HomeMy WebLinkAboutLA183964 17928 Evening Lane Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
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
7 : 127 : 127 : 127 : 127 : 127 : 123'-6"3'3'4" LP TRIM AROUNDWINDOW7 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 127 : 12DASHED LINESREPRESENT PATIOWALKOUT OPTION8'-1 1/8"1'-6 3/4"9'15'-7 1/4"DASHED LINES REPRESENT LO/WO OPTIONNO WINDOW FORFULL BASEMENTOPTION7 : 127 : 127 : 127 : 127 : 127 : 128 : 128 : 128 : 128 : 128 : 12712712DASHED LINES REPRESENT LO/WO OPTIONWINDOW FORFB ONLYSTEP GRADE PER SITE CONDITIONS8 : 128 : 128 : 128 : 128 : 128 : 128 : 128 : 128 : 128 : 128 : 12DASHED LINES REPRESENT LO/WO OPTIONSTEP GRADE PER SITE CONDITIONS8 : 128 : 128 : 128 : 128 : 128 : 12Plan Approval:________________________Date: _______These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET:DATE:A-1THE WaterfordOverview:-Rambler Single-Family Home-1830 Finished Square Feet-1539 Unfinished Square Feet-3 Bedrooms 2 Full Bath-Three Stall Garage17928 Evening laneLakeville, MNLot 5 Block 2 Knob Hill8/11/2020ELEVATION AStone CountsGarage 18 SFHouse Front 42 SFTotal Stone 60 SFConcept Approval ONLYSubject to Field InspectionInspectorDate2020MN BldgCode09/14/2020dmathews
SELECTEDSSSS60"x21"60"x21"5036RS5036RS2668286826682468266826682868UPFDSUMP16'1 1/2" M.O8'1 1/2" M.O3'-9"EGRESS PITDRAIN TILE SLEEVE3'-9"EGRESS PITDRAIN TILE SLEEVEBRICK LEDGE 2"BRICK LEDGE 2"BRICK LEDGE 2"GARAGE STRAPS800LBS x2GARAGE STRAPS800LBS x2GARAGE STRAPS800LBS x2GARAGE STRAPS800LBS x2EGRESS PIT REQUIREDON ALL FOUNDATIONSS1S-1S1S-1Section 1S2S-1S2S-1Section 26'-5"3'-6"23'-5 3/4"17'-6 1/4"7'19'7'-10"22'-11 1/2"47'-10"2'-6"1'-4"4'-8"7'-6"23'-5"7'-6"8'-5"10'10'5'5'13'-3 1/2"7'-7 1/2"20'10'50'-11"8'-5"24'-5 1/4"6'-6"7'-5 1/2"32'-10 1/4"13'-11 1/2"4'-8 1/4"2'-1"53'-7"2'20'-10"5"6'-11"23'-5"53'-7"3'-1"30'-4"21'-3"51'-6"4'-4"18'-4 15/16"6'-10 3/4"3'-11 1/2"7'-9 1/2"25'-4 3/4"22'-5 1/4"20'-10 5/8"5'-11 3/4"7'-7 1/2"7'-4"18'-8"20'-2"25'-7"3'-1"29'-4"17'-10 1/4"12'-6 1/2"14'-3 3/8"5'-11 5/8"26'-1" X 6'-8"12'-11" X 4'-0"46'-6" X 31'-10"5'-9" X 11'-6"14'-6" X 13'-11"WINDOWLOCATIONFOR FBONLYFUTURE BEDROOM #4BATHCLOSETFUTURE FAMILYUTILITY3'x3' PADSTEEL BEAMBEAM POCKET16" WIDE 14" DEEP3 1/2" BEARINGVOID IN FTG FOR PLUMBINGFRAME WALL AND DOORFOR NON FINISHEDBASEMENT OPTION ONLYBRICK LEDGE 2"5036RS5036RS5036RS5'-10 1/2"17'-0 1/2"17'-7"7'-6"48'OCSTEP FOUNDATION PER GRADE60685036RS5036RS6'-5"16'-6"17'-7"7'-6"48'These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.FOUNDATION PLANFOUNDATION LOOKOUT OPTIONSHEET:1/4"=1'-0"FOUNDATION WALKOUT OPTIONDATE:FOUNDATION PLANA-2FOOTING NOTES:1: ALL FOOTINGS TO REST ON CLEAN, FIRM UNDISTURBED SOIL.2: CONCRETE STRENGTH 5,000 PSI.3: PERIMETER FOOTING (20"x8")4: LOAD BEARING FOOTING (16"x8")5: DRAIN TILE PLACED ON INSIDE & OUTSIDE OF FOOTING.17928 Evening laneLakeville, MNLot 5 Block 2 Knob HillFULL BASEMENT8/11/2020(3)2x8884Wall bracing added as needed per code forcripple walls below braced wall line above.W12x30 Steel BeamUFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.
TRUSS DETAILS1. ALL TRUSSES SHALL CARRY MANUFACTURES STAMP.2. ALL TRUSSES SHALL BE INSTALLED AND BRACED TO MANUFACTURESSPECIFICATIONS.3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDINGDEPT. APPROVAL IF ENGINEERING CALCULATIONS.4. ALL TRUSSES SHALL HAVE DESIGN AND DRAWINGS ON SITE FORFRAMING INSPECTION.5. ALL ROOF FRAMING 24" O.C 6: OVERHANGS 18"STAIRWAY NOTESEvery Stairway Shall have Headroom Clearance of Not Less Than 6' 8".Stair MAX Rise 7 3/4" & MIN Run of 10".Handgrip On Handrails SHALL Not be less than 1 1/4" or More Than 2".Guard Rail Height of 36" MIN & Less Than 4" Opening on Spindles andStair Risers. Handrails Shall be at 34"-38" Above the nose of the treadand shall be continuous the full length of the stairs with each endreturned to the wall.Interior stairways shall be provided with a light source at each landing.DNSB6021SB48B39SB36DWB39B18LB24LB3D30RSB6021SB48B39SB36B39B18LB24LB3D30RElongated ToiletShower pan Rect (medium) [48]REF.Top-Mount RefrigeratorElectric RangeDryerWasher36" Open Front [36W]Single Basin Laundry SinkW3012W371224W1830RW3030W3930W3930266830685040RS5040RS28688070160702020FX60686046TS5040RS506824682668406826683068 SRO266824682868166824682468246842" Half WallWood CapCARPETCARPETCARPETCARPETCARPETVinylVinylVinyl4'-7 1/2"7'-2"2'-4 1/2"7'-0 1/8"12'10'-6"3'-8"7'3'3'-2 1/2"3'-9 3/4"3'-1 1/4"5'5'10'10'10'20'7'-7 1/2"1'-7"11'-9 1/2"51'6'-5"16'-6"10'-6"7'-1"7'-6"33'-5"14'-7"48'3'14'-9 3/4"8'-8 1/4"6'-11"21'-3"2'53'-8"5'-4"5'-5 1/2"2'10'-6"5'-4 1/2"10'-9 1/2"4'-3 1/2"20'-8 1/2"53'-8"6'-6"6'-8"6'-3"12'-4"10'-6 1/2"9'8'-0 1/2"9'-3 7/8"26'-4 3/8"5'-11"19'-1"9'-2 1/2"5'-3 1/2"4'2'-3"2'-6"2'-3"6'-2"3'-6"7'-10"2'-2"2'-7 1/4"195 sq ft663 SQ FT62 sq ft137 sq ft731 sq ft59 SQ FT218 sq ft55 sq ft135 sq ft79 sq ft73 sq ft70 sq ftGARAGEBedroom #3BathPORCHMaster BdrmMaster ClosetMaster BathLaundryMud RoomBedroom #2DiningGreat RoomOptional LockersOptional Fireplace42" 1/2 wallEND PANEL(2) 2X10 HDRUNDER WALLTIE 1/2 WALL INTO FLOOR TRUSSES12"x12" Post 2x6 wallSEE RAISED BAR DETAILFRAME TO FRAME MEASUREMENT FOR CABINETSsidewalk 42" from stoopInset step into stoop7'-4"1'Raised Bar Island Detail2x4 FRAMED WALL AT 42 1/2" HThese plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.CONSTRUCTION NOTES:2x6 EXTERIOR FRAMING SPACED AT 16" O.C.2x6 GARAGE FRAMING SPACED AT 16" O.C.2x4 INTERIOR FRAMING SPACED AT 24" O.C.EXTERIOR WALL SHEATHING 1/2" OSB SHEATHING SUBFLOOR: 3/4" OSB EXTERIOR GRADE.ROOF SHEATHING: 15/32" OSB EXTERIOR GRADE. EXTERIOR MOISTURE PROTECTIVE BARRIER:STANDARD BUILDING WRAPMAINTENANCE FREE VINYL SIDING .044 THICKNESS.INSULATION NOTES:INSULATE ALL ACCESS DOORS/HATCHES TO ATTICINSULATION SPECIFICATION:ATTIC R-49 FIBERGLASS BLOW-INWALLS R-21 FIBERGLASS BATT'SFOUNDATION INSULATE ON EXTERIOR 2 3/8" ENERGY BOARDSHEET:DATE:A-31/4"=1'1ST Floor17928 Evening laneLakeville, MNLot 5 Block 2 Knob Hill8/11/2020(3)2x10(2)9-1/2" LSL(3)2x10(2)11-7/8 LSL(2)2x12-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).666555644PFHPFHWall bracing on front elevation added as needed per code.
DN8 : 127 : 127 : 128 : 128 : 128 : 128 : 128 : 121'-6"1'1'-6"7 1/4" RISE10" TREADSOLID WOOD CAP RAILING WALL42" HEIGHTMIN. 6'-8" HEADROOM18" Floor Truss 19.2" OC.18" Floor Truss 19.2" OC.4 MIL POLY VAPOR BARRIER APPLIED ON WARM IN WINTER SIDE OF THERMAL INSULATION AT ABOVE GRADE FRAMED WALLS FLOORS AND CEILINGS.18" Floor Truss 19.2" OC.SEAL BEHIND POLY1/2" GYPSUM SAG RESISTANTW/ VAPOR BARRIER1/2" SHEATHING1/2" GYPSUM2x6 STUDS AT 16" OC#15 TAR PAPERASPHALT SHINGLESSOFFITFASCIAINSULATION CHUTEFINISH SIDING15/32" SHEATHINGR21 INSULATIONMANUFACTURED TRUSSES 24" OC.INSTALLED PER MFG SPEC'SR49 INSULATIONVENT 1/300TH OF ROOF AREA 50% TO 80% NEAR RIDGE REMAINDER IN SOFFIT PER IRC R806POLYSTYRENE VENTILATION CHUTESNOTE:PROVIDE RECEPTACLE FOR FUTURE RADON FAN,VENT PIPE SHALL BE INSTALLED WITH A MINIMUM 24"CLEARANCE AND 36" VERTICAL CLEARANCE TO ALLOWFOR FUTURE INSTALLATION OF RADON FAN (ACTIVE SYSTEM)RIGID WINDWASH BARRIER MUST BE INSTALLED EXTENDING TO WITHIN 1" FROM BOTTOM OF ROOF SHEATHING BETWEEN ALL TRUSS SPACESMIN 6" ENERGY HEELROOF ASSEMBLY MAY REQUIRE RAFTER/TRUSS TIE DOWNSICE AND WATER REQ. FROM THE EAVES TO A LINE 24" INSIDE THE EXTERIOR WALL LINEINTERIOR INSULATION UNLESS BLOWER DOOR TEST @ 2.6 AIR CHANGESSEALANT BY CARPENTER PRIOR TO SHEATHINGWATCH DOG H3 WATER PROOF3/4" SUBFLOOR3" MIN POLYURETHANEFOAM AT RIM JOIST2 3/8" ENERGY BOARD3 1/2" CONC. SEAL ALL JOINTS @ SUMP AND OPENINGS6 MIL POLY VAPOR BARRIERLAPPED SEAMS 12" BETWEEN4" CLEAN AGGREGATECAST-IN-PLACE ANCHOR BOLT8" POURED CONC.WALL20 X 8 CONCRETE FOOTING 5,000 PSICONTINUOUSDRAIN TILE INTOSUMP PUMP.TREATED SILL PLATEW/ SILL SEALSEAL BEHIND POLYFINISH GRADE WILL VARYSEAL BEHIND POLYABOVE GRADE PROTECTIONOF ENERGY BOARDEXTENDING 6" BELOW GRADESEAL JOINT BETWEEN FOUNDATION WALL AND SLAB WITH APPROVED SEALANT4 MIL POLY VAPOR BARRIER APPLIED ON WARM IN WINTER SIDE OF THERMAL INSULATION AT ABOVE GRADE FRAMED WALLS FLOORS AND CEILINGS.PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOFPASSIVE RADON VENT 10' SECTION OFPERFORATED PIPECONNECTED TO EACHSIDE OF A "T" FITTINGIN AGGREGATEPASSIVE RADON VENT
PASSIVE SUB-SLABPRESSURIZATION SYSTEMEQUIRED PER MINNESOTASIDENTIAL ENERGY CODE1322.2100 TERMINATE 12"ABOVE ROOFThese plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET:ROOF PLAN3/8"=1'-0"3/8"=1'-0"DATE:S2S-1S11/4"=1'-0"17928 Evening laneLakeville, MNLot 5 Block 2 Knob Hill8/11/2020R-4 on pipe in attic
ELECTRICAL NOTES:1. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I. AS PER NATIONALELECTRICAL CODE REQUIREMENTS.2. PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECTSMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS SO THAT, WHEN ANY ONE ISTRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS.3. CO2 DETECTOR IS REQUIRED PER STATE STATUTE 299F.504. LIGHT BULBS MUST BE AT LEAST 75% CFL THROUGH OUT THE HOUSE.DNDWREF.CCGFCIGFCIWPWPEPRRRRRRRRTWPWPSSSUPThese plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET:DATE:1ST Floor ElectricalLower Level Electrical17928 Evening laneLakeville, MNLot 5 Block 2 Knob Hill8/11/2020SmokeCOSmokeSmokeSmokeSmokeCOSmoke
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4 9 )--,17928 Evening lane&'( )*+ 960X60 MU2-8CS-WSP BRACED WALL METHOD13'11" REQUIRED6' CS-WSP4' CS-WSP6' CS-WSPCS-WSP BRACED WALL METHOD12.8' REQUIREDCS-WSP BRACED WALL METHOD12.8' REQUIRED6' CS-WSP6' CS-WSP4' CS-WSP5' CS-WSP5' CS-WSP5' CS-WSPRequired braced wall line, seemain level plan for requiredpanel location.
Sawn Lumber
Label Qty Description Length
MF2 12 2x10 SPF_No.2 6’-0"
MF3 3 2x8 SPF_No.2 6’-0"
MF4 4 2x6 SPF_No.2 6’-0"
MF5 4 2x6 SPF_No.2 3’-0"
LP LSL
Label Qty Description Length
MF1 2 1-3/4x9-1/2 LP-LSL 1.55E 8’-0"Master Set Beam LayoutLoomis Homes84907/30/2018Justin SpreitzerJustin Spreitzer
2631 Territorial Road
St. Paul, MN, 55114
612-282-0976
RevisedDrawn By:Project #DateQUESTIONS? PLEASE CONTACT ME,
1. ALWAYS READ PRODUCT BROCHURE BEFORE
INSTALLATION OF EWP PRODUCTS.
2. REFER TO HOLE CHARTS PRIOR TO DRILLING
PRODUCT.
3. THIS DOCUMENT IS INTENDED SOLELY AS A
PLACEMENT PLAN. IT IS TO BE REVIEWED BY THE
ENGINEER OF RECORD AND MUST MEET HIS/HER
APPROVAL PRIOR TO INSTALLATION OF OUR
PRODUCT.
4. THIS DOCUMENT IS NOT TO BE USED AS A
REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL
PLANS.
5. LAYOUT, QUANTITY AND LENGTH TO BE
VERIFIED BY CONTRACTOR.
Additional Notes
General Notes
WALKOUT OPTION
LOOKOUT OPTION
(2)MF1
MF2
MF2
MF2
2 PLY
2 PLY
2 PLY 2 PLY
2 PLY
2 PLY
2 PLY
2 PLY
2 PLY2 PLY
3 PLY
MF2
MF2
MF2
MF3
MF4
MF5 MF5
MF4
Sawn Lumber
Label Qty Description Length
MF2 2 2x12 SPF_No.2 11’-0"
MF3 2 2x8 SPF_No.2 8’-0"
MF4 3 2x10 SPF_No.2 7’-0"
MF6 7 2x10 SPF_No.2 6’-0"
MF7 2 2x6 SPF_No.2 6’-0"
MF8 2 2x6 SPF_No.2 4’-0"
LP LSL
Label Qty Description Length
MF1 2 1-3/4x11-7/8 LP-LSL 1.55E 20’-0"
MF5 2 1-3/4x9-1/2 LP-LSL 1.55E 8’-0"Master Set Beam LayoutLoomis Homes84907/30/2018Justin SpreitzerJustin Spreitzer
2631 Territorial Road
St. Paul, MN, 55114
612-282-0976
RevisedDrawn By:Project #DateQUESTIONS? PLEASE CONTACT ME,
1. ALWAYS READ PRODUCT BROCHURE BEFORE
INSTALLATION OF EWP PRODUCTS.
2. REFER TO HOLE CHARTS PRIOR TO DRILLING
PRODUCT.
3. THIS DOCUMENT IS INTENDED SOLELY AS A
PLACEMENT PLAN. IT IS TO BE REVIEWED BY THE
ENGINEER OF RECORD AND MUST MEET HIS/HER
APPROVAL PRIOR TO INSTALLATION OF OUR
PRODUCT.
4. THIS DOCUMENT IS NOT TO BE USED AS A
REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL
PLANS.
5. LAYOUT, QUANTITY AND LENGTH TO BE
VERIFIED BY CONTRACTOR.
Additional Notes
General Notes
MF2
MF3
MF4 (2)MF5MF6
MF6
MF6
MF7
MF8
2 PLY
2 PLY
2 PLY
2 PLY
2 PLY
2 PLY
3 PLY
3 PLY
(2)MF1
6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
1 2
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: Main LevelBeam #1 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 2.0.05 (Build 17.31.073) Powered by iStruct
Member Information
Type: Girder
Plies: 3
Moisture Condition: Dry
Deflection LL: 240
Deflection TL: 180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live: 40 PSF
Dead: 15 PSF
Snow: 17 PSF
Application: Floor
Design Method: ASD
Building Code: IBC 2012
Load Sharing: Yes
Deck: Not Checked
Reactions lb (Uplift)
Brg Live Dead Snow Wind Const
1 010492161 0 0
2 0 1199 2468 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 4771 ft-lb 3'4 1/16" 6807 ft-lb 0.701 (70%) D+S L
4771 ft-lb 3'4 1/16" 6807 ft-lb 0.701 (70%) D+S L
Shear 2446 lb 5'6 1/2" 4308 lb 0.568 (57%) D+S L
LL Defl inch 0.053 (L/1400) 3'3 1/4" 0.306 (L/240) 0.170 (17%) S L
TL Defl inch 0.078 (L/942) 3'3 1/4" 0.408 (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
3.000" 56% 1049 / 2161 3210 L D+S
2 - SPF
End
Grain
3.000" 64% 1199 / 2468 3667 L D+S
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. sMaximum 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 have sheathing attached or be continously braced.
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 Part. Uniform 0-0-0 to 4-6-0 18-6-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
2 Part. Uniform 4-6-0 to 6-6-0 24-6-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
Page 1 of 16
1 1/2"6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: Main LevelBeam #1 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 2.0.05 (Build 17.31.073) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed
6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
Page 2 of 16
6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: Main LevelBeam #2 LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED
LP SolidStart Design Version 2.0.05 (Build 17.31.073) Powered by iStruct
Member Information
Type: Girder
Plies: 2
Moisture Condition: Dry
Deflection LL: 240
Deflection TL: 180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live: 40 PSF
Dead: 15 PSF
Snow: 17 PSF
Application: Floor
Design Method: ASD
Building Code: IBC 2012
Load Sharing: No
Deck: Not Checked
Reactions lb (Uplift)
Brg Live Dead Snow Wind Const
1 015823185 0 0
2 015823185 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 6878 ft-lb 3'3" 12245 ft-lb 0.562 (56%) D+S L
Shear 3330 lb 11 3/4" 10452 lb 0.319 (32%) D+S L
LL Defl inch 0.101 (L/731) 3'3" 0.306 (L/240) 0.330 (33%) S L
TL Defl inch 0.151 (L/488) 3'3" 0.408 (L/180) 0.370 (37%) D+S L
Bearings
Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SPF
End Grain
3.000" 52% 1582 / 3185 4767 L D+S
2 - SPF
End
Grain
3.000" 52% 1582 / 3185 4767 L D+S
Design Notes
1 Provide restraint at supports to ensure lateral stability.
2 Dead Load Deflection: Instant = 0.050", Long Term = 0.075"
3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. sMaximum end distance
not to exceed 6".
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 have sheathing attached or be continously braced.
8 Bottom braced at bearings.
9 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 28-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
Self Weight 11 PLF
This design is valid until6/30/2018
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 Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
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 3 of 16
1 1/2"6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: Main LevelBeam #2 LP-LSL 1.55E 1.750" X 9.500" 2-Ply - PASSED
LP SolidStart Design Version 2.0.05 (Build 17.31.073) Powered 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 197.8 PLF
Yield Limit per Fastener 98.9 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until6/30/2018
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 Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
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 4 of 16
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: Main LevelBeam #3 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 2.0.05 (Build 17.31.073) Powered by iStruct
Member Information
Type: Girder
Plies: 3
Moisture Condition: Dry
Deflection LL: 240
Deflection TL: 180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live: 40 PSF
Dead: 15 PSF
Snow: 17 PSF
Application: Floor
Design Method: ASD
Building Code: IBC 2012
Load Sharing: Yes
Deck: Not Checked
Reactions lb (Uplift)
Brg Live Dead Snow Wind Const
1 013092695 0 0
2 013092695 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 4780 ft-lb 2'9" 6807 ft-lb 0.702 (70%) D+S L
4780 ft-lb 2'9" 6807 ft-lb 0.702 (70%) D+S L
Shear 2609 lb 4'6 1/2" 4308 lb 0.606 (61%) D+S L
LL Defl inch 0.037 (L/1680) 2'9" 0.256 (L/240) 0.140 (14%) S L
TL Defl inch 0.054 (L/1131) 2'9" 0.342 (L/180) 0.160 (16%) D+S L
Bearings
Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SPF
End Grain
3.000" 70% 1309 / 2695 4004 L D+S
2 - SPF
End
Grain
3.000" 70% 1309 / 2695 4004 L D+S
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. sMaximum 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 have sheathing attached or be continously braced.
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 28-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
Page 5 of 16
1 1/2"5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: Main LevelBeam #3 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 2.0.05 (Build 17.31.073) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed
6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
Page 6 of 16
5'
5'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: Main LevelBeam #4 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 2.0.05 (Build 17.31.073) Powered by iStruct
Member Information
Type: Girder
Plies: 2
Moisture Condition: Dry
Deflection LL: 240
Deflection TL: 180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live: 40 PSF
Dead: 15 PSF
Snow: 17 PSF
Application: Floor
Design Method: ASD
Building Code: IBC 2012
Load Sharing: No
Deck: Not Checked
Reactions lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 1148 2363 0 0
2 0 1148 2363 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 3754 ft-lb 2'6" 3946 ft-lb 0.951 (95%) D+S L
3754 ft-lb 2'6" 3946 ft-lb 0.951 (95%) D+S L
Shear 2165 lb 11 1/2" 2872 lb 0.754 (75%) D+S L
LL Defl inch 0.035 (L/1580) 2'6" 0.231 (L/240) 0.150 (15%) S L
TL Defl inch 0.052 (L/1064) 2'6" 0.308 (L/180) 0.170 (17%) D+S L
Bearings
Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SPF
End Grain
3.000" 92% 1148 / 2363 3510 L D+S
2 - SPF
End
Grain
3.000" 92% 1148 / 2363 3510 L D+S
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. sMaximum 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 have sheathing attached or be continously braced.
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 27-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
Page 7 of 16
1 1/2"5'
5'
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: Main LevelBeam #4 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 2.0.05 (Build 17.31.073) Powered 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
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
Page 8 of 16
20'6"
20'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
11 7/8"
1
2
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: Main LevelBeam #5 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply - PASSED
LP SolidStart Design Version 2.0.05 (Build 17.31.073) Powered by iStruct
Member Information
Type: Girder
Plies: 2
Moisture Condition: Dry
Deflection LL: 240
Deflection TL: 180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live: 40 PSF
Dead: 15 PSF
Snow: 17 PSF
Application: Floor
Design Method: ASD
Building Code: IBC 2012
Load Sharing: No
Deck: Not Checked
Reactions lb (Uplift)
Brg Live Dead Snow Wind Const
1 018751076 0 0
2 018751076 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 14575 ft-lb 10'3" 22888 ft-lb 0.637 (64%) D+S L
Shear 2612 lb 1'2 1/8" 9081 lb 0.288 (29%) D+S L
LL Defl inch 0.411 (L/587) 10'3 1/16" 1.006 (L/240) 0.410 (41%) S L
TL Defl inch 1.128 (L/214) 10'3 1/16" 1.342 (L/180) 0.840 (84%) D+S L
Bearings
Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SPF
End Grain
3.000" 37% 1875 / 1076 2951 L D+S
2 - SPF
End
Grain
3.000" 37% 1875 / 1076 2951 L D+S
Design Notes
1 Provide restraint at supports to ensure lateral stability.
2 Dead Load Deflection: Instant = 0.717", Long Term = 1.075"
3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. sMaximum end distance
not to exceed 6".
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 have sheathing attached or be continously braced.
8 Bottom braced at bearings.
9 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
2 Uniform Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF
Self Weight 12 PLF
This design is valid until6/30/2018
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 Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
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 9 of 16
1 1/2"20'6"
20'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
11 7/8"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: Main LevelBeam #5 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply - PASSED
LP SolidStart Design Version 2.0.05 (Build 17.31.073) Powered 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 181.1 PLF
Yield Limit per Fastener 90.5 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until6/30/2018
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 Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
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 10 of 16
8'6"
8'6"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
2
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: Main LevelBeam #6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 2.0.05 (Build 17.31.073) Powered by iStruct
Member Information
Type: Girder
Plies: 2
Moisture Condition: Dry
Deflection LL: 240
Deflection TL: 180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live: 40 PSF
Dead: 15 PSF
Snow: 17 PSF
Application: Floor
Design Method: ASD
Building Code: IBC 2012
Load Sharing: No
Deck: Not Checked
Reactions lb (Uplift)
Brg Live Dead Snow Wind Const
1 072744600
2 072744600
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 2278 ft-lb 4'3" 3946 ft-lb 0.577 (58%) D+S L
2278 ft-lb 4'3" 3946 ft-lb 0.577 (58%) D+S L
Shear 909 lb 7'6 1/2" 2872 lb 0.316 (32%) D+S L
LL Defl inch 0.037 (L/2623) 4'3 1/16" 0.406 (L/240) 0.090 (9%) S L
TL Defl inch 0.098 (L/998) 4'3 1/16" 0.542 (L/180) 0.180 (18%) D+S L
Bearings
Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SPF
End Grain
3.000" 31% 727 / 446 1173 L D+S
2 - SPF
End
Grain
3.000" 31% 727 / 446 1173 L D+S
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. sMaximum 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 have sheathing attached or be continously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
2 Uniform Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
Page 11 of 16
1 1/2"8'6"
8'6"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: Main LevelBeam #6 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 2.0.05 (Build 17.31.073) Powered 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
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
Page 12 of 16
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
1
2
3 4
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: BasementBeam #7 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 2.0.05 (Build 17.31.073) Powered by iStruct
Member Information
Type: Girder
Plies: 3
Moisture Condition: Dry
Deflection LL: 360
Deflection TL: 240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live: 40 PSF
Dead: 15 PSF
Snow: 17 PSF
Application: Floor
Design Method: ASD
Building Code: IBC 2012
Load Sharing: Yes
Deck: Not Checked
Reactions lb (Uplift)
Brg Live Dead Snow Wind Const
1 31011608000
2 31051608000
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 2462 ft-lb 2'9" 5919 ft-lb 0.416 (42%) D+L L
2462 ft-lb 2'9" 5919 ft-lb 0.416 (42%) D+L L
Shear 1344 lb 11 1/2" 3746 lb 0.359 (36%) D+L L
LL Defl inch 0.018 (L/3430) 2'9" 0.171 (L/360) 0.100 (10%) L L
TL Defl inch 0.028 (L/2195) 2'9" 0.256 (L/240) 0.110 (11%) D+L L
Bearings
Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SPF
End Grain
3.000" 82% 1608 / 3101 4709 L D+L
2 - SPF
End
Grain
3.000" 82% 1608 / 3105 4713 L D+L
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. sMaximum 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 have sheathing attached or be continously braced.
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 12-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Point 0-0-0 Top 865 lb 1781 lb 0 lb 0 lb 0 lb
4 Point 5-6-0 Top 865 lb 1785 lb 0 lb 0 lb 0 lb
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
Page 13 of 16
1 1/2"5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: BasementBeam #7 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 2.0.05 (Build 17.31.073) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed
6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
Page 14 of 16
6'7 1/2"
6'7 1/2"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
1
2
3
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: BasementBeam #8 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 2.0.05 (Build 17.31.073) Powered by iStruct
Member Information
Type: Girder
Plies: 3
Moisture Condition: Dry
Deflection LL: 360
Deflection TL: 240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live: 40 PSF
Dead: 15 PSF
Snow: 17 PSF
Application: Floor
Design Method: ASD
Building Code: IBC 2012
Load Sharing: Yes
Deck: Not Checked
Reactions lb (Uplift)
Brg Live Dead Snow Wind Const
1 1560878000
2 48052493000
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 3517 ft-lb 3'3" 5919 ft-lb 0.594 (59%) D+L L
3517 ft-lb 3'3" 5919 ft-lb 0.594 (59%) D+L L
Shear 1719 lb 11 1/2" 3746 lb 0.459 (46%) D+L L
LL Defl inch 0.037 (L/2009) 3'3" 0.204 (L/360) 0.180 (18%) L L
TL Defl inch 0.057 (L/1286) 3'3" 0.306 (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" 42% 878 / 1560 2438 L D+L
2 - SPF
End
Grain
4.500" 85% 2493 / 4805 7298 L D+L
Design Notes
1 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. sMaximum 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 have sheathing attached or be continously braced.
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 12-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Point 6-6-0 Top 1582 lb 3185 lb 0 lb 0 lb 0 lb
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
Page 15 of 16
1 1/2"6'7 1/2"
6'7 1/2"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/1/2018
Designer:Justin Spreitzer
Job Name:The Waterford
Project #:
Level: BasementBeam #8 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 2.0.05 (Build 17.31.073) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed
6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114800-879-8123
Page 16 of 16
17928 Evening lane
DJM
8/31/20 X