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Home My WebLink AboutLA168081 19177 Hilldale Ave Permit Pack3/21/19 SH RESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: TOP OF GARAGE SLAB -2'-4" TOP OF SUBFLOOR 1ST FLOOR 0'-0"2'-4"CEILING 1ST FLOOR 9'-1 1/8"9'-1 1/8"TOP OF SUBFLOOR - 2ND FLOOR 10'-7 7/8"1'-6 3/4"HIGHEST ROUGH CEILING 18'-9"8'-1 1/8"HIGHEST RIDGE 28'-0 3/16"9'-3 3/16"3'-0"3'-0"PATIO DOOR FOR WALKOUT OPTION 10 12 WALKOUT OPTION 42" FROST FOOTING MIN. 6 12 6 12 WINDOW WELL FB ONLY 6 12 5 12 Plan Approval:________________________ Date: _______These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET: THE EVERESTTHE EVEREST DATE: A-1 Overview:Overview: -Two-Story -2336 Finished Square Feet -1196 Unfinished Square Feet -4 Bedrooms 2 Full Bath -Three Stall Garage 19177 Hilldale AveLakeville, Mn Lot 11 Block 1 Crescent Ridge 4th3/15/2019 Stone Counts Garage 24 SF House Front 33 SF Total Stone 57 SF Secure door closed until deck is constructed with a separate permit. Concept Approval ONLY Subject to Field Inspection Inspector Date 2015 MN Bldg Code 04/08/2019dmathews SELECTED W/SWHFURN LAUNDRY SINK 5036RS 5036RS UP 9 1/2" AFLS16" OC.9 1/2" AFLS16" OC.10'-0" 24'-0"6'-6" 11'-7"3'-11"9'-6" 38'-10" X 14'-6" FUTURE FAMILY UNEX. UNEXCAVATED MECHANICAL 36X36X12 CONC. FTG. W/ 4- #5 REBAR 5000 PSI 9' -0" TALL 8" POURED CONCRETE WALL REINFORCING STEEL AS REQUIRED 20X8 CONCRETE FOOTING W/ 2 #4 REBAR 5000 PSI 20X8 CONCRETE FOOTING W/ 2 #4 REBAR 5000 PSI 20X8 CONCRETE FOOTING W/ 2 #4 REBAR 5000 PSI STEP FTG. FOR FULL BASEMENTR.I. BATH 4' -0" TALL W/ 6"X8" CURB 8" POURED CONCRETE WALL REINFORCING STEEL AS REQUIRED 4' -0" TALL W/ 6"X8" CURB 8" POURED CONCRETE WALL REINFORCING STEEL AS REQUIRED 5'0 CONC. APRON 3'-0 CONC. APRON STEP FOUNDATION PER GRADE 5036RS 6068 5036RS 9 1/2" AFLS16" OC.9 1/2" AFLS16" OC.6'-6"11'-3"12'-9"9'-6" 40'-0" 38'-10" X 14'-6" FUTURE FAMILY UNEX. UNEXCAVATED MECHANICAL 36X36X12 CONC. FTG. W/ 4- #5 REBAR 5000 PSI 9' -0" TALL 8" POURED CONCRETE WALL REINFORCING STEEL AS REQUIRED 20X8 CONCRETE FOOTING W/ 2 #4 REBAR 5000 PSI 20X8 CONCRETE FOOTING W/ 2 #4 REBAR STEP FTG. FOR FULL BASEMENTR.I. BATH 4' -0" TALL W/ 6"X8" CURB 8" POURED CONCRETE WALL REINFORCING STEEL AS REQUIRED 4' -0" TALL W/ 6"X8" CURB 8" POURED CONCRETE WALL REINFORCING STEEL AS REQUIRED STEP FOUNDATION PER GRADESSSB36SB3630"X60" W/SWHFURN LAUNDRY SINK 26685036RS2468 2068UP 16'1 1/2" M.O 8'1 1/2" M.O SUMP9 1/2" LSL16" OC.9 1/2" LSL16" OC.3'-9"EGRESS PITDRAIN TILE SLEEVEBRICK LEDGE 2" BRICK LEDGE 2"BRICK LEDGE 2" BRICK LEDGE 2" BRICK LEDGE 2" BRICK LEDGE 2" GARAGE STRAPS 800LBS x2 GARAGE STRAPS 800LBS x2 GARAGE STRAPS 800LBS x2GARAGE STRAPS 800LBS x2 3'-1"2'-8"21'-11"2'-10"3'-8"5'-4"6'-1" 4'-7"15'-2"6'-9"11'-11"12'-2"21'-11 1/2"5'-8 1/2" 5'-8"6'-0"10'-0"10'-0" 49'-11"7'-3"7'-11"30'-0"9"15'-2"45'-11"10'-1"39'-10" 49'-11"15'-2"7'-10"10'-10"10'-1"43'-11"2'-0"4'-2"7'-6"4'-3"15'-11"4'-4"14'-6"3'-11"3'-11"9'-5"23'-4"21'-4"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"21'-3"10'-3 1/4"19'-8 3/4"13'-2" 38'-6" X 14'-3" FUTURE FAMILY UNEX. UNEXCAVATED 9' -0" TALL 8" POURED CONCRETE WALL REINFORCING STEEL AS REQUIRED 20X8 CONCRETE FOOTING 5000 PSI MECHANICAL 36X36X12 CONC. FTG. W/ 4- #5 REBAR 5000 PSI R.I. BATH CUT OUT IN FTG FOR PLUMBING These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.FOUNDATION PLAN SHEET: 1/4"=1'-0" DATE: FOUNDATION PLAN A-2 FOOTING 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 BASEMENT WALK OUT BASEMENT 19177 Hilldale AveLakeville, Mn Lot 11 Block 1 Crescent Ridge 4thFULL BASEMENT 3/15/2019 UFER Ground -Provide 20' Rebar in footing and stub up near electrical service panel. DN DW SB36 BCB21L BCB48B18L B24LB30B45 B21LDW SB36 BCB21L BCB48B18L B24LB30B45 B21LW3036W362024W3018BCW1236LW3936 BCW2436LW1836L W2436LW2436LTIPITOWEL BAR6050TS 6068 3036SH 3068 16080 28682868 206826682468246820688080 6060MU DN UP ROOF TRUSS 24" OC. 42" Half Wall Wood Cap 42" Half Wall Wood Cap18" FLOORTRUSS 24" OC.18" FLOORTRUSS 24" OC.18" FLOORTRUSS 24" OC.EXTERIOR ELEVATION LEFTEXTERIOR ELEVATION RIGHTS2 S-1 S2 S-1 S2 3'-10 13/16"2'-9"6'-0"6'-0"10'-0"10'-0" 4'-7 15/16"2'-11 3/8"9'-4"6'-0"2'-0"4'-7 15/16"2'-4 1/16"4'-2"9"3'-11 1/2"3'-11"10'-10"1'-2"6'-8"15'-4"3'-6"2'-0" 2'-0 1/16" 5'-7"4'-11"6'-0"5'-6" 18" 6'-1"1'-6" 4'-2"6'-8" 3'-5"14'-10 3/4"14'-1"5'-9 3/4"6'-0 1/4"5'-6"4'-9 1/4" 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"18'-0"10'-0"31'-0" X 23'-6" 14'-0" X 14'-11" 5'-0" X 6'-0" 11'-1" X 9'-8" 4'-6" X 6'-0" 6'-0" X 10'-4" 11'-7" X 21'-0" 4'-10" X 5'-10" 13'-5" X 14'-8" GARAGE OFFICE FOYER BENCHPANTRYWIC DININGGREAT ROOM KITCHEN LINOLEUM R-30 FLOOR INSULATION FINISH CEILING W/ 5/8" TYPE "X" FLAT TOP GIRDER ROOF TRUSS MONO ROOF TRUSS 24" OC.MONO ROOF TRUSS 24" OC.HIPHRD.WD.HRD.WD. CARPET CARPET HRD.WD.GIRDER FLOOR TRUSS VERIFY LOCATION(2) 11 7/8 LVL FLUSH LINOLEUM HRD.WD. DROP CNTRPWDR CERT.TILE 2X6 WALL CPT BREAK LINE6" FILLER UPPER CANT These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.CONSTRUCTION NOTES:CONSTRUCTION NOTES: 2x6 EXTERIOR FRAMING SPACED AT 16" O.C. 2x6 GARAGE FRAMING SPACED AT 16" O.C. 2x4 INTERIOR FRAMING SPACED AT 16" 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 WRAP MAINTENANCE FREE VINYL SIDING .040 THICKNESS. INSULATION NOTES:INSULATION NOTES: INSULATE ALL ACCESS DOORS/HATCHES TO ATTIC INSULATION SPECIFICATION: ATTIC R-49 FIBERGLASS BLOW-IN WALLS R-21 FIBERGLASS BATT'S FOUNDATION INSULATE ON EXTERIOR 2 3/8" ENEGY BOARD VENTILATION NOTES:VENTILATION 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 AREA BLOW IN INSULATION R-49 INSULATE ALL ACCESS DOORS/HATCHES TO ATTIC ASPHALT ROOF WITH #15 TAR PAPER UNDERLAYMENT SHEET: TRUSS DETAILSTRUSS DETAILS 1.ALL TRUSSES SHALL CARRY MANUFACTURES STAMP. 2.ALL TRUSSES SHALL BE INSTALLED AND BRACED TO MANUFACTURES SPECIFICATIONS. 3.ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDING DEPT. APPROVAL IF ENGINEERING CALCULATIONS. 4.ALL TRUSSES SHALL HAVE DESIGN AND DRAWINGS ON SITE FOR FRAMING INSPECTION. 5.ALL ROOF FRAMING 24" O.C 6: OVERHANGS 18" STAIRWAY NOTESSTAIRWAY NOTES Every 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 Stair Risers. Handrails Shall be at 34"-38" Above the nose of the tread and shall be continuous 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-3 1/4"=1'-0" 1ST Floor 19177 Hilldale AveLakeville, Mn Lot 11 Block 1 Crescent Ridge 4th3/15/2019 (2)11-7/8 LSL (2)2x12 (2)11-7/8 LSL (2)9-1/2" LSL(2)9-1/2" LSL(3)2x10 PFH PFH PFH DN SB72SB60SB36 SB72SB60SB36 U1830"X60" TUB34"X72" TUBU18DRYERWASHER34"X48"SHOWERW3036W3036TOWEL BAR TOWEL BAR TIPI TIPI 4040RS4640RS 6046RS 4050FX4640RS6050MU 28683040SH 4030MU4030MU 24682468266824682468 2468 2668 246826682668286842" Half Wall Wood Cap ROOF TRUSSES @ 24" OC.ROOF TRUSSES @ 24" OC.ROOF TRUSSES @ 24" OC.2'-9 1/2"9'-10"3'-6"3'-10"3'-10"3'-2"3'-1 1/2"5'-4"9'-11"9'-5"8'-2"7'-10"6'-1" 5'-4"4'-6"2'-11"12"4'-7"2'-8"2'-10"2'-11"4'-6"7'-4"4'-0"1'-0"4'-10"9'-10"6'-2"2'-3"5'-3"3'-9"3'-4"40'-0" 6'-2"5'-8"12'-2"16'-0"36'-0"1'-0"12'-0"7'-8"10'-10"4'-6"2'-0"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" 5'-4"2'-4"6'-3"5'-9"7'-4 3/4"8'-6"9'-3 3/4" 3'-11" 2'-10"5'-11 1/2"3'-1"4'-4 1/2"11'-2" X 10'-6" 7'-4" X 6'-7" 11'-2" X 11'-4" 12'-0" X 6'-10" 9'-1" X 10'-4" 7'-4" X 8'-4" 15'-4" X 15'-2" 5'-6" X 3'-10" 11'-10" X 11'-2" 5'-4" X 3'-10" 8'-0" X 9'-10"4'-4" X 5'-4" BATH WIC MASTER BDRM BATH BEDRM #2 BEDRM #3 BEDRM #4 LAUNDRY WIC WIC WIC LINEN PICTURE WINDOW SILL 48" ABOVE LANDING ATTIC ACCESS CARPET GIRDER ROOF TRUSS CARPET CARPET CARPET VINYLVINYL VINYL CARPET HALL CRPT. LINE OF WALL BELOW DN 6 : 1210 : 12 10 : 126 : 1210 : 12 10 : 126 : 125 : 1210 : 12 1'-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 PLAN DATE: 1/4"=1'-0" 2nd Floor NOTE: WINDOW RO'S ARE GIVEN IN FEET,INCHES (WIDTH X HEIGHT) 1/4"=1'-0"19177 Hilldale AveLakeville, Mn Lot 11 Block 1 Crescent Ridge 4th3/15/2019 (3)2x10(3)2x10 Bearing mulls per header sizing Tempered -Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ). TT8'-8"10 1/4"9'-1 1/8"1'-6 3/4"8'-1 1/8"CONTINUOUS DRAIN TILE INTO SUMP PUMP 10' SECTION OF PERFORATED PIPE CONNECTED TO EACH SIDE OF A "T" FITTING IN AGGREGATE PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOF NOTE: PROVIDE RECEPTACLE FOR FUTURE RADON FAN, VENT PIPE SHALL BE INSTALLED WITH A MINIMUM 24" CLEARANCE AND 36" VERTICAL CLEARANCE TO ALLOW FOR FUTURE INSTALLATION OF RADON FAN (ACTIVE SYSTEM)PASSIVE SUB-SLAB DEPRESSURIZATION SYSTEM REQUIRED PER MINNESOTA RESIDENTIAL ENERGY CODE 1322.2100 TERMINATE 12" ABOVE ROOF MANUFACTURED TRUSSES INSTALLED PER MFG SPEC'S VENT 1/300TH OF ROOF AREA 50% TO 80% NEAR RIDGE REMAINDER IN SOFIT PER IRC R806 3" MIN POLYURETHANE FOAM AT RIM JOIST FASCIA SOFFIT VENTS 1/2" SHEATHING #15 TAR PAPER ASPHALT SHINGLES 6' ICE AND WATER ICE AND WATER REQ. FROM THE EAVES TO A LINE 24" INSIDE THE EXTERIOR WALL LINE FLASHING ABOVE GRADE PROTECTION OF ENERGY BOARD EXTENDING 6" BELOW GRADE 3 1/2" CONC. SEAL ALL JOINTS -SUMP AND OPENINGS ROOF ASSEMBLY MAY REQUIRE RAFTER/TRUSS TIE DOWNS R49 INSULATION 1/2" GYPSUM SAG RESISTANT W/ VAPOR BARRIER SEAL BEHIND POLY 4 MIL POLY VAPOR BARRIER APPLIED ON WARM IN WINTER SIDE OF THERMAL INSULATION AT ABOVE GRADE FRAMED WALLS FLOORS AND CEILINGS. 3/4" SUB FLOOR SEAL BEHIND POLY 1/2" GYPSUM TREATED SILL PLATE W/ SILL SEAL CAST-IN-PLACE ANCHOR BOLT 2 3/8" ENERGY BOARD WATCH DOG H3 WATER PROOF 8" CONC WALL REINFORCING STEEL AS REQUIRED 6 MIL POLY VAPOR BARRIER LAPPED SEAMS 12" BETWEEN SEAL BEHIND POLY 4 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 SHEATHING INTERIOR INSULATION UNLESS BLOWER DOOR TEST @ 2.6 AIR CHANGES SEAL JOINT BETWEEN FOUNDATION WALL AND SLAB WITH APPROVED SEALANT PASSIVE RADON VENT4" CLEAN AGGREGATE PASSIVE RADON VENT LABEL ON EACH FLR "RADON REDUCTION SYSTEM"PASSIVE RADON VENT9 1/2" AFLS 20X8 CONCRETE FOOTING 5000 PSI FINISH SIDING HOUSE WRAP 15/32 OSB SHEATHING 2X6 16" OC. FRAMING MEMBERS R21 INSULATION POLYSTYRENE VENTILATION CHUTES RIGID WINDWASH BARRIER MUST BE INSTALLED EXTENDING TO WITHIN 1" FROM BOTTOM OF ROOF SHEATHING BETWEEN ALL TRUSS SPACES MIN 6" ENERGY HEEL 18" FLOOR TRUSSES FINISH SIDING HOUSE WRAP 15/32 OSB SHEATHING 2X6 16" OC. FRAMING MEMBERS R21 INSULATION PASSIVE RADON VENT LABEL ON EACH FLR "RADON REDUCTION SYSTEM" PASSIVE RADON VENT LABEL ON EACH FLR "RADON REDUCTION SYSTEM" BALLOON FRAME WALL 7 " RISE 10" MIN. TREAD 6 3/4" RISE 10" MIN. TREAD RAILINGS 36" MIN HGT. BAL. MAX 4" BTWN. MIN. 6'-8" HEADROOM These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET: 3/8"=1'-0" DATE: S-1S1 3/8"=1'-0" S2 19177 Hilldale AveLakeville, Mn Lot 11 Block 1 Crescent Ridge 4th3/15/2019 R-4 on pipe in attic DN C C GFCI C GFCI 4 R R CO/SD CO/SD CO/SD CO/SD CO/SD GFCI R R C BATH WIC MASTER BDRM BATH BEDRM #2 BEDRM #3 BEDRM #4 LAUNDRY WIC WIC WIC LINEN DN DN UP WP WP C GFCI GFCI GFCI T GFCI GFCI CO/SD R R R R GFCI GFCI GFCI R GARAGE OFFICE FOYER PANTRYWIC DININGGREAT ROOM KITCHEN PWDR SSWH UP FUTURE FAMILY These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.ELECTRICAL NOTES: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.50 4.LIGHT BULBS MUST BE AT LEAST 75% CFL THROUGH OUT THE HOUSE. SHEET: DATE: 2nd Floor Electrical 1ST Floor ElectricalLower Level Electrical 19177 Hilldale AveLakeville, Mn Lot 11 Block 1 Crescent Ridge 4th3/15/2019 Smoke 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" REQUIRED 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" REQUIRED 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 6 2x6 SPF_No.2 5’-0" MF5 2 2x6 SPF_No.2 4’-0" MF6 8 2x6 SPF_No.2 3’-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 MF2 3 PLY 3 PLY MF4 2 PLY 2 PLY MF4 2 PLY MF3 2 PLY MF4 2 PLY MF5 2 PLY MF6 2 PLY MF6 2 PLY MF6 2 PLY MF6 MF1 Loomis Homes-Master Layout-The EverestLP LSL Label Qty Description Length BLK 1-3/4x9-1/2 LP-LSL 1.55E 6’-0" 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 4 1-3/4x9-1/2 LP-LSL 1.55E 16’-0" J4 7 1-3/4x9-1/2 LP-LSL 1.55E 12’-0" J5 5 1-3/4x9-1/2 LP-LSL 1.55E 8’-0" J6 5 1-3/4x9-1/2 LP-LSL 1.55E 6’-0" MD1 2 1-3/4x7-1/4 LP-LSL 1.55E 8’-0" MD4 2 1-3/4x9-1/2 LP-LSL 1.55E 6’-0" MF1 2 1-3/4x9-1/2 LP-LSL 1.55E 16’-0" MF2 1 1-3/4x9-1/2 LP-LSL 1.55E 8’-0" MF3 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 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 Connectors Label Qty Description TF Fstnr Face Fstnr Joist Fstnr H1 10 IUS1.81/9.5 -None 8-10d 2-10d x 1.5" Sawn Lumber Label Qty Description Length MD2 2 2x6 SPF_No.2 6’-0" MD3 2 2x8 SPF_No.2 6’-0" MD5 2 2x8 SPF_No.2 3’-0" MF5 2 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 6’-0" J1 A1 A7 A1 A7 A1 A7 A1 A1 A7 A1 A1 A1 B2 2 PLY 2 PLY 2 PLY 2 PLY A7 J1 J2 J2 B2B2 B2 J1 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J3 J3 J3 J3 J4 J4 J4 J4 J4 J4 J4 J5 J5 J5 J5 J5 J6 J6 J6 J6 J6 RB1 RB2 RB3 RB4 RB5 RB6 RB7 RB8 RB9 RB10 RB11 RB12 RB13 RB14 RB15 B1 B1 B2 B3 MD2 MD3(2)MD4 MD5 (2)MD1 (2)MF1 (2)MF3(2)MF4 (2)MF4 MF5 MF2 H1 H1 H1 H1 H1 H1 H1 H1 H1 H1 J1 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 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 3,532 529.80 72 207 207 529.80 (322.80) 145.64 72.82 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 19177 Hillside Avenue 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 Payne Bradford Payne Powered Model PG9MABO06036 RE35056 PA013NRO24 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: 150 High:150 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 _______________ 04/22/19 X KP