%)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"63%2159 / 2813 4972 L D+0.75(L+S) 2 -SPF End Grain 3.000"55%1852 / 2461 4313 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 = 0.041", Long Term = 0.061" 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 8-3-0 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 3-6-0 Top 110 PLF 0 PLF 0 PLF 0 PLF 0 PLF 4 Part. Uniform 0-0-0 to 3-6-0 18-3-0 Top 17 PSF 0 PSF 42 PSF 0 PSF 0 PSF 5 Point 3-6-0 Top 1162 lb 1138 lb 1341 lb 0 lb 0 lb B7 Brg 1 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 51 of 60 1 1/2"5'8" 5'2" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Lower LevelB11 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 52 of 60 9'3" 9'3" 1 SPF 2 SPF 3 1/2" 9 1/2" 1 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Lower LevelB12 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: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 1110 460 0 0 0 2 1110 460 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 3534 ft-lb 4'7 1/2"13057 ft-lb 0.271 (27%)D+L L Shear 1541 lb 8'4 3/4"6318 lb 0.244 (24%)D+L L LL Defl inch 0.084 (L/1311)4'7 1/2"0.228 (L/480)0.370 (37%)L L TL Defl inch 0.118 (L/927)4'7 1/2"0.456 (L/240)0.260 (26%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF 1.500"70%460 / 1110 1570 L D+L 2 -SPF 1.500"70%460 / 1110 1570 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 = 0.035", Long Term = 0.052" 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 braced at bearings. 7 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 6-0-0 Near Face 15 PSF 40 PSF 0 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 53 of 60 1 1/2"9'3" 9'3" 1 SPF 2 SPF 3 1/2" 9 1/2" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Lower LevelB12 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 89.0 % Load 165.0 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 D+L 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 54 of 60 3'3" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Lower LevelB13 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 1300 488 0 0 0 2 1300 488 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1343 ft-lb 1'7 1/2"3431 ft-lb 0.391 (39%)D+L L Unbraced 1343 ft-lb 1'7 1/2"3401 ft-lb 0.395 (39%)D+L L Shear 871 lb 2'5"2498 lb 0.349 (35%)D+L L LL Defl inch 0.006 (L/6051)1'7 1/2"0.104 (L/360)0.060 (6%)L L TL Defl inch 0.009 (L/4401)1'7 1/2"0.156 (L/240)0.050 (5%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"93%488 / 1300 1788 L D+L 2 -SPF End Grain 1.500"93%488 / 1300 1788 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 20-0-0 Top 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 55 of 60 1 1/2"3'3" 3' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Lower LevelB13 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 56 of 60 3' 2'9" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Lower LevelB14 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 1200 450 0 0 0 2 1200 450 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1137 ft-lb 1'6"3431 ft-lb 0.331 (33%)D+L L Unbraced 1137 ft-lb 1'6"3401 ft-lb 0.334 (33%)D+L L Shear 733 lb 2'2"2498 lb 0.294 (29%)D+L L LL Defl inch 0.004 (L/7771)1'6"0.096 (L/360)0.050 (5%)L L TL Defl inch 0.006 (L/5652)1'6"0.144 (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"86%450 / 1200 1650 L D+L 2 -SPF End Grain 1.500"86%450 / 1200 1650 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 20-0-0 Top 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 57 of 60 1 1/2"3' 2'9" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Lower LevelB14 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 58 of 60 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Ballooned Stairwell, Tall Wall DesignsS1 LP-LVL 2900Fb-2.0E 1.500" X 5.500"-PASSED Version 19.51.161Powered by iStruct Design Method:ASD Building Code:IBC/IRC 2015 Importance: Normal Application:Stud In Wall Load Sharing: Yes Spacing:1-0-0 Unbraced Length:Continuous Orientation:Beam Building Type:Enclosed Zone:Zone 4 Mean Roof Height:30-0-0 Wind Speed mph:115 Exposure Category: C Topographical Factor Kzt 1.0 Risk Occupancy Category II LL Deflection Limit:L/180 Design OK. Design Notes 1.Axial load eccentricity of 1/6 dimension applied only to the direction perpendicular to the wall. 2.Designed in accordance with NDS 2015, ASCE7 and IBC/IRC 2015. 3.Restrain top and bottom of member for lateral stability. 4.One hole up to 2 3/16" in diameter with a minimum edge distance of 5/8" may be drilled in the member. 5.Holes or notches are not permitted within 6" from top or bottom end of the member; if a hole and a notch exist, they need to be at least 12" o.c. from each other. 6.Effective length factor 0.85 for slenderness and strength calculations. 7.Design wind load based on leeward pressure 31 PSF. Windward pressure is 28 PSF.20-5-8 0-5-80-1-8 Analysis Actual Allowed Capacity Load Combination Slenderness 37.9 50.0 76% Axial (lb.)958 2674 36%D+S Axial + Bending 0.74 1 74%D+0.75(0.6W+S) Bearing SPF (lb.)1006 3506 29%D+S LL Deflection 1.229 (in.) L/200 1.364 (in.) L/180 90%D+(0.7)(0.6)W Lateral Reaction Top 188 D+0.6W Lateral Reaction Bot 188 D+0.6W Design Properties E:2000000 Fc:3200 Ey:2000000 Fv:285 Fb:2900 Fvy:140 Fby:2950 Applied Loads ID Load Type Location Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments Axial 1 Point 20-5-8 310 PLF 0 PLF 648 PLF 0 PLF 0 PLF Lateral 2 Uniform 0 PLF 0 PLF 0 PLF 31 PLF 0 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 Page 1 of 1Page 59 of 60 Client:Summergate Company Project: Address:17870 Hamburg ( incomplete address provided. ) Date:1/21/2021 Designer:Tim Stiehm Job Name:The Huntington Project Project #:Tom Siegel, Salesman Level: Ballooned Stairwell, Tall Wall DesignsS1-Copy1 LP-LVL 2900Fb-2.0E 1.500" X 5.500" 3-Ply -PASSED Version 19.51.161Powered by iStruct Design Method:ASD Building Code:IBC/IRC 2015 Importance: Normal Application:Column In Wall Load Sharing: Yes Spacing:2-3-0 Unbraced Length:Continuous Orientation:Beam Building Type:Enclosed Zone:Zone 4 Mean Roof Height:30-0-0 Wind Speed mph:115 Exposure Category: C Topographical Factor Kzt 1.0 Risk Occupancy Category II LL Deflection Limit:L/180 Design OK. Design Notes 1.Axial load eccentricity of 1/6 dimension applied only to the direction perpendicular to the wall. 2.Designed in accordance with NDS 2015, ASCE7 and IBC/IRC 2015. 3.Restrain top and bottom of member for lateral stability. 4.One hole up to 2 3/16" in diameter with a minimum edge distance of 5/8" may be drilled in the member. 5.Holes or notches are not permitted within 6" from top or bottom end of the member; if a hole and a notch exist, they need to be at least 12" o.c. from each other. 6.Effective length factor 0.85 for slenderness and strength calculations. 7.Design wind load based on leeward pressure 31 PSF. Windward pressure is 28 PSF. Built-Up Column Connections: 8.Fasten all plies with SDS ¼ X 4 1/2 screws @ 8" o.c. spacing (staggered). Min. end distance = 4". Min. edge distance = 2". Adjacent screws driven from opposite faces. 9.Lateral slenderness ratio based on single ply width. 20-5-8 0-5-80-4-8 0-1-8 Analysis Actual Allowed Capacity Load Combination Slenderness 37.9 50.0 76% Axial (lb.)585 8021 7%D+S Axial + Bending 0.45 1 45%D+0.6W Bearing SPF (lb.)730 10519 7%D+S LL Deflection 0.936 (in.) L/262 1.364 (in.) L/180 69%D+(0.7)(0.6)W Lateral Reaction Top 423 D+0.6W Lateral Reaction Bot 423 D+0.6W Design Properties E:2000000 Fc:3200 Ey:2000000 Fv:285 Fb:2900 Fvy:140 Fby:2950 Applied Loads ID Load Type Location Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments Axial 1 Point 20-5-8 85 PLF 0 PLF 175 PLF 0 PLF 0 PLF Lateral 2 Uniform 0 PLF 0 PLF 0 PLF 69 PLF 0 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 Page 1 of 1Page 60 of 60 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 X01/28/21 KP