The URL can be used to link to this page

Home My WebLink AboutLA178017 - 5554 Upper 179th St W 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: Plan Approval:________________________Date: _______TOP OF GARAGE SLAB-2'-4"TOP OF SUBFLOOR 1ST FLOOR0'-0"2'-4"CEILING 1ST FLOOR9'-1 1/8"9'-1 1/8"TOP OF SUBFLOOR - 2ND FLOOR10'-7 7/8"1'-6 3/4"HIGHEST ROUGH CEILING18'-9"8'-1 1/8"HIGHEST RIDGE28'-0 3/16"9'-3 3/16"3'-0"3'-0"DASHED LINESREPRESENTLO/WOWINDOWDASHED LINESREPRESENTLO/WOWINDOWPATIO DOOR FOR WALKOUT OPTION1012WALKOUT OPTION 42" FROST FOOTING MIN.612512612612WINDOW WELLFB ONLYThese plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET:THE EVERESTDATE:A-1Overview:-Two-Story-2416 Finished Square Feet-1196 Unfinished Square Feet-4 Bedrooms 2 Full Bath-Three Stall Garage5554 Upper 179th ST WLakeville, MnLot 18 Block 4 Knob Hill2/19/2020Stone CountsGarage 24 SFHouse Front 33 SFTotal Stone 57 SFSecure door closed until deck isconstructed with a separate permit.Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode03/13/2020dmathews PNDATIONGRADESELECTED5036RS16'1 1/2" M.O8'1 1/2" M.O3'-9"EGRESS PITDRAIN TILE SLEEVEBRICK LEDGE 2"BRICK LEDGE 2"BRICK LEDGE 2"GARAGE STRAPS800LBS x2GARAGE STRAPS800LBS x2GARAGE STRAPS800LBS x2GARAGE STRAPS800LBS x25'-8"6'-0"10'-0"10'-0"49'-11"7'-3"7'-11"30'-0"9"15'-2"45'-11"10'-1"49'-11"10'-1"2'-0"4'-2"7'-6"4'-3"15'-11"4'-4"9'-5"12'-0"19'-4"18'-3"31'-8"6'-10 1/2"7'-2 1/2"11'-0 1/2"20'-0"11'-8"8'-5"1'-8"1'-8"5'-2 1/2"2'-8"6'-0"10'-3 1/4"19'-8 3/4"36X36X12 CONC. FTG.W/ 4- #5 REBAR5000 PSI24'-0"6'-6"1"9'-6"STEPFOUNDATIONPER GRADEThese plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.FOUNDATION PLANSHEET:1/4"=1'-0"DATE: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.LOOK OUT BASEMENT5554 Upper 179th ST WLakeville, MnLot 18 Block 4 Knob HillFULL BASEMENT2/19/2020(2)7-1/4" LSLWall bracing panelsrequired on cripplewalls below bracedwall lines above.UFER Ground-Provide 20' Rebar in footing and stubup near electrical service panel.(2)9-1/2" LSL(2)9-1/2" LSL(2)2x8 3036SHS2S-1S2S-13'-10 3/4"2'-9"6'-0"6'-0"10'-0"10'-0"50'-0"30'-0"6"15'-6"46'-0"5'-9"11'-11"12'-10"9'-6"10'-0"40'-0"50'-0"15'-3"7'-10"10'-11"34'-0"1019 SQ FTLIVING AREAThese 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 .040 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" ENEGY BOARDVENTILATION NOTES:ATTIC VENTILATION: AREA 1299 SQ FT.ATTIC VENTILATION EQUAL TO 1 SQ. FOOT PER 150 SQ. FEET OF ATTIC SPACE. VENTILATION SHALL BE PROTECTED FROM SNOW AND RAIN.PROVIDE 1" MIN. AIR GAP AT EAVES WITH INSULATION BAFFLES TYPE AT ALL TRUSS BAYS.PROVIDE ROOF VENTS ON BACKSIDE OF ROOFLINE ABOVE CONDITIONED AREABLOW IN INSULATION R-49INSULATE ALL ACCESS DOORS/HATCHES TO ATTICASPHALT ROOF WITH #15 TAR PAPER UNDERLAYMENTSHEET: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 and StairRisers. Handrails Shall be at 34"-38" Above the nose of the tread and shall becontinuous the full length of the stairs with each end returned to the wall.Interior stairways shall be provided with a light source at each landing.DATE:NOTE:WINDOW RO'S ARE GIVEN IN FEET,INCHES (WIDTH X HEIGHT)A-31/4"=1'-0"1ST Floor5554 Upper 179th ST WLakeville, MnLot 18 Block 4 Knob Hill2/19/2020(2)9-1/2" LSL(2)9-1/2" LSL(3)2x10(2)11-7/8 LSL(2)11-7/8 LSL(2)2x12(2)11-7/8 LSLPFHPFHVerify loads with girdertruss specs, may requireremoval of top plates atbearing due to crushing. 3040SH3'-2"3'-1 1/2"5'-4"8'-2"7'-10"6'-1"40'-0"6'-2"5'-8"12'-2"16'-0"2'-34'-0"15'-10"6'-3 1/2"4'-4 1/2"7'-6"40'-0"12'-9"7'-9"1'-0"6'-8"1'-2"10'-8"8'-6"9'-3 13/16"3'-11"LINE OF WALL BELOW5 : 1210 : 121'-6"1'-6"1'-0"1'-6"4"These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET:ROOF PLANDATE:1/4"=1'-0"2nd FloorNOTE:WINDOW RO'S ARE GIVEN IN FEET,INCHES (WIDTH X HEIGHT)1/4"=1'-0"5554 Upper 179th ST WLakeville, MnLot 18 Block 4 Knob Hill2/19/2020Temper3'CS-WSP-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).(3)2x10(3)2x10(3)2x8(3)2x8 8'-8"10 1/4"9'-1 1/8"1'-6 3/4"8'-1 1/8"CONTINUOUS DRAIN TILE INTO SUMP PUMP10' SECTION OFPERFORATED PIPECONNECTED TO EACHSIDE OF A "T" FITTING INAGGREGATEPASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PERMINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOFNOTE: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)PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PERMINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOFMANUFACTURED TRUSSES INSTALLED PER MFG SPEC'SVENT 1/300TH OF ROOF AREA 50% TO 80% NEAR RIDGE REMAINDER IN SOFIT PER IRC R8063" MIN POLYURETHANE FOAM AT RIM JOISTFASCIASOFFITVENTS1/2" SHEATHING#15 TAR PAPERASPHALT SHINGLES6' ICE AND WATER ICE AND WATER REQ. FROM THE EAVES TO A LINE 24" INSIDE THE EXTERIOR WALL LINEFLASHINGABOVE GRADE PROTECTIONOF ENERGY BOARDEXTENDING 6" BELOW GRADE3 1/2" CONC. SEAL ALL JOINTS-SUMP AND OPENINGSROOF ASSEMBLY MAY REQUIRE RAFTER/TRUSS TIE DOWNSR49 INSULATION1/2" GYPSUM SAG RESISTANTW/ VAPOR BARRIERSEAL BEHIND POLY4 MIL POLY VAPOR BARRIER APPLIED ON WARM IN WINTER SIDE OF THERMAL INSULATION AT ABOVE GRADE FRAMED WALLS FLOORS AND CEILINGS.3/4" SUB FLOORSEAL BEHIND POLY1/2" GYPSUMTREATED SILL PLATEW/ SILL SEALCAST-IN-PLACE ANCHOR BOLT2 3/8" ENERGY BOARDWATCH DOG H3 WATER PROOF8" CONC WALLREINFORCING STEEL AS REQUIRED6 MIL POLY VAPOR BARRIERLAPPED SEAMS 12" BETWEENSEAL BEHIND POLY4 MIL POLY VAPOR BARRIER APPLIED ON WARM IN WINTER SIDE OF THERMAL INSULATION AT ABOVE GRADE FRAMED WALLS FLOORS AND CEILINGS.SEALANT BY CARPENTER PRIOR TO SHEATHINGINTERIOR INSULATION UNLESS BLOWER DOOR TEST @ 2.6 AIR CHANGESSEAL JOINT BETWEEN FOUNDATION WALL AND SLAB WITH APPROVED SEALANTPASSIVE RADON VENT4" CLEAN AGGREGATEPASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENT9 1/2" AFLS20X8 CONCRETE FOOTING5000 PSIFINISH SIDINGHOUSE WRAP15/32 OSB SHEATHING2X6 16" OC. FRAMING MEMBERSR21 INSULATIONPOLYSTYRENE VENTILATION CHUTESRIGID WINDWASH BARRIER MUST BE INSTALLED EXTENDING TO WITHIN 1" FROM BOTTOM OF ROOF SHEATHING BETWEEN ALL TRUSS SPACESMIN 6" ENERGY HEEL18" FLOOR TRUSSESFINISH SIDINGHOUSE WRAP15/32 OSB SHEATHING2X6 16" OC. FRAMING MEMBERSR21 INSULATIONPASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"PASSIVE RADON VENTLABEL ON EACH FLR"RADON REDUCTION SYSTEM"BALLOON FRAME WALL7 " RISE10" MIN. TREAD6 3/4" RISE10" MIN. TREADRAILINGS 36" MIN HGT.BAL. MAX 4" BTWN.MIN. 6'-8" HEADROOMThese plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET:3/8"=1'-0"DATE:S-1S13/8"=1'-0"S25554 Upper 179th ST WLakeville, MnLot 18 Block 4 Knob Hill2/19/2020 DNCCGFCICGFCI4RRCO/SDCO/SDCO/SDCO/SDCO/SDGFCIRRCBATHWICMASTER BDRMBATHBEDRM #2BEDRM #3BEDRM #4LAUNDRYWICWICWICLINENDNDNUPWPWPCGFCIGFCIGFCITGFCIGFCICO/SDRRRRGFCIGFCIGFCIRGARAGEOFFICEFOYERPANTRYWICDININGGREAT ROOMKITCHENPWDRSSWHUPFUTURE FAMILYThese plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.ELECTRICAL NOTES:1. ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I. AS PER NATIONAL ELECTRICAL CODE REQUIREMENTS.2. PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS SO THAT, WHEN ANY ONE IS TRIPPED, 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.SHEET:DATE:2nd Floor Electrical1ST Floor ElectricalLower Level Electrical5554 Upper 179th ST WLakeville, MnLot 18 Block 4 Knob Hill2/19/2020Smoke 3036SH10'-0"10'-0"6'-0"6'-0"2'-9"15'-3"20'-0"12'-0"18'-0"50'-0"10'-11"7'-10"15'-3"34'-0"9'-5 15/16"12'-10 1/16"11'-11"5'-9"40'-0"10'-0"50'-0"15'-6"6"30'-0"46'-0"These 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 .040 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" ENEGY BOARDVENTILATION NOTES:ATTIC VENTILATION: AREA 1299 SQ FT.ATTIC VENTILATION EQUAL TO 1 SQ. FOOT PER 150 SQ. FEET OF ATTIC SPACE. VENTILATION SHALL BE PROTECTED FROM SNOW AND RAIN.PROVIDE 1" MIN. AIR GAP AT EAVES WITH INSULATION BAFFLES TYPE AT ALL TRUSS BAYS.PROVIDE ROOF VENTS ON BACKSIDE OF ROOFLINE ABOVE CONDITIONED AREABLOW IN INSULATION R-49INSULATE ALL ACCESS DOORS/HATCHES TO ATTICASPHALT ROOF WITH #15 TAR PAPER UNDERLAYMENTSHEET: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.C6: 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 and StairRisers. Handrails Shall be at 34"-38" Above the nose of the tread and shall becontinuous the full length of the stairs with each end returned to the wall.Interior stairways shall be provided with a light source at each landing.DATE:NOTE:WINDOW RO'S ARE GIVEN IN FEET,INCHES (WIDTH X HEIGHT)A-31/4"=1'-0"1ST Floor1/21/2019CSP-WSP BRACED WALL METHOD 12'6" REGUIREDCS-WSP BRACED WALL METHOD 12'2" REQUIREDPFH PORTAL FRAMING PER R602.10.6.2 STH-14 HOLD DOWN (2) PER SIDECS-WSP BRACED WALL 10'6" REQUIRED4' CS-WSP4' CS-WSP4' C S - W S P4'C S -W S P4' C S - W S P4' C S - W S P4' C S - W S P4' C S - W S P4' CS-WSP4' panel needed per602.12.5 item 3.4' panel needed per602.12.5 item 3. 5'-4"9'-11"9'-5"8'-2"7'-10"6'-1"40'-0"6'-2"5'-8"12'-2"16'-0"36'-0"1'-0"12'-0"7'-8"10'-10"4'-6"40'-0"12'-9"7'-9"1'-0"6'-8"1'-2"10'-8"3'-11"1299 SQ FTE WINDOW ABOVE LANDINGLIVING AREALINE OF WALL BELOW10 : 1210 : 126 : 125 : 1210 : 121'-6"4These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET:ROOF PLANDATE:1/4"=1'-0"2nd FloorNOTE:WINDOW RO'S ARE GIVEN IN FEET,INCHES (WIDTH X HEIGHT)1/4"=1'-0"1/21/2019CS-WSP BRACED WALL METHOD MIN 7'9" REQUIREDWSP BRACED WALL MIN 5'6"WSP BRACED WALL MIN REQUIRED 5'6"CS-WSP BRACED WALL METHOD 7'9" REQUIRED4' CS_WSP4' CS-WSP4' C S - W S P4' C S - W S P4' C S - W S P4' C S - W SP4' CS-WSP4' CS-WSP4' CS-WSP4' C S - W S P4' C S - W S P3' CS-WSP Sawn Lumber Label Qty Description Length MF1 2 2x6 SPF_No.2 7’-0" MF2 3 2x10 SPF_No.2 7’-0" MF3 3 2x10 SPF_No.2 5’-0" MF4 8 2x6 SPF_No.2 5’-0" MF5 6 2x8 SPF_No.2 5’-0" MF6 2 2x6 SPF_No.2 4’-0"Loomis Homes-Master Layout-The Everest90710/22/2018Justin 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 3 PLY 3 PLY 2 PLY 2 PLY 2 PLY 2 PLY 3 PLY 2-PLY 2 PLY 2-PLY 3 PLY MF2 MF3 MF5MF5 MF6 MF4 MF4 MF4 MF4 MF1 ***NOTE*** All Headers Up to 4'-11"=1 Trimmer All Headers Over 5'-0"=2 Trimmers Unless Noted Otherwise. Sawn Lumber Label Qty Description Length MF2 2 2x12 SPF_No.2 13’-0" MF4 2 2x8 SPF_No.2 8’-0" MF7 7 2x10 SPF_No.2 7’-0" MF8 2 2x6 SPF_No.2 6’-0" MF10 4 2x6 SPF_No.2 4’-0" MF11 2 2x6 SPF_No.2 3’-0" LP LSL Label Qty Description Length MF1 2 1-3/4x11-7/8 LP-LSL 1.55E 20’-0" MF3 2 1-3/4x11-7/8 LP-LSL 1.55E 10’-0" MF5 2 1-3/4x11-7/8 LP-LSL 1.55E 8’-0" MF6 2 1-3/4x9-1/2 LP-LSL 1.55E 8’-0" MF9 2 1-3/4x9-1/2 LP-LSL 1.55E 4’-0"Loomis Homes-Master Layout-The Everest90710/22/2018Justin 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 3 PLY MF7 (2)MF1 2 PLY 2 PLY 2 PLY 2 PLY 2 PLY2 PLY 2 PLY MF2 (2)MF3 MF4 2 PLY (2)MF6 MF7MF7 MF8 (2)MF9 MF10 MF10 MF11 (2)MF5 Loomis Homes-Master Layout-The EverestLP LSL Label Qty Description Length J1 4 1-3/4x9-1/2 LP-LSL 1.55E 34’-0" J2 13 1-3/4x9-1/2 LP-LSL 1.55E 22’-0" J3 7 1-3/4x9-1/2 LP-LSL 1.55E 16’-0" J4 7 1-3/4x9-1/2 LP-LSL 1.55E 12’-0" MD1 2 1-3/4x7-1/4 LP-LSL 1.55E 8’-0" MF1 1 1-3/4x9-1/2 LP-LSL 1.55E 8’-0" MF2 2 1-3/4x9-1/2 LP-LSL 1.55E 8’-0" MF4 4 1-3/4x9-1/2 LP-LSL 1.55E 6’-0" LP OSB Rim Label Qty Description Length RB 14 1-1/8x9-1/2 LP-OSB Rim 12’-0"90710/22/2018Justin Spreitzer1. FLOOR JOISTS TO BE 9-1/2" LP-LSL 1.55E @ 19.2" O.C. TYP. UNLESS OTHERWISE NOTED. 2. ALL BLOCKING PER STRUCTURAL PLAN 3. LOADING TO BE 40 PSF LL - 10 PSF DL UNLESS OTHERWISE NOTED. Justin Spreitzer 2631 Territorial Road St. Paul, MN, 55114 612-282-0976 Revised: 3/13/2020Drawn 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 Sawn Lumber Label Qty Description Length MD2 2 2x6 SPF_No.2 6’-0" MD3 2 2x8 SPF_No.2 3’-0" MF3 4 2x8 SPF_No.2 6’-0" 10d box nails at 6"o.c. toe-nailed from outside of building. RIM BOARDA1 Same depth as I-joist Fasten rim board to each floor I-Joist using one 8d nail or 10d box nail per flange Blocking panels may be required with shear walls Bearing wall aligned under wall above Use double squash blocks as specified. Squash blocks must be cut 1/16" taller than I-Joist. 2x4 min. Stagger 8d or 10d box nails to avoid splitting Toe nail 8d or 10d box nail to plate SQUASH BLOCKSB2A7SOLID RIM AS STARTER JOIST Provide blocking for lateral support as required. Use LP I-Joist, LP LVL, LP LSL, or LP Rim Board as blocking Fasten rim board to each floor I-Joist using one 8d nail or 10d box nail per flange Start Framing Here 19.2" o.c. LOOKOUT OPTION WALKOUT OPTION A1 A7A1 A1 A7 A1 A7 A1 A7 A1 A7 B2 2 PLY J3 2 PLY 2 PLY 2 PLY B2 B2 B2 J3J3 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J1 J1 J1 J1 J4 J3 J4 J3 J4 J3 J4 J3 J4 J4 J4 RB5 RB10RB9 RB8 RB7 RB4 RB6 RB3 RB2 RB1 RB11 RB12 (2)MD1 MD3 MD2 MF3(2)MF2 MF1 MF3(2)MF4 (2)MF4 A1 4'9" 4'9" 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:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Upper LevelBeam #1 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 767 1579 0 0 2 0 767 1579 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 2642 ft-lb 2'4 1/2"6807 ft-lb 0.388 (39%)D+S L 2642 ft-lb 2'4 1/2"6807 ft-lb 0.388 (39%)D+S L Shear 1523 lb 10"4308 lb 0.354 (35%)D+S L LL Defl inch 0.016 (L/3368)2'4 1/2"0.231 (L/240)0.070 (7%)S L TL Defl inch 0.024 (L/2267)2'4 1/2"0.308 (L/180)0.080 (8%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"82%767 / 1579 2347 L D+S 2 -SPF End Grain 1.500"82%767 / 1579 2347 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 continuously 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 19-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 1 of 50 1 1/2"4'9" 4'9" 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:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Upper LevelBeam #1 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 2 of 50 6'6" 6'6" 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:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Upper LevelBeam #2 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 1050 2161 0 0 2 0 1050 2161 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 4633 ft-lb 3'3"6807 ft-lb 0.681 (68%)D+S L 4633 ft-lb 3'3"6807 ft-lb 0.681 (68%)D+S L Shear 2264 lb 11 1/2"4308 lb 0.526 (53%)D+S L LL Defl inch 0.051 (L/1450)3'3"0.306 (L/240)0.170 (17%)S L TL Defl inch 0.075 (L/976)3'3"0.408 (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"56%1050 / 2161 3211 L D+S 2 -SPF End Grain 3.000"56%1050 / 2161 3211 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 continuously 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 19-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 3 of 50 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:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Upper LevelBeam #2 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 4 of 50 4'3" 4'3" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" 1 2 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Upper LevelBeam #3 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 300 223 0 0 2 0 300 223 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 523 ft-lb 2'1 1/2"1649 ft-lb 0.317 (32%)D+S L 523 ft-lb 2'1 1/2"1649 ft-lb 0.317 (32%)D+S L Shear 395 lb 6 1/4"1708 lb 0.231 (23%)D+S L LL Defl inch 0.012 (L/4214)2'1 9/16"0.206 (L/240)0.060 (6%)S L TL Defl inch 0.028 (L/1799)2'1 9/16"0.275 (L/180)0.100 (10%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"27%300 / 223 523 L D+S 2 -SPF End Grain 1.500"27%300 / 223 523 L D+S Design Notes 1 Fasten all plies using 1 row 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 continuously 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 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 5 of 50 1 1/2"4'3" 4'3" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Upper LevelBeam #3 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 1 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 78.7 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 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 6 of 50 2'3" 2'3" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" 1 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Upper LevelBeam #4 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 363 748 0 0 2 0 363 748 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 558 ft-lb 1'1 1/2"1649 ft-lb 0.338 (34%)D+S L 558 ft-lb 1'1 1/2"1649 ft-lb 0.338 (34%)D+S L Shear 597 lb 6 1/4"1708 lb 0.350 (35%)D+S L LL Defl inch 0.005 (L/4867)1'1 9/16"0.106 (L/240)0.050 (5%)S L TL Defl inch 0.008 (L/3276)1'1 9/16"0.142 (L/180)0.050 (5%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"58%363 / 748 1112 L D+S 2 -SPF End Grain 1.500"58%363 / 748 1112 L D+S Design Notes 1 Fasten all plies using 1 row 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 continuously 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 19-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 7 of 50 1 1/2"2'3" 2'3" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Upper LevelBeam #4 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 1 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 78.7 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 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 8 of 50 3'3" 3'3" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" 1 2 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Upper LevelBeam #5 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 229 171 0 0 2 0 229 171 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 300 ft-lb 1'7 1/2"1649 ft-lb 0.182 (18%)D+S L 300 ft-lb 1'7 1/2"1649 ft-lb 0.182 (18%)D+S L Shear 272 lb 6 1/4"1708 lb 0.159 (16%)D+S L LL Defl inch 0.004 (L/9692)1'7 1/2"0.156 (L/240)0.020 (2%)S L TL Defl inch 0.009 (L/4137)1'7 1/2"0.208 (L/180)0.040 (4%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"21%229 / 171 400 L D+S 2 -SPF End Grain 1.500"21%229 / 171 400 L D+S Design Notes 1 Fasten all plies using 1 row 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 continuously 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 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 9 of 50 1 1/2"3'3" 3'3" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Upper LevelBeam #5 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 1 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 78.7 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 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 10 of 50 6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" 1 2 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Upper LevelBeam #6 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 458 341 0 0 2 0 458 341 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1154 ft-lb 3'3"1649 ft-lb 0.700 (70%)D+S L 1154 ft-lb 3'3"1649 ft-lb 0.700 (70%)D+S L Shear 641 lb 7 3/4"1708 lb 0.375 (38%)D+S L LL Defl inch 0.057 (L/1287)3'3"0.306 (L/240)0.190 (19%)S L TL Defl inch 0.134 (L/549)3'3"0.408 (L/180)0.330 (33%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"21%458 / 341 800 L D+S 2 -SPF End Grain 3.000"21%458 / 341 800 L D+S Design Notes 1 Fasten all plies using 1 row 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 continuously 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 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 11 of 50 1 1/2"6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Upper LevelBeam #6 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 1 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 78.7 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 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 12 of 50 6'6" 6'6" 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:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #7 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 1040 1732 2161 0 0 2 1040 1732 2161 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 5964 ft-lb 3'3"6807 ft-lb 0.876 (88%)D+0.75(L+S)L 5964 ft-lb 3'3"6807 ft-lb 0.876 (88%)D+0.75(L+S)L Shear 2914 lb 11 1/2"4308 lb 0.676 (68%)D+0.75(L+S)L LL Defl inch 0.056 (L/1305)3'3"0.204 (L/360)0.280 (28%)0.75(L+S)L TL Defl inch 0.097 (L/758)3'3"0.306 (L/240)0.320 (32%)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"72%1732 / 2401 4133 L D+0.75(L+S) 2 -SPF End Grain 3.000"72%1732 / 2401 4133 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 continuously 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 8-0-0 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 Uniform 19-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 13 of 50 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:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #7 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 14 of 50 6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 34 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #8 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 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: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 1040 2127 2902 0 0 2 1040 1851 2335 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 6689 ft-lb 3'1"12245 ft-lb 0.546 (55%)D+0.75(L+S)L Shear 4812 lb 11 3/4"10452 lb 0.460 (46%)D+S L LL Defl inch 0.086 (L/857)3'2 3/16"0.204 (L/360)0.420 (42%)0.75(L+S)L TL Defl inch 0.148 (L/496)3'2 1/4"0.306 (L/240)0.480 (48%)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"55%2127 / 2956 5083 L D+0.75(L+S) 2 -SPF End Grain 3.000"48%1851 / 2531 4382 L D+0.75(L+S) Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.062", Long Term = 0.093" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum 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 be continuously 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 8-0-0 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 Part. Uniform 1-0-0 to 6-6-0 19-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF 4 Point 1-0-0 Top 767 lb 0 lb 1579 lb 0 lb 0 lb Beam #1 Brg 2 Bearing Length 0-3-0 Self Weight 11 PLF This design is valid until10/31/2020 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, MN55114 800-879-8123 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 15 of 50 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:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #8 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) 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 until10/31/2020 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, MN55114 800-879-8123 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 16 of 50 3'3" 3'3" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 34 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #9 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 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: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 520 614 526 0 0 2 520 1395 2134 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 2088 ft-lb 2'6"12245 ft-lb 0.171 (17%)D+S L Shear 2177 lb 2'4 3/4"10452 lb 0.208 (21%)D+S L LL Defl inch 0.009 (L/4142)2' 11/16"0.104 (L/360)0.090 (9%)0.75(L+S)L TL Defl inch 0.016 (L/2407)2' 5/16"0.156 (L/240)0.100 (10%)D+0.75(L+S)L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"30%614 / 784 1398 L D+0.75(L+S) 2 -SPF End Grain 1.500"77%1395 / 2134 3529 L D+S Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.007", Long Term = 0.010" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum 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 be continuously 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 8-0-0 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 Part. Uniform 2-6-0 to 3-3-0 19-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF 4 Point 2-6-0 Top 1050 lb 0 lb 2161 lb 0 lb 0 lb Beam #2 Brg 2 Bearing Length 0-3-0 Self Weight 11 PLF This design is valid until10/31/2020 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, MN55114 800-879-8123 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 17 of 50 1 1/2"3'3" 3'3" 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:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #9 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) 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 until10/31/2020 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, MN55114 800-879-8123 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 18 of 50 8'6" 8'6" 1 Hanger (MIU3.56/9 (Min))2 SPF 3 1/2" 9 1/2" 1 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #10 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 Moisture Condition:Dry Deflection LL:480 Deflection TL:360 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 PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 1367 558 0 0 0 2 1353 552 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 3834 ft-lb 4'3 1/4"10648 ft-lb 0.360 (36%)D+L L Shear 1850 lb 7'7 1/4"9088 lb 0.204 (20%)D+L L LL Defl inch 0.098 (L/1008)4'3 5/16"0.206 (L/480)0.480 (48%)L L TL Defl inch 0.138 (L/716)4'3 5/16"0.275 (L/360)0.500 (50%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 - Hanger 2.500"25%558 / 1367 1925 L D+L 2 -SPF 2.000"64%552 / 1353 1906 L D+L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.040", Long Term = 0.060" 3 Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6". 4 Refer to last page of calculations for fasteners required for specified loads. 5 Fill all hanger nailing holes. 6 Girders are designed to be supported on the bottom edge only. 7 Top must be continuously 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 8-0-0 Far Face 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 11 PLF This design is valid until10/31/2020 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, MN55114 800-879-8123 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 19 of 50 1 1/2"8'6" 8'6" 1 Hanger (MIU3.56/9 (Min))2 SPF 3 1/2" 9 1/2" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #10 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6" Capacity 74.1 % Load 220.0 PLF Yield Limit per Foot 296.8 PLF Yield Limit per Fastener 98.9 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 until10/31/2020 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, MN55114 800-879-8123 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 20 of 50 5'6" 5'6" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" 1 2 3 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelFireplace Header S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 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: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 110 677 289 0 0 2 110 677 289 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1165 ft-lb 2'9"1649 ft-lb 0.706 (71%)D+0.75(L+S)L 1165 ft-lb 2'9"1649 ft-lb 0.706 (71%)D+0.75(L+S)L Shear 746 lb 7 3/4"1708 lb 0.437 (44%)D+0.75(L+S)L LL Defl inch 0.029 (L/2122)2'9"0.171 (L/360)0.170 (17%)0.75(L+S)L TL Defl inch 0.095 (L/650)2'9"0.256 (L/240)0.370 (37%)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"26%677 / 299 976 L D+0.75(L+S) 2 -SPF End Grain 3.000"26%677 / 299 976 L D+0.75(L+S) Design Notes 1 Fasten all plies using 1 row 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 continuously 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 1-0-0 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 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 21 of 50 1 1/2"5'6" 5'6" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelFireplace Header S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 1 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 78.7 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 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 22 of 50 2'11" 2'11" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" 1 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #11 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 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: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 1250 469 0 0 0 2 1250 469 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1148 ft-lb 1'5 1/2"1434 ft-lb 0.801 (80%)D+L L 1148 ft-lb 1'5 1/2"1434 ft-lb 0.801 (80%)D+L L Shear 1105 lb 6 1/4"1485 lb 0.744 (74%)D+L L LL Defl inch 0.020 (L/1666)1'5 1/2"0.093 (L/360)0.220 (22%)L L TL Defl inch 0.028 (L/1212)1'5 1/2"0.140 (L/240)0.200 (20%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"90%469 / 1250 1718 L D+L 2 -SPF End Grain 1.500"90%469 / 1250 1718 L D+L Design Notes 1 Fasten all plies using 1 row 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 continuously 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 21-5-1 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 23 of 50 1 1/2"2'11" 2'11" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #11 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 1 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 78.7 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 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 24 of 50 6'7" 6'7" 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:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #12 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 2821 1058 0 0 0 2 2821 1058 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 5676 ft-lb 3'3 1/2"5919 ft-lb 0.959 (96%)D+L L 5676 ft-lb 3'3 1/2"5818 ft-lb 0.976 (98%)D+L L Shear 2749 lb 11 1/2"3746 lb 0.734 (73%)D+L L LL Defl inch 0.069 (L/1081)3'3 1/2"0.207 (L/360)0.330 (33%)L L TL Defl inch 0.095 (L/786)3'3 1/2"0.310 (L/240)0.310 (31%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"68%1058 / 2821 3878 L D+L 2 -SPF End Grain 3.000"68%1058 / 2821 3878 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 2' o.c. 6 Bottom braced at bearings. 7 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 21-5-1 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 25 of 50 1 1/2"6'7" 6'7" 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:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #12 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 26 of 50 16'6" 16'6" 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:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #13 LP-LSL 1.55E 1.750" X 11.875" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) 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 PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 1273 866 0 0 2 0 1273 866 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 8427 ft-lb 8'3"18628 ft-lb 0.452 (45%)D+S L Shear 1834 lb 15'3 7/8"13064 lb 0.140 (14%)D+S L LL Defl inch 0.223 (L/867)8'3 1/16"0.806 (L/240)0.280 (28%)S L TL Defl inch 0.551 (L/351)8'3 1/16"1.075 (L/180)0.510 (51%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"23%1273 / 866 2139 L D+S 2 -SPF End Grain 3.000"23%1273 / 866 2139 L D+S Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.328", Long Term = 0.492" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum 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 be continuously 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 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF Self Weight 13 PLF This design is valid until10/31/2020 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, MN55114 800-879-8123 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 27 of 50 1 1/2"16'6" 16'6" 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:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #13 LP-LSL 1.55E 1.750" X 11.875" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) 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 until10/31/2020 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, MN55114 800-879-8123 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 28 of 50 6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3" 11 1/4" 1 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #14 S-P-F #2 2.000" X 12.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 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: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 387 796 0 0 2 0 387 796 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1707 ft-lb 3'3"5306 ft-lb 0.322 (32%)D+S L 1707 ft-lb 3'3"5306 ft-lb 0.322 (32%)D+S L Shear 774 lb 5'4 1/2"3493 lb 0.221 (22%)D+S L LL Defl inch 0.016 (L/4721)3'3"0.204 (L/360)0.080 (8%)S L TL Defl inch 0.023 (L/3178)3'3"0.306 (L/240)0.080 (8%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"31%387 / 796 1183 L D+S 2 -SPF End Grain 3.000"31%387 / 796 1183 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 continuously 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 7-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 29 of 50 1 1/2"6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3" 11 1/4" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #14 S-P-F #2 2.000" X 12.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 30 of 50 7' 7' 1 SPF End Grain 2 SPF End Grain 3" 7 1/4" 1 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #15 S-P-F #2 2.000" X 8.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 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: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 0 417 858 0 0 2 0 417 858 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1997 ft-lb 3'6"2645 ft-lb 0.755 (76%)D+S L 1997 ft-lb 3'6"2607 ft-lb 0.766 (77%)D+S L Shear 986 lb 9 1/2"2251 lb 0.438 (44%)D+S L LL Defl inch 0.080 (L/999)3'6"0.221 (L/360)0.360 (36%)S L TL Defl inch 0.118 (L/672)3'6"0.331 (L/240)0.360 (36%)D+S L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"33%417 / 858 1274 L D+S 2 -SPF End Grain 3.000"33%417 / 858 1274 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 2' 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 7-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 31 of 50 1 1/2"7' 7' 1 SPF End Grain 2 SPF End Grain 3" 7 1/4" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #15 S-P-F #2 2.000" X 8.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 32 of 50 6' 6' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 3 4 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #16 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 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: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 900 1235 735 0 0 2 900 1235 735 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 3244 ft-lb 3'3946 ft-lb 0.822 (82%)D+0.75(L+S)L 3244 ft-lb 3'3946 ft-lb 0.822 (82%)D+0.75(L+S)L Shear 1675 lb 11 1/2"2872 lb 0.583 (58%)D+0.75(L+S)L LL Defl inch 0.033 (L/2031)3'0.188 (L/360)0.180 (18%)0.75(L+S)L TL Defl inch 0.067 (L/1012)3'0.281 (L/240)0.240 (24%)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"64%1235 / 1226 2461 L D+0.75(L+S) 2 -SPF End Grain 3.000"64%1235 / 1226 2461 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 continuously 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 7-6-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 4-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF 3 Uniform Top 180 PLF 0 PLF 0 PLF 0 PLF 0 PLF 4 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 33 of 50 1 1/2"6' 6' 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #16 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 34 of 50 6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" 1 2 3 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #17 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 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: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 780 1043 341 0 0 2 780 1043 341 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 2631 ft-lb 3'3"3431 ft-lb 0.767 (77%)D+L L 2631 ft-lb 3'3"3431 ft-lb 0.767 (77%)D+L L Shear 1286 lb 11 1/2"2498 lb 0.515 (51%)D+L L LL Defl inch 0.030 (L/2485)3'3"0.204 (L/360)0.140 (14%)0.75(L+S)L TL Defl inch 0.066 (L/1109)3'3"0.306 (L/240)0.220 (22%)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"49%1043 / 841 1884 L D+0.75(L+S) 2 -SPF End Grain 3.000"49%1043 / 841 1884 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 continuously 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 6-0-0 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 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 35 of 50 1 1/2"6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3" 9 1/4" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: Main LevelBeam #17 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 36 of 50 5'6" 5'6" 1 SPF End Grain 2 SPF End Grain 3" 7 1/4" 1 2 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: BasementBeam #18 S-P-F #2 2.000" X 8.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 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: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 880 578 0 0 0 2 880 578 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1740 ft-lb 2'9"2300 ft-lb 0.757 (76%)D+L L 1740 ft-lb 2'9"2300 ft-lb 0.757 (76%)D+L L Shear 1038 lb 9 1/2"1958 lb 0.530 (53%)D+L L LL Defl inch 0.037 (L/1651)2'9"0.171 (L/360)0.220 (22%)L L TL Defl inch 0.062 (L/997)2'9"0.256 (L/240)0.240 (24%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"38%578 / 880 1458 L D+L 2 -SPF End Grain 3.000"38%578 / 880 1458 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 continuously 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 8-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 37 of 50 1 1/2"5'6" 5'6" 1 SPF End Grain 2 SPF End Grain 3" 7 1/4" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: BasementBeam #18 S-P-F #2 2.000" X 8.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) 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 This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 38 of 50 5'6" 5'6" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 5 6 7 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: BasementBeam #19 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 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: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 1798 1888 1604 0 0 2 1802 2447 2718 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 5008 ft-lb 2'6"12245 ft-lb 0.409 (41%)D+0.75(L+S)L Shear 2783 lb 11 3/4"10452 lb 0.266 (27%)D+0.75(L+S)L LL Defl inch 0.045 (L/1381)2'6"0.171 (L/360)0.260 (26%)0.75(L+S)L TL Defl inch 0.078 (L/789)2'6"0.256 (L/240)0.300 (30%)D+0.75(L+S)L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"48%1888 / 2552 4440 L D+0.75(L+S) 2 -SPF End Grain 3.000"64%2447 / 3390 5837 L D+0.75(L+S) Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.033", Long Term = 0.050" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum 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 be continuously 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 8-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Part. Uniform 0-0-0 to 2-6-0 8-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Part. Uniform 0-0-0 to 2-6-0 Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 5 Part. Uniform 0-0-0 to 2-6-0 19-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF Continued on page 2... This design is valid until10/31/2020 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, MN55114 800-879-8123 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 39 of 50 5'6" 5'6" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 5 6 7 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: BasementBeam #19 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered 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 6 Point 2-6-0 Top 614 lb 520 lb 526 lb 0 lb 0 lb Beam #9 Brg 1 Bearing Length 0-3-0 7 Point 5-6-0 Top 1395 lb 520 lb 2134 lb 0 lb 0 lb Beam #9 Brg 2 Bearing Length 0-3-0 Self Weight 11 PLF This design is valid until10/31/2020 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, MN55114 800-879-8123 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 40 of 50 1 1/2"5'6" 5'6" 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:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: BasementBeam #19 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) 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 until10/31/2020 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, MN55114 800-879-8123 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 41 of 50 5'6" 5'6" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" 12 34 5 6 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: BasementBeam #20 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 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: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 220 965 289 0 0 2 220 965 289 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 1415 ft-lb 2'9"1434 ft-lb 0.987 (99%)D+L L 1415 ft-lb 2'9"1434 ft-lb 0.987 (99%)D+L L Shear 907 lb 7 3/4"1485 lb 0.611 (61%)D+L L LL Defl inch 0.037 (L/1663)2'9"0.171 (L/360)0.220 (22%)0.75(L+S)L TL Defl inch 0.131 (L/471)2'9"0.256 (L/240)0.510 (51%)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"35%965 / 382 1347 L D+0.75(L+S) 2 -SPF End Grain 3.000"35%965 / 382 1347 L D+0.75(L+S) Design Notes 1 Fasten all plies using 1 row 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 continuously 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 1-0-0 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 Uniform 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 4 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF 5 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF 6 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 42 of 50 1 1/2"5'6" 5'6" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: BasementBeam #20 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 1 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 78.7 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 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 43 of 50 7'1" 7'1" 1 SPF End Grain 2 SPF End Grain 3 1/2" 7 1/4" 1 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: BasementBeam #21 LP-LSL 1.55E 1.750" X 7.250" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 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: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 2053 542 0 0 0 2 2053 542 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 4121 ft-lb 3'6 1/2"6406 ft-lb 0.643 (64%)D+L L Shear 2015 lb 9 1/2"6936 lb 0.290 (29%)D+L L LL Defl inch 0.172 (L/467)3'6 9/16"0.224 (L/360)0.770 (77%)L L TL Defl inch 0.218 (L/369)3'6 9/16"0.335 (L/240)0.650 (65%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"28%542 / 2053 2595 L D+L 2 -SPF End Grain 3.000"28%542 / 2053 2595 L D+L Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.046", Long Term = 0.068" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum 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 be laterally braced at a maximum of 2' o.c. 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 14-5-14 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 8 PLF This design is valid until10/31/2020 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, MN55114 800-879-8123 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 44 of 50 1 1/2"7'1" 7'1" 1 SPF End Grain 2 SPF End Grain 3 1/2" 7 1/4" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: BasementBeam #21 LP-LSL 1.55E 1.750" X 7.250" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) 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 until10/31/2020 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, MN55114 800-879-8123 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 45 of 50 2'7" 2'7" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" 1 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: BasementBeam #22 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 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: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 590 221 0 0 0 2 590 221 0 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 474 ft-lb 1'3 1/2"1434 ft-lb 0.331 (33%)D+L L 474 ft-lb 1'3 1/2"1434 ft-lb 0.331 (33%)D+L L Shear 484 lb 6 1/4"1485 lb 0.326 (33%)D+L L LL Defl inch 0.006 (L/4578)1'3 1/2"0.082 (L/360)0.080 (8%)L L TL Defl inch 0.009 (L/3329)1'3 1/2"0.123 (L/240)0.070 (7%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 1.500"42%221 / 590 811 L D+L 2 -SPF End Grain 1.500"42%221 / 590 811 L D+L Design Notes 1 Fasten all plies using 1 row 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 continuously 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 11-5-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF This design is valid until 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 46 of 50 1 1/2"2'7" 2'7" 1 SPF End Grain 2 SPF End Grain 3" 5 1/2" Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: BasementBeam #22 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED Version 3.1.04 (Build 18.11.115) Powered by iStruct Multi-Ply Analysis Fasten all plies using 1 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 78.7 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 10/30/2020 Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114 800-879-8123 Page 47 of 50 6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: BasementBeam #23 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct Member Information Type:Girder Plies:2 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: No Deck:Not Checked Reactions PATTERNED lb (Uplift) Brg Live Dead Snow Wind Const 1 2080 2449 2161 0 0 2 2080 2449 2161 0 0 Analysis Results Analysis Actual Location Allowed Capacity Comb.Case Moment 2535 ft-lb 3'3"10648 ft-lb 0.238 (24%)D+L L Shear 1228 lb 5'6 1/4"9088 lb 0.135 (14%)D+L L LL Defl inch 0.033 (L/2237)3'3"0.204 (L/360)0.160 (16%)L L TL Defl inch 0.056 (L/1324)3'3"0.306 (L/240)0.180 (18%)D+L L Bearings Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb. 1 -SPF End Grain 3.000"61%2449 / 3181 5630 L D+0.75(L+S) 2 -SPF End Grain 3.000"61%2449 / 3181 5630 L D+0.75(L+S) Design Notes 1 Provide restraint at supports to ensure lateral stability. 2 Dead Load Deflection: Instant = 0.023", Long Term = 0.034" 3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum 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 be continuously 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 8-0-0 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 1732 lb 1040 lb 2161 lb 0 lb 0 lb Beam #7 Brg 1 Bearing Length 0-3-0 4 Point 6-6-0 Top 1732 lb 1040 lb 2161 lb 0 lb 0 lb Beam #7 Brg 2 Continued on page 2... This design is valid until10/31/2020 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, MN55114 800-879-8123 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 48 of 50 6'6" 6'6" 1 SPF End Grain 2 SPF End Grain 3 1/2" 9 1/2" 1 2 3 4 Client:Arrow Building Center-Watertown Yard Project:Loomis Homes Address: Date:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: BasementBeam #23 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct ...Continued from page 1 ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments Bearing Length 0-3-0 Self Weight 11 PLF This design is valid until10/31/2020 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, MN55114 800-879-8123 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 49 of 50 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:10/22/2018 Designer:Justin Spreitzer Job Name:Master Beam Pack Project #:The Everest Level: BasementBeam #23 LP-LSL 1.55E 1.750" X 9.500" 2-Ply -PASSED LP SolidStart Design Version 3.1.04 (Build 18.11.115) 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 until10/31/2020 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, MN55114 800-879-8123 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 50 of 50 3,612 541.80 72 207 207 529.80 (322.80) 147.24 73.62 Builders Associaton of Minnesota version 101014 New Construction Energy Code Compliance Certificate Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution panel. Date Certificate Posted Mailing Address of the Dwelling or Dwelling Unit City 5554 Upper 179th Street West Lakeville Name of Residential Contractor MN License Number Loomis Homes LLC BC653240 THERMAL ENVELOPE RADON CONTROL SYSTEM Insulation Location Total R-Value of all Types ofInsulationType: Check All That Apply X Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or other system monitoring device) Location (or future location) of Fan: Other Please Describe Here Below Entire Slab Foundation Wall R10 X 2" Foam Board Perimeter of Slab on Grade Rim Joist (1st Floor) Rim Joist (2nd Floor+)R20 X Spray Urethane Wall R20 X Ceiling, flat R49 X Ceiling, vaulted R49 X X Bay Windows or cantilevered areas Floors over unconditioned area Describe other insulated areas Building envelope air tightness:Duct system air tightness: Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces Average U-Factor (excludes skylights and one door) U: 0.28 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):0.22 R-value MECHANICAL SYSTEMS Make-up Air Select a Type Appliances Heating System Domestic WaterHeater Cooling System X Not required per mech. code Fuel Type Natural Gas Electric Passive Manufacturer Bryant Bradford Bryant Powered Model 95SA04030S14 RE35056 BAONR18ADA Interlocked with exhaust device. Describe: Rating or Size Input in BTUS:60,000 Capacity in Gallons:50 Output in Tons:2 Other, describe: Efficiency AFUE or HSPF%95.5 SEER /EER 13 Location of duct or system: Residential Load Calculation Heating Loss Heating Gain Cooling Load Cfm's " round duct OR MECHANICAL VENTILATION SYSTEM " metal duct 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): Combustion Air Select a TypeXNot required per mech. code Select Type Passive Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe: X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 200 High:200 Location of duct or system: Balanced Ventilation capacity in cfms: Location of fan(s), describe: Cfm's Capacity continuous ventilation rate in cfms: " round duct OR Total ventilation (intermittent + continuous) rate in cfms: " metal duct 03/03/2020 X KP