HomeMy WebLinkAboutLA187446 - 16629 Judicial Rd 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
DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2020.Do not replicate with out permission (952)428-8200. David
Charlez Design retains rights to all plans and detail shown.1/13/2021 5:30:51PM00 Title 1BUR-Combs -CD -Rev 3-LMCCombs ResidenceBurdick Builders, Inc.735 Crystal Lake Road EBurnsville, MN 5530610.6.2020GMSilvarum -Lot 07, Block 0116629 Judicial RdLakeville, MN 55044C O M B S R E S I D E N C E
SILVARUM -LOT 07, BLOCK 01
16629 JUDICIAL RD
LAKEVILLE, MN 55044
Concept Approval ONLYSubject to Field Inspection
Inspector Date
2020
MN Bldg
Code
01/14/2021dmathews
DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2020.Do not replicate with out permission (952)428-8200. David
Charlez Design retains rights to all plans and detail shown.1/13/2021 5:30:53PM01 Title 2BUR-Combs -CD -Rev 3-LMCCombs ResidenceBurdick Builders, Inc.735 Crystal Lake Road EBurnsville, MN 5530610.6.2020GMSilvarum -Lot 07, Block 0116629 Judicial RdLakeville, MN 55044C O M B S R E S I D E N C E
SILVARUM -LOT 07, BLOCK 01
16629 JUDICIAL RD
LAKEVILLE, MN 55044
First Floor
0' -0"
Basement
-10' -4 3/4"
T.O. Footing
-10' -8 1/4"
Top of Foundation
-1' -8 1/4"
Roof Peak
27' -5 1/4"
First Floor Clg
9' -1 1/8"18' - 4 1/8"9' - 1 1/8"1' - 8 1/4"9' - 0"A
C
A A
AA
C
B
B
BB
STANDING SEAM METAL ROOF @
10" / 12" SLOPE w/ 30" OVERHANG
STANDING SEAM METAL ROOF @
10" / 12" SLOPE w/ 30" OVERHANG
5/4" x 8" TRIM BRD.
5/4" x 8" TRIM BRD.5/4" x 10" FRIEZE BOARD5/4" x 10" FRIEZE BOARDBRACKET #1
(SEE 4/02)
BRACKET #1
(SEE 4/02)BRACKET #1(SEE 4/02)BRACKET #1(SEE 4/02)BRACKET #1
(SEE 4/02)
BRACKET #1
(SEE 4/02)
14" SOFFIT w/ COMPOSITE WRAP
1) A21 @ 17'-10"
FROM MAIN LEVEL
1) A21@ 14'-10"
FROM MAIN LEVEL
Lower Level Wdw. Hdr. Hgt.7' - 0"Main Level Wdw. Hdr. Hgt.8' - 0"B B
5/4" x 8" TRIM BRD.
5/4" x 8" TRIM BRD.
12"12"3) AW251 @ 18'-8"
FROM MAIN LEVEL
A B
D
A
A
A A
A
D
B
5/4" x 8" TRIM BRD.5/4" x 10" FRIEZE BOARD5/4" x 10" FRIEZE BOARD5/4" x 10" TRIM BRD.16"48"9-1/4" SOFFIT
BRACKET #1
(SEE 4/02)
BRACKET #1
(SEE 4/02)
1) A21 @ 16'-2"
FROM MAIN LEVEL
26 1/4"NOTE:
PROVIDE 36" HIGH HANDRAILS
SHOULD DISTANCE FROM
DECKING TO GRADE EXCEED
30" (PER CODE)
B B
-EGRESS PIT -5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.5/4" x 6" TRIM BD.
2" x 2" TRIM BD.
2"
CUSTOM BRACKET #1 DETAIL
SIDE VIEW FRONT VIEW
21"42"2 1/2"
1 1/2"
2 1/2"
1"
2 1/2"
4"11"6"5 1/2"3 1/2"
3 1 /2 "4"31"7"3"2 1/2"1 1/2"31"1 1/2"2 1/2"5 1/2"
5 1/2"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2020.Do not replicate with out permission (952)428-8200. David
Charlez Design retains rights to all plans and detail shown.1/13/2021 5:30:56PM02 Front & Rear ElevationsBUR-Combs -CD -Rev 3-LMCCombs ResidenceBurdick Builders, Inc.735 Crystal Lake Road EBurnsville, MN 5530610.6.2020GMSilvarum -Lot 07, Block 0116629 Judicial RdLakeville, MN 55044TYPICAL EXTERIOR
MATERIALS
ASPHALT SHINGLES W/
NATURAL SHADOW
ARCHITECTURAL GRADE
STANDING SEAM METAL
ROOF PER ELEVATION
7" EXPOSURE LP SMART
SHAKE STRAIGHT PER
ELEVATION
LP COMPOSITE PANEL
SMOOTH PER ELEVATION
2" STONE VENEER PER
ELEVATION
INSTALL KICK OUT
FLASHING & TWO
MEMBRANE TAR PAPER
BACKING IN ALL STONE
AREAS
LP PANELS SMOOTH w/ 2"
BATTEN STRIPS PER
ELEVATION
5/4" x 6" & 2" x 2" STOOL &
APRON LP WINDOW &
DOOR WRAPS PER
ELEVATION
1X4 ON 1X10 COMPOSITE
FASCIA PER ELEVATION
ALUMINIUM VENTED
SOFFITS PER ELEVATION
EXTERIOR WINDOW COLOR
TO BE BLACK PER
ELEVATION
HOUSE WRAP AND/OR TAR
PAPER IN PROPER FORM
ON ENTIRE EXTERIOR
B
C
A
STONE
ATTACHMENT
1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER
IS COMPLETE IN ONE WINDOW AREA.
2. WEATHER RESISTIVE BARRIERS:
INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER
RESISITVE BARRIERS OVER WOOD BASED SHEATHING.
15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS
IN PAPER AT LEAST 2 INCHES.
3. EXTERIOR OPENINGS FLASHED:
FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE
ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING
UNLESS THE MANUFACTURERS INSULATION
INSTRUCTIONS ARE PROVIDED ON SITE STATING THE
FLANGE IS ACCEPTABLE AS FLASHING.
4. WINDOW FLANGES:
INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW
BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP
OF WINDOW SHALL GO OVER THE WINDOW FLASHING.
INSTALL A SECOND LAYER OF PAPER OVER SIDE
WINDOW FLANGES.
5. WINDOW OPENINGS:
WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE,
OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE
WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL.
6. PAPER ENTIRE WALL:
BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR
WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER
IN SHINGLE FASHION TO ENSURE PROPER WATER
DRAINIAGE.
7. FLASHING:
AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE
DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS
REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO
ENSURE PROPER WATERPROOFING.
8. WEEP SCREED:
PROVIDE A CORROSION RESISTANT WEEP SCREED WITH
A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT
OR BELOW THE FOUNDATION PLATE. TO ENSURE
TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR,
SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE
AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH
OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST
BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON
FOUNDATION, EXTEND WEEP SCREED ONTO
FOUNDATION. ALL STONE MUST NOT EXTEND BELOW,
BUT MUST COVER, ALL LATH AND PAPER.
DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY
RESPONSIBILITY FOR STONE INSTALLATION OR
WATERPROOFING TECHNIQUES. REFER TO
MANUFACTURER AND INSTALLERS FOR PREFERRED
INSTALLATION METHODS WHICH WILL DIFFER FROM
WHAT IS SHOWN.
1/4" = 1'-0"1 Front Elevation
1/4" = 1'-0"2 Rear Elevation
ELEVATION NOTES:
SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN
SEE PAGE 10 FOR SQUARE FOOTAGE CALCULATIONS
GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS
(VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC.) ARE PLACED IN
OBSCURE LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF
PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME.
METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER
CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL
CONCERNS (BUBBLING, WARPING, ETC.)
D
1" = 1'-0"3 Stool & Apron Trim Detail
1 1/2" = 1'-0"4 Bracket #1 Detail
A
D D
A
A A A
B B
5/4" x 10" TRIM BRD.
5/4" x 8" TRIM BRD.5/4" x 8" TRIM BRD.5/4" x 10" FRIEZE BOARD26 1/4"NOTE:
PROVIDE 36" HIGH HANDRAILS
SHOULD DISTANCE FROM
DECKING TO GRADE EXCEED
30" (PER CODE)
BRACKET #1
(SEE 4/02)
-EGRESS PIT -
5/4" x 8" TRIM BRD.5/4" x 8" TRIM BRD.
AA
A
A
A
A
A
A
A
5/4" x 8" TRIM BRD.5/4" x 8" TRIM BRD.5/4" x 10" FRIEZE BOARD5/4" x 10" FRZ. BRD.5/4" x 10"
FRZ. BRD.
9-1/4" SOFFIT
D5/4" x 8" TRIM
BRACKET #1
(SEE 4/02)
BRACKET #1
(SEE 4/02)
B B
24"18"18"24"
Standing Seam Metal Roof
12' - 0"30"12"
24"18"12"18"24"
30"30"30"24"18"24"
12"24"12"12"24"18"18"24"30"Standing Seam Metal Roof
12' - 0"18"LINE OF PORCH BEAM 24"17' - 6"7' - 6"16" / 12"
16" / 12"12" / 12"12" / 12"12" / 12"12" / 12"10" / 12"10" / 12"
16" / 12"16" / 12"6" / 12"16" / 12"
16" / 12"4" / 12"16" / 12"16" / 12"12" / 12"4" / 12"10" / 12"
16" / 12"16" / 12"10" / 12"10" / 12"
10" / 12"12" / 12"12" / 12"14"14"6" / 12"6" / 12"6" / 12"ENGINEERING ROOF TRUSSES PER MFG. SPEC.
MANUFACTURE WILL PROVIDE ALL ENGINEERING
DRAWING AND SPECIFICS
OVERHANG DIMENSIONS ARE TO FACE OF
FRAMING
ICE AND WATER ALL ADJOINING ROOFS
NOTE:RIDGE VENTRIDGE VENT RIDGE VENT
RIDGE VENTRIDGE VENTOVERHANG FROM
BEAM FACE
14' - 6"6"/12"6"/12"6"/12"RIDGE VENTDRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2020.Do not replicate with out permission (952)428-8200. David
Charlez Design retains rights to all plans and detail shown.1/13/2021 5:30:58PM03 Left & Right ElevationsBUR-Combs -CD -Rev 3-LMCCombs ResidenceBurdick Builders, Inc.735 Crystal Lake Road EBurnsville, MN 5530610.6.2020GMSilvarum -Lot 07, Block 0116629 Judicial RdLakeville, MN 550441/4" = 1'-0"1 Left Elevation
1/4" = 1'-0"2 Right Elevation
1/8" = 1'-0"3 Roof Plan
TYPICAL EXTERIOR
MATERIALS
ASPHALT SHINGLES W/
NATURAL SHADOW
ARCHITECTURAL GRADE
STANDING SEAM METAL
ROOF PER ELEVATION
7" EXPOSURE LP SMART
SHAKE STRAIGHT PER
ELEVATION
LP COMPOSITE PANEL
SMOOTH PER ELEVATION
2" STONE VENEER PER
ELEVATION
INSTALL KICK OUT
FLASHING & TWO
MEMBRANE TAR PAPER
BACKING IN ALL STONE
AREAS
LP PANELS SMOOTH w/ 2"
BATTEN STRIPS PER
ELEVATION
5/4" x 6" & 2" x 2" STOOL &
APRON LP WINDOW &
DOOR WRAPS PER
ELEVATION
1X4 ON 1X10 COMPOSITE
FASCIA PER ELEVATION
ALUMINIUM VENTED
SOFFITS PER ELEVATION
EXTERIOR WINDOW COLOR
TO BE BLACK PER
ELEVATION
HOUSE WRAP AND/OR TAR
PAPER IN PROPER FORM
ON ENTIRE EXTERIOR
B
C
A
STONE
ATTACHMENT
1. VERIFY COMPLIANCE WITH INSPECTOR WHEN PAPER
IS COMPLETE IN ONE WINDOW AREA.
2. WEATHER RESISTIVE BARRIERS:
INCLUDE 2 LAYERS OF GRADE D PAPER WITH WEATHER
RESISITVE BARRIERS OVER WOOD BASED SHEATHING.
15 OR 15# IS NOT GRADE D PAPER. LAP VERTICAL JOINTS
IN PAPER AT LEAST 2 INCHES.
3. EXTERIOR OPENINGS FLASHED:
FLASH ALL EXTERIOR OPENINGS. THE NAILING FLANGE
ON WINDOWS WILL NOT BE ACCEPTED FOR FLASHING
UNLESS THE MANUFACTURERS INSULATION
INSTRUCTIONS ARE PROVIDED ON SITE STATING THE
FLANGE IS ACCEPTABLE AS FLASHING.
4. WINDOW FLANGES:
INSTALL PAPER ON BOTTOM AND SIDES OF WINDOW
BEFORE INSTALLING WINDOW. PAPER LOCATED ON TOP
OF WINDOW SHALL GO OVER THE WINDOW FLASHING.
INSTALL A SECOND LAYER OF PAPER OVER SIDE
WINDOW FLANGES.
5. WINDOW OPENINGS:
WATERPROOF WINDOW OPENINGS WITH CAULK, TAPE,
OR LIKE MATERIAL. ALL OTHER OPENINGS MUST BE
WATERPROOFED WITH CAULK, TAPE, OR LIKE MATERIAL.
6. PAPER ENTIRE WALL:
BUILDING PAPER MUST BE INSTALLED ON ALL EXTERIOR
WALLS INCLUDING WITHIN THE SOFFIT. INSTALL PAPER
IN SHINGLE FASHION TO ENSURE PROPER WATER
DRAINIAGE.
7. FLASHING:
AT ALL WALL/ROOF INTERSECTIONS WHERE ROOF LINE
DOES NOT EXTEND PAST WALL, KICKOUT FLASHING IS
REQUIRED. ALL OTHER OPENINGS MUST BE FLASHED TO
ENSURE PROPER WATERPROOFING.
8. WEEP SCREED:
PROVIDE A CORROSION RESISTANT WEEP SCREED WITH
A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" AT
OR BELOW THE FOUNDATION PLATE. TO ENSURE
TRAPPED WATER HAS PROPER DRAINAGE TO EXTERIOR,
SCREED SHALL BE A TYPE THAT ALLOWS FOR DRAINAGE
AND MUST BE PLACED A MINIMUM OF 4" ABOVE EARTH
OR 2" ABOVE CONCRETE. PLACE WEEP SCREEDS JUST
BELOW PLATE LINE. IF PAPER HAS BEEN INSTALLED ON
FOUNDATION, EXTEND WEEP SCREED ONTO
FOUNDATION. ALL STONE MUST NOT EXTEND BELOW,
BUT MUST COVER, ALL LATH AND PAPER.
DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY
RESPONSIBILITY FOR STONE INSTALLATION OR
WATERPROOFING TECHNIQUES. REFER TO
MANUFACTURER AND INSTALLERS FOR PREFERRED
INSTALLATION METHODS WHICH WILL DIFFER FROM
WHAT IS SHOWN.
ELEVATION NOTES:
SEE "TYPICAL EXTERIOR MATERIALS" FOR ALL CLADDING SHOWN
SEE PAGE 10 FOR SQUARE FOOTAGE CALCULATIONS
GENERAL CONTRACTOR TO ENSURE THAT ALL ROOF PENETRATIONS
(VENT PIPES, EXHAUST FANS, FURNACE/AC PIPES, ETC.) ARE PLACED IN
OBSCURE LOCATIONS ON ROOF TO MINIMIZE THE SIGHT OF
PENETRATIONS FROM MAIN ARCHITECTURAL VIEWS OF HOME.
METAL FASCIAS AND ROOFS HAVE THE TENDENCY TO OIL CAN UNDER
CERTAIN WEATHER CONDITIONS. CONSULT CONTRACTOR FOR METAL
CONCERNS (BUBBLING, WARPING, ETC.)
D
3' - 4"22' - 0"6' - 6"3' - 0"5' - 6"3' - 0"6' - 4"15' - 2"
16' - 0"8' - 2"4' - 4"11' - 0"4' - 0"10"2' - 2"2' - 2"11' - 6"1' - 10 1/2"18' - 3" - MASONRY OPENING3' - 2 1/2"7' - 0"10"23' - 4"24' - 0"3' - 6"8' - 6"3' - 0"23' - 4"4' - 0"7' - 0"3' - 6"3' - 6"16' - 6"16' - 6"3' - 0"8' - 0 1/2"3' - 0"9' - 9 1/2"1' - 4"1' - 8"1' - 6"3' - 4"6' - 4"11' - 2"7' - 0"30' - 0"19' - 0"15' - 0"23' - 4"14' - 7 3/4"6' - 4 1/2"7' - 8 1/4"9' - 3 1/2"4' - 11 1/2"4' - 5 1/2"9' - 7"22' - 5"16' - 6"12' - 2 1/2"4' - 4 1/4"13' - 3 1/4"15' - 0"
17' - 3 3/4"3' - 9"20' - 7 1/4"
16' - 6"12' - 2 1/2"5' - 1 3/4"12' - 5 3/4"
61' - 4"11' - 8"27' - 4"36' - 0"88' - 11 9/16"75' - 1 3/16"48' - 2"64' - 10"
64' - 10"76' - 10"76' - 10"10 1/2"6' - 9" - M.O.10 1/2"11 3/4"11 3/4"6' - 1" - M.O.2"2"
2' - 6 1/2"
MASONRY OPENING
10' - 3"2' - 4 1/2"2' - 2"4' - 10"8"8"8"8"8"
8"8"8"10"10"8"8"8"8"8"8"8"
10"10"8"8"8"8"8"8"10"
8"10"10"10"10"8"8"8"8"
-UNEXCAVATED -
-UNEXCAVATED -
F7
F7
F7
F4
F3
F9
F9
F1
F1
F3
F3
F3
F2
F2
F2
F3
F5
F5
F6
F6
F3
F4
F4
F5
F5
F5
F5
F6 F6 F8
F7
F7
F7
F7
FLOOR
DRAIN
F2F2
F2
F2
SFTG. #1SFTG. #1
SFTG. #1
SFTG. #1SFTG. #1 SFTG. #1SFTG. #1-10' - 4 3/4"
LOWER LEVEL
SLAB ELEVATION
-11' - 10 3/4"
GOLF SIMULATOR
SLAB ELEVATION 11' - 10 3/4"4' - 11 1/4"1 1/4"8' - 2 3/4"8' - 2 3/4"8' - 3 1/2"8' - 3"
PORCH/DECK FOOTINGS:
6X6 TRD. POST
18"-24" CONC. BELL
FOOTING @ 42" BELOW
GRADE4' - 9"6' - 6"4' - 11"2x10 JOISTS
@ 16" O.C.
2x10 JOISTS
@ 16" O.C.2x10 JOISTS@ 16" O.C.PORCH/DECK FOOTINGS:
6X6 TRD. POST
CONCRETE SONO TUBE
FOOTING @ 42" BELOW
GRADE, VERIFY SIZE BY
LOCATION.
2" SLAB LEDGE
2" SLAB LEDGE
2" SLAB LEDGE 2" SLAB LEDGE2" SLAB LEDGE4" SLAB /
INSULATION
LEDGE
2" SLAB LEDGE4" SLAB /
INSULATION
LEDGE
-UNEX -
-UNEXCAVATED -
1
09
2
08
1
07
3
09
2
07
2
09
3
07
1
08
4
08
3
08
2
06
4
09
5
07
P1
INTERIOR BEARING WALLS:
4X6 TREATED WOOD
20"X8" FOOTING (TYPICAL)
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER 2"
RIGID INSULATION OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
12"
F7
FLOOR DRAIN
ABOVE
FLOOR DRAIN
ABOVE
FLOOR DRAIN
ABOVE
36" FTG
30" FTG
30" FTG 16" FTG 30" FTG
36" FTG
16" FTG24" FTG
TR H110 FLUSH
TR H110 FLUSH
TR H210 FLUSH TR H210 FLUSH TR H210 FLUSH TR H210 FLUSH
TR H310 FLUSHTR H310 FLUSHTR H310 FLUSHTR H310 FLUSHTR H310 FLUSHF35
F25
12' - 0"3' - 8"F2F25
16' - 7 1/4"
F25
1' - 11"18' - 2"F25
F25
2" RIGID
INSULATION
LAP SIDING
1/2" SHEATHING
2X8 CANTILEVERED
SILL PLATE
1/2" ANCHOR BOLT
BUILDING PAPER
2"
FOUNDATION WALL PULLED
INTO HOUSE 1-1/2"
2X8 CANTILEVERED SILL PLATE
NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL.
FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL
PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED
CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH
GENERAL CONTRACTOR.
DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL
ENGINEER. SUBJECT TO CHANGE. ALL FOUNDATION WALLS (STRUCTURAL AND
NON-STRUCURAL) MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR
SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER
CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY
RESPONSIBILITY FOR FOUNDATION WALLS NOT PROPERLY ENGINEERED AS
REQUIRED FOR STRUCTURE.
NOTE:
FLOOR TRUSSES PER PLAN
METAL FLASHING
NOTE:
FOUNDATION WALL SIZE
MAY VARY PER PROJECT.
SEE FOUNDATION PLAN 2X6 SOLE PLATE
INSULATION PER CODE
2X6 STUDS @ 16" O.C.
1/2" GYP. BRD.
2X6 SILL PLATE
1/2" ANCHOR BOLT6"2"6"2" RIGID
INSULATION
5/8" TYPE X
GYP. BRD.
FLOOR TRUSSES PER PLAN
2X6 SOLE PLATE
3-1/2" POURED
CONCRETE SLAB
NOTE:
FOUNDATION WALL SIZE
MAY VARY PER PROJECT.
SEE FOUNDATION PLAN
garage common wall
NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL.
FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL
PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED
CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH
GENERAL CONTRACTOR.
DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL
ENGINEER. SUBJECT TO CHANGE. ALL FOUNDATION WALLS (STRUCTURAL AND
NON-STRUCURAL) MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR
SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER
CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY
RESPONSIBILITY FOR FOUNDATION WALLS NOT PROPERLY ENGINEERED AS
REQUIRED FOR STRUCTURE.
NOTE:3 1/2"1/2" GYP. BRD.
2X6 STUDS @ 16" O.C.
INSULATION PER CODE
foundation wall legend:
10’-6”x 10”POURED CONCRETE WALL PULLED
IN 2”(APPLY 2”CERTISTUDS IN AREAS w/
SLOPING GRADE FOR FLUSH SIDING
APPLICATION) ON
20”x 8”POURED CONCRETE FOOTING. REBAR
PER CODE.
-GOLF SIMULATOR WALLS
9’-0”x 8”POURED CONCRETE WALL ON
20”x 8”POURED CONCRETE FOOTING. REBAR
PER CODE.
-EGRESS PIT WALLS
9’-0”x 8”POURED CONCRETE WALL PULLED IN
2”(APPLY 2”CERTISTUDS IN AREAS w/
SLOPING GRADE FOR FLUSH SIDING
APPLICATION) ON
20”x 8”POURED CONCRETE FOOTING. REBAR
PER CODE.
-MAIN FOUNDATION WALL
9’-0”x 8”POURED CONCRETE WALL w/ 2”
INTERIOR LEDGE (2”SLAB) ON
20”x 8”POURED CONCRETE FOOTING. REBAR
PER CODE.
-GARAGE / HOUSE COMMON WALLS
9’-0”x 10”POURED CONCRETE WALL w/ 4”
EXTERIOR LEDGE (2”INSULATION, 2”SLAB) ON
20”x 8”POURED CONCRETE FOOTING. REBAR
PER CODE.
-FRONT PORCH / HOUSE COMMON WALLS
3’-6”x 8”POURED CONCRETE WALL ON
20”x 8”POURED CONCRETE FOOTING. REBAR
PER CODE.
-FRONT PORCH FROST FOOTINGS
3’-6”x 8”POURED CONCRETE WALL w/ 2”
INTERIOR LEDGE (SLAB) ON
20”x 8”POURED CONCRETE FOOTING. REBAR
PER CODE.
-GARAGE FROST FOOTINGS
3’-6”x 10”POURED CONCRETE WALL w/ 2”
EXTERIOR LEDGE (PORCH SLAB) & 2”
INTERIOR LEDGE (GARAGE SLAB) ON
20”x 8”POURED CONCRETE FOOTING. REBAR
PER CODE.
-GARAGE / FRONT PORCH COMMON WALL
1’-6”x 8”POURED CONCRETE WALL ON
20”x 8”POURED CONCRETE FOOTING. REBAR
PER CODE.
-GOLF SIMULATOR WALLS
F1
F2
F3
F4
F5
F6
F7
F8
F9
foundation PIER legend:
42" DEEP POURED CONCRETE PIER PER
DIMENSIONS SHOWN. REBAR PER CODE.P1
foundation PAD legend:
24"x24"x10" POURED CONCRETE PAD
FOOTING. REBAR PER CODE.F2
STRIP FOOTING LEGEND:
20"x8" POURED CONCRETE STRIP FOOTING.
REBAR PER CODE.SFTG. #1
30"x30"x10" POURED CONCRETE PAD
FOOTING. REBAR PER CODE.F25
42"x42"x12" POURED CONCRETE PAD
FOOTING. REBAR PER CODE.F35
DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2020.Do not replicate with out permission (952)428-8200. David
Charlez Design retains rights to all plans and detail shown.1/13/2021 5:30:59PM04 Foundation PlanBUR-Combs -CD -Rev 3-LMCCombs ResidenceBurdick Builders, Inc.735 Crystal Lake Road EBurnsville, MN 5530610.6.2020GMSilvarum -Lot 07, Block 0116629 Judicial RdLakeville, MN 55044FOUNDATION PLAN NOTES:
DIMENSIONS ARE FROM FACE OF CONCRETE TO FACE OF CONCRETE
ALL WALLS SHOWN ARE POURED CONCRETE. ALL WALLS, FOOTINGS, AND
PADS TO HAVE REBAR AS SPECIFIED BY CODE AND A LICENSED
STRUCTURAL ENGINEER.
GRAYED OUT FOUNDATION WALLS ARE PULLED INTO HOUSE 1-1/2" w/ A
CANTILEVERED 2X8 SILL PLATE
WINDOW NOTE:
ANDERSEN WINDOWS (400 SERIES) ARE
CALLED OUT BY WINDOW FRAME SIZE IN
FEET. EXTERIOR WINDOW COLOR TO BE
BLACK PER ELEVATION. WINDOW
MANUFACTURER TO SPECIFY CLOSEST
MATCHING SIZES & VERIFY EGRESS
COMPLIANCE AND PROVIDE WINDOW
SCHEDULE WITH ROUGH OPENINGS.
WINDOW & DOOR HEADERS TO BE 2)2x10
UNLESS NOTED (PER MFG. SPECS.)
STRUCTURAL NOTE:
BEAM SIZES & ALL STRUCTURAL
CONSIDERATIONS SPECIFIED ON THIS SET
OF PLANS MUST BE REVIEWED BY THE
FLOOR SYSTEM DESIGNER OR BY A
STRUCTURAL ENGINEER AND CONFIRMED
TO BE STRUCTURALLY SOUND. BASED ON
THAT REVIEW IF THERE ARE ANY CHANGES
OR ADDED BEAM SIZES, LOCATION , ETC.
THESE CHANGES MUST BE BROUGHT TO
THE GENERAL CONTRACTORS ATTENTION:
1" = 1'-0"2 Floor Detail -2x8 Sill Plate
1" = 1'-0"3 Floor Detail -Garage Comon Wall
Engineering
Engineering
Engineering
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
Make sure pad
footing lines up
with point load.
DN
3' - 4"22' - 0"6' - 6"3' - 0"5' - 6"3' - 0"6' - 4"15' - 2"1' - 10 1/2"MASONRY OPENING18' - 3"3' - 2 1/2"7' - 0"4' - 0"4' - 4"11' - 0"2' - 6 1/2"
MASONRY OPENING
10' - 3"2' - 4 1/2"19' - 0"30' - 0"7' - 0"11' - 2"6' - 4"3' - 4"3' - 6"16' - 6"16' - 6"3' - 0"8' - 0 1/2"3' - 0"9' - 9 1/2"1' - 4"1' - 8"1' - 6"
2"2"64' - 10"
64' - 10"76' - 10"76' - 10"5' - 1 1/4"4' - 3 3/4"4' - 3 1/2"5' - 1 3/4"3' - 11 1/2"2' - 3"5' - 5 1/2"0' - 11"8' - 11 1/2"6' - 8 3/4"2' - 7"9' - 8 1/2"1' - 7 1/4"1' - 7 3/4"4' - 0"4' - 0"1' - 8 3/4"16' - 3 3/4"4' - 8 3/4"6' - 5 1/4"4' - 3 1/4"9' - 7"3' - 5 1/2"12' - 3"5' - 10"6' - 3 1/4"5' - 3 3/4"8' - 4 3/4"3' - 9"3' - 11 1/2"3' - 5 3/4"11' - 6 1/2"2' - 0 1/2"2' - 3"2' - 3"2' - 5 1/2"
15' - 5 3/4"1' - 7"3' - 11 1/2"
8' - 3"9' - 5 1/4"
15' - 5 1/4"1' - 11 1/2"16' - 5"3' - 9"
36"x60" TUB
SHOWER
FIBERGLASS45" VANITY15"LIN.SD/CO
FAN
FAN
SD/CO
SD/CO
SD/CO
30"x80"DOORSHELVING30"x80"
DOOR
2X6 BRG. WALL2) 36"x80"DOORS2X10 BRG. WALL
2X6 BRG. WALL32"x80"DOOR2X6 BRG. WALL2X6 WALL30"x96"C.O.SHELVING
30"x80"
DOOR30"x80"DOOR36"x60" TILE
SHOWER
46" VANITY30"x80"DOORSHELVES SHELVESENTERTAINMENT CENTER
2X6
GOLF BAG / GEAR STORAGE
BDRM #2
CARPET FLOOR
GOLF SIM
TURF FLOOR
FLOOR IS DROPPED 24"
10'-4" CEILING HGT.
GAME AREA
CARPET FLOOR
FAMILY ROOM
CARPET FLOOR
7'-6" WET BAR
EXERCISE RM
RUBBER FLOOR
MECH. ROOM
CONCRETE FLOOR
BDRM #3
CARPET FLOOR
BATH
TILEW.I.C.
CARPET
BATH
TILE FLR
-UNEXCAVATED -
-UNEXCAVATED -
-UNEXCAVATED -
2X6 WALL
SEE FOUNDATION PLAN FOR PORCH/DECK
FOOTING/POST DIMENSIONS
2x10 JOISTS
@ 16" O.C.
2x10 JOISTS
@ 16" O.C.2x10 JOISTS@ 16" O.C.PORCH/DECK FOOTINGS:
6X6 TRD. POST
18"-24" CONC. BELL
FOOTING @ 42" BELOW
GRADE
4' - 10"2' - 2"10"16' - 0"8' - 2"
11' - 6"10"10"2' - 2"2' - 2"3' - 6"7' - 0"4' - 0"23' - 10"2' - 6"8' - 6"3' - 6"24' - 0"3' - 6"
-UNEXCAVATED --EGRESS PIT -4' - 3"4' - 3"-EGRESS PIT -
4' - 0 1/4"4' - 0 1/4"
STAIRS
WOOD TREADS
4' - 2"4' - 0 1/2"4' - 0 1/4"4' - 2"4' - 0 1/4"RAILINGS
1
09
2
08
1
07
3
09
2
07
2
09
3
07
1
08
4
08
3
08
2
06
SUMP w/
SEALED
COVER
5
09
4
09
5
07
48"x80" OP'NG w/
2) 24"x80" GLASS
BARN DOORS
GLASS WALL
LVL 2912-11LVL 21178 FLUSH32"x80" OP'NG
H210-11
FURN.F.D.WATER
HEATERSNACK BARBRG. PT.
ABOVE
TO REST
ON BEAM
INTERIOR THERMAL WALL:
(UNEXPOSED WALLS ONLY)
1" AIRSPACE
2x4 STUDS @ 16" O.C.
2x4 TRD. PLATE
1/2" GYP BD.
NOTE:
SOLID BLOCK ALL
JOIST SPACES
FIRE CAULK ALL
PENETRATIONS IN
SOLID BLOCK
EXTERIOR THERMAL WALL:
2" RIGID INSULATION
SYSTEM (R-10) APPLIED TO
EXTERIOR
PROVIDE FLASHING
18" FLOOR TRUSSES
@ 19.2" O.C.
18" FLOOR TRUSSES
@ 19.2" O.C.
18" FLOOR TRUSSES
@ 19.2" O.C.
18" FLOOR TRUSSES
@ 19.2" O.C.LVL 3912 FLUSHLVL2912 FLUSH1) CXW24LVL2912-211) CX24
H210-11
2X6 WALL
18" SINK
UPPER CABINETS
BEV. REF.21' - 8"13' - 6"
12"FIREPLACECANTILEVERFLOOR DRAIN
ABOVE
FLOOR DRAIN
ABOVE
FLOOR DRAIN
ABOVELVL 3912 FLUSHLVL 3912 FLUSH3)2x6
4)2x6
4)2x6
4) LSL
5-1/2"
4)2x6
3 1/2"LAP SIDING
PER PLAN
BUILDING PAPER
1/2" PLYWOOD
2X6 STUDS @ 16" O.C.
INSULATION PER CODE
(IF APPLICABLE)
METAL FLASHING
5/8" TYPE X.
GYP. BRD.
1/2" ANCHOR BOLT
4" SAND BED
GARAGE SLAB CONSTRUCTION
NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL.
FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL
PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED
CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH
GENERAL CONTRACTOR.
DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL
ENGINEER. SUBJECT TO CHANGE. ALL FOUNDATION WALLS (STRUCTURAL AND
NON-STRUCURAL) MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR
SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER
CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY
RESPONSIBILITY FOR FOUNDATION WALLS NOT PROPERLY ENGINEERED AS
REQUIRED FOR STRUCTURE.
NOTE:
NOTE:
FOUNDATION WALL SIZE
MAY VARY PER PROJECT.
SEE FOUNDATION PLAN
6"
2"6"2" RIGID
INSULATION
2X8 CANTILEVERED
SILL PLATE
1/2" ANCHOR BOLT
2"
FOUNDATION WALL PULLED
INTO HOUSE 1-1/2"
PORCH / PATIO SLAB
NOTE:ALL APPLICABLE AREAS ON THIS PLAN TO BE BUILT ACCORDING TO THIS DETAIL.
FOR AREAS THAT DO NOT APPLY TO THIS DETAIL, REFERENCE ANOTHER DETAIL
PROVIDED ON PLANS OR CONSULT WITH GENERAL CONTRACTOR FOR PERFERRED
CONSTRUCTION METHODS. ALL DETAILS TO BE VERIFED AND CONFIRMED WITH
GENERAL CONTRACTOR.
DRAWINGS HAVE NOT BEEN DRAWN OR APPROVED BY A STRUCURAL
ENGINEER. SUBJECT TO CHANGE. ALL FOUNDATION WALLS (STRUCTURAL AND
NON-STRUCURAL) MUST BE VERIFIED WITH STRUCTURAL ENGINEER FOR
SAFETY AND CODE COMPLIANCE BEFORE, DURING, AND AFTER
CONSTRUCTION. DAVID CHARLEZ DESIGNS DOES NOT ACCEPT ANY
RESPONSIBILITY FOR FOUNDATION WALLS NOT PROPERLY ENGINEERED AS
REQUIRED FOR STRUCTURE.
NOTE:
FLOOR TRUSSES PER PLAN
NOTE:
FOUNDATION WALL SIZE
MAY VARY PER PROJECT.
SEE FOUNDATION PLAN
2X6 SOLE PLATE
INSULATION PER CODE
2X6 STUDS @ 16" O.C.
1/2" GYP. BRD.
METAL FLASHING
CLADDING PER PLAN
BUILDING PAPER
1/2" PLYWOOD SHEATHING
WATERPROOFING
AS NEEDED
PORCH /
PATIO SLAB
4"6"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2020.Do not replicate with out permission (952)428-8200. David
Charlez Design retains rights to all plans and detail shown.1/13/2021 5:30:59PM05 Lower LevelBUR-Combs -CD -Rev 3-LMCCombs ResidenceBurdick Builders, Inc.735 Crystal Lake Road EBurnsville, MN 5530610.6.2020GMSilvarum -Lot 07, Block 0116629 Judicial RdLakeville, MN 55044LOWER level NOTES:
DIMENSIONS ARE FROM FACE OF CONCRETE & FACE OF SHEATHING TO
CENTER OF STUD
FLOOR TRUSSES ARE CALLED OUT @ 19.2" O.C.
FLOOR SYSTEM DESIGNER VERIFY SPACING AND ADJUST AS ALLOWED BY
SPANS
CEILING HEIGHT @ 8'-10" UNLESS NOTED
SET WINDOW HDRS @ 7'-0" FROM FLOOR UNLESS NOTED
OPT. WIRSBO HYDRONIC IN-FLOOR HEAT SYSTEM (EXCLUDING MECH.
ROOM) PROVIDE 2-4" RIGID INSULATION UNDER SLAB)
WINDOW NOTE:
ANDERSEN WINDOWS (400 SERIES) ARE
CALLED OUT BY WINDOW FRAME SIZE IN
FEET. EXTERIOR WINDOW COLOR TO BE
BLACK PER ELEVATION. WINDOW
MANUFACTURER TO SPECIFY CLOSEST
MATCHING SIZES & VERIFY EGRESS
COMPLIANCE AND PROVIDE WINDOW
SCHEDULE WITH ROUGH OPENINGS.
WINDOW & DOOR HEADERS TO BE 2)2x10
UNLESS NOTED (PER MFG. SPECS.)
STRUCTURAL NOTE:
BEAM SIZES & ALL STRUCTURAL
CONSIDERATIONS SPECIFIED ON THIS SET
OF PLANS MUST BE REVIEWED BY THE
FLOOR SYSTEM DESIGNER OR BY A
STRUCTURAL ENGINEER AND CONFIRMED
TO BE STRUCTURALLY SOUND. BASED ON
THAT REVIEW IF THERE ARE ANY CHANGES
OR ADDED BEAM SIZES, LOCATION , ETC.
THESE CHANGES MUST BE BROUGHT TO
THE GENERAL CONTRACTORS ATTENTION:
1" = 1'-0"2 Floor Detail -Garage Slab
1" = 1'-0"3 Floor Detail -Porch/Patio Slab
Make sure wall
lines up with
point load above.
Requires #1 Grade lumber for
16" o.c. 2x10 or reduce to 12"
o.c. 2x10 #2 to make 16' span.
DN
22' - 0"16' - 0"8' - 6"15' - 0"
11' - 0"11' - 0"3' - 9"8' - 6"3' - 9"4' - 3"4' - 3"2' - 6"10' - 0"2' - 6"
61' - 6"
17' - 0"16' - 0"13' - 6"10' - 6"1' - 6"1' - 6"1' - 6"
8' - 6 1/4"7' - 11 3/4"
16' - 6"27 1/2"20 1/2"4' - 0"8' - 0 1/4"7' - 11 3/4"7' - 0 1/4"6' - 5 3/4"2' - 5 1/2"8' - 0 1/2"
61' - 6"4' - 0"3' - 0"5' - 0"7' - 0"6' - 6"11' - 0"7' - 0"30' - 0"19' - 0"3' - 6"3' - 0"6' - 7"4' - 5"3' - 6"3' - 6"15' - 0"15' - 0"73' - 6"2' - 0"9' - 0"9' - 0"10' - 6"5' - 0"6' - 0"5' - 0"38' - 6"24' - 0"23' - 6"7' - 0"4' - 0"4' - 0"4' - 6"11' - 0"15' - 6"7' - 4 1/4"31' - 1 3/4"78' - 6"12' - 0"6"14' - 5 1/4"5' - 10 1/2"3' - 6 1/2"4' - 5 1/2"10' - 2 1/4"7' - 3 1/4"4' - 0 1/2"5' - 5 1/2"2' - 1"
2' - 11"2' - 3 3/4"5' - 6"5' - 6"4' - 8 3/4"9' - 0 1/2"7' - 6 1/4"3' - 8 1/4"4' - 5 1/2"4' - 11 3/4"10"7' - 0"1' - 8 3/4"4' - 6 1/2"1' - 11"4' - 5"2' - 1 1/2"
4' - 2 3/4"2' - 0 1/2"6' - 5"4' - 2"3' - 4"4' - 5"
4' - 2"
8' - 0 1/4"3' - 10"2' - 3 1/4"6' - 0 3/4"4' - 11 1/4"6' - 0"7' - 2 3/4"8' - 1 1/4"6' - 4 1/2"5' - 0"4' - 0"11' - 0"5' - 2"5' - 7 1/4"4' - 7"6"6"3"3"3"3"
3"3"3"3"18'-0" x 8'-0" OVERHEAD DOORWOOD STEPS
36"x96" FIRE DR
20 MIN. RATED
H210-11
BASE CABS.
18"
SINK
UPPER CABINETS
24" DEEP
UPPER CABINETS
30" DEEP COUNTER
WSHR w/
FLOOR
DRAIN
DRYER
36"x96"PKT DR7'-5" BENCH w/ LOCKERS30" DROPZONESHELVING BY OTHERS
30"x96"
PKT DR 2X6 WALL
2X6 WALL2X6 WALL2X6BROOMCLOSET36"x96" C.O.
30"x96"
DOOR
36"x96" C.O.BENCH w/LOCKERSSHELVING BY OTHERS
CUSTOM TILE
SHOWER
21"
LIN.
21"
LIN.9'-8" VANITY24" GLASSDOORLINENHOOKS2X630"x96"PKT DR2X6 WALL30"x96"DOOR2X6 WALL30"x60"ART NICHE2) 24"x96"
DOORS
32"x96" C.O.42" CABS.42" CABS.FAN
FAN
ATTIC
ACCESS
11'-0" x 8'-0" C.O.
AREA
OPEN TO
BELOW
RAILING2X6 WALL2X6 WALL
BEV.REF.UPPERSBASE
CABINETS UPPERS30"MICRO30"x96"
PKT DR
DOUBLE
OVENS 38" FULLHGT. CAB.48" REF/FRZ60" RANGE HOOD48" THERMADOR COOKTOP2-BINTRASH24"D.W.33" SINK18" OVERHANG11'x5' ISLAND
GAS FIREPLACEPER MFG. SPEC.36"x96"C.O.27"
D.Z.
30"x96"
PKT DR
32"x96" FIRE DR20 MIN. RATEDH210-11WOOD STEPS2X6 30"x96"
DOOR
36"x54" TILE
SHOWER
FAN36" VANITY19"LIN.CAR LIFT
MAIN GARAGE
CONCRETE FLOOR
(OPT. EPOXY)
11'-1 1/8" CLG.
SECONDARY
GARAGE
CONCRETE FLOOR
(OPT. EPOXY)
12'-6" CLG.
10'-0" x 10'-0" OVERHEAD DOOR OPT. STORAGE BENCHGARAGE WALLS & CEILING:
INSULATE WALLS &
CEILINGS w/ 5/8" TYPE-X
GYP. BRD. & FINISH TAPE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR
SAND BED GRANULAR FILL
LAUNDRY
TILE FLOOR
W.I.C.
CARPET
FLOOR
MUD
ROOM
TILE FLR
OWNER'S
BATH
TILE FLR
ALL TILE
WALLS,
EXCEPT
DOOR
WALL
OWNER'S SUITE
CARPET FLOOR
14" BOX VAULT CLG.
W.I.C.
W'D FLR
WOOD
FLOOR
FOYER
WOOD FLOOR
12'-6" CLG.
GREAT ROOM
WOOD FLOOR
VAULTED CLG. w/
WOOD BEAMS
DINING
WOOD FLOOR
8" BOX UP CLG.
(SEE SECTIONS
FOR DIMENSIONS)
KITCHEN
WOOD FLOOR
8" BOX UP CLG.
STOOP
CONCRETE
BATH
TILE FLR
DECK
COMPOSITE
DECKING
SCREEN PORCH
COMPOSITE DECKING
VAULTED CLG.
PINE T&G CLG.GAS FIREPLACEPER MFG. SPEC.12"15"
36"x96"
SCREEN
DOOR
LVL2912
FRONT PORCH
CONCRETE
PINE T&G CLG.
REAR ENTRY
WOOD FLOOR
GARAGE WALLS & CEILING:
INSULATE WALLS &
CEILINGS w/ 5/8" TYPE-X
GYP. BRD. & FINISH TAPE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR
SAND BED GRANULAR FILL
3"3"
SD/CO
SD/CO
8' - 6"7' - 6"8' - 6"
1
09
2
08
1
07
3
09
2
07
2
09
3
07
1
08
4
08
P'TRY
WOOD
3
08
24"x18"
PASS
THRU
2
06
4
09
5
07
2X6 WALLSEE SECTIONS FOR BOX
UP CLG. DIMENSIONS
STAIRS
WOOD
TREADS
H212-11 EXTENDED HEADER
LVL314-21 HEADERTWO - 220V
OUTLETS FOR
ELECTRIC CARS
LVL2912 DROPPED
LVL314 DROPPED GIRDER TRUSS PER MFG. SPEC.10"10"10"10"10"10"10"
10"
GIRDER TRUSSES
PER MFG. SPEC.
LINE OF VAULT
LVL2912
DROPPED
RETRACTABLE PHANTOM SCREENS
07
4
30"30"1) CXW16 1) CXW16
1) FWG6080L
H212-21 1) FWG5080RH210-11.1) FWH2980AL
H210-11
1) FWH3180ARH210-112) P3560 @ 16'-3"
HDR HGT.
2) P3560-2) AR351
@ 8'-0" HDR. HGT.
1) P4060 @ 16'-3"
HDR. HGT.
1) P4060-1) AR41
@ 8'-0" HDR. HGT.
2) P3560
2) AR351
1) P4060
1) AR41
1) P40601) AR41H212-11A21H210-11H212-11
EXTENDED
H210-11
1) A2281 @ 9'-6" FROM T.O.F.H210-113) A31 @ 9'-6" FROM T.O.F.LVL2912-11P3030-2 @
8'-0" HDR
HGT.
LVL2912-11
3) P3030 @ 12'-6"
HDR. HGT.
3) P3060 @ 8'-0"
HDR. HGT.
2) 36"x96" GLASS
ENTRY DOORS w/
2) 36"x36" TRANSOMS
@ 12'-6" HDR. HGT.
LVL2912-21
LVL2912-21
3) P3060 @ 9'-6" FROM T.O.F.
H210-113) A31H210-1112" FIREPLACECANTIELEVERGLS. WALL10"FLOOR
DRAIN
FLOOR
DRAIN
FLOOR
DRAIN
GAS
GRG HTR
PROVIDE
GAS LINES
GAS
GRG HTR
PROVIDE
GAS LINES
H210-11H210-11LVL2912LVL2912LVL2912 LVL2912
LVL2912TRD. 6x6
CEDAR
POSTS
GIRDER TRUSS
PER MFG. SPEC.
GIRDER TRUSS PER MFG. SPEC.LVL2912 DROPPEDGIRDER TRUSS PER
MFG. SPEC.
LVL2912
DROPPED
LVL2912
DROPPEDGIRDER TRUSS PER MFG. SPEC.TRD. 6x6
CEDAR
POSTS
TRD. 6x6
CEDAR
POSTS
First Floor
0' -0"
Basement
-10' -4 3/4"
Basement Clg.
-1' -6 3/4"
First Floor Clg
9' -1 1/8"Heel21 5/8"Main Level Ceiling Height9' - 1 1/8"1' - 6 3/4"Lower Level Ceiling Height8' - 10"9' - 0"10"
12"
16"
12"
ROOF, CEILING & EAVE
CONSTRUCTION:
WALL
CONSTRUCTION:
FOUNDATION WALL &
BASEMENT SLAB
CONSTRUCTION:
MAIN LEVEL
CONSTRUCTION:
ARCHITECTURAL GRADE ASPHALT
SHINGLES
#15FELT & ICE & WATER SHIELD (6'-0")
1/2" OSB SHEATHING w/STEEL CLIPS
TRUSSES @ 24" O.C. (PER MFG. SPEC.)
BAFFLES w/1" AIR SPACE
2X4 LOOKOUTS
2X10 SUB FASCIA
1X4 ON 1X10 COMPOSITE FASCIA
ALUMINIUM VENTED SOFFITS
COMPOSITE FRIEZE BOARDS
R-50 BLOWN INSULATION
POLY VAPOR BARRIER
5/8" GYP. BRD. CEILING
SIDING PER ELEVATION
HOUSE WRAP (WRAP
WINDOWS PER MFG. SPEC.)
1/2" OSB SHEATHING
2X6 STUDS @16" O.C.
DBL. TOP PLATE
R-21 WALL INSULATION
4 MIL POLY VAPOR BARRIER
1/2" GYP. BRD.
2X6 SOLE PLATE
ALL DETAILS TO CONFORM W/
ENERGY CODE
3/4" T&G PLYWOOD SUBFLOOR
GLUED & SCREWED
18" FLOOR TRUSSES @ 19.2" O.C.
(FLOOR SYSTEM DESIGNER TO
VERIFY SIZE & SPACING BASED ON
SPANS)
FLASHING UNDER SILLS & STOOPS
TREATED 2X6 SILL PLATE w/
SEALER
1/2" ANCHOR BOLTS @ 6' O.C. & 1'
FROM CORNERS
5/8" GYP. BRD. ON CEILING
SPRAY INSULATE RIMS (R-21)
WATERPROOFING
EXTERIOR THERMAL WALL:
2" RIGID INSULATION (R-10) APPLIED TO
EXTERIOR, PROVIDE FLASHING TO
COVER EXPOSED INSULATION
POURED CONC. WALL PER PLAN
REINFORCE WALLS PER CODE AND
ENGINEER'S SPECIFICATIONS
20" X 8" CONTINUOUS CONC. FOOTING
UNLESS OTHERWISE NOTED
4" CONC. SLAB
VAPOR/MOISTURE BARRIER PER IRC
SECTION 506 EXTENDING UP THE WALL
AND SEALED TO FOUNDATION WALL
4" SAND/AGGREGATE FILL
OPT. IN-FLOOR HEAT PER PLAN
INTERIOR & EXTERIOR 4"
DIA. PERFORATED DRAIN
TILE PIPED TO SUMP
BASKET
INTERIOR THERMAL WALL:
1" RIGID INSULATION (R-5)
2x4 STUDS @ 16" O.C.
2x4 TRD. PLATE
1/2" GYP BD.
F3 Lower Level Window Hdr. Hgt.7' - 0"DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2020.Do not replicate with out permission (952)428-8200. David
Charlez Design retains rights to all plans and detail shown.1/13/2021 5:31:00PM06 Main LevelBUR-Combs -CD -Rev 3-LMCCombs ResidenceBurdick Builders, Inc.735 Crystal Lake Road EBurnsville, MN 5530610.6.2020GMSilvarum -Lot 07, Block 0116629 Judicial RdLakeville, MN 55044WINDOW NOTE:
ANDERSEN WINDOWS (400 SERIES) ARE
CALLED OUT BY WINDOW FRAME SIZE IN
FEET. EXTERIOR WINDOW COLOR TO BE
BLACK PER ELEVATION. WINDOW
MANUFACTURER TO SPECIFY CLOSEST
MATCHING SIZES & VERIFY EGRESS
COMPLIANCE AND PROVIDE WINDOW
SCHEDULE WITH ROUGH OPENINGS.
WINDOW & DOOR HEADERS TO BE 2)2x10
UNLESS NOTED (PER MFG. SPECS.)
STRUCTURAL NOTE:
BEAM SIZES & ALL STRUCTURAL
CONSIDERATIONS SPECIFIED ON THIS SET
OF PLANS MUST BE REVIEWED BY THE
FLOOR SYSTEM DESIGNER OR BY A
STRUCTURAL ENGINEER AND CONFIRMED
TO BE STRUCTURALLY SOUND. BASED ON
THAT REVIEW IF THERE ARE ANY CHANGES
OR ADDED BEAM SIZES, LOCATION , ETC.
THESE CHANGES MUST BE BROUGHT TO
THE GENERAL CONTRACTORS ATTENTION:
MAIN level NOTES:
DIMENSIONS ARE FROM FACE OF SHEATHING TO CENTER OF STUD
ROOF TRUSSES ARE CALLED OUT @ 24" O.C.
ROOF SYSTEM DESIGNER TO VERIFY SPACING AND ADJUST AS ALLOWED
BY SPANS
TRUSS MANUFACTURER TO VERIFY ALL ENERGY HEELS SHOWN TO
ENSURE FINAL EAVE FRAMING DOES NOT CONFLICT WITH FINISHED
EXTERIOR WINDOW TRIM AS SHOWN ON ELEVATIONS
CEILING HEIGHT @ 10'-1 1/8" UNLESS NOTED
SET WINDOW HDRS @ 8'-0" FROM FLOOR UNLESS NOTED
1/2" = 1'-0"2 Detail -Typical Wall Section
2.25
2.5
2.75 2.25
CS-PF PFH
CS-PF
5.3
PFH PFH
2.5
5.3
2
-Min. 15" clearance to any
obstruction from center of
W.C., 24" in front(typ).
Temper if
glass within
60" of floor
Temper
1' - 6"33' - 5 1/4"16' - 6 1/4"8' - 5 1/2"14"9' - 1 1/8"1' - 6 3/4"10' - 4"5' - 3 1/4"7' - 0"1' - 6"30"131 1/2"30"1' - 6"20 1/4"3' - 6"9' - 0"10' - 6"14" BOX VAULT
Main Level to Apex of Vault20' - 10 5/16"1' - 6 3/4"8' - 10"SECONDARY
GARAGE
OWNER'S SUITE
GREAT
ROOM
KITCHEN
T.O. Foundation to B.O. Roof Trusses12' - 6"8" BOX UP CLG.20 5/8"8"3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
BEAM FLUSHED
PER MFG. SPEC.
ROOF TRUSSES
PER MFG. SPEC.
ROOF TRUSSES
PER MFG. SPEC.
10"
12"
DECORATIVE WOOD BEAMS
GOLF SIM FAMILY ROOM EXERCISE RM
F1 F9
F4
F7FIREPLACE CHASE (VENTING PER MFG.)TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
OPT. 2" RIGID INSULATION OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
BEAM FLUSHED
PER MFG. SPEC.
12"
12"
12"ASSUMED GIRDER TRUSS PER MFG. SPEC.ASSUMED GIRDER TRUSS PER MFG. SPEC.24"
2' - 6 1/4"8' - 0"2' - 6 1/4"Heel33 5/8"Heel33 5/8"8"9' - 10"6' - 11 3/4"6' - 11 3/4"9' - 1 1/8"2' - 0"8' - 5 1/2"8' - 5 1/2"2' - 0"Heel15 5/8"Heel15 5/8"Main Level to T.O. Beam10' - 7 1/8"Main Level to Apex of Vault18' - 7 1/8"Main Level to Window Hdr.16' - 2"16"
12"
16"
12"
SOFFIT & BURIED BEAM
9' - 1 1/8"BEAM DROPPED
PER MFG. SPEC.
2X10 JOISTS @ 16" O.C.2X10 JOISTS @ 16" O.C.3' - 6"8" BOX UP CLG.
12"
12"14"9 1/4"SOFFIT
BEAM DROPPED
PER MFG. SPEC.Soffit
15"5 1/2"3' - 6"9' - 2 3/4"9' - 1 1/8"1' - 6 3/4"8' - 10"16"
12"
16"
12"
F3 F5
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
SCISSOR
TRUSSES PER
MFG. SPEC.
ROOF TRUSSES
PER MFG. SPEC.
ROOF TRUSSES
PER MFG. SPEC.
SCREEN
PORCH
DECK DINING
STOOP
BDRM #3
9' - 0"9' - 0"GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
OPT. 2" RIGID INSULATION OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL 1 5/8"BEAM DROPPED
PER MFG. SPEC.
F6
PORCH/DECK FOOTINGS:
6X6 TRD. POST
16"-30" CONCRETE SONO
TUBE @ 42" BELOW
GRADE MIN. (VERIFY SIZE
PER FOUNDATION PLAN)7 1/4"From Main Level to B.O. Porch Clg.12' - 8"7' - 5 1/2"7' - 5 1/2"5' - 1"7' - 2 1/2"7' - 2 1/2"5' - 1"10' - 11 1/2"10' - 11 1/2"3' - 6"3' - 6"9' - 0"9' - 0"T.O. Foundation to B.O. Roof Trusses12' - 6"T.O. Foundation to Window Hdr.9' - 6"F2 F3 F5
F8 F7Heel13"Heel13"Heel21 5/8"24"
16"
12"
16"
12"
ROOF TRUSSES
PER MFG. SPEC.ROOF TRUSSES
PER MFG. SPEC.9' - 1 1/8"1' - 6 3/4"8' - 10"3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
SECONDARY
GARAGE
LAUNDRYW.I.C.MUD
ROOM
FRONT PORCH
BDRM #2 BATH
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
OPT. 2" RIGID INSULATION OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
GARAGE WALLS & CEILING:
INSULATE WALLS &
CEILINGS w/ 5/8" TYPE-X
GYP. BRD. & FINISH TAPE
20 1/4"-EGRESS PIT -ROOF TRUSSES
PER MFG. SPEC.
24"
-FALSE DORMER -
6"
12"
10"
12"
6"
12"
10"
12"
ROOF TRUSSES
PER MFG. SPEC.
2' - 6"2' - 6"E.H.15 1/2"E.H.15 1/2"ROOF TRUSSES
PER MFG. SPEC.18"9' - 1 1/8"2' - 2 1/4"3' - 6"Heel15 5/8"16"
12"
24"
BEAM DROPPED
PER MFG. SPEC.
Finished
15"
Framing
12 1/2"6X6 TRD. STRUCTURAL POSTCOLUMN CONSTRUCTION:
3/4" COMPOSITE WRAP
1/2" TRD. PLYWOOD
2X4 FRAMED BOX
6X6 TRD. STRUCTURAL POST
2X12 TOP/BOTTOM COLLARS
OPT. T&G PINE CLG.
2X10 JOISTS @ 16" O.C.
PORCH/DECK FOOTINGS:
6X6 TRD. POST
16"-30" CONCRETE SONO
TUBE @ 42" BELOW
GRADE MIN. (VERIFY SIZE
PER FOUNDATION PLAN)
Finished
15"18"BEAM DROPPED
PER MFG. SPEC.10 1/2"7"
3/4" COMPOSITE WRAP
1/2" TRD. PLYWOOD
7"x10-1/2" SHADE HOUSING
5
07 Finished15"Finished
15"
Framing
12 1/2"Framing12 1/2"SCREEN PORCH COLUMN:
2X10 BASE/TOP COLLAR
3/4" COMPOSITE WRAP
1/2" TRD. PLYWOOD SHEATHING
6X6 TRD. STRUCTURAL POST
2X4 FRAMED BOX
BEAM PER MFG. SPEC.3 1/4"1/2"1/2"3/4"3 1/4"3/4"1/2"1/2"
CENTER OF POST IS
3-1/4" FROM EDGE
OF JOIST FRAMING
DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2020.Do not replicate with out permission (952)428-8200. David
Charlez Design retains rights to all plans and detail shown.1/13/2021 5:31:02PM07 Cross SectionsBUR-Combs -CD -Rev 3-LMCCombs ResidenceBurdick Builders, Inc.735 Crystal Lake Road EBurnsville, MN 5530610.6.2020GMSilvarum -Lot 07, Block 0116629 Judicial RdLakeville, MN 550441/4" = 1'-0"1 Section -Owner's Suite/Secondary Garage1/4" = 1'-0"2 Section -Screen Porch/Stoop
1/4" = 1'-0"3 Section -WIC/Secondary Garage 3/8" = 1'-0"5 Detail -Screen Porch Column 1" = 1'-0"6 Detail -Screen Porch Soffit
1" = 1'-0"4 Detail -Screen Porch Column (Top)
3' - 0"4' - 6"4' - 3"13' - 0"6' - 8 1/4"
22' - 8 1/2"16' - 2 1/2"11' - 0"
1' - 6"Heel102 1/8"Heel15 1/4"3' - 6 7/8"9' - 1 1/8"1' - 6 3/4"8' - 10"8"8"9' - 0"3' - 6"9' - 0"9' - 0"DINING KITCHEN PANTRY
EXERCISE RM MECH. ROOMBDRM #3
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
8" BOX VAULT 8" BOX VAULT
7 1/4"9' - 1 1/8"FRONT
PORCH
BEAM DROPPED
PER MFG. SPEC.15"
SOFFIT14"ROOF TRUSSES
PER MFG. SPEC.ROOF TRUSSES
PER MFG. SPEC.
12"
12"12"
12"
4"
12"
ASSUMED
GIRDER TRUSS
PER MFG. SPEC.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
OPT. 2" RIGID INSULATION OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
18"
F2 F3 F5
F612' - 1 1/4"ROOF TRUSSES
PER MFG. SPEC.
4"
12"
30"
6"
12"
1' - 6"7' - 0"
4' - 3 1/2"13' - 0"4' - 3"4' - 6"3' - 0"8"8"6' - 8 3/4"3' - 8"3' - 0 11/16"7' - 4 1/16"10"7 5/16"3' - 8"9' - 1 1/8"1' - 6 3/4"8' - 10"2X6 Timber Framed Staircase Wall14' - 2 1/4"9' - 0"2"WOOD CAP Foyer Ceiling Height12' - 6"Heel45 1/4"3' - 4 7/8"8" BOX VAULT 8" BOX VAULT
4"
12"
12"
12"
ASSUMED
GIRDER TRUSS
PER MFG. SPEC.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.9' - 0"3' - 6"P1
F5 F3
FRONT
PORCH FOYER &
STAIRCASE
KITCHEN
FAMILY
ROOM
BDRM #3
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
OPT. 2" RIGID INSULATION OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
DINING
BEAM DROPPED
PER MFG. SPEC.Heel15 1/4"TYPICAL STAIRCASE CONSTRUCTION:
6'-10" MINIMUM HEADROOM
(4) 11-7/8" STAIR STRINGER w/1-1/8" x 11-1/4"
PARTICLE BOARD TREADS
PROVIDE 34"-36" HGT HANDRAILS
& GUARDS RAILS PER CODE
TYPICAL STAIRCASE LANDING
CONSTRUCTION:
2-2x8 HEADER
3/4" PLYWOOD
BACKING
2x8 JOISTS @ 16" O.C.
3/4" PLYWOOD
22' - 2 1/2"22' - 8 1/2"Heel15 1/2"Heel15 1/2"10"
12"
6"
12"
2' - 6"
12"
12"36"18"24"18"T.O. Foundation to Window Hdr.9' - 6"Heel6' - 7 5/8"Main Level to Apex of Vault18' - 7 1/8"Main Level to T.O. Beam10' - 7 1/8"BEAM DROPPED
PER MFG. SPEC.
2X10 JOISTS @ 16" O.C.ASSUMED GIRDER TRUSS PER MFG. SPEC.23' - 11"26' - 9 1/2"11' - 8 1/2"16' - 0"
12"
12"
12"
12"
ROOF TRUSSES
PER MFG. SPEC.
ROOF TRUSSES
PER MFG. SPEC.20 1/4"T.O. Foundation to B.O. Roof Trusses11' - 1 1/8"main GARAGE
9' - 4 7/8"3 3/4"F7
F4
F9 F1
24"x18"
PASS
THRU
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
SCISSOR TRUSSES
PER MFG. SPEC.
LAUNDRY OWNER'S BATH OWNER'S SUTIE
9' - 1 1/8"1' - 6 3/4"10' - 4"9' - 1 1/8"1' - 6 3/4"8' - 10"GARAGE WALLS & CEILING:
INSULATE WALLS &
CEILINGS w/ 5/8" TYPE-X
GYP. BRD. & FINISH TAPE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR
SAND BED GRANULAR FILL
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
30"
10"
12"
BDRM #2 GOLF SIM 3' - 6"10' - 6"9' - 0"3' - 6"PORCH/DECK FOOTINGS:
6X6 TRD. POST
18"-24" CONC. BELL
FOOTING @ 42" BELOW
GRADE
SCREEN
PORCH
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
OPT. 2" RIGID INSULATION OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
07
6
30"103 1/2"30"14"BOX VAULT
18"
18"
10' - 11 1/2"10' - 11 1/2"
24"24"T.O. Foundation to B.O. Ceiling11' - 1 1/8"T.O. Foundation to Window Hdr.9' - 6"Heel10 1/8"Heel10 1/8"16"
12"
16"
12"
ROOF TRUSSES
PER MFG. SPEC.3' - 6"3' - 6"main GARAGE
GARAGE WALLS & CEILING:
INSULATE WALLS &
CEILINGS w/ 5/8" TYPE-X
GYP. BRD. & FINISH TAPE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR
SAND BED GRANULAR FILL
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADEF7 F7
DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2020.Do not replicate with out permission (952)428-8200. David
Charlez Design retains rights to all plans and detail shown.1/13/2021 5:31:04PM08 Cross SectionsBUR-Combs -CD -Rev 3-LMCCombs ResidenceBurdick Builders, Inc.735 Crystal Lake Road EBurnsville, MN 5530610.6.2020GMSilvarum -Lot 07, Block 0116629 Judicial RdLakeville, MN 550441/4" = 1'-0"1 Section -Dining/Front Porch
1/4" = 1'-0"2 Section -Front Porch/Dining
1/4" = 1'-0"3 Section -Garage/Screen Porch
1/4" = 1'-0"4 Section -Main Garage
Main Level Clg. Hgt.9' - 1 1/8"1' - 6 3/4"8' - 10"Main Level to T.O. Beam10' - 1 1/8"Main Level to B.O. Roof Trusses17' - 6"Main Level to B.O. Beam17' - 0"6"Foyer Ceiling Height12' - 6"7' - 0"1' - 6"Cased Opening8' - 0"2' - 6"11' - 3"4' - 5 1/2"20' - 2 1/2"Heel16 1/2"Heel45 1/4"Heel15 1/4"6" FRAME DOWN
Main Level to Apex of Vault20' - 10 5/16"Heel19 5/8"18"18"18" PARALLEL CHORD TRUSSES PER MFG. SPEC.ROOF TRUSSES
PER MFG. SPEC.
BEAM PER
MFG. SPEC.
10"
12"
12"
12"
6"
12"
12"
12"
12"
12"
12"
12"
4"
12"
10"
10"
1
0"10"10"x10" DECORATIVE WOOD BEAMS54"96"3' - 6"9' - 0"9' - 0"3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.From Main Level to B.O. Porch Clg.12' - 8"2"BEAM DROPPED
PER MFG. SPEC.14"FRONT
PORCH
FOYER
GREAT
ROOM
FAMILY
ROOM
GAME
ROOM
2X10 JOISTS @ 16" O.C.
WINDOW HDR.
PER MFG. SPEC.
BEAM DROPPED
PER MFG. SPEC.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
OPT. 2" RIGID INSULATION OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
F3 F5
F6
deck
7' - 1"6"7' - 6"2' - 3"6' - 0"BEAM DROPPED
PER MFG. SPEC.Heel19 5/8"10' - 1 1/8"10' - 1 1/8"Heel19 5/8"11' - 3"4' - 5 1/2"6' - 9 1/2"20' - 5 1/2"23' - 5 1/2"Heel4' - 9 15/16"18"18"3' - 6"9' - 0"9' - 0"Main Level to Apex of Vault20' - 10 5/16"1' - 6 3/4"8' - 10"12"
12"
12"
12"
12"
12"
4"
12"
30"
6"
12"Cased Opening8' - 0"3 3/4"9' - 1 1/8"20 1/4"T.O. Foundation to B.O. Roof Trusses11' - 1 1/8"9' - 1 1/8"1' - 6 3/4"8' - 10"3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
18" PARALLEL
CHORD TRUSSES
PER MFG. SPEC.
LINE OF T.O.F.
ROOF TRUSSES
PER MFG. SPEC.ROOF TRUSSES
PER MFG. SPEC.
GAME AREAFAMILY ROOM BATH
MUD
ROOM
W.I.C.
GREAT
ROOMGREAT
ROOM
F3 F4
F7
ROOF TRUSSES
PER MFG. SPEC.
GARAGE WALLS & CEILING:
INSULATE WALLS &
CEILINGS w/ 5/8" TYPE-X
GYP. BRD. & FINISH TAPE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR
SAND BED GRANULAR FILL
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
main garage
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
OPT. 2" RIGID INSULATION OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
18"Heel55 7/8"16' - 2 1/2"31' - 8 1/2"20 5/8"T.O. Foundation to B.O. Roof Trusses12' - 6"T.O. Foundation to Window Hdr.9' - 6"7' - 6"
14"
6"
12"
12"
12"
12"
12"
4"
12"1 5/8"9' - 1 1/8"1' - 6 3/4"8' - 10"ROOF TRUSSES
PER MFG. SPEC.
ASSUMED
GIRDER TRUSS
PER MFG. SPEC.
30"
10"
12"3' - 6"9' - 0"9' - 0"5 1/2"9' - 2 3/4"BEAM DROPPED
PER MFG. SPEC.9 1/4"SOFFITHeel16 1/4"20 1/4"ROOF TRUSSES
PER MFG. SPEC.3' - 6"F6
F5 F4
F7
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
GARAGE WALLS & CEILING:
INSULATE WALLS &
CEILINGS w/ 5/8" TYPE-X
GYP. BRD. & FINISH TAPE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR
SAND BED GRANULAR FILL
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
secondary GARAGE
REAR
ENTRY
REAR
ENTRY
W.I.C.BDRM #3
15"
stoop
18"12' - 8"7 1/4"11' - 6"1' - 2"11 1/4"11 1/4"26 1/4"18"Heel15 1/4"4"
12"
BEAM DROPPED
PER MFG. SPEC.
Finished
15"
Framing
12 1/2"
Fin. Soffit
15"
Finished Column
36"
Framing Column
31"6X6 TRD. STRUCTURAL POSTLINE OF
MAIN LEVEL
COLUMN CONSTRUCTION:
3/4" COMPOSITE WRAP
1/2" TRD. PLYWOOD
2X4 FRAMED BOX
6X6 TRD. STRUCTURAL POST
2X12 TOP/BOTTOM COLLARS
COLUMN BASE CONSTRUCTION:
3-1/2" STONE CAP
2" STONE VENEER
GROUT JOINTS
1/2" TRD. PLYWOOD
2X4 FRAMED BOX
6X6 TRD. STRUCTURAL POST
OPT. T&G PINE CLG.3' - 6"P1
3" MIN. ABS OR PVC OR
EQUIVALENT
GAS TIGHT PIPE
SEAL ALL JOINTS
BETWEEN SLAB
AND FOUNDATION WALL
4" PERFORATED DRAIN
TILE W/FILTER FABRIC
8"X16" ROCK TRENCH
SEALED SUMP BASKET
MIN 6 MIL OR 3 MIL CROSS
LAMINATED POLY SHALL BE
LAPPED 12" AND PLACED BELOW
THE SLAB AND ON TOP OF 4"
MIN. SAND GAS
PERMEABLE LAYER
INSTALL LABEL READING
(RADON REDUCTION
SYSTEM) ON THE VENT PIPE
AT EACH FLOOR
AND IN ACCESSIBLE ATTICS
ALL CONTROL JOINTS,
ISOLATION JOINTS
CONSTRUCTION JOINTS
AND ANY OTHER
JOINTS IN CONCRETE
SLABS SHALL BE
SEALED WITH CAULK OR
SEALANT
SEAL ALL FLOOR
OPENINGS
ALL PIPE JOINTS AND
FITTINGS
TO BE GLUED OR TRANSITION
COUPLINGS
PROVIDE SPACE FOR
FUTURE
INSTALLATION OF A FAN
*MIN. 24' DIAMETER
CENTERED ON
THE AXIS OR THE VENT
STACK
*MIN. VERTICAL DISTANCE 36"
INSTALL LIVE OUTLET
IN ATTIC WHERE
FUTURE FAN MAY BE
INSTALLED
R-4 MIN. INSULATION
AROUND PIPE IN
UNCONDITIONED SPACES
DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2020.Do not replicate with out permission (952)428-8200. David
Charlez Design retains rights to all plans and detail shown.1/13/2021 5:31:05PM09 Cross SectionsBUR-Combs -CD -Rev 3-LMCCombs ResidenceBurdick Builders, Inc.735 Crystal Lake Road EBurnsville, MN 5530610.6.2020GMSilvarum -Lot 07, Block 0116629 Judicial RdLakeville, MN 550441/4" = 1'-0"1 Section -Great Room/Foyer
1/4" = 1'-0"2 Section -Great Room/Main Garage
1/4" = 1'-0"3 Section -Rear Entry/Main Garage
3/8" = 1'-0"4 Detail -Front Porch Column
1/4" = 1'-0"5 Detail -Passive Radon System
UP
DN
DN
DN
DN
1692 SF
LOWER LEVEL
125 SF
MECH/ ST'RG
270 SF
SCREEN
PORCH 195 SF
DECK
1977 SF
MAIN LEVEL
527 SF
SECONDARY
GARAGE
206 SF
FRONT PORCH
516 SF
MAIN GARAGE
65 SF
STOOP
POOL & PATIO BY OTHERS
DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2020.Do not replicate with out permission (952)428-8200. David
Charlez Design retains rights to all plans and detail shown.1/13/2021 5:31:06PM10 Square Footage CalculationsBUR-Combs -CD -Rev 3-LMCCombs ResidenceBurdick Builders, Inc.735 Crystal Lake Road EBurnsville, MN 5530610.6.2020GMSilvarum -Lot 07, Block 0116629 Judicial RdLakeville, MN 55044L O W E R L E V E L:
S Q. F T G. C A L C U L A T I O N S:
1692 SQ. FT. LOWER LEVEL
125 SQ. FT. MECHANICAL ROOM
GENERAL NOTES
1. ALL EXTERIOR WALLS TO BE CONSTRUCTED OF 2x6 STUDS @ 16" O.C.
2. ALL INTERIOR WALLS TO BE CONSTRUCTED OF 2x4 STUDS @ 16" O.C. (UNLESS
OTHERWISE NOTED)
3. WALLS ADJACENT TO GARAGE SPACE SHALL BE 2x6 WITH A 1 HR. FIRE RATING
4. STRUCTURAL WALLS TO HAVE A FIRE RATING OF 1 HR.
5. ALL DIMENSIONS LINES TO BE TO CENTERLINE OF STUDS TO FACE OF SHEATHING
6. PROVIDE ROOF VENTILATION 1 SQ.FT. PER 300 SQ.FT. OF ROOF AREA. 50% AT RIDGE AND
50% AT SOFFIT-MIN
7.ALL INTERIOR DOOR HEAD HEIGHT TO BE VERIFIED BY BUILER UNLESS OTHERWISE
NOTED. UNDERCUT MIN 1"
8. ALL STRUCTURAL MEMBERS TO BE VERIFIED BY MANF. AND A STRUCTURAL ENGINEER.
9. ALL WINDOW UNITS ABOVE TUB DECK AND/OR WITHIN 18" OF THE FLOOR AND/OR 24" OF
A DOORWAY SHALL BE TEMPERED GLASS
10. PROVIDE AN APPROVED ICE AND WATER ROOFING STARTER EDGE PER CODE OR
EQUIVALENT
11. WRAP ALL CANTILEVERS WITH AN APPROVED POLY AND SPRAY FOAM FLOOR
12. SLOPE FINISHED GRADE AWAY FROM THE HOUSE ON ALL SIDES
13. 1/2" AIR SPACE ON EACH SIDE OF MICRO-LAM BEAM & MIN 3" BEARING ON CONCRETE
14. EXTERIOR RAILING TO BE MIN OF 36" HIGH AND BUILT AS TO NOT ALLOW A 4" SPHERE
TO PASS THROUGH
15. ALL COMPONENTS TO BE INSTALLED TO MANF. SPEC OR LOCAL CODE
16. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY IS TO BE PRESSURE
TREATED OR WOOD SPECIES THAT HAS A NATURAL RESISTANCE TO DECAY
17. PROVIDE A WATER RESISTIVE GYP BOARD AROUND ALL SHOWERS AND TUBS
18. LIGHT OR FAN HOUSING SYSTEM RECESSED THROUGH AN EXTERIOR VAPOR BARRIER
SHALL BE OF THE AIR SEALED TYPE OR BE BOXED AND SEALED PER CODE
19. PROVIDE DRAFT STOPS PER UBC 708.3
20. FIRE BLOCK ALL CHASES AT EACH FLOOR-CEILING ASSEMBLY OR AT 10' MAX
INTERVALS
21. ALL SMOKE DETECTORS TO BE HARD WIRED WITH BATTERY BACKUP PER CODE
22. MAINTAIN A 6" SEPARATION BETWEEN GRADE AND WOOD
23. CAULK AND FLASH AROUND ALL EXTERIOR OPENINGS
24. PLUMBING PENETRATIONS IN WALL ASSEMBLY SHALL BE FIRE CAULKED WITH LISTED
MATERIALS
25. BLOCK PATIO DOORS WITHOUT A DECK
26. SMOKE DETECTORS SHALL BE MIN 16" AWAY FROM WALL AND INSTALL TO MANF. SPEC
27. NO OPENING IN ROOF WITHIN 5' OF PROPERTY LINES
28. 10% OF THE FLOOR AREA IS REQUIRED FOR LIGHT AND VENTILATION IN ALL HABITABLE
ROOMS
29. ON EXTERIOR, GRIPPABLE HANDRAILS 34" TO 36" IN HEIGHT FROM THE NOSE OF THE
STAIRS
30. COMBUSTION AIR DUCTS 12" OFF THE FLOOR OR RETURN AIR PLENUM WHEN
REQUIRED (IMC703)
31. PROVIDE PLUMBING ACCESS AT ALL TUBS EXCEPT WHEN TRAPS & OVERFLOW GLUED
32. PROVIDE 50 cfm OR 20 cfm CONTINUOUS VENTILATION OR OPERABLE WINDOW (ASHRAE
62-2001 6.1)
33. DRYER VENT TO THE EXTERIOR-INSULATE LAST 3 FEET MIN 36" CLEARANCE TO OTHER
OPENINGS: (IMC504.4, 401.52 AND 604.1)
34. CERAMIC TILE TO BE APPLIED OVER GREEN BOARD, CEMENT BOARD, WONDER BOARD
OR OTHER APPROVED MATERIAL TO A HEIGHT OF 70" ABOVE DRAIN INLET IN SHOWERS.
CEMENT BOARD MUST BE USED ON EXTERIOR WALLS UNDERNEATH TILE AND OVER THE
VAPOR BARRIER (R307)
35. TRUSS PLANS STAMPED AND APPROVED BY MANF. SHALL BE ON THE JOB SITE.
ALTERATIONS TO TRUSSES REQUIRE AN ENGINEER'S APPROVAL
36. RAFTERS SHALL BE FRAMED TO MIN 1" THICK RIDGE BOARD NOT LESS THAN THE DEPTH
OF THE CUT END OF THE RAFTERS OR NAILED TO EACH OTHER WITH A GUSSET PLATE A
TIE. THE RIDGE BOARD MUST BE SUPPORTED ON END WALL OR MIN 2x4 COLLAR TIES ARE
REQUIRED AT MIN 4" O.C.
37. 4-MIL VAPOR BARRIER ON WARM IN WINTER SIDE OF EXTERIOR WALLS AND CEILING.
FIRE RETARDANT VAPOR BARRIER MAY BE LEFT UNCOVERED
38. WIND-WASH AT AL EAVES, CORNERS, OVERHANGS, AND BY WINDOWS. SHEATHING
INSULATION DAM @ CEILING CHANGES
39. WEATHER-RESISTIVE BARRIER-i.e. BUILDING WRAP TABLE R703.4
40. HOT WATER PIPING LOCATED OUTSIDE OF CONDITIONED SPACE WILL BE INSULATED TO
AT LEAST R-3
41. ATTIC ACCESS DOORS FROM CONDITIONED TO UNCONDITIONED SPACES SHALL BE
WEATHERED-STRIPPED AND INSULATED.
42. NEW WOOD-BURNING FIREPLACES WILL HAVE TIGHT-FITTING FLUE DAMPERS AND
OUTDOOR COMBUSTION AIR.
43. FOR WINDOWS WHERE THE LOWEST PART OF THE WINDOW OPENING IS MORE THAN 6'
ABOVE THE GROUND, THE LOWEST PART OF OPENING SHALL BE MIN. OF 36" ABOVE THE
FINISHED FLOOR. EXCEPTIONS INCLUDE WINDOWS THAT DO NOT OPEN MORE THAN 4",
WINDOWS WITH FALL PROTECTION, AND WINDOWS THAT HAVE OPENING CONTROL
DEVICES.
44. DWELLINGS WITH ATTACHED GARAGES OR FUEL FIRED EQUIPMENT MUST BE EQUIPPED
WITH CARBON MONOXIDE ALARMS OUTSIDE OF, BUT NO FURTHER THAN 10' FROM , EACH
SLEEPING AREA OR BEDROOM.
45. FOOTINGS SHALL HAVE A MIN. COMPRESSIVE STRENGTH OF 5,000 psi.
46. A MIN. 1/2" GYPSUM BOARD MEMBRANE, OR 5/8" WOOD STRUCTURAL PANEL
MEMBRANE, SHALL BE PROVIDED ON THE UNDERSIDE OF FLOOR ASSEMBLIES.
EXCEPTIONS A.DWELLINGS EQUIPPED WITH SPRINKLER SYSTEM. B.CRAWLSPACES
C.PORTIONS OF FLOOR ASSEMBLIES WITH PROPORTIONALLY SMALL AREA. D. FLOOR
ASSEMBLIES CONSTRUCTED OF SOLID SAWN LUMBER OR STRUCTURAL COMPOSITE
LUMBER WITH MIN. NOMINAL DIMENSIONS OF 2"x10".
47. DECKS SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL SHALL BE POSITIVELY
ANCHORED TO THE PRIMARY STRUCTURE AND DESIGNED FOR BOTH VERTICAL AND
LATERAL LOADS.
48. FLASHING WITH A MIN. 3 1/2" VERTICAL ATTACHMENT FLANGE IS REQUIRED AT THE
INTERSECTION OF THE FOUNDATION AND RIM JOIST FRAMING WHEN THE EXTERIOR WALL
COVERING DOES NOT LAP THE FOUNDATION INSULATION. THE FLASHING MUST EXTEND A
MIN. OF 1" BELOW THE FOUNDATION PLATE LINE, AND THE REQUIRED WATER-RESISTIVE
BARRIER MUST LAP OVER THE ATTACHMENT FLANGE.
49. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS
1/8" = 1'-0"1 Basement
1/8" = 1'-0"2 First Floor
M A I N L E V E L:
1977 SQ. FT. MAIN LEVEL
527 SQ. FT. SECONDARY GARAGE
516 SQ. FT. MAIN GARAGE
270 SQ. FT. SCREEN PORCH
206 SQ. FT. FRONT PORCH
195 SQ. FT. DECK
65 SQ. FT. STOOP
F I N I S H E D T O T A L S:
3669 SQ. FT. FINISHED TOTAL
4" tolerance
@ corner to
set back
4" tolerance
@ corner to
set back
PROPOSED HOUSE
1977 SQ. FT.
SCREEN
PORCH
270 SQ. FT.
DECK
195 SQ. FT.
SECONDARY
GARAGE
527 SQ. FT.
MAIN GARAGE
516 SQ. FT.
FRONT PORCH
206 SQ. FT.
STOOP
65 SQ. FT.
POOL PATIO
745 SQ. FT.
5' - 0"18' - 0"5' - 0"6' - 6"5' - 0"36' - 0"8' - 0"POOL
18'x36'DRAWN BYDESCRIPTIONPROJECT #PROJECTISSUERE-ISSUEBUILDER18476 KENRICK AVE SUITE 202LAKEVILLE, MN 55044TEL: 952.428.8200EM: Dave@DavidCharlezDesigns.comD A V I D C H A R L E Z D E S I G N Sa
Notes: Dimensions, details and conformation to all local codes are to be verified by owner and contractor prior to the start of construction. The designer of the home is not a licensed structural engineer or architect and will assume no responsibility for items including, but not limited to : construction technique, quality of material, workmanship, code adherence, safety, water proofing, insulation, radon, mold/mildew or other designs, specification or construction issues. It is recommended that a licensed engineer review all plans for structural integrity and verify that the home meets code for extraordinary wind or other natural stresses such as flooding, snowfall or substandard bearing soil. All structural members on the plans should be verified by the manufacturer and their licensed engineering staff. Is is also recommended
that a licensed contractor be commissioned to construct the home. All door and window size are approximate rough openings. Specific manufacturer sizes vary and egress openings should be confirmed prior to construction. The home should be flashed and enclosed to meet local code. Sizes of material and products reflect accepted industry standards and in no way indicate a specific manufacturer. All building components to be installed and constructed to selected manufacturer specified installation techniques and in accordance with local building codes. Optional items may be shown on the home, within the landscaping/site plan or in the rendering for illustrative purpose only. Consult builder for standard or included features. c David Charlez Designs 2020.Do not replicate with out permission (952)428-8200. David
Charlez Design retains rights to all plans and detail shown.1/13/2021 5:31:08PM11 Site PlanBUR-Combs -CD -Rev 3-LMCCombs ResidenceBurdick Builders, Inc.735 Crystal Lake Road EBurnsville, MN 5530610.6.2020GMSilvarum -Lot 07, Block 0116629 Judicial RdLakeville, MN 550441/16" = 1'-0" SCALE
(CONCEPTUAL SITE PLAN)
PROJECT #:COPYRIGHT NOTICEALL DESIGNS, SPECIFICATIONSAND PLANS ARE THE PROPERTYOF THE DESIGN CONNECTIONTHESE PLANS AND DESIGNS WERECREATED AND DEVELOPED INCONNECTION WITH THE SPECIFICPROJECT AND SHALL NOT BEREPRODUCED FOR ANY PURPOSEWHATSOEVER WITHOUT THEEXPRESS WRITTEN PERMISSION OFTHE DESIGN CONNECTION ANDBUILDERwww.thedesignconnection.netPHONE (507) 286-7869Residential and CommercialDesign * PlanningServing Rochester andSouthern Minnesota1647 16th Ave. NWRochester MN 55901aaron@thedesignconnection.netDRAWN BY:CHECKED BY:FINAL SET DATE:REVISION: Jan 13, 2021PRINTED:NOVEMBER 30, 2020JANUARY 06, 2021AJTRCJCOMBS RESIDENCE
2035216629 JUDICIAL RD
SILARUM- LOT 07, BLOCK 01
LAKEVILLE MINNESOTA
BURDICK BUILDERS FINALAPPROVED FORCONSTRUCTIONREVISION:JANUARY 13, 2021DN30"x80"DOOR 30"x80"DOOR2X6 BRG. WALL2) 36"x80"DOORS2X6 BRG. WALL2X6 BRG. WALL
32"x80"D
O
O
R
2X6 BRG. WALL
2X6 WALL
30"x96"
C.O.30"x80"DOOR30"x80"
DOOR
30"x80"
DOOR2X6FLOOR IS DROPPED 24"10'-4" CEILING HGT.2X6 WALL- EGRESS PIT -- EGRESS PIT -48"x80" OP'NG w/2) 24"x80" GLASSBARN DOORS32"x80" OP'NGSNACK BAR18" FLOOR TRUSSES@ 19.2" O.C.18" FLOOR TRUSSES@ 19.2" O.C.18" FLOOR TRUSSES@ 19.2" O.C.18" FLOOR TRUSSES@ 19.2" O.C.1) CXW24
2X6 WALL2x10 JOISTS@ 16" O.C.2x10 JOISTS@ 16" O.C.2x10 JOISTS@ 16" O.C.FIREPLACECANTILEVER
1) CX24S1.0LOWER LEVELSTRUCTURE PLAN
PROJECT #:COPYRIGHT NOTICEALL DESIGNS, SPECIFICATIONSAND PLANS ARE THE PROPERTYOF THE DESIGN CONNECTIONTHESE PLANS AND DESIGNS WERECREATED AND DEVELOPED INCONNECTION WITH THE SPECIFICPROJECT AND SHALL NOT BEREPRODUCED FOR ANY PURPOSEWHATSOEVER WITHOUT THEEXPRESS WRITTEN PERMISSION OFTHE DESIGN CONNECTION ANDBUILDERwww.thedesignconnection.netPHONE (507) 286-7869Residential and CommercialDesign * PlanningServing Rochester andSouthern Minnesota1647 16th Ave. NWRochester MN 55901aaron@thedesignconnection.netDRAWN BY:CHECKED BY:FINAL SET DATE:REVISION: Jan 13, 2021PRINTED:NOVEMBER 30, 2020JANUARY 06, 2021AJTRCJCOMBS RESIDENCE
2035216629 JUDICIAL RD
SILARUM- LOT 07, BLOCK 01
LAKEVILLE MINNESOTA
BURDICK BUILDERS FINALAPPROVED FORCONSTRUCTIONREVISION:JANUARY 13, 2021DN18'-0" x 8'-0" OVERHEAD DOOR 36"x96" FIRE DR20 MIN. RATED36"x96"PKT DR 30"x96"PKT DR2X6 WALL2X6 WALL 2X6 WALL 2X6 30"x96"DOOR36"x96"C.O.24" GLASSDOOR 30"x96"PKT DR 2X6 WALL30"x96"DOOR2X6 WALL2) 24"x96"DOORS32"x96" C.O.11'-0" x 8'-0" C.O.AREAOPEN TOBELOWRAILING
30"x96"PKT DR36"x96"
C.O.30"x96"PKT DR32"x96" FIRE DR20 MIN. RATED2X6
30"x96"DOOR10'-0" x 10'-0" OVERHEAD DOORGAS FIREPLACEPER MFG. SPEC.36"x96"SCREENDOOR2X6 WALL RETRACTABLE PHANTOM SCREENS1) CXW161) CXW161) FWG6080L1) FWG5080R
1) FWH3180AR 2) P3560 @ 16'-3"HDR HGT.2) P3560-2) AR351@ 8'-0" HDR. HGT.1) P4060 @ 16'-3"HDR. HGT.1) P4060-1) AR41@ 8'-0" HDR. HGT.2) P35602) AR3511) P40601) AR411) P4060
1) AR41
A21
1) A2281 @ 9'-6"
FROM T.O.F.
3) A31 @ 9'-6" FROM T.O.F.
B'M PER MFG.P3030-2 @8'-0" HDRHGT.3) P3030 @ 12'-6"HDR. HGT.3) P3060 @ 8'-0"HDR. HGT.2) 36"x96" GLASSENTRY DOORS w/2) 36"x36" TRANSOMS@ 12'-6" HDR. HGT.3) A31 12" FIREPLACECANTIELEVERGLS. WALL
8" BOX UP CLG.8" BOX UP CLG.14" BOX VAULT CLG.VAULTED CLG.VAULTED CLG.LINE OF VAULT12'-6" CLG.24"x18"PASSTHRU3) P3060 @ 9'-6" FROM T.O.F.1) FWH2980AL36"x96" C.O.S2.0MAIN LEVEL BRACEDWALLS & FRAMING
PROJECT #:COPYRIGHT NOTICEALL DESIGNS, SPECIFICATIONSAND PLANS ARE THE PROPERTYOF THE DESIGN CONNECTIONTHESE PLANS AND DESIGNS WERECREATED AND DEVELOPED INCONNECTION WITH THE SPECIFICPROJECT AND SHALL NOT BEREPRODUCED FOR ANY PURPOSEWHATSOEVER WITHOUT THEEXPRESS WRITTEN PERMISSION OFTHE DESIGN CONNECTION ANDBUILDERwww.thedesignconnection.netPHONE (507) 286-7869Residential and CommercialDesign * PlanningServing Rochester andSouthern Minnesota1647 16th Ave. NWRochester MN 55901aaron@thedesignconnection.netDRAWN BY:CHECKED BY:FINAL SET DATE:REVISION: Jan 13, 2021PRINTED:NOVEMBER 30, 2020JANUARY 06, 2021AJTRCJCOMBS RESIDENCE
2035216629 JUDICIAL RD
SILARUM- LOT 07, BLOCK 01
LAKEVILLE MINNESOTA
BURDICK BUILDERS FINALAPPROVED FORCONSTRUCTIONREVISION:JANUARY 13, 2021S3.0BRACED WALLPANEL DETAILS
Main Level
Member Name Results Current Solution Comments
Owner Bed Win Head 3'-0" (2)Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owner Bed Patio Dr Head 6'-0"Passed 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Great Rm Dr Head 3'-0"Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Great Rm Win Head 11'-6"Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Patio Dr Head 5'-0"Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Win Head 11'-6"Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Dining Win Head 4'-0"Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Rear Dr Head 3'-0"Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bath Win Head 2'-0"Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Second Garage Win Head 5'-3"Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Second Garage Win Head 9'-6"Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Second Garage OH Dr Head 10'-
0"
Passed 2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
Pantry Win Head 6'-0"Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Stair Win Head 6'-0"Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Entry Dr Head 6'-0"Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Main Garage OH Dr Head 18'-0"Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Main Garage Win Head 10'-0"Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Owner Bed Win Head 9'-6"Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Living/Foyer Drop Beam 16'-3"Passed 3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
Front Porch, Screen Deck & Rear Stoop
Member Name Results Current Solution Comments
Front Porch Beam 24'-4"Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Screen Deck Left Beam 16'-0"Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Screen Deck Right Beam 12'-0"Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Screen Deck Rear Beam 17'-0"Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Stoop Beam 9'-10"Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Stoop Beam 6'-6"Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Lower Level
Member Name Results Current Solution Comments
Bed #3 Win Head 5'-3"Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Bed #2 Win Head 5'-3"Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Golf Rm Beam 21'-10"Passed 3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Staircase Flush Beam 12'-6"Passed 2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
Exercise Dr Head 8'-0"Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Bed #2 Flush Beam 4'-0"Passed 2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
Screen Deck & Deck Frame
Member Name Results Current Solution Comments
Main Deck Beam 16'-6"Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Screen Deck Side Beam 12'-0"Passed 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Screen Deck Side Beam 16'-0"Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
Screen Deck Main Beam 17'-0"Passed 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
20352 Combs 20.11.20 Structure
JOB SUMMARY REPORT
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1
File Name: 20352 Combs 20.11.20 Structure
Page 1 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1535 @ 0 1913 (1.50")Passed (80%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)689 @ 10 3/4"2872 Passed (24%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1247 @ 1' 7 1/2"3946 Passed (32%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.005 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.009 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"596 938 1534 None
2 - Trimmer - SPF 1.50"1.50"1.50"596 938 1534 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 3" o/c
Bottom Edge (Lu)3' 3" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 3"1'31.1 35.0 Snow
2 - Uniform (PSF)0 to 3' 3"15' 6"21.2 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Owner Bed Win Head 3'-0" (2)
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 2 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3074 @ 1 1/2"3825 (3.00")Passed (80%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1951 @ 1' 2 1/4"3493 Passed (56%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4619 @ 3' 3"5306 Passed (87%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.040 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.065 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.41"1198 1877 3075 None
2 - Trimmer - SPF 3.00"3.00"2.41"1198 1877 3075 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 6" o/c
Bottom Edge (Lu)6' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 8.6 --
1 - Uniform (PSF)0 to 6' 6"1'31.1 35.0 Snow
2 - Uniform (PSF)0 to 6' 6"15' 6"21.2 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Owner Bed Patio Dr Head 6'-0"
2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 3 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1737 @ 0 1913 (1.50")Passed (91%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)779 @ 10 3/4"2872 Passed (27%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1411 @ 1' 7 1/2"3946 Passed (36%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.006 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.010 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"656 1081 1737 None
2 - Trimmer - SPF 1.50"1.50"1.50"656 1081 1737 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 3" o/c
Bottom Edge (Lu)3' 3" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 3"10' 6"22.0 35.0 Snow
2 - Uniform (PSF)0 to 3' 3"8' 6"19.5 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Great Rm Dr Head 3'-0"
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 4 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1390 @ 3' 9"3825 (3.00")Passed (36%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)437 @ 2' 10 1/4"2872 Passed (15%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-513 @ 3' 9"3946 Passed (13%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.002 @ 1' 9 1/4"0.125 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.003 @ 1' 8 15/16"0.188 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"166 303 469 None
2 - Trimmer - SPF 3.00"3.00"1.50"506 884 1390 None
3 - Trimmer - SPF 3.00"3.00"1.50"506 884 1390 None
4 - Trimmer - SPF 1.50"1.50"1.50"166 303 469 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)11' 9" o/c
Bottom Edge (Lu)11' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 9"N/A 7.0 --
1 - Uniform (PSF)0 to 11' 9"5' 6"19.5 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Great Rm Win Head 11'-6"
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 5 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1365 @ 0 1913 (1.50")Passed (71%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)899 @ 10 3/4"2872 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1792 @ 2' 7 1/2"3946 Passed (45%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.019 @ 2' 7 1/2"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.032 @ 2' 7 1/2"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"538 827 1365 None
2 - Trimmer - SPF 1.50"1.50"1.50"538 827 1365 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 3" o/c
Bottom Edge (Lu)5' 3" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 5' 3"9'22.0 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Dining Patio Dr Head 5'-0"
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 6 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)676 @ 3' 9"3825 (3.00")Passed (18%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)213 @ 2' 10 1/4"2872 Passed (7%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-249 @ 3' 9"3946 Passed (6%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.001 @ 9' 11 3/4"0.125 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.001 @ 10' 1/8"0.188 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"90 138 228 None
2 - Trimmer - SPF 3.00"3.00"1.50"275 402 677 None
3 - Trimmer - SPF 3.00"3.00"1.50"275 402 677 None
4 - Trimmer - SPF 1.50"1.50"1.50"90 138 228 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)11' 9" o/c
Bottom Edge (Lu)11' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 11' 9"N/A 7.0 --
1 - Uniform (PSF)0 to 11' 9"2' 6"22.0 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Dining Win Head 11'-6"
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 7 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1105 @ 0 1913 (1.50")Passed (58%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)639 @ 10 3/4"2872 Passed (22%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1174 @ 2' 1 1/2"3946 Passed (30%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.008 @ 2' 1 1/2"0.142 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.014 @ 2' 1 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"436 669 1105 None
2 - Trimmer - SPF 1.50"1.50"1.50"436 669 1105 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 3" o/c
Bottom Edge (Lu)4' 3" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 4' 3"9'22.0 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Dining Win Head 4'-0"
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 8 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1929 @ 0 1913 (1.50")Passed (101%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)866 @ 10 3/4"2872 Passed (30%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)1567 @ 1' 7 1/2"3946 Passed (40%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.007 @ 1' 7 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.011 @ 1' 7 1/2"0.162 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.51"720 1209 1929 None
2 - Trimmer - SPF 1.50"1.50"1.51"720 1209 1929 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)3' 3" o/c
Bottom Edge (Lu)3' 3" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 3' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 3' 3"3' 3"16.8 35.0 Snow
2 - Uniform (PSF)0 to 3' 3"18'21.2 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Rear Dr Head 3'-0"
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 9 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)166 @ 0 1913 (1.50")Passed (9%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)34 @ 10 3/4"2872 Passed (1%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)93 @ 1' 1 1/2"3946 Passed (2%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.000 @ 1' 1 1/2"0.075 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.000 @ 1' 1 1/2"0.112 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"68 98 166 None
2 - Trimmer - SPF 1.50"1.50"1.50"68 98 166 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)2' 3" o/c
Bottom Edge (Lu)2' 3" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 2' 3"N/A 7.0 --
1 - Uniform (PSF)0 to 2' 3"2' 6"21.2 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Bath Win Head 2'-0"
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 10 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)638 @ 0 1913 (1.50")Passed (33%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)430 @ 10 3/4"2872 Passed (15%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)877 @ 2' 9"3946 Passed (22%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.010 @ 2' 9"0.183 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.017 @ 2' 9"0.275 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"253 385 638 None
2 - Trimmer - SPF 1.50"1.50"1.50"253 385 638 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 5' 6"4'21.2 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Second Garage Win Head 5'-3"
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 11 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)5512 @ 6' 6"7613 (3.00")Passed (72%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)4366 @ 5' 7"5686 Passed (77%)0.90 1.0 D (All Spans)
Moment (Ft-lbs)2808 @ 5' 6"10597 Passed (26%)0.90 1.0 D (All Spans)
Live Load Defl. (in)0.003 @ 1' 6 5/16"0.108 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.022 @ 5' 6"0.162 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•-385 lbs uplift at support located at 9' 9". Strapping or other restraint may be required.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"-17 449 449/-17 None
2 - Trimmer - SPF 3.00"3.00"1.58"2759 1245 4004 None
3 - Trimmer - SPF 3.00"3.00"2.17"5012 500 5512 None
4 - Trimmer - SPF 1.50"1.50"1.50"-385 120 120/-
385 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)9' 9" o/c
Bottom Edge (Lu)9' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 9' 9"N/A 9.7 --
1 - Uniform (PSF)5' 6" to 9' 9"2' 6"21.2 35.0 Snow
2 - Uniform (PSF)0 to 5' 6"9' 6"22.0 35.0 Snow
3 - Point (lb)5' 6"N/A 5900 -
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Second Garage Win Head 9'-6"
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 12 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1655 @ 0 1913 (1.50")Passed (87%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1312 @ 1' 3/4"3493 Passed (38%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)4240 @ 5' 1 1/2"5306 Passed (80%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.070 @ 5' 1 1/2"0.342 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.161 @ 5' 1 1/2"0.512 Passed (L/764)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"937 718 1655 None
2 - Trimmer - SPF 1.50"1.50"1.50"937 718 1655 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 7" o/c
Bottom Edge (Lu)10' 3" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 10' 3"N/A 8.6 --
1 - Uniform (PSF)0 to 10' 3"2' 6"22.0 35.0 Snow
2 - Uniform (PSF)0 to 10' 3"1' 6"19.5 35.0 Snow
3 - Uniform (PSF)0 to 10' 3"1'90.0 -Wall Load 9'-0"
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Second Garage OH Dr Head 10'-0"
2 piece(s) 2 x 12 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 13 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3779 @ 0 3806 (1.50")Passed (99%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2670 @ 11"7265 Passed (37%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)5905 @ 3' 1 1/2"13541 Passed (44%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.066 @ 3' 1 1/2"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.103 @ 3' 1 1/2"0.313 Passed (L/725)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"1373 2406 3779 None
2 - Trimmer - SPF 1.50"1.50"1.50"1373 2406 3779 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 3" o/c
Bottom Edge (Lu)6' 3" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 3"N/A 9.7 --
1 - Uniform (PSF)0 to 6' 3"22'19.5 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Pantry Win Head 6'-0"
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 14 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4657 @ 1 1/2"7613 (3.00")Passed (61%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)3397 @ 1' 1/2"7265 Passed (47%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)6790 @ 3' 5/16"13541 Passed (50%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.066 @ 3' 2 15/16"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.119 @ 3' 2 3/8"0.313 Passed (L/628)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.84"2154 2503 4657 None
2 - Trimmer - SPF 3.00"3.00"1.66"1701 2503 4204 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 6" o/c
Bottom Edge (Lu)6' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 9.7 --
1 - Uniform (PSF)0 to 6' 6"22'19.5 35.0 Snow
2 - Point (lb)1' 10"N/A 1000 -
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Stair Win Head 6'-0"
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 15 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3930 @ 1 1/2"7613 (3.00")Passed (52%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2670 @ 1' 1/2"7265 Passed (37%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)5905 @ 3' 3"13541 Passed (44%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.066 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.103 @ 3' 3"0.313 Passed (L/725)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.55"1428 2503 3931 None
2 - Trimmer - SPF 3.00"3.00"1.55"1428 2503 3931 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6' 6" o/c
Bottom Edge (Lu)6' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 6' 6"N/A 9.7 --
1 - Uniform (PSF)0 to 6' 6"22'19.5 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Entry Dr Head 6'-0"
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 16 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)7053 @ 1 1/2"11419 (3.00")Passed (62%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)5972 @ 1' 5"16060 Passed (37%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)31742 @ 9' 3"41846 Passed (76%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.503 @ 9' 3"0.608 Passed (L/436)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.842 @ 9' 3"0.913 Passed (L/260)--1.0 D + 1.0 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.85"2844 4209 7053 None
2 - Trimmer - SPF 3.00"3.00"1.85"2844 4209 7053 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 8" o/c
Bottom Edge (Lu)18' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 18' 6"N/A 21.5 --
1 - Uniform (PSF)0 to 18' 6"13'22.0 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Main Garage OH Dr Head 18'-0"
3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 17 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1323 @ 3' 6"7650 (6.00")Passed (17%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)352 @ 2' 5 3/4"2872 Passed (12%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-421 @ 3' 6"3946 Passed (11%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.001 @ 8' 9 5/16"0.112 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.002 @ 1' 8 1/2"0.169 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"1.50"191 327 518 None
2 - Trimmer - SPF 6.00"6.00"1.50"494 829 1323 None
3 - Trimmer - SPF 6.00"6.00"1.50"494 829 1323 None
4 - Trimmer - SPF 3.00"3.00"1.50"191 327 518 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)10' 6" o/c
Bottom Edge (Lu)10' 6" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 10' 6"N/A 7.0 --
1 - Uniform (PSF)0 to 10' 6"2' 6"22.0 35.0 Snow
2 - Uniform (PSF)0 to 10' 6"3' 6"19.5 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Main Garage Win Head 10'-0"
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 18 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)542 @ 3' 3"3825 (3.00")Passed (14%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)158 @ 2' 4 1/4"2872 Passed (5%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-164 @ 3' 3"3946 Passed (4%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.001 @ 8' 2 1/2"0.108 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.001 @ 8' 2 11/16"0.162 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"78 121 199 None
2 - Trimmer - SPF 3.00"3.00"1.50"215 327 542 None
3 - Trimmer - SPF 3.00"3.00"1.50"215 327 542 None
4 - Trimmer - SPF 1.50"1.50"1.50"78 121 199 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)9' 9" o/c
Bottom Edge (Lu)9' 9" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 9' 9"N/A 7.0 --
1 - Uniform (PSF)0 to 9' 9"2' 6"21.2 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Owner Bed Win Head 9'-6"
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 19 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)8171 @ 1 1/2"11419 (3.00")Passed (72%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)6789 @ 1' 5"16060 Passed (42%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)33202 @ 8' 4 1/2"41846 Passed (79%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.458 @ 8' 4 1/2"0.550 Passed (L/432)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.730 @ 8' 4 1/2"0.825 Passed (L/271)--1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Column - SPF 3.00"3.00"2.15"3041 5130 8171 Blocking
2 - Column - SPF 5.50"5.50"2.20"3117 5257 8374 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' 11" o/c
Bottom Edge (Lu)17' o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 11 1/2"N/A 21.5 --
1 - Uniform (PSF)0 to 16' 11 1/2" (Front)11'19.5 35.0 Snow
2 - Uniform (PSF)0 to 16' 11 1/2" (Back)6' 6"19.5 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Main Level, Living/Foyer Drop Beam 16'-3"
3 piece(s) 1 3/4" x 14" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 20 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3442 @ 8' 5 1/2"13956 (5.50")Passed (25%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)1438 @ 17' 11 3/4"7265 Passed (20%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-2652 @ 8' 5 1/2"13541 Passed (20%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.038 @ 4' 1 9/16"0.271 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.053 @ 4' 15/16"0.406 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"1.50"427 925 1352 Blocking
2 - Column - SPF 5.50"5.50"1.50"1103 2339 3442 Blocking
3 - Column - SPF 5.50"5.50"1.50"1103 2339 3442 Blocking
4 - Stud wall - SPF 5.50"5.50"1.50"427 925 1352 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)25' 5" o/c
Bottom Edge (Lu)25' 5" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 25' 5"N/A 9.7 --
1 - Uniform (PSF)0 to 25' 5" (Top)7'15.8 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Front Porch, Screen Deck & Rear Stoop, Front Porch Beam 24'-4"
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 21 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4049 @ 5' 5 1/2"13956 (5.50")Passed (29%)--1.0 D + 1.0 S (Adj Spans)
Shear (lbs)1439 @ 6' 5 3/4"7265 Passed (20%)1.15 1.0 D + 1.0 S (Adj Spans)
Moment (Ft-lbs)-2209 @ 5' 5 1/2"13541 Passed (16%)1.15 1.0 D + 1.0 S (Adj Spans)
Live Load Defl. (in)0.017 @ 8' 8 11/16"0.217 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.026 @ 8' 8 15/16"0.325 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Stud wall - SPF 5.50"5.50"1.50"531 891 1422 Blocking
2 - Column - SPF 5.50"5.50"1.60"1583 2466 4049 Blocking
3 - Column - SPF 5.50"5.50"1.50"1462 2309 3771 Blocking
4 - Column - SPF 5.50"5.50"1.50"441 777 1218 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)16' 8" o/c
Bottom Edge (Lu)16' 8" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 8 1/4"N/A 9.7 --
1 - Uniform (PSF)0 to 16' 8 1/4" (Top)10' 6"22.0 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Front Porch, Screen Deck & Rear Stoop, Screen Deck Left Beam 16'-0"
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 22 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4955 @ 8' 3"13956 (5.50")Passed (36%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)2238 @ 7' 2 3/4"7265 Passed (31%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)-3576 @ 8' 3"13541 Passed (26%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.047 @ 3' 11 9/16"0.264 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
Total Load Defl. (in)0.078 @ 3' 11 7/16"0.396 Passed (L/999+)--1.0 D + 1.0 S (Alt Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Column - SPF 5.50"5.50"1.50"854 1318 2172 Blocking
2 - Column - SPF 5.50"5.50"1.95"1961 2994 4955 Blocking
3 - Stud wall - SPF 5.50"5.50"1.50"163 506/-132 669/-
132 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)12' 5" o/c
Bottom Edge (Lu)12' 5" o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 12' 4 1/2"N/A 9.7 --
1 - Uniform (PSF)0 to 12' 4 1/2" (Top)10' 6"22.0 35.0 Snow
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Front Porch, Screen Deck & Rear Stoop, Screen Deck Right Beam 12'-0"
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 23 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4231 @ 16' 8"13956 (5.50")Passed (30%)--1.0 D + 1.0 S (All Spans)
Shear (lbs)1756 @ 1' 3"7265 Passed (24%)1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft-lbs)8077 @ 8' 6"13541 Passed (60%)1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)0.290 @ 8' 6"0.544 Passed (L/675)--1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)0.803 @ 8' 6"0.817 Passed (L/244)--1.0 D + 1.0 S (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Column - SPF 5.50"5.50"1.50"1756 1521 3277 Blocking
2 - Column - SPF 5.50"5.50"1.67"2169 2062 4231 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)14' 4" o/c
Bottom Edge (Lu)17' o/c
Dead Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.15)Comments
0 - Self Weight (PLF)0 to 17'N/A 9.7 --
1 - Uniform (PSF)0 to 17' (Top)2' 6"22.0 35.0 Snow
2 - Uniform (PSF)0 to 17' (Front)1'90.0 -Wall Load 9'-0"
3 - Point (lb)0 (Front)N/A 441 777
Linked from: Screen
Deck Left Beam 16'-
0", Support 4
4 - Point (lb)17' (Top)N/A 854 1318
Linked from: Screen
Deck Right Beam
12'-0", Support 1
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Front Porch, Screen Deck & Rear Stoop, Screen Deck Rear Beam 17'-0"
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 24 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1364 @ 4"8181 (5.50")Passed (17%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1033 @ 1' 3"6318 Passed (16%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)3071 @ 5' 1 3/4"11775 Passed (26%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.077 @ 5' 1 3/4"0.321 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.113 @ 5' 1 3/4"0.481 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Stud wall - SPF 5.50"5.50"1.50"438 926 1364 Blocking
2 - Column - SPF 5.50"5.50"1.50"438 926 1364 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)10' 4" o/c
Bottom Edge (Lu)10' 4" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 10' 3 1/2"N/A 9.7 --
1 - Uniform (PSF)0 to 10' 3 1/2" (Top)4' 6"16.8 40.0 Floor
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Front Porch, Screen Deck & Rear Stoop, Stoop Beam 9'-10"
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 25 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1892 @ 6' 7 1/2"13956 (5.50")Passed (14%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)338 @ 1' 3"6318 Passed (5%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)750 @ 3' 5 3/4"11775 Passed (6%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.009 @ 3' 5 3/4"0.210 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.013 @ 3' 5 3/4"0.315 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Stud wall - SPF 5.50"5.50"1.50"180 348 528 Blocking
2 - Column - SPF 5.50"5.50"1.50"618 1274 1892 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)7' o/c
Bottom Edge (Lu)7' o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 6' 11 1/2"N/A 9.7 --
1 - Uniform (PSF)0 to 6' 11 1/2" (Top)2' 6"16.8 40.0 Floor
2 - Point (lb)6' 11 1/2" (Top)N/A 438 926
Linked from: Stoop
Beam 9'-10",
Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Front Porch, Screen Deck & Rear Stoop, Stoop Beam 6'-6"
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 26 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1068 @ 0 1913 (1.50")Passed (56%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)755 @ 4' 7 1/4"2872 Passed (26%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)872 @ 2' 9 13/16"3431 Passed (25%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.008 @ 2' 9 5/16"0.183 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.021 @ 2' 9 1/4"0.275 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"620 176 420 1216 None
2 - Trimmer - SPF 1.50"1.50"1.50"595 176 384 1155 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 6" o/c
Bottom Edge (Lu)5' 6" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 ----
1 - Uniform (PSF)0 to 5' 6"1' 7 3/16"15.0 40.0 -Floor
2 - Uniform (PSF)0 to 5' 6"1'90.0 --Wall Load 9'-0"
3 - Point (lb)6"N/A 275 -402
Linked from: Dining
Win Head 11'-6",
Support 2
4 - Point (lb)4' 9"N/A 275 -402
Linked from: Dining
Win Head 11'-6",
Support 3
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bed #3 Win Head 5'-3"
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 27 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)9467 @ 1 1/2"11419 (3.00")Passed (83%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)7315 @ 1' 1/2"8529 Passed (86%)0.90 1.0 D (All Spans)
Moment (Ft-lbs)10806 @ 1' 7"15896 Passed (68%)0.90 1.0 D (All Spans)
Live Load Defl. (in)0.020 @ 2' 10 7/16"0.183 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (All Spans)
Total Load Defl. (in)0.105 @ 2' 8 3/8"0.275 Passed (L/630)--1.0 D + 0.75 L + 0.75 S (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Trimmer - SPF 3.00"3.00"2.49"7839 863 1308 10010 None
2 - Trimmer - SPF 3.00"3.00"1.50"3753 863 1308 5924 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)5' 9" o/c
Bottom Edge (Lu)5' 9" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 5' 9"N/A 14.5 ----
1 - Uniform (PSF)0 to 5' 9"7' 6"15.0 40.0 -Floor
2 - Uniform (PSF)0 to 5' 9"1'90.0 --Wall Load 9'-0"
3 - Uniform (PSF)0 to 5' 9"13'22.0 -35.0 Snow
4 - Point (lb)1' 7"N/A 8700 --
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bed #2 Win Head 5'-3"
3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 28 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)16787 @ 15' 1/4"19346 (5.50")Passed (87%)--1.0 D + 1.0 L (Adj Spans)
Shear (lbs)9590 @ 16' 1/2"9476 Passed (101%)1.00 1.0 D + 1.0 L (Adj Spans)
Moment (Ft-lbs)15786 @ 18' 1"17662 Passed (89%)1.00 1.0 D + 1.0 L (Alt Spans)
Live Load Defl. (in)0.111 @ 10' 2 1/4"0.247 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)0.219 @ 18' 10 5/16"0.376 Passed (L/412)--1.0 D + 1.0 L (Alt Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•-213 lbs uplift at support located at 6 1/2". Strapping or other restraint may be required.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Plate on concrete - SPF 8.00"8.00"1.50"847 2140/-1059 2987/-
1059 Blocking
2 - Stud wall - SPF 5.50"5.50"3.61"1274 6772 8046 None
3 - Stud wall - LSL 5.50"5.50"4.77"9297 7491 16788 None
4 - Stud wall - SPF 5.50"5.50"2.77"3463 2722/-497 6185/-
497 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)10' 10" o/c
Bottom Edge (Lu)14' 1" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 22' 10 1/2"N/A 14.5 --
1 - Uniform (PSF)0 to 22' 10 1/2" (Front)8'15.0 40.0 Floor
2 - Uniform (PSF)0 to 22' 10 1/2" (Back)10' 6"15.0 40.0 Floor
3 - Point (lb)18' 1" (Top)N/A 8200 -
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Golf Rm Beam 21'-10"
3 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 29 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3504 @ 4"8181 (5.50")Passed (43%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2611 @ 1' 5 3/8"7897 Passed (33%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)9053 @ 6' 4"17848 Passed (51%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.211 @ 6' 7 1/2"0.319 Passed (L/724)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.299 @ 6' 7 1/2"0.637 Passed (L/512)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Stud wall - SPF 5.50"5.50"2.36"1015 2489 3504 Blocking
2 - Plate on concrete - SPF 8.00"8.00"1.95"851 2046 2897 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)13' 8" o/c
Bottom Edge (Lu)13' 8" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 13' 7 1/2"N/A 12.1 --
1 - Uniform (PSF)0 to 13' 7 1/2" (Front)7'15.0 40.0 Floor
2 - Uniform (PSF)0 to 4' 6" (Back)4'15.0 40.0 Floor
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Staircase Flush Beam 12'-6"
2 piece(s) 1 3/4" x 11 7/8" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 30 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3613 @ 0 3806 (1.50")Passed (95%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)2810 @ 11"6318 Passed (44%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)7452 @ 4' 1 1/2"11775 Passed (63%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.150 @ 4' 1 1/2"0.275 Passed (L/661)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.208 @ 4' 1 1/2"0.412 Passed (L/475)--1.0 D + 1.0 L (All Spans)
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Trimmer - SPF 1.50"1.50"1.50"1015 2599 3614 None
2 - Trimmer - SPF 1.50"1.50"1.50"1015 2599 3614 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 3" o/c
Bottom Edge (Lu)8' 3" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 8' 3"N/A 9.7 --
1 - Uniform (PSF)0 to 8' 3"4' 3"15.0 40.0 Floor
2 - Uniform (PSF)0 to 8' 3"11' 6"15.0 40.0 Floor
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Exercise Dr Head 8'-0"
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 31 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1850 @ 2"5206 (3.50")Passed (36%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)975 @ 1' 1"6318 Passed (15%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)1823 @ 2' 3 1/2"11775 Passed (15%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.013 @ 2' 3 1/2"0.106 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.018 @ 2' 3 1/2"0.213 Passed (L/999+)--1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/480) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"521 1329 1850 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"521 1329 1850 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)4' 7" o/c
Bottom Edge (Lu)4' 7" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 4' 7"N/A 9.7 --
1 - Uniform (PSF)0 to 4' 7" (Front)7'15.0 40.0 Floor
2 - Uniform (PSF)0 to 4' 7" (Back)7' 6"15.0 40.0 Floor
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Lower Level, Bed #2 Flush Beam 4'-0"
2 piece(s) 1 3/4" x 9 1/2" 2.0E Microllam® LVL
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 32 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)3432 @ 8' 5 1/2"7013 (5.50")Passed (49%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1381 @ 9' 5 1/2"2498 Passed (55%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)-2795 @ 8' 5 1/2"3431 Passed (81%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.061 @ 12' 8 15/16"0.272 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)0.075 @ 12' 10"0.408 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Accessories
1 - Column - SPF 5.50"5.50"1.50"327 933/-123 1260/-
123 Blocking
2 - Column - SPF 5.50"5.50"2.69"988 2444 3432 Blocking
3 - Column - SPF 5.50"5.50"1.50"330 937/-121 1267/-
121 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)17' o/c
Bottom Edge (Lu)11' 2" o/c
Dead Floor Live
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)Comments
0 - Self Weight (PLF)0 to 16' 11 1/2"N/A 7.0 --
1 - Uniform (PSF)0 to 16' 11 1/2" (Top)6'15.0 40.0 Floor
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Screen Deck & Deck Frame, Main Deck Beam 16'-6"
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 33 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6867 @ 6'10519 (5.50")Passed (65%)--1.0 D + 0.75 L + 0.75 S (All Spans)
Shear (lbs)4333 @ 7'4308 Passed (101%)1.15 1.0 D + 0.75 L + 0.75 S (All Spans)
Moment (Ft-lbs)5465 @ 8' 3"5919 Passed (92%)1.15 1.0 D + 0.75 L + 0.75 S (Alt Spans)
Live Load Defl. (in)0.043 @ 9' 7/8"0.204 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
Total Load Defl. (in)0.072 @ 9' 7/8"0.306 Passed (L/999+)--1.0 D + 0.75 L + 0.75 S (Alt Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Column - SPF 5.50"5.50"1.50"170 1112/-169 -319 1282/-
488 Blocking
2 - Column - SPF 5.50"5.50"3.59"2809 2902 2508 8219 Blocking
3 - Plate on concrete - SPF 8.00"8.00"1.50"984 1261/-124 805 3050/-
124 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 3" o/c
Bottom Edge (Lu)12' 8" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 12' 8"N/A 10.6 ----
1 - Uniform (PSF)0 to 12' 8" (Back)1' 4"15.0 40.0 -Floor
2 - Uniform (PSF)0 to 12' 8" (Front)8' 6"15.0 40.0 -Floor
3 - Point (lb)8' 3" (Top)N/A 1961 -2994
Linked from: Screen
Deck Right Beam
12'-0", Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Screen Deck & Deck Frame, Screen Deck Side Beam 12'-0"
3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 34 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)6258 @ 11' 3"7013 (5.50")Passed (89%)--1.0 D + 0.75 L + 0.75 S (Adj Spans)
Shear (lbs)1461 @ 5' 9"2498 Passed (58%)1.00 1.0 D + 1.0 L (Adj Spans)
Moment (Ft-lbs)-2125 @ 11' 3"3431 Passed (62%)1.00 1.0 D + 1.0 L (Adj Spans)
Live Load Defl. (in)0.028 @ 8' 3/16"0.217 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
Total Load Defl. (in)0.035 @ 8' 1 1/16"0.325 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans)
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Column - SPF 5.50"5.50"1.50"266 813/-233 67 1146/-
233 Blocking
2 - Column - SPF 5.50"5.50"4.76"2426 2493 2360 7279 Blocking
3 - Column - SPF 5.50"5.50"4.91"2514 2556 2437 7507 Blocking
4 - Plate on concrete - SPF 8.00"8.00"1.50"261 937/-199 -56 1198/-
255 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)16' 8" o/c
Bottom Edge (Lu)16' 7" o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 16' 8"N/A 7.0 ----
1 - Uniform (PSF)0 to 16' 8" (Front)8' 6"15.0 40.0 -Floor
2 - Uniform (PSF)5' to 11' (Back)2'15.0 40.0 -Floor
3 - Point (lb)4' 6" (Top)N/A 1462 -2309
Linked from: Screen
Deck Left Beam 16'-
0", Support 3
4 - Point (lb)11' (Top)N/A 1583 -2466
Linked from: Screen
Deck Left Beam 16'-
0", Support 2
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Screen Deck & Deck Frame, Screen Deck Side Beam 16'-0"
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 35 / 37
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) [Group]
Member Reaction (lbs)5755 @ 16' 8"7013 (5.50")Passed (82%)--1.0 D + 0.75 L + 0.75 S (Alt Spans) [1]
Shear (lbs)330 @ 9' 6"2498 Passed (13%)1.00 1.0 D + 1.0 L (All Spans) [1]
Moment (Ft-lbs)-670 @ 8' 6"3431 Passed (20%)1.00 1.0 D + 1.0 L (All Spans) [1]
Live Load Defl. (in)0.014 @ 4' 2 9/16"0.272 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) [1]
Total Load Defl. (in)0.018 @ 4' 1 5/16"0.408 Passed (L/999+)--1.0 D + 1.0 L (Alt Spans) [1]
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (L/240).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Snow Total Accessories
1 - Column - SPF 5.50"5.50"3.19"2114 1021/-52 1588 4723/-
52 Blocking
2 - Column - SPF 5.50"5.50"1.50"276 544 -820 Blocking
3 - Column - SPF 5.50"5.50"4.51"2758 2253/-111 1743 6754/-
111 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)17' o/c
Bottom Edge (Lu)17' o/c
Dead Floor Live Snow
Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(1.15)Comments
0 - Self Weight (PLF)0 to 17'N/A 7.0 ----
1 - Uniform (PSF)0 to 17' (Front)1' 4"15.0 40.0 -Floor
2 - Point (lb)0 (Top)N/A 266 813/-233 67
Linked from: Screen
Deck Side Beam
16'-0", Support 1
3 - Point (lb)17' (Top)N/A 170 1112/-169 -319
Linked from: Screen
Deck Side Beam
12'-0", Support 1
4 - Point (lb)17' (Top)N/A 327 933/-123 -
Linked from: Main
Deck Beam 16'-6",
Support 1
5 - Point (lb)0 (Top)N/A 1756 -1521
Linked from: Screen
Deck Rear Beam
17'-0", Support 1
6 - Point (lb)17' (Top)N/A 2169 -2062
Linked from: Screen
Deck Rear Beam
17'-0", Support 2
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Screen Deck & Deck Frame, Screen Deck Main Beam 17'-0"
2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 36 / 37
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
ForteWEB Software Operator Job Notes 1/13/2021 9:21:23 PM UTCRyan Jongeling
The Design Connection
(507) 286-7869
projects@thedesignconnection.net
ForteWEB v3.1, Engine: V8.1.5.1, Data: V8.0.1.0
File Name: 20352 Combs 20.11.20 Structure
Page 37 / 37
Created usingPlan Analyst softwareby Ben Weese and Associateswww.PlanAnalyst.comThe Design Connection1647 16th Ave NW, Suite BRochester, MN 55901(507) 286-7869Beam ID:Comb Steel Beam 17'-10"Min bearing =.0 in Min Bearing =.0 in1 - W12x26 36ksi Steel740plf LL277.5plf DL0 pounds LL8200 pounds DL17'-10"23'-00" 5'-02"13'-01"ReactionLL =6598.3 lbsDL =4658.5 lbsTL =11256.8 lbsReactionLL =6598.3 lbsDL =8490.3 lbsTL =15088.6 lbsBased on the 2018 IBC/IRC and NDS-12Based on top edge having continuous lateral support.Increase in allowable for duration of load =0%BENDINGALLOWED = 801600.1 inch/lbsACTUAL = 747053.6 inch/lbsBending ratio = 93.2% of the allowableBending OKDEFLECTION:L/180 = 1.1889L/240 = .8917L/360 = .5944L/480 = .4458Total Load Deflection = .5746" - L/372Live Load Deflection = .2854" - L/750Deflection OK for floors and roofs
Created usingPlan Analyst softwareby Ben Weese and Associateswww.PlanAnalyst.comThe Design Connection1647 16th Ave NW, Suite BRochester, MN 55901(507) 286-7869Beam ID:Comb Steel Beam 23'-0"Min bearing =.0 in Min Bearing =.0 in1 - W14x34 36ksi Steel740plf LL277.5plf DL0 pounds LL8200 pounds DL23'-00"23'-00" 5'-02"18'-01"ReactionLL =8510 lbsDL =4944.1 lbsTL =13454.2 lbsReactionLL =8510 lbsDL =9638.4 lbsTL =18148.4 lbsBased on the 2018 IBC/IRC and NDS-12Based on top edge having continuous lateral support.Increase in allowable for duration of load =0%BENDINGALLOWED = 1166400 inch/lbsACTUAL = 1067176 inch/lbsBending ratio = 91.5% of the allowableBending OKDEFLECTION:L/180 = 1.5333L/240 = 1.15L/360 = .7667L/480 = .575Total Load Deflection = .8534" - L/323Live Load Deflection = .4737" - L/583Deflection OK for floors and roofs
01/14/21 X
KP