HomeMy WebLinkAboutLA167593 - 18925 Iden 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:
Plan Approval:________________________
Date: _______
6 : 126 : 12
6 : 12
6 : 12
6 : 12
6 : 12
6 : 12
8 : 12
6 : 12
8 : 12
6 : 12
4" LP TRIM AROUND
WINDOW
3 '-0 "
6 : 126 : 12
6 : 12
6 : 12
6 : 12
6 : 12
6 : 12
8 : 12
6 : 12
8 : 12
6 : 12
6 : 126 : 126 : 126 : 126 : 126 : 12
DASHED LINES
REPRESENT PATIO
WALKOUT OPTION
DASHED LINES REPRESENT LOOKOUT/WALKOUT OPTION
6 : 126 : 126 : 126 : 126 : 126 : 12
8 : 12
5 1/2 : 125 1/2 : 12
8 : 128 : 12
DASHED LINES REPRESENT LO/WO FTG
MIN 42"
DASHED LINE REPRESENT LO/WO OPTION
STEP FOUNDATION PER GRADE
8' MAIN LEVEL
8 : 12
5 1/2 : 125 1/2 : 12
8 : 128 : 12
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
DASHED LINES REPRESENT LO/WO FTG
MIN 42"
DASHED LINE REPRESENT LO/WO OPTION
STEP FOUNDATION PER GRADE
8 : 12
8 : 12
8 : 12
8 : 12
8 : 12
T h e s e p l a n s a r e p r o p e r t y o f
L o o m i s H o m e s L L C a n d m a y
n o t b e r e p r o d u c e d o r u s e d
w i t h o u t w r i t t e n c o n s e n t .
SHEET:
DATE:
A-1
THE POPLAR II Overview:
-Rambler Single-Family Home
-1501 Finished Square Feet
-1194 Unfinished Square Feet
-3 Bedrooms 2 Full Bath
-Three Stall Garage
1 8 9 2 5 I d e n W a y
L a k e v i l l e , M N
L o t 7 B l o c k 7 C h o k e C h e r r y H i l l s 2 n d
3/7/2019
ELEVATION A 8/12 front facing gables
Stone Counts
Garage 18 SF
House Front 36 SF
Total Stone 54 SF
Concept Approval ONLY
Subject to Field Inspection
Inspector Date
2015
MN Bldg
Code
03/29/2019shutchins
SELECTED
S S
SS
W
H
4 6 4 0 R S
4640RS 4640RS
2 8 6 8
5-02668
2468 2868
2 6 6 8
1 6 6 8
2 8 6 8
UP
SUMP
A/C
FD
16'1 1/2" M.O
8'1 1/2" M.O
GARAGE STRAP
(2)800 LBS
GARAGE STRAP
(2)800 LBS
GARAGE STRAP
(2)800 LBS
3'-6"
EGRESS PIT
DRAIN TILE SLEEVE
3'-6"
EGRESS PIT
DRAIN TILE SLEEVE
3 '-6 "
E G R E S S P I T
D R A I N T I L E S L E E V E
BRICK LEDGE 2"
BRICK LEDGE 2"
BRICK LEDGE 2"
S1
S-1
S1
S-1
S1
S-1
S1
S-1
S2
S-1
S2
S-1
S2
S-1
S2
S-1
4 '-0 "
8'-0"
49'-10"
16'-3"33'-7"
8'-10"7'-5"8'-10"24'-9"
5 2 '-0 "
2 '-0 "
2 1 '-4 "
1 2 '-4 "
3 '-6 "
1 2 '-1 0 "
1 4 '-0 "
5 2 '-0 "
3 0 '-8 "
3 '-0 "
4 '-4 "
11'-11"
49'-11"
8'-0"20'-0"10'-0"
10'-0"10'-0"5'-0"5'-0"
2 0 '-4 "
10'-7"19'-4"
4 '-4 "
29'-6 3/4"
24'-1 1/4"
1 5 '-1 1 /4 "
12'-9"6'-2 1/2"5'-4 1/2"
1 2 '-1 0 "
2 '-6 "
3 '-6 1 /4 "
3 '-8 "
33'-7"16'-3"
6 '-5 3 /4 "
3'-9"5'-10"3'-6"12'-5"
1 5 '-2 1 /4 "
8'-5 1/4"
5'-4"7'-0"
4 '-4 "
9'-3"7'-0"21'-3"
6 '-0 "
2 '-6 "
7 '-0 "
2 1 '-2 "
7 '-4 "
8'-8"29'-4"
2 2 '-4 "
1 5 '-5 3 /4 "
28'-8" X 22'-4"
5'-6" X 10'-8"
15'-7" X 12'-2"
18'-4" X 11'-10"5'-5" X 11'-
10"
32'-11" X 14'-6"
GARAGE
UTILITY
FUTURE
BEDROOM
#4
FUTURE
BATH
STORAGE
FUTURE FAMILY ROOM
DROPPED BEAM
Note:
2x4 Bearing wall Studs at 16" OC
Treated Bottom Plate / Block Midpoint
Anchor 6' OC
NOTE:
FOUNDATION IS UNDERSIZED TO ACCOMMODATE 2 3/8" INSULATION
(HANG PLATES OVER 1/2" + 1/2" SHEATHING MAKES 1" OH)
NOTE:
WINDOW RO'S ARE GIVEN IN FEET, INCHES (WIDTH X HEIGHT)
LOAD BEARING FTGS 16"X8"
8"X16" BEAM POCKET
GARAGE STRAP
(2)800 LBS
INSET 1" TO
ACCOMMODATE FOAM
4640RS 4640RS 4640RS
60682668
NOTE:
UNFINISHED BASEMENTS USE AFL FLOOR SYSTEMS
TO ACCOMMODATE R302.13 FIRE PROTECTION OF
FLOOR SYSTEMS. FINISHED BASEMENTS USE I-JOIST
FLOOR SYSTEMS.
Basement Slab
4" Concrete 2500 PSI
Over 6 Mil Vapor Barrier
Gravel base 2500 PSI
SUMP
A/C
FD
S2
S-1
S2
S-1
1 5 '-1 1 /4 "
1 1 '-9 "
33'-7"16'-3"
8'-10"7'-5"8'-10"19'-7"5'-2"
16'-3"33'-7"
49'-10"
FUTURE
BEDROOM
#4
FUTURE FAMILY ROOM
DROPPED BEAM
Note:
2x4 Bearing wall Studs at 16" OC
Treated Bottom Plate / Block Midpoint
Anchor 6' OC
NOTE:
FOUNDATION IS UNDERSIZED TO ACCOMMODATE 2 3/8" INSULATION
(HANG PLATES OVER 1/2" + 1/2" SHEATHING MAKES 1" OH)
NOTE:
WINDOW RO'S ARE GIVEN IN FEET, INCHES (WIDTH X HEIGHT)
LOAD BEARING FTGS 16"X8"
6068 4640RS 4640RS
NOTE:
UNFINISHED BASEMENTS USE AFL FLOOR SYSTEMS
Basement Slab
4" Concrete 2500 PSI
Over 6 Mil Vapor Barrier
Gravel base 2500 PSI
SUMP
A/C
FD
S2
S-1
S2
S-1
1 5 '-1 1 /4 "1 1 '-9 "
33'-7"16'-3"
8'-10"7'-5"8'-10"19'-7"5'-2"
16'-3"33'-7"
49'-10"
FUTURE
BEDROOM
#4
FUTURE FAMILY ROOM
DROPPED BEAM
Note:
2x4 Bearing wall Studs at 16" OC
Treated Bottom Plate / Block Midpoint
Anchor 6' OC
LOAD BEARING FTGS 16"X8"
T h e s e p l a n s a r e p r o p e r t y o f
L o o m i s H o m e s L L C a n d m a y
n o t b e r e p r o d u c e d o r u s e d
w i t h o u t w r i t t e n c o n s e n t .
FOUNDATION PLAN
FOUNDATION LOOKOUT OPTION
SHEET:
1/4"=1'-0"
FOUNDATION WALKOUT OPTION
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.
1 8 9 2 5 I d e n W a y
L a k e v i l l e , M N
L o t 7 B l o c k 7 C h o k e C h e r r y H i l l s 2 n d
FULL BASEMENT
3/7/2019
(2) 2x6 (2) 2x8
2 TRIMMERS
EACH SIDE
(3) 2x10
2 TRIMMERS
EACH SIDE
(2) 11 7/8" LVL
(2) 2x6 (2) 2x6
4" Min. Bearing
4.5" Min. Bearing
Smoke
SINGLE LSL UNDER TRIMMERS ABOVE
4 4 4
TRUSS 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 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.
DN
DW
B 3 6
SB36 LCB36L
B 2 4 R
B 1 2 L
S B 6 0 2 1
SB6021
B 1 5 D R
B 3 6
SB36 LCB36L
B 2 4 R
B 1 2 L
S B 6 0 2 1
SB6021
B 1 5 D R
U182484L
R
E
F
.
W A S H E R
D R Y E R
6 0 " X 3 0 "
T U B -S H O W E R
U 1 8 2 1 8 4 R
W 1 5 3 0 R
W 3 9 1 2
W2430R
W 3 0 1 2
DCW2430LW1230R
W 1 2 3 0 R
W 1 2 3 0 R
6068 2630SH 5040RS 5040RS
6 0 4 0 R S
2868
8070
16070
3068
4246FX
2468
2 6 6 8
2 4 6 84-0
2668 2668
4 -0
4 -0
2 6 6 8
2468
42" Half Wall
Wood Cap
34X48 FBGLS
SHOWER
@ 2 4 " O .C .
R O O F T R U S S E S
22x30
Attic
Access
S1
S-1
S1
S-1
S1
S-1
S1
S-1
S2
S-1
S2
S-1
S2
S-1
S2
S-1
2'-4"
6'-0"
5 '-0 "
4 '-0 "
24"
1 1 '-9 3 /4 "
1 8 '-8 1 /2 "
1 1 '-1 1 1 /2 "
50'-0"
6'-0"11'-4"2'-6"10'-8"19'-6"
5'-4"5'-4"4'-8"9'-7"5'-3"
5'-6"5'-10"
5 2 '-0 "
6 '-6 "
9 '-6 1 /2 "
1 8 '-0 "
5 2 '-0 "
3 0 '-8 "
3 '-4 "
12'-0"8'-0"
50'-0"
20'-0"10'-0"
10'-0"10'-0"5'-0"5'-0"
2 '-0 "
2 1 '-0 "
1 6 '-0 1 /2 "
1 2 '-1 1 1 /2 "
6 '-6 "
9 '-6 1 /2 "
13'-7 1/2"10'-10 1/2"9'-7 1/2"15'-10 1/2"
6 '-1 1 "
6 '-9 "
3 '-6 1 /4 "
5 '-0 "13'-7 1/2"16'-0 1/2"
2 '-1 1 1 /4 "
1 1 '-2 1 /2 "
2'-0"7'-6"2'-6"
6 "
3'-6"
15'-2" X 19'-0"
7'-6" X 11'-4"
29'-0" X 22'-6"
12'-11" X 15'-11"
5'-4" X 12'-3"
7'-11" X 3'-0"
11'-0" X 11'-1"10'-4" X 11'-1"
2
'
-
2
"
X
5
'
-
7
"
4'-11" X 7'-7"
9'-6" X 11'-2"
9'-4" X 11'-2"
19'-0" X 3'-2"
2 '-2 " X 5 '-2 "
GARAGE
VINYL
GREAT RM
ENTRY
BATH
BEDROOM #3BEDROOM #2
C
L
O
S
E
T
VINYL
KITCHEN
DINING
1/2" TYPE X GYPBD. @ HOUSE /GARAGE
COMMON WALLS (TYP)
@ 24" O.C.
GARAGE SLAB
4" CONCRETE SLAB
3500 PSI BASE
ROOF TRUSSES
CARPET
VINYL
VINYL VINYL
CARPET
CARPETCARPET
3 4 1 /2 " H a l f w a l l
1 0 " C o u n t e r t o p
O v e r h a n g
F r a m e w a l l a t 5 '2 "
OPTIONAL VAULTED CEILING LINE
MASTER BDRM
HALL
NOTE:
FOUNDATION IS UNDERSIZED TO ACCOMMODATE 2 3/8" INSULATION
(HANG PLATES OVER 1/2" + 1/2" SHEATHING MAKES 1" OH)
NOTE:
WINDOW RO'S ARE GIVEN IN FEET, INCHES (WIDTH X HEIGHT)
@ 2 4 " O .C .
R O O F T R U S S E S
CARPET
2 2 x 3 0
A t t i c
A c c e s s
WIC
C L O S E T
CONCRETE
PORCH
T h e s e p l a n s a r e p r o p e r t y o f
L o o m i s H o m e s L L C a n d m a y
n o t b e r e p r o d u c e d o r u s e d
w i t h o u t w r i t t e n c o n s e n t .
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:
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:
ATTIC VENTILATION: AREA 1217 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:
DATE:
A-3
1/4"=1'
1ST Floor
1 8 9 2 5 I d e n W a y
L a k e v i l l e , M N
L o t 7 B l o c k 7 C h o k e C h e r r y H i l l s 2 n d
3/7/2019
VAULTED
(2) 11 7/8" LSL
(2) 2x12
(2) 2x8
(3) 2x8
(2) 2x6
(3) 2x8
(2
)
2
x
6
(3) 2x8
(2) 2x6
(2) 2x10 (2) 2x10
Smoke
SmokeSmoke
60"
CS-WSP
78"
CS-WSP
60"
CS-WSP
84"
CS-WSP
78"
CS-WSP
72"
CS-WSP
PFH PFH
1'-0"3'-8"
VAULTED CEILING OPTION
4 MIL POLY VAPOR BARRIER
APPLIED ON WARM IN WINTER SIDE
OF THERMAL INSULATION AT ABOVE GRADE
FRAMED WALLS FLOORS AND CEILINGS.
9 1/2" AFLS 16" OC.
SEAL BEHIND POLY
1/2" GYPSUM SAG RESISTANT
W/ VAPOR BARRIER
1/2" SHEATHING
1/2" GYPSUM
2x6 STUDS AT 16" OC
#15 TAR PAPER
ASPHALT SHINGLES
SOFFIT
FASCIA
INSULATION CHUTE
FINISH SIDING
15/32" SHEATHING
R21 INSULATION
MANUFACTURED TRUSSES 24" OC.
INSTALLED PER MFG SPEC'S
R49 INSULATION
VENT 1/300TH OF ROOF AREA 50% TO 80%
NEAR RIDGE REMAINDER IN SOFFIT PER IRC R806
POLYSTYRENE VENTILATION CHUTES
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)
RIGID WINDWASH BARRIER MUST BE INSTALLED
EXTENDING TO WITHIN 1" FROM BOTTOM OF
ROOF SHEATHING BETWEEN ALL TRUSS SPACES
MIN 6" ENERGY HEEL ROOF ASSEMBLY MAY REQUIRE
RAFTER/TRUSS TIE DOWNS
ICE AND WATER REQ.
FROM THE EAVES TO A LINE 24"
INSIDE THE EXTERIOR WALL LINE
INTERIOR INSULATION UNLESS
BLOWER DOOR TEST @ 2.6 AIR CHANGES
P A S S I V E R A D O N V E N T
WATCH DOG H3 WATER PROOF
3/4" SUBFLOOR
3" MIN POLYURETHANE
FOAM AT RIM JOIST
2 3/8" ENERGY BOARD
3 1/2" CONC.
SEAL ALL JOINTS
@ SUMP AND OPENINGS
6 MIL POLY VAPOR BARRIER
LAPPED SEAMS 12" BETWEEN
4" CLEAN AGGREGATE
CAST-IN-PLACE ANCHOR BOLT
8" POURED CONC.WALL
20 X 8 CONCRETE FOOTING
5,000 PSI
CONTINUOUS
DRAIN TILE INTO
SUMP PUMP.
TREATED SILL PLATE
W/ SILL SEAL
SEAL BEHIND POLY
10' SECTION OF
PERFORATED PIPE
CONNECTED TO EACH
SIDE OF A "T" FITTING
IN AGGREGATE
P A S S I V E R A D O N V E N T
PASSIVE SUB-SLAB
DEPRESSURIZATION SYSTEM
REQUIRED PER MINNESOTA
RESIDENTIAL ENERGY CODE
1322.2100 TERMINATE 12"
ABOVE ROOF
PASSIVE RADON VENT
LABEL ON EACH FLR
"RADON REDUCTION SYSTEM"
ABOVE GRADE PROTECTION
OF ENERGY BOARD
EXTENDING 6" BELOW GRADE
SEAL JOINT BETWEEN FOUNDATION
WALL AND SLAB WITH APPROVED SEALANT
4 MIL POLY VAPOR BARRIER
APPLIED ON WARM IN WINTER SIDE
OF THERMAL INSULATION AT ABOVE GRADE
FRAMED WALLS FLOORS AND CEILINGS.
ROOF
TRUSS
CANT.
ENTRYKITCHEN
9 1 /2 "
GREAT ROOM
15 RISERS @ 7 1/8"
9 1/2" AFLS 16" OC.
RAILINGS 36" MIN HGT.
BAL. MAX 4" BTWN.
MIN. 6'-8" HEADROOM
AUNDRY
DN
6 : 1 2
8 : 12
6 : 1 2
8 : 12
8 : 12
8 : 12
6 : 1 2
6 : 1 2
8 : 1 2
5 1/2 : 12
T h e s e p l a n s a r e p r o p e r t y o f
L o o m i s H o m e s L L C a n d m a y
n o t b e r e p r o d u c e d o r u s e d
w i t h o u t w r i t t e n c o n s e n t .
SHEET:
ROOF PLAN
3/8"=1'-0"
3/8"=1'-0"
DATE:
S2
S-1
S1
1/4"=1'-0"
1 8 9 2 5 I d e n W a y
L a k e v i l l e , M N
L o t 7 B l o c k 7 C h o k e C h e r r y H i l l s 2 n d
3/7/2019
R-4 on pipe in attic
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.
DN
DW
R
E
F
.
34X48 FBGLS
SHOWER
3
DC
3
R
CO/SD
CO/SD
CO/SD
CO/SD
RR
R R
RR
R R
GFCI
3
GFCI
3
3
3
16"
1'-9"
GARAGE
GREAT RM
ENTRY
BATH
BEDROOM #3BEDROOM #2
C
L
O
S
E
T
KITCHEN
DINING
MASTER BDRM
HALL
WIC
C L O S E T
CONCRETE
PORCH
S S
SS
W
H
UP
SUMP
CO/SD
CO/SD
GARAGE
UTILITY
FUTURE
BEDROOM
#4
FUTURE
BATH
STORAGE
FUTURE FAMILY ROOM
T h e s e p l a n s a r e p r o p e r t y o f
L o o m i s H o m e s L L C a n d m a y
n o t b e r e p r o d u c e d o r u s e d
w i t h o u t w r i t t e n c o n s e n t .
SHEET:
DATE:
1ST Floor ElectricalLower Level Electrical
1 8 9 2 5 I d e n W a y
L a k e v i l l e , M N
L o t 7 B l o c k 7 C h o k e C h e r r y H i l l s 2 n d
3/7/2019
6 33$4233 44<
$42$6 6 33$42332. $332 4 2 $#
$422 .
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LP LSL
Label Qty Description Length
BLK 1-3/4x9-1/2 LP-LSL 1.55E 8’-0"
J1 3 1-3/4x9-1/2 LP-LSL 1.55E 34’-0"
J2 8 1-3/4x9-1/2 LP-LSL 1.55E 32’-0"
J3 15 1-3/4x9-1/2 LP-LSL 1.55E 30’-0"
J4 8 1-3/4x9-1/2 LP-LSL 1.55E 16’-0"
J5 3 1-3/4x9-1/2 LP-LSL 1.55E 12’-0"
J6 3 1-3/4x9-1/2 LP-LSL 1.55E 8’-0"
MF1 1 1-3/4x9-1/2 LP-LSL 1.55E 8’-0"
LP LVL
Label Qty Description Length
MD1 2 1-3/4x11-7/8 LP-LVL 2900Fb-2.0E 14’-0"
LP OSB Rim
Label Qty Description Length
RB 17 1-1/8x9-1/2 LP-OSB Rim 12’-0"
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1. FLOOR JOISTS TO BE 9-1/2" LP-1.55E LSL @
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
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QUESTIONS? 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
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Sawn Lumber
Label Qty Description Length
MD2 3 2x10 SPF_No.2 6’-0"
MD3 2 2x8 SPF_No.2 6’-0"
MD4 2 2x6 SPF_No.2 5’-0"
MD5 4 2x6 SPF_No.2 4’-0"
MF2 3 2x8 SPF_No.2 7’-0"
MF3 4 2x8 SPF_No.2 6’-0"
MF4 6 2x10 SPF_No.2 6’-0"
MF5 2 2x6 SPF_No.2 5’-0"
Use two 8d nails or two 10d box nails
(one on each side)
B4 JOIST NAILING AT INTERIOR SUPPORTA7SOLID 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
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 flangeC1
APA-rated 23/32" OSB
(or equal) closure, or as
required by code
AsDesi
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CANTILEVER REINFORCEMENT
No reinforcement required
LPI
Blocking*
* LPI SolidStart Rim Board, LVL or LSL
may be substituted for the LP Blocking
LOOKOUT OPTION
WALKOUT OPTION
2 Trimmers 2 Trimmers
A1
2 Trimmers
A1
2 Trimmers
J4
B4
J2
A1
A1
B4
A7
A7
A1
B4
2 Trimmers
SINGLE LSL UNDER TRIMMERS ABOVE
2 Trimmers
2 Trimmers 2 Trimmers
2 Trimmers
2 Trimmers2 Trimmers
2 Trimmers
B4
B4
J4
Start Framing Here
19.2" O.C.
4.5" Min Bearing
1’-2 7/16"
1’-0 3/16"
4" Min Bearing
11 13/16"
A7
B4
J1
J2 J2 J2 J2 J2 J2 J2
J1 J1
J4
J5
J4
J5
J4
J5
J4
J6
J4
J6
J4
J6
J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3 J3
RB7
RB12 RB11
3 PLY
3 PLY
3 PLY
3 PLY
2 PLY 2 PLY
2 PLY
2 PLY
2 PLY
2 PLY 2 PLY
RB8
RB5
RB5
RB1
RB3
RB6
RB10
RB9
RB4
RB2
B6 B4B2 B1 B1 B3
B5 B4
MD2MD3
(2)MD1
MD5MD5
MD4
MF3 MF4
MF3 MF4
MF5
MF1
MF2
C1
***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 11’-0"
MF3 2 2x6 SPF_No.2 9’-0"
MF4 3 2x8 SPF_No.2 7’-0"
MF5 2 2x6 SPF_No.2 7’-0"
MF6 4 2x10 SPF_No.2 6’-0"
MF7 6 2x8 SPF_No.2 5’-0"
MF8 4 2x8 SPF_No.2 4’-0"
MF9 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"
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1. FLOOR JOISTS TO BE 11-7/8" LPI20 PLUS @
16" O.C. TYP. UNLESS OTHERWISE NOTED.
2. ALL BLOCKING PER STRUCTURAL PLAN
3. LOADING TO BE 40 PSF LL - 15 PSF DL
UNLESS OTHERWISE NOTED.
Justin Spreitzer
2631 Territorial Road
St. Paul, MN, 55114
612-282-0976
Re
v
i
s
e
d
Dr
a
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n
B
y
:
Pr
o
j
e
c
t
#
Da
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e
QUESTIONS? 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
3 PLY
2 PLY 2 PLY 2 PLY
2 PLY
2 PLY
2 PLY
2 PLY
2 PLY
MF7
MF9
MF8
MF8
MF7
MF6MF6
MF5
MF4
MF3
MF2
(2)MF1
***NOTE***
All Headers Up to 4'-11"=1 Trimmer
All Headers Over 5'-0"=2 Trimmers
Unless Noted Otherwise.
6'6"
6'6"
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #1 S-P-F #2 2.000" X 8.000" 3-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: Yes
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 958 1972 0 0
2 0 958 1972 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 4227 ft-lb 3'3"4562 ft-lb 0.927 (93%)D+S L
4227 ft-lb 3'3"4562 ft-lb 0.927 (93%)D+S L
Shear 2216 lb 5'8 1/2"3377 lb 0.656 (66%)D+S L
LL Defl inch 0.096 (L/765)3'3"0.306 (L/240)0.310 (31%)S L
TL Defl inch 0.143 (L/515)3'3"0.408 (L/180)0.350 (35%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"51%958 / 1972 2929 L D+S
2 -SPF
End
Grain
3.000"51%958 / 1972 2929 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 17-4-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 1 of 34
1
1
/
2
"
6'6"
6'6"
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #1 S-P-F #2 2.000" X 8.000" 3-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed
6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 2 of 34
2'9"
2'9"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #2 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 432 890 0 0
2 0 432 890 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 829 ft-lb 1'4 1/2"1649 ft-lb 0.503 (50%)D+S L
829 ft-lb 1'4 1/2"1649 ft-lb 0.503 (50%)D+S L
Shear 822 lb 6 1/4"1708 lb 0.481 (48%)D+S L
LL Defl inch 0.012 (L/2652)1'4 1/2"0.131 (L/240)0.090 (9%)S L
TL Defl inch 0.018 (L/1785)1'4 1/2"0.175 (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"69%432 / 890 1323 L D+S
2 -SPF
End
Grain
1.500"69%432 / 890 1323 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 18-6-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 3 of 34
1
1
/
2
"
2'9"
2'9"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #2 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 1 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 78.7 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 4 of 34
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #3 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 748 1540 0 0
2 0 748 1540 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2732 ft-lb 2'9"3946 ft-lb 0.692 (69%)D+S L
2732 ft-lb 2'9"3946 ft-lb 0.692 (69%)D+S L
Shear 1491 lb 11 1/2"2872 lb 0.519 (52%)D+S L
LL Defl inch 0.031 (L/1960)2'9"0.256 (L/240)0.120 (12%)S L
TL Defl inch 0.047 (L/1319)2'9"0.342 (L/180)0.140 (14%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"60%748 / 1540 2288 L D+S
2 -SPF
End
Grain
3.000"60%748 / 1540 2288 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 16-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 5 of 34
1
1
/
2
"
5'6"
5'6"
1 SPF End Grain 2 SPF End Grain
3"
9 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #3 S-P-F #2 2.000" X 10.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 6 of 34
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #4 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 458 341 0 0
2 0 458 341 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1154 ft-lb 3'3"1649 ft-lb 0.700 (70%)D+S L
1154 ft-lb 3'3"1649 ft-lb 0.700 (70%)D+S L
Shear 641 lb 7 3/4"1708 lb 0.375 (38%)D+S L
LL Defl inch 0.057 (L/1287)3'3"0.306 (L/240)0.190 (19%)S L
TL Defl inch 0.134 (L/549)3'3"0.408 (L/180)0.330 (33%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"21%458 / 341 800 L D+S
2 -SPF
End
Grain
3.000"21%458 / 341 800 L D+S
Design Notes
1 Fasten all plies using 1 row of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be continuously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 7 of 34
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #4 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 1 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 78.7 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 8 of 34
8'6"
8'6"
1 SPF End Grain 2 SPF End Grain
3"
11 1/4"
1
2
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #5 S-P-F #2 2.000" X 12.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 982 446 0 0
2 0 982 446 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2773 ft-lb 4'3"5306 ft-lb 0.523 (52%)D+S L
2773 ft-lb 4'3"5306 ft-lb 0.523 (52%)D+S L
Shear 1050 lb 1'1 1/2"3493 lb 0.301 (30%)D+S L
LL Defl inch 0.021 (L/4719)4'3 1/16"0.271 (L/360)0.080 (8%)S L
TL Defl inch 0.066 (L/1475)4'3 1/16"0.406 (L/240)0.160 (16%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"37%982 / 446 1428 L D+S
2 -SPF
End
Grain
3.000"37%982 / 446 1428 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 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
2 Uniform Top 180 PLF 0 PLF 0 PLF 0 PLF 0 PLF
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 9 of 34
1
1
/
2
"
8'6"
8'6"
1 SPF End Grain 2 SPF End Grain
3"
11 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #5 S-P-F #2 2.000" X 12.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 10 of 34
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #6 LP-LSL 1.55E 1.750" X 11.875" 2-Ply -PASSED
LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 2015 866 0 0
2 0 2015 866 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 11352 ft-lb 8'3"18628 ft-lb 0.609 (61%)D+S L
Shear 2470 lb 1'2 1/8"13064 lb 0.189 (19%)D+S L
LL Defl inch 0.223 (L/867)8'3 1/16"0.538 (L/360)0.420 (42%)S L
TL Defl inch 0.742 (L/261)8'3 1/16"0.806 (L/240)0.920 (92%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"31%2015 / 866 2882 L D+S
2 -SPF
End
Grain
3.000"31%2015 / 866 2882 L D+S
Design Notes
1 Provide restraint at supports to ensure lateral stability.
2 Dead Load Deflection: Instant = 0.519", Long Term = 0.779"
3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be continuously braced.
8 Bottom braced at bearings.
9 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
2 Uniform Top 180 PLF 0 PLF 0 PLF 0 PLF 0 PLF
Self Weight 13 PLF
This design is valid until10/31/2020
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 11 of 34
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #6 LP-LSL 1.55E 1.750" X 11.875" 2-Ply -PASSED
LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 197.8 PLF
Yield Limit per Fastener 98.9 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until10/31/2020
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 12 of 34
3'3"
3'3"
1 SPF End Grain 2 SPF End Grain
3"
7 1/4"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #7 S-P-F #2 2.000" X 8.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 470 967 0 0
2 0 470 967 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1079 ft-lb 1'7 1/2"2645 ft-lb 0.408 (41%)D+S L
1079 ft-lb 1'7 1/2"2645 ft-lb 0.408 (41%)D+S L
Shear 847 lb 8"2251 lb 0.376 (38%)D+S L
LL Defl inch 0.010 (L/3918)1'7 1/2"0.156 (L/240)0.060 (6%)S L
TL Defl inch 0.014 (L/2637)1'7 1/2"0.208 (L/180)0.070 (7%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"75%470 / 967 1437 L D+S
2 -SPF
End
Grain
1.500"75%470 / 967 1437 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 17-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 13 of 34
1
1
/
2
"
3'3"
3'3"
1 SPF End Grain 2 SPF End Grain
3"
7 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #7 S-P-F #2 2.000" X 8.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 14 of 34
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #7A S-P-F #2 2.000" X 8.000" 3-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: Yes
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 668 1376 0 0
2 0 668 1376 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2046 ft-lb 2'1 1/2"4562 ft-lb 0.449 (45%)D+S L
2046 ft-lb 2'1 1/2"4562 ft-lb 0.449 (45%)D+S L
Shear 1403 lb 8"3377 lb 0.415 (42%)D+S L
LL Defl inch 0.021 (L/2348)2'1 9/16"0.206 (L/240)0.100 (10%)S L
TL Defl inch 0.031 (L/1580)2'1 9/16"0.275 (L/180)0.110 (11%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"71%668 / 1376 2044 L D+S
2 -SPF
End
Grain
1.500"71%668 / 1376 2044 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 18-6-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 15 of 34
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #7A S-P-F #2 2.000" X 8.000" 3-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed
6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 16 of 34
8'3"
8'3"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #8 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 281 578 0 0
2 0 281 578 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1612 ft-lb 4'1 1/2"1649 ft-lb 0.978 (98%)D+S L
1612 ft-lb 4'1 1/2"1631 ft-lb 0.989 (99%)D+S L
Shear 724 lb 7 3/4"1708 lb 0.424 (42%)D+S L
LL Defl inch 0.208 (L/454)4'1 9/16"0.394 (L/240)0.530 (53%)S L
TL Defl inch 0.309 (L/306)4'1 9/16"0.525 (L/180)0.590 (59%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"22%281 / 578 858 L D+S
2 -SPF
End
Grain
3.000"22%281 / 578 858 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 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 4-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 17 of 34
1
1
/
2
"
8'3"
8'3"
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #8 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 1 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 78.7 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 18 of 34
7'6"
7'6"
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #9 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:240
Deflection TL:180
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: Yes
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 1084 2231 0 0
2 0 1084 2231 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 5610 ft-lb 3'9"6807 ft-lb 0.824 (82%)D+S L
5610 ft-lb 3'9"6807 ft-lb 0.824 (82%)D+S L
Shear 2468 lb 11 1/2"4308 lb 0.573 (57%)D+S L
LL Defl inch 0.083 (L/1030)3'9 1/16"0.356 (L/240)0.230 (23%)S L
TL Defl inch 0.123 (L/693)3'9 1/16"0.475 (L/180)0.260 (26%)D+S L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"58%1084 / 2231 3315 L D+S
2 -SPF
End
Grain
3.000"58%1084 / 2231 3315 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 17-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 19 of 34
1
1
/
2
"
7'6"
7'6"
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: Main LevelBeam #9 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed
6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 20 of 34
5'
5'
1 SPF End Grain 2 SPF End Grain
4 1/2"
9 1/4"
1
2
43
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: BasementBeam #10 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: Yes
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1520 944 324 0 0
2 1520 1309 1076 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 4252 ft-lb 2'6"5919 ft-lb 0.718 (72%)D+L L
4252 ft-lb 2'6"5919 ft-lb 0.718 (72%)D+L L
Shear 2123 lb 4' 1/2"3746 lb 0.567 (57%)D+L L
LL Defl inch 0.021 (L/2683)2'6 9/16"0.154 (L/360)0.130 (13%)0.75(L+S)L
TL Defl inch 0.035 (L/1606)2'6 9/16"0.231 (L/240)0.150 (15%)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"43%944 / 1520 2464 L D+L
2 -SPF
End
Grain
3.000"57%1309 / 1947 3256 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 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Point 2-6-0 Top 748 lb 1540 lb 0 lb 0 lb 0 lb
4 Part. Uniform 2-6-0 to 5-0-0 16-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 21 of 34
1
1
/
2
"
5'
5'
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: BasementBeam #10 S-P-F #2 2.000" X 10.000" 3-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed
6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 22 of 34
5'
5'
1 SPF End Grain 2 SPF End Grain
3"
7 1/4"
1
2
3 4
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: BasementBeam #11 S-P-F #2 2.000" X 8.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 2290 1161 0 0 0
2 2290 1161 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1243 ft-lb 2'6"2300 ft-lb 0.541 (54%)D+L L
1243 ft-lb 2'6"2300 ft-lb 0.541 (54%)D+L L
Shear 794 lb 9 1/2"1958 lb 0.406 (41%)D+L L
LL Defl inch 0.023 (L/2397)2'6"0.154 (L/360)0.150 (15%)L L
TL Defl inch 0.036 (L/1546)2'6"0.231 (L/240)0.160 (16%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"90%1161 / 2290 3451 L D+L
2 -SPF
End
Grain
3.000"90%1161 / 2290 3451 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 7-6-0 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 Point 0-0-0 Top 748 lb 1540 lb 0 lb 0 lb 0 lb
4 Point 5-0-0 Top 748 lb 1540 lb 0 lb 0 lb 0 lb
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 23 of 34
1
1
/
2
"
5'
5'
1 SPF End Grain 2 SPF End Grain
3"
7 1/4"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: BasementBeam #11 S-P-F #2 2.000" X 8.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 24 of 34
5'
5'
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: BasementBeam #12 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 100 615 263 0 0
2 100 615 263 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1054 ft-lb 2'6"1649 ft-lb 0.639 (64%)D+0.75(L+S)L
1054 ft-lb 2'6"1649 ft-lb 0.639 (64%)D+0.75(L+S)L
Shear 702 lb 6 1/4"1708 lb 0.411 (41%)D+0.75(L+S)L
LL Defl inch 0.024 (L/2465)2'6"0.162 (L/360)0.150 (15%)0.75(L+S)L
TL Defl inch 0.077 (L/756)2'6"0.244 (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
1.500"46%615 / 272 887 L D+0.75(L+S)
2 -SPF
End
Grain
1.500"46%615 / 272 887 L D+0.75(L+S)
Design Notes
1 Fasten all plies using 1 row of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not to exceed 6".
2 Refer to last page of calculations for fasteners required for specified loads.
3 Girders are designed to be supported on the bottom edge only.
4 Top loads must be supported equally by all plies.
5 Top must be continuously braced.
6 Bottom braced at bearings.
7 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 1-0-0 Top 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 180 PLF 0 PLF 0 PLF 0 PLF 0 PLF
3 Uniform 3-0-0 Top 17 PSF 0 PSF 35 PSF 0 PSF 0 PSF
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 25 of 34
1
1
/
2
"
5'
5'
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: BasementBeam #12 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 1 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 78.7 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 26 of 34
12'5 1/2"
12'5 1/2"
1 SPF End Grain 2 SPF End Grain
3 1/2"
11 7/8"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: BasementBeam #13 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply -PASSED
LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 4395 1173 0 0 0
2 4395 1173 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 16315 ft-lb 6'2 3/4"19902 ft-lb 0.820 (82%)D+L L
Shear 4516 lb 1'2 1/8"7897 lb 0.572 (57%)D+L L
LL Defl inch 0.382 (L/379)6'2 3/4"0.403 (L/360)0.950 (95%)L L
TL Defl inch 0.484 (L/299)6'2 3/4"0.604 (L/240)0.800 (80%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
3.000"71%1173 / 4395 5568 L D+L
2 -SPF
End
Grain
3.000"71%1173 / 4395 5568 L D+L
Design Notes
1 Provide restraint at supports to ensure lateral stability.
2 Dead Load Deflection: Instant = 0.102", Long Term = 0.153"
3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be laterally braced at a maximum of 2' o.c.
8 Bottom braced at bearings.
9 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform 17-7-11 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF
Self Weight 12 PLF
This design is valid until10/31/2020
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 27 of 34
1
1
/
2
"
12'5 1/2"
12'5 1/2"
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: BasementBeam #13 LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply -PASSED
LP SolidStart Design Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 181.1 PLF
Yield Limit per Fastener 90.5 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until10/31/2020
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325www.lpcorp.comAPA: PR-L280, ICC-ES: ESR-2403, LADBS: RR-25783, Florida: FL15228
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Notes
This component analysis is based on the loads, geometry and other conditions as entered by the user
and listed in this report. The user is responsible to ensure the accuracy of the input and the applicability to the actual conditions of the structure for which this component is intended. This analysis is valid only for the product listed.
Copyright 2016 All rights reserved by Louisiana Pacific Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 28 of 34
3'
3'
1 SPF End Grain 2 SPF End Grain
3"
5 1/2"
1
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: BasementBeam #14 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 1058 265 0 0 0
2 1058 265 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 911 ft-lb 1'6"1434 ft-lb 0.636 (64%)D+L L
911 ft-lb 1'6"1434 ft-lb 0.636 (64%)D+L L
Shear 864 lb 2'5 3/4"1485 lb 0.582 (58%)D+L L
LL Defl inch 0.019 (L/1852)1'6"0.096 (L/360)0.190 (19%)L L
TL Defl inch 0.023 (L/1482)1'6"0.144 (L/240)0.160 (16%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"69%265 / 1058 1323 L D+L
2 -SPF
End
Grain
1.500"69%265 / 1058 1323 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 17-7-11 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 29 of 34
1
1
/
2
"
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: BasementBeam #14 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 1 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 78.7 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 30 of 34
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: BasementBeam #15 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:2
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: No
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 713 392 0 0 0
2 713 392 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 1243 ft-lb 2'4 1/2"1434 ft-lb 0.867 (87%)D+L L
1243 ft-lb 2'4 1/2"1434 ft-lb 0.867 (87%)D+L L
Shear 862 lb 4'2 3/4"1485 lb 0.581 (58%)D+L L
LL Defl inch 0.053 (L/1046)2'4 1/2"0.154 (L/360)0.340 (34%)L L
TL Defl inch 0.082 (L/675)2'4 1/2"0.231 (L/240)0.360 (36%)D+L L
Bearings
Bearing Length Cap.React D/L lb Total Ld. Case Ld. Comb.
1 -SPF
End Grain
1.500"58%392 / 713 1104 L D+L
2 -SPF
End
Grain
1.500"58%392 / 713 1104 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 7-6-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF
2 Uniform Top 90 PLF 0 PLF 0 PLF 0 PLF 0 PLF
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 31 of 34
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: BasementBeam #15 S-P-F #2 2.000" X 6.000" 2-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 1 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 78.7 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 32 of 34
6'6"
6'6"
1 SPF End Grain 2 SPF End Grain
4 1/2"
7 1/4
1
2
3 4
Client:Arrow Building Center-Watertown Yard
Project:Loomis Homes
Address:
Date:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: BasementBeam #16 S-P-F #2 2.000" X 8.000" 3-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Member Information
Type:Girder
Plies:3
Moisture Condition:Dry
Deflection LL:360
Deflection TL:240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live:40 PSF
Dead:15 PSF
Snow:17 PSF
Application:Floor
Design Method:ASD
Building Code:IBC 2012
Load Sharing: Yes
Deck:Not Checked
Reactions PATTERNED lb (Uplift)
Brg Live Dead Snow Wind Const
1 2909 1475 0 0 0
2 2909 1475 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb.Case
Moment 2181 ft-lb 3'3"3967 ft-lb 0.550 (55%)D+L L
2181 ft-lb 3'3"3967 ft-lb 0.550 (55%)D+L L
Shear 1143 lb 9 1/2"2936 lb 0.389 (39%)D+L L
LL Defl inch 0.047 (L/1548)3'3"0.204 (L/360)0.230 (23%)L L
TL Defl inch 0.074 (L/999)3'3"0.306 (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"76%1475 / 2909 4384 L D+L
2 -SPF
End
Grain
3.000"76%1475 / 2909 4384 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 7-6-0 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 Point 0-0-0 Top 939 lb 1934 lb 0 lb 0 lb 0 lb
4 Point 6-6-0 Top 939 lb 1934 lb 0 lb 0 lb 0 lb
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 33 of 34
1
1
/
2
"
6'6"
6'6"
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:7/25/2018
Designer:Justin Spreitzer
Job Name:The Poplar II-Elevation A
Project #:Master Beam Pack
Level: BasementBeam #16 S-P-F #2 2.000" X 8.000" 3-Ply -PASSED
Version 3.1.04 (Build 18.11.115) Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed
6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 157.4 PLF
Yield Limit per Fastener 78.7 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until 10/30/2020
Manufacturer Info Amerhart Ltd.2631 Territorial Road, MN55114
800-879-8123
Page 34 of 34
18925 Iden Way
Loomis Homes (952)200-8838
2695
404.25
404.25
72
207
207
(197.25)
=(.02 x 2965) + 60 = 119.30
119.30
59.65
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
18925 Iden Way Lakeville
Name of Residential Contractor MN License Number
Loomis Homes LLC BC653240
THERMAL ENVELOPE RADON CONTROL SYSTEM
Insulation Location
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Active (With fan and monometer or
other system monitoring device)
Location (or future location) of Fan:
Other Please Describe Here
Below Entire Slab
Foundation Wall R10 X 2" Foam Board
Perimeter of Slab on Grade
Rim Joist (1st Floor)
Rim Joist (2nd Floor+)R20 X Spray Urethane
Wall R20 X
Ceiling, flat R49 X
Ceiling, vaulted R49 X X
Bay Windows or cantilevered areas
Floors over unconditioned area
Describe other insulated areas
Building envelope air tightness:Duct system air tightness:
Windows & Doors Heating or Cooling Ducts Outside Conditioned Spaces
Average U-Factor (excludes skylights and one door) U: 0.28 X Not applicable, all ducts located in conditioned space Solar Heat Gain Coefficient (SHGC):0.22 R-value
MECHANICAL SYSTEMS Make-up Air Select a Type
Appliances Heating System Domestic WaterHeater Cooling System X Not required per mech. code
Fuel Type Natural Gas Electric Passive
Manufacturer Payne Bradford Payne Powered
Model PG9MABO06036 RE35056 PA013NRO24 Interlocked with exhaust device.Describe:
Rating or Size
Input in
BTUS:60,000 Capacity inGallons:50 Output
in Tons:2 Other, describe:
Efficiency
AFUE orHSPF%95.5 SEER
/EER 13 Location of duct or system:
Residential Load Calculation Heating Loss Heating Gain Cooling Load
Cfm's
" round duct OR
MECHANICAL VENTILATION SYSTEM " metal duct
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air source heat pump with gas back-up furnace):
Combustion Air Select a TypeXNot required per mech. code
Select Type Passive
Heat Recover Ventilator (HRV) Capacity in cfms:Low: High:Other, describe:
X Energy Recover Ventilator (ERV) Capacity in cfms:Low: 120 High:120 Location of duct or system:
Balanced Ventilation capacity in cfms:
Location of fan(s), describe: Cfm's
Capacity continuous ventilation rate in cfms: " round duct OR
Total ventilation (intermittent + continuous) rate in cfms: " metal duct
03/20/19 X
KP