HomeMy WebLinkAboutLA185270 17962 Eventide Way Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
20195 Holyoke Avenue, Lakeville, MN 55044
952-985-4400 952-985-4499 fax
www.lakevillemn.gov
Sewer & Water Tie Card
Address:________________________________________
Contractor:______________________________________
Permit Number:__________________________________
Final Date:________________
Street Drain-Tile:______
Size of Water Service: 1”
Comments: AIRTEST SANITARY OVER 20’/2 FITTINGS
THIS CARD MUST BE COMPLETED AND ON-SITE AT TIME
OF SEWER & WATER INSPECTION
Plan Approval:________________________
Date: _______
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"DASHED LINES
REPRESENT
LO/WO
WINDOW
DASHED LINES
REPRESENT
LO/WO
WINDOW
PATIO DOOR FOR WALKOUT OPTION
10
12
WALKOUT OPTION 42" FROST FOOTING MIN.
6
12
5
12
6
12
6
12
WINDOW WELL
FB ONLY 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
-2416 Finished Square Feet
-1196 Unfinished Square Feet
-4 Bedrooms 2 Full Bath
-Three Stall Garage
17962 Eventide WayLakeville, MnLot 13 Block 3 Knob hill9/17/2020
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
2020
MN Bldg
Code
10/08/2020dmathews
5036RS
6068
5036RS
9 1/2" AFLS16" OC.9 1/2" AFLS16" OC.9'-6"11'-3"12'-9"6'-6"
10'-0"
38'-10" X 22'-4"
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 PSI20X8 CONCRETE FOOTING
W/ 2 #4 REBAR
5000 PSISTEP 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
STEP
FOUNDATION
PER GRADE
SELECTEDSSSB36SB3630"X60"
W/S WH FURN
LAUNDRY
SINK
26685036RS2468
2068UP
16'1 1/2" M.O
8'1 1/2" M.O
SUMP 9 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 x2 GARAGE STRAPS
800LBS x23'-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
W/S WH FURN
LAUNDRY
SINK
5036RS 5036RS
UP9 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 PSI20X8 CONCRETE FOOTING
W/ 2 #4 REBAR
5000 PSISTEP 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
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
17962 Eventide WayLakeville, MnLot 13 Block 3 Knob hillFULL BASEMENT
9/17/2020
CSP-WSP BRACED WALL METHOD 12'6 Required
3'6 CSP-WSP 6' CSP-WSP4' CSP-WSP
(2)7-1/4" LSL
(2)9-1/2" LSL
(2)9-1/2" LSL
(2)2x8
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
DN
DWSB36BCB21R
BCB48B18R
B24RB30B45
B21RDWSB36BCB21R
BCB48B18R
B24RB30B45
B21RW3036W362024W3018BCW1236R W3936
BCW2436RW1836R
W2436RW2436RTIPI TOWEL BAR3036SH 6068 6050TS
3068
16080
2868
2668206828682468246820688080
6060MU
DN
UP
ROOF TRUSS
24" OC.
42" Half Wall
Wood Cap
42" Half Wall
Wood Cap 18" FLOORTRUSS 24" OC.18" FLOORTRUSS 24" OC.18" FLOORTRUSS 24" OC.EXTERIOR ELEVATION LEFTEXTERIOR ELEVATION RIGHTS2
S-1
S2
S-1
S2
3'-10 3/4"2'-9"6'-0"6'-0"10'-0"10'-0"
4'-8"2'-11 3/8"9'-4"6'-0"2'-0"4'-8"2'-4"4'-2"9"3'-11 1/2"3'-11"10'-10"1'-2"6'-8"15'-4"3'-6"2'-0"
2'-0"
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"3'-9 1/2"3'-9 1/2"
31'-0" X 23'-6"
1019 SQ FT
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 15'-8"
4'-10" X 5'-10"
13'-5" X 14'-8"
GARAGE
OFFICE
FOYERBENCHPANTRYWIC
DINING GREAT ROOMKITCHEN
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.HI
PHRD.WD.HRD.WD.
CARPET
CARPET
HRD.WD.GIRDER FLOOR TRUSS VERIFY LOCATION(2) 11 7/8 LVL FLUSH
LINOLEUMHRD.WD.
DROP
CNTR PWDR
CERT.TILE
LIVING AREA
2X6 WALLCPT BREAK LINE6" FILLER
UPPER CANT
INSET STEPS INTO STOOP
FIRE PLACE SEE SPECS FOR FRAMING
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 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 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
17962 Eventide WayLakeville, MnLot 13 Block 3 Knob hill9/17/2020
Verify loads with girder
truss specs, may require
removal of top plates at
bearing due to crushing.
(2)9-1/2" LSL
(2)11-7/8 LSL
(2)9-1/2" LSL (3)2x10
(2)11-7/8 LSL
(2)2x10
(2)2x10
(2)2x12
PFH PFH
PFH PFH
DNSB72
SB60SB36SB72SB60SB36U1830"X60" TUB34"X72" TUBU18DRYERWASHER34"X48"SHOWERW3036W3036TOWEL BAR
TOWEL BAR
TIPI
TIPI4040RS6046RS 4640RS
4640RS4050FX6050MU2868
3040SH
4030MU4030MU
2468 2468246826682468
2468
2668
246826682668286842" Half Wall
Wood Cap
ROOF TRUSSES @ 24" OC.ROOF TRUSSES @ 24" OC.ROOF TRUSSES @ 24" OC.2'-9 1/2"8'-4"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 13/16"
3'-11"
2'-10"5'-11 1/2"3'-1"4'-4 1/2"2'-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
VINYL VINYL
VINYL
CARPET
HALL
CRPT.
LINE OF WALL BELOW
DN6 : 1210 : 12
10 : 126 : 1210 : 12
10 : 12 6 : 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"17962 Eventide WayLakeville, MnLot 13 Block 3 Knob hill9/17/2020
(3)2x10 (3)2x10
(3)2x8(3)2x8
Temper
-Min. 15" clearance to any
obstruction from center of
W.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
17962 Eventide WayLakeville, MnLot 13 Block 3 Knob hill9/17/2020
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
GFCIGFCI
GFCI
T
GFCI
GFCI
CO/SD
RR
RR
GFCI
GFCI
GFCI
R
GARAGE
OFFICE
FOYER
PANTRY WIC
DINING GREAT ROOMKITCHEN
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
17962 Eventide WayLakeville, MnLot 13 Block 3 Knob hill9/17/2020
3036SH10'-0"10'-0"6'-0"6'-0"2'-9"15'-3"20'-0"12'-0"18'-0"50'-0"10'-11"7'-10"15'-3"34'-0"9'-5 15/16"12'-10 1/16"11'-11"5'-9"40'-0"10'-0"50'-0"15'-6"6"30'-0"46'-0"These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.CONSTRUCTION NOTES:2x6 EXTERIOR FRAMING SPACED AT 16" O.C.2x6 GARAGE FRAMING SPACED AT 16" O.C.2x4 INTERIOR FRAMING SPACED AT 24" O.C.EXTERIOR WALL SHEATHING 1/2" OSB SHEATHING SUBFLOOR: 3/4" OSB EXTERIOR GRADE.ROOF SHEATHING: 15/32" OSB EXTERIOR GRADE. EXTERIOR MOISTURE PROTECTIVE BARRIER:STANDARD BUILDING WRAPMAINTENANCE FREE VINYL SIDING .040 THICKNESS.INSULATION NOTES:INSULATE ALL ACCESS DOORS/HATCHES TO ATTICINSULATION SPECIFICATION:ATTIC R-49 FIBERGLASS BLOW-INWALLS R-21 FIBERGLASS BATT'SFOUNDATION INSULATE ON EXTERIOR 2 3/8" ENEGY BOARDVENTILATION NOTES:ATTIC VENTILATION: AREA 1299 SQ FT.ATTIC VENTILATION EQUAL TO 1 SQ. FOOT PER 150 SQ. FEET OF ATTIC SPACE. VENTILATION SHALL BE PROTECTED FROM SNOW AND RAIN.PROVIDE 1" MIN. AIR GAP AT EAVES WITH INSULATION BAFFLES TYPE AT ALL TRUSS BAYS.PROVIDE ROOF VENTS ON BACKSIDE OF ROOFLINE ABOVE CONDITIONED AREABLOW IN INSULATION R-49INSULATE ALL ACCESS DOORS/HATCHES TO ATTICASPHALT ROOF WITH #15 TAR PAPER UNDERLAYMENTSHEET:TRUSS DETAILS1. ALL TRUSSES SHALL CARRY MANUFACTURES STAMP.2. ALL TRUSSES SHALL BE INSTALLED AND BRACED TO MANUFACTURESSPECIFICATIONS.3. ALL TRUSSES WILL NOT BE FIELD ALTERED WITHOUT PRIOR BUILDINGDEPT. APPROVAL IF ENGINEERING CALCULATIONS.4. ALL TRUSSES SHALL HAVE DESIGN AND DRAWINGS ON SITE FORFRAMING INSPECTION.5. ALL ROOF FRAMING 24" O.C6: OVERHANGS 18"STAIRWAY NOTESEvery Stairway Shall have Headroom Clearance of Not Less Than 6' 8".Stair MAX Rise 7 3/4" & MIN Run of 10".Handgrip On Handrails SHALL Not be less than 1 1/4" or More Than 2".Guard Rail Height of 36" MIN & Less Than 4" Opening on Spindles and StairRisers. Handrails Shall be at 34"-38" Above the nose of the tread and shall becontinuous the full length of the stairs with each end returned to the wall.Interior stairways shall be provided with a light source at each landing.DATE:NOTE:WINDOW RO'S ARE GIVEN IN FEET,INCHES (WIDTH X HEIGHT)A-31/4"=1'-0"1ST Floor1/21/2019CSP-WSP BRACED WALL METHOD 12'6" REGUIREDCS-WSP BRACED WALL METHOD 12'2" REQUIREDPFH PORTAL FRAMING PER R602.10.6.2 STH-14 HOLD DOWN (2) PER SIDECS-WSP BRACED WALL 10'6" REQUIRED4' CS-WSP4' CS-WSP4' C S - W S P4'C S -W S P4' C S - W S P4' C S - W S P4' C S - W S P4' C S - W S P4' CS-WSP
5'-4"9'-11"9'-5"8'-2"7'-10"6'-1"40'-0"6'-2"5'-8"12'-2"16'-0"36'-0"1'-0"12'-0"7'-8"10'-10"4'-6"40'-0"12'-9"7'-9"1'-0"6'-8"1'-2"10'-8"3'-11"1299 SQ FTE WINDOW ABOVE LANDINGLIVING AREALINE OF WALL BELOW10 : 1210 : 126 : 125 : 1210 : 121'-6"4These plans are property ofLoomis Homes LLC and maynot be reproduced or usedwithout written consent.SHEET:ROOF PLANDATE:1/4"=1'-0"2nd FloorNOTE:WINDOW RO'S ARE GIVEN IN FEET,INCHES (WIDTH X HEIGHT)1/4"=1'-0"1/21/2019CS-WSP BRACED WALL METHOD MIN 7'9" REQUIREDWSP BRACED WALL MIN 5'6"WSP BRACED WALL MIN REQUIRED 5'6"CS-WSP BRACED WALL METHOD 7'9" REQUIRED4' CS_WSP4' CS-WSP4' C S - W S P4' C S - W S P4' C S - W S P4' C S - W SP4' CS-WSP4' CS-WSP4' CS-WSP4' C S - W S P4' C S - W S P3' CS-WSP
Sawn Lumber
Label Qty Description Length
MF1 2 2x6 SPF_No.2 7’-0"
MF2 3 2x10 SPF_No.2 7’-0"
MF3 3 2x10 SPF_No.2 5’-0"
MF4 8 2x6 SPF_No.2 5’-0"
MF5 6 2x8 SPF_No.2 5’-0"
MF6 2 2x6 SPF_No.2 4’-0"Loomis Homes-Master Layout-The Everest90710/22/2018Justin SpreitzerJustin Spreitzer
2631 Territorial Road
St. Paul, MN, 55114
612-282-0976
RevisedDrawn By:Project #DateQUESTIONS? PLEASE CONTACT ME,
1. ALWAYS READ PRODUCT BROCHURE BEFORE
INSTALLATION OF EWP PRODUCTS.
2. REFER TO HOLE CHARTS PRIOR TO DRILLING
PRODUCT.
3. THIS DOCUMENT IS INTENDED SOLELY AS A
PLACEMENT PLAN. IT IS TO BE REVIEWED BY THE
ENGINEER OF RECORD AND MUST MEET HIS/HER
APPROVAL PRIOR TO INSTALLATION OF OUR
PRODUCT.
4. THIS DOCUMENT IS NOT TO BE USED AS A
REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL
PLANS.
5. LAYOUT, QUANTITY AND LENGTH TO BE
VERIFIED BY CONTRACTOR.
Additional Notes
General Notes
3 PLY 3 PLY
2 PLY
2 PLY
2 PLY
2 PLY
3 PLY
2-PLY
2 PLY
2-PLY
3 PLY
MF2 MF3
MF5MF5
MF6
MF4
MF4
MF4
MF4
MF1
***NOTE***
All Headers Up to 4'-11"=1 Trimmer
All Headers Over 5'-0"=2 Trimmers
Unless Noted Otherwise.
Sawn Lumber
Label Qty Description Length
MF2 2 2x12 SPF_No.2 13’-0"
MF4 2 2x8 SPF_No.2 8’-0"
MF7 7 2x10 SPF_No.2 7’-0"
MF8 2 2x6 SPF_No.2 6’-0"
MF10 4 2x6 SPF_No.2 4’-0"
MF11 2 2x6 SPF_No.2 3’-0"
LP LSL
Label Qty Description Length
MF1 2 1-3/4x11-7/8 LP-LSL 1.55E 20’-0"
MF3 2 1-3/4x11-7/8 LP-LSL 1.55E 10’-0"
MF5 2 1-3/4x11-7/8 LP-LSL 1.55E 8’-0"
MF6 2 1-3/4x9-1/2 LP-LSL 1.55E 8’-0"
MF9 2 1-3/4x9-1/2 LP-LSL 1.55E 4’-0"Loomis Homes-Master Layout-The Everest90710/22/2018Justin SpreitzerJustin Spreitzer
2631 Territorial Road
St. Paul, MN, 55114
612-282-0976
RevisedDrawn By:Project #DateQUESTIONS? PLEASE CONTACT ME,
1. ALWAYS READ PRODUCT BROCHURE BEFORE
INSTALLATION OF EWP PRODUCTS.
2. REFER TO HOLE CHARTS PRIOR TO DRILLING
PRODUCT.
3. THIS DOCUMENT IS INTENDED SOLELY AS A
PLACEMENT PLAN. IT IS TO BE REVIEWED BY THE
ENGINEER OF RECORD AND MUST MEET HIS/HER
APPROVAL PRIOR TO INSTALLATION OF OUR
PRODUCT.
4. THIS DOCUMENT IS NOT TO BE USED AS A
REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL
PLANS.
5. LAYOUT, QUANTITY AND LENGTH TO BE
VERIFIED BY CONTRACTOR.
Additional Notes
General Notes
3 PLY
MF7
(2)MF1
2 PLY
2 PLY
2 PLY
2 PLY
2 PLY2 PLY
2 PLY
MF2
(2)MF3
MF4
2 PLY
(2)MF6
MF7MF7
MF8
(2)MF9
MF10
MF10
MF11
(2)MF5
Loomis Homes-Master Layout-The EverestLP LSL
Label Qty Description Length
J1 4 1-3/4x9-1/2 LP-LSL 1.55E 34’-0"
J2 13 1-3/4x9-1/2 LP-LSL 1.55E 22’-0"
J3 7 1-3/4x9-1/2 LP-LSL 1.55E 16’-0"
J4 7 1-3/4x9-1/2 LP-LSL 1.55E 12’-0"
MD1 2 1-3/4x7-1/4 LP-LSL 1.55E 8’-0"
MF1 1 1-3/4x9-1/2 LP-LSL 1.55E 8’-0"
MF2 2 1-3/4x9-1/2 LP-LSL 1.55E 8’-0"
MF4 4 1-3/4x9-1/2 LP-LSL 1.55E 6’-0"
LP OSB Rim
Label Qty Description Length
RB 14 1-1/8x9-1/2 LP-OSB Rim 12’-0"90710/22/2018Justin Spreitzer1. FLOOR JOISTS TO BE 9-1/2" LP-LSL 1.55E @
19.2" O.C. TYP. UNLESS OTHERWISE NOTED.
2. ALL BLOCKING PER STRUCTURAL PLAN
3. LOADING TO BE 40 PSF LL - 10 PSF DL
UNLESS OTHERWISE NOTED.
Justin Spreitzer
2631 Territorial Road
St. Paul, MN, 55114
612-282-0976
Revised: 3/13/2020Drawn By:Project #DateQUESTIONS? PLEASE CONTACT ME,
1. ALWAYS READ PRODUCT BROCHURE BEFORE
INSTALLATION OF EWP PRODUCTS.
2. REFER TO HOLE CHARTS PRIOR TO DRILLING
PRODUCT.
3. THIS DOCUMENT IS INTENDED SOLELY AS A
PLACEMENT PLAN. IT IS TO BE REVIEWED BY THE
ENGINEER OF RECORD AND MUST MEET HIS/HER
APPROVAL PRIOR TO INSTALLATION OF OUR
PRODUCT.
4. THIS DOCUMENT IS NOT TO BE USED AS A
REPLACEMENT FOR YOUR ORIGINAL STRUCTURAL
PLANS.
5. LAYOUT, QUANTITY AND LENGTH TO BE
VERIFIED BY CONTRACTOR.
Additional Notes
General Notes
Sawn Lumber
Label Qty Description Length
MD2 2 2x6 SPF_No.2 6’-0"
MD3 2 2x8 SPF_No.2 3’-0"
MF3 4 2x8 SPF_No.2 6’-0"
10d box nails at 6"o.c.
toe-nailed from outside of building.
RIM BOARDA1
Same depth as I-joist
Fasten rim board to each floor
I-Joist using one 8d nail or
10d box nail per flange
Blocking panels
may be required
with shear
walls
Bearing wall
aligned under
wall above
Use double squash blocks as specified.
Squash blocks must be cut 1/16" taller
than I-Joist. 2x4 min.
Stagger
8d or 10d
box nails
to avoid
splitting
Toe nail 8d or 10d box nail to plate
SQUASH BLOCKSB2A7SOLID RIM AS STARTER JOIST
Provide blocking for
lateral support as required. Use LP I-Joist,
LP LVL, LP LSL, or LP Rim Board as blocking
Fasten rim board to each floor
I-Joist using one 8d nail or
10d box nail per flange
Start Framing Here
19.2" o.c.
LOOKOUT OPTION
WALKOUT OPTION
A1
A7A1
A1
A7
A1
A7
A1
A7
A1 A7
B2
2 PLY
J3
2 PLY
2 PLY
2 PLY
B2
B2
B2
J3J3
J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2 J2
J1 J1 J1 J1
J4
J3
J4
J3
J4
J3
J4
J3
J4 J4 J4
RB5
RB10RB9
RB8
RB7
RB4
RB6
RB3
RB2
RB1
RB11
RB12
(2)MD1
MD3
MD2
MF3(2)MF2
MF1
MF3(2)MF4
(2)MF4
A1
4'9"
4'9"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 1 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 2 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 3 of 52
1 1/2"6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 4 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 5 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 6 of 52
4'3"
4'3"
1 SPF End Grain 2 SPF End Grain
4 1/2"
7 1/4
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/13/2020
Input by:Justin Spreitzer
Job Name:Master Beam Pack
Project #:The Everest
Level: Upper LevelBeam #4 S-P-F #2 2.000" X 8.000" 3-Ply -PASSED
Version 19.80.203Powered 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 UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 686 1413 0 0
2 0 686 1413 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2101 ft-lb 2'1 1/2"4562 ft-lb 0.461 (46%)D+S L
Unbraced 2101 ft-lb 2'1 1/2"4562 ft-lb 0.461 (46%)D+S L
Shear 1441 lb 3'7"3377 lb 0.427 (43%)D+S L
LL Defl inch 0.022 (L/2286)2'1 9/16"0.206 (L/240)0.100 (10%)S L
TL Defl inch 0.032 (L/1539)2'1 9/16"0.275 (L/180)0.120 (12%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"73%686 / 1413 2100 L D+S
2 -SPF
End
Grain
1.500"73%686 / 1413 2100 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 7 of 52
1 1/2"4'3"
4'3"
1 SPF End Grain 2 SPF End Grain
4 1/2"
7 1/4
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/13/2020
Input by:Justin Spreitzer
Job Name:Master Beam Pack
Project #:The Everest
Level: Upper LevelBeam #4 S-P-F #2 2.000" X 8.000" 3-Ply -PASSED
Version 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 8 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 9 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 10 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 11 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 12 of 52
4'9"
4'9"
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:3/13/2020
Input by:Justin Spreitzer
Job Name:Master Beam Pack
Project #:The Everest
Level: Upper LevelWindow in Bedroom #2 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 19.80.203Powered 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 UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 335 249 0 0
2 0 335 249 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 658 ft-lb 2'4 1/2"1649 ft-lb 0.399 (40%)D+S L
Unbraced 658 ft-lb 2'4 1/2"1649 ft-lb 0.399 (40%)D+S L
Shear 456 lb 6 1/4"1708 lb 0.267 (27%)D+S L
LL Defl inch 0.019 (L/2990)2'4 1/2"0.154 (L/360)0.120 (12%)S L
TL Defl inch 0.043 (L/1276)2'4 1/2"0.231 (L/240)0.190 (19%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"31%335 / 249 584 L D+S
2 -SPF
End
Grain
1.500"31%335 / 249 584 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 13 of 52
1 1/2"4'9"
4'9"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/13/2020
Input by:Justin Spreitzer
Job Name:Master Beam Pack
Project #:The Everest
Level: Upper LevelWindow in Bedroom #2 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 14 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 15 of 52
1 1/2"6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 16 of 52
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:3/13/2020
Input by: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
Version 19.80.203Powered 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 UNPATTERNED 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 lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.062", Long Term = 0.093"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously braced.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 8-0-0 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 0-3-8
Self Weight 11 PLF
This design is valid until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 17 of 52
1 1/2"6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/13/2020
Input by: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
Version 19.80.203Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6" Clinch Nails
where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 202.6 PLF
Yield Limit per Fastener 101.3 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 18 of 52
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:3/13/2020
Input by: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
Version 19.80.203Powered 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 UNPATTERNED 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 lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.007", Long Term = 0.010"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously braced.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 8-0-0 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 0-3-8
Self Weight 11 PLF
This design is valid until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 19 of 52
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:3/13/2020
Input by: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
Version 19.80.203Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6" Clinch Nails
where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 202.6 PLF
Yield Limit per Fastener 101.3 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 20 of 52
8'6"
8'6"
1 Hanger (HU410 (Max))2 SPF
3 1/2"
9 1/2"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/13/2020
Input by: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
Version 19.80.203Powered 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 UNPATTERNED 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 lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.040", Long Term = 0.060"
3 Fasten all plies using 3 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 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.
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 until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 21 of 52
1 1/2"8'6"
8'6"
1 Hanger (HU410 (Max))2 SPF
3 1/2"
9 1/2"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/13/2020
Input by: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
Version 19.80.203Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 3 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6" Clinch Nails
where possible.
Capacity 72.4 %
Load 220.0 PLF
Yield Limit per Foot 303.9 PLF
Yield Limit per Fastener 101.3 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 until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 22 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 23 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 24 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 25 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 26 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 27 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 28 of 52
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:3/13/2020
Input by: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
Version 19.80.203Powered 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 UNPATTERNED 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 lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.328", Long Term = 0.492"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously braced.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 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 until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 29 of 52
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:3/13/2020
Input by: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
Version 19.80.203Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6" Clinch Nails
where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 202.6 PLF
Yield Limit per Fastener 101.3 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 30 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 31 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 32 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 33 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 34 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 35 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 36 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 37 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 38 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 39 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 40 of 52
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3 8
4 9
5 1067
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/13/2020
Input by: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
Version 19.80.203Powered 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 UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1812 1999 1788 0 0
2 1788 2336 2535 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 6756 ft-lb 3'6"12245 ft-lb 0.552 (55%)D+0.75(L+S)L
Shear 3921 lb 4'6 1/4"10452 lb 0.375 (38%)D+0.75(L+S)L
LL Defl inch 0.058 (L/1062)3'1 9/16"0.171 (L/360)0.340 (34%)0.75(L+S)L
TL Defl inch 0.100 (L/617)3'1 1/2"0.256 (L/240)0.390 (39%)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"51%1999 / 2700 4698 L D+0.75(L+S)
2 -SPF
End
Grain
3.000"61%2336 / 3242 5578 L D+0.75(L+S)
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.042", Long Term = 0.063"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously braced.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 8-0-0 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 0-6-0 8-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
4 Part. Uniform 0-0-0 to 0-6-0 Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
5 Part. Uniform 0-0-0 to 0-6-0 19-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
Continued on page 2...
This design is valid until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 41 of 52
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
3 8
4 9
5 1067
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/13/2020
Input by: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
Version 19.80.203Powered 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 0-6-0 Top 614 lb 520 lb 526 lb 0 lb 0 lb Beam #9 Brg 1
Bearing Length 0-3-8
7 Point 3-6-0 Top 1395 lb 520 lb 2134 lb 0 lb 0 lb Beam #9 Brg 2
Bearing Length 0-3-8
8 Part. Uniform 3-6-0 to 5-6-0 8-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
9 Part. Uniform 3-6-0 to 5-6-0 Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
10 Part. Uniform 3-6-0 to 5-6-0 19-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
Self Weight 11 PLF
This design is valid until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 42 of 52
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:3/13/2020
Input by: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
Version 19.80.203Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6" Clinch Nails
where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 202.6 PLF
Yield Limit per Fastener 101.3 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 43 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 44 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 45 of 52
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:3/13/2020
Input by: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
Version 19.80.203Powered 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 UNPATTERNED 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 lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.046", Long Term = 0.068"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be laterally braced at a maximum of 2' o.c.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 14-5-14 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Self Weight 8 PLF
This design is valid until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 46 of 52
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:3/13/2020
Input by: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
Version 19.80.203Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6" Clinch Nails
where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 202.6 PLF
Yield Limit per Fastener 101.3 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 47 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 UNPATTERNED 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
Unbraced 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 48 of 52
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:3/13/2020
Input by: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 19.80.203Powered 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 11/13/2022
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 49 of 52
6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
4
5
63
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/13/2020
Input by: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
Version 19.80.203Powered 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 UNPATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1308 1189 594 0 0
2 2292 2896 2739 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 6834 ft-lb 5'12245 ft-lb 0.558 (56%)D+0.75(L+S)L
Shear 4973 lb 5'6 1/4"10452 lb 0.476 (48%)D+0.75(L+S)L
LL Defl inch 0.074 (L/994)3'8 1/8"0.204 (L/360)0.360 (36%)0.75(L+S)L
TL Defl inch 0.133 (L/555)3'7 15/16"0.306 (L/240)0.430 (43%)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"28%1189 / 1426 2615 L D+0.75(L+S)
2 -SPF
End
Grain
3.000"73%2896 / 3773 6669 L D+0.75(L+S)
Design Notes
1 Provide lateral support to prevent rotation at end bearings and at interior bearings when
required by code for seismic design.
2 Dead Load Deflection: Instant = 0.059", Long Term = 0.088"
3 Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c. Maximum end distance
not to exceed 6". Clinch Nails where possible.
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously braced.
8 Bottom braced at bearings.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 8-0-0 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 5-0-0 Top 1851 lb 1040 lb 2335 lb 0 lb 0 lb Beam #8 Brg 2
Bearing Length 0-3-8
4 Part. Uniform 5-0-0 to 6-6-0 8-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Continued on page 2...
This design is valid until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 50 of 52
6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
1
2
4
5
63
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/13/2020
Input by: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
Version 19.80.203Powered by iStruct
...Continued from page 1
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
5 Part. Uniform 5-0-0 to 6-6-0 Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
6 Part. Uniform 5-0-0 to 6-6-0 19-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
Self Weight 11 PLF
This design is valid until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 51 of 52
1 1/2"6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
3 1/2"
9 1/2"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:3/13/2020
Input by: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
Version 19.80.203Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 12d Box nails (.128x3.25") at 12" o.c.. Maximum end distance not to exceed 6" Clinch Nails
where possible.
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 202.6 PLF
Yield Limit per Fastener 101.3 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until10/31/2021
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 2019 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 52 of 52
3,612
541.80
72
207
207
541.80
(334.80)
147.24
73.62
Builders Associaton of Minnesota version 101014
New Construction Energy Code Compliance Certificate
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution
panel.
Date Certificate Posted
Mailing Address of the Dwelling or Dwelling Unit City
17962 Eventide Way Lakeville
Name of Residential Contractor MN License Number Loomis Homes LLC BC653240
THERMAL ENVELOPE RADON CONTROL SYSTEM
Insulation Location
Total R-Value of all Types ofInsulationType: Check All That Apply X Passive (No Fan)Non or Not ApplicableFiberglass, BlownFiberglass, BattsFoam, Closed CellFoam Open CellMineral FiberboardRigid, Extruded PolystyreneRigid, IsocynurateActive (With fan and monometer or
other system monitoring device)
Location (or future location) of Fan:
Other Please Describe Here
Below Entire Slab
Foundation Wall R10 X 2" Foam Board
Perimeter of Slab on Grade
Rim Joist (1st Floor)
Rim Joist (2nd Floor+)R20 X Spray Urethane
Wall R20 X
Ceiling, flat R49 X
Ceiling, vaulted R49 X X
Bay Windows or cantilevered areas
Floors over unconditioned area
Describe other insulated areas
Building envelope air tightness:Duct system air tightness:
Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor (excludes skylights and one door) U: 0.28 X Not applicable, all ducts located in conditioned space
Solar Heat Gain Coefficient (SHGC):0.22 R-value
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic WaterHeater Cooling System X Not required per mech. code
Fuel Type Natural Gas Electric Passive
Manufacturer Bryant Bradford Bryant Powered
Model 95SA04030S14 RE35056 BAONR18ADA Interlocked with exhaust device.
Describe:
Rating or Size
Input in
BTUS:60,000 Capacity in
Gallons:50 Output
in Tons:2 Other, describe:
Efficiency
AFUE or
HSPF%95.5 SEER
/EER 13 Location of duct or system:
Residential Load Calculation Heating Loss Heating Gain Cooling Load
53,767 28,822 2.40 Cfm's
" round duct OR
MECHANICAL VENTILATION SYSTEM " metal duct
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace):
Combustion Air Select a TypeXNot required per mech. code
Select Type Passive
Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe:
X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 200 High:200 Location of duct or system:
Balanced Ventilation capacity in cfms:
Location of fan(s), describe: Cfm's
Capacity continuous ventilation rate in cfms: " round duct OR
Total ventilation (intermittent + continuous) rate in cfms: " metal duct
9-28-20
DJM
X