HomeMy WebLinkAboutLA162981 - 19443 Iteri Ave Permit PackRESIDENTIAL BUILDING
PERMIT APPLICATION
CITY OF LAKEVILLE
BUILDING INSPECTIONS DEPARTMENT
20195 HOLYOKE AVENUE
LAKEVILLE, MN 55044
952-985-4440
Office Use Only
__________________
Permit Number
___________________
Received By
___________________
Date Received
___________________
Fee Total
SITE ADDRESS:
MAILING ADDRESS: CITY: STATE: ZIP:
JOB DESCRIPTION:__________________________________ MASTER PLAN: (Number or Address)____________________
LIST OTHER STRUCTURES ON PROPERTY:_______________________________________________________________
ESTIMATED VALUATION: PROPOSED START DATE: END DATE:
(New Residential Only): LEGAL DESCRIPTION: LOT: _____ BLOCK: _____ SUBDIVISION:
APPLICANT IS: RESIDENT OWNER CONTRACTOR EMAIL
NEW MODEL HOME: YES NO (IF YES – ADMINISTRATIVE PERMIT REQUIRED)
PLEASE FILL OUT THE FOLLOWING COMPLETELY (All Contractor information must be as listed on State License)
RESIDENT OWNER
NAME:_______________________________________________________________________________
HOME PHONE #:_____________________________ CELL PHONE:___________________________
GENERAL CONTRACTOR
Homeowner
Contractor
CONTRACTOR:_______________________________________________________________________
LICENSE #:BC______________ LEAD CERTIFICATE#_______________ (PRE 1978 STRUCTURE)
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
PLUMBING WORK
Homeowner
Contractor
CONTRACTOR:__________________________________________LICENSE #: PM______________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
MECHANICAL WORK
Homeowner
Contractor
CONTRACTOR:________________________________________ _______________________________
OFFICE PHONE #:_____________________________ CELL PHONE:___________________________
ADDRESS:____________________________ CITY:________________ ST:______ ZIP:____________
BOND #:_______________________________________ EXPIRATION DATE____________________
SEWER/WATER CONTRACTOR
New Construction Only
NAME:________________________________________________ ______________________________
HOME PHONE _____________________________ CELL PHONE:______________________________
BOND #:_______________________________________ EXPIRATION DATE____________________
INTEREST EARNINGS ON THE ESCROW ACCOUNTS, IF ANY, ARE RETAINED BY THE CITY TO OFFSET THE
ADMINISTRATIVE COSTS ASSOCIATED WITH PROCESSING THE ESCROW APPLICATION AND REFUND. I HEREBY
APPLY FOR A BUILDING PERMIT AND I ACKNOWLEDGE THAT THE INFORMATION ABOVE IS COMPLETE AND
ACCURATE; THAT THE WORK WILL BE IN CONFORMANCE WITH THE ORDINANCES AND CODES OF THE CITY AND
WITH THE STATE BUILDING CODE, THAT I UNDERSTAND THIS IS NOT A PERMIT AND WORK IS NOT TO START
WITHOUT A PERMIT AND THAT THE WORK WILL BE IN ACCORDANCE WITH THE APPROVED PLAN.
NAME OF APPLICANT (Please Print)DATE
APPLICANT’S SIGNATURE:
www.lakevillemn.gov
RESIDENTIAL BUILDING PERMIT APPLICATION
PAGE 2
OFFICE USE ONLY
BUILDING PERMIT TYPE REQUIRED INSPECTIONS
SINGLE FAMILY DWELLING BUILDING
DUPLEX AS BUILT
TOWNHOUSE UNITS BUILDING FINAL
DETACHED TOWN HOUSE UNIT DECK FOOTING
CONDO FIREPLACE
ACESSORY BUILDING FOOTING
REROOF FOUNDATION
RESIDE FRAMING
PORCH FRAMING
GARAGES
INSULATION
RES ADDN/REPAIR/RMDL
DECK
PORCH
GARAGES LATH
LOWER LEVEL FINISH LOWER LEVEL FINAL
ADDITION OTHER
FOUNDATION ONLY PORCH FOOTING
MISCELLANEOUS POURED WALL
DEMO SEPTIC TANK REMOVAL
MOVED SITE
MECHANICAL
CITY BUILDING VALUATION: $AIR TEST
FINAL
BUILDING PERMIT FEES ROUGH-IN
$PERMIT FEE PLUMBING
$PLAN CHECK FINAL
$SURCHARGE ROUGH-IN
$METRO SAC METER SIZE
$CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE
$CITY SEWER HOOKUP UNIT SEWER/WATER
$LANDSCAPE ESCROW SEWER/WATER
$TREE ESCROW FINAL
$MISC ESCROW STREET DRAINTILE
$PLUMBING BUILDING INFORMATION
$MECHANICAL TYPE OF CONSTRUCTION
$SEWER WATER ZONING
$OTHER CODE EDITION
$TOTAL FIRE SUPPRESSION SYSTEM
OCCUPANCY GROUP
APPROVED BY:
BUILDING INSPECTOR: Date:
PLUMBING/MECHANICAL
INSPECTOR: Date:
COMMENTS:
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 2018. Do not replicate with out permission (952)428 - 8200. David Charlez Design retains rights to all plans and detail shown.
5 /2 4 /2 0 1 8 1 0 :5 3 :3 2
A M
00
T i t l e
S D C - W i k s t r o m
R e s i d e n c e - C D - R e v 1 - L M C
W i k s t r o m R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
4 .0 2 .2 0 1 8
S M
L a k e v i l l e , M N
W I K S T R O M R E S I D E N C E
LAKEVILLE, MINNESOTA
Concept Approval
ONLY
Subject to Field Inspection
Inspector Date
2015
MN Bldg
Code
07/20/2018dmathews
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
Roof Peak
1082' - 3 3/8"
L o w e r L e v e l W i n d o w H e i g h t
7 ' - 6 "
U p p e r L e v e l W i n d o w H e i g h t
8 ' - 0 "
M a i n L e v e l W i n d o w H e i g h t
9 ' - 0 "
1 2 ' - 4 1 /8 "
9 ' - 1 1 /8 "
1 ' - 6 3 /4 "
1 0 ' - 1 1 /8 "
1 ' - 8 1 /4 "
9 ' - 0 "
DBL 5/4" x 4" OVER
5/4" x 10" TRIM
A
A
A
A
A
B
B B
B
C
C
C
C
D
5/4" x 4" TRIM
2 1/4" STONE CAP
2 1/4"
STONE
CAP
2 1/4" STONE CAP
4" STONE LINTEL
4" STONE LINTEL
A 5/4" x 8" TRIM
5/4" x 8" TRIM
4 3 "
51"
36"
1 1 1 /2 "
6 3/4"
7 8 "
1 7 1 /8 "
2 6 3 /8 "
36" 6 3/4"
4/4" x 8" TRIM
5/4" x 12" TRIM
2 1/4"
STONE CAP
2)12" DIA. x 24" H
CHIMNEY CAPS
5/4" x 4" TRIM
COPPER GUTTERS
3
01 PORTICO DETAIL
C
3
07 BOX WINDOW DETAIL
COPPER GUTTERS
w/CONDUCTOR HEAD
COPPER GUTTERS
DBL 5/4" x 4" OVER
5/4" x 10" TRIM
2 1/4"
STONE
CAP
B
C
D
D
D
D
D
D
A
DBL 5/4" x 4" OVER
5/4" x 10" TRIM
A
4/4" x 12" SKIRT BOARD
12" x 42"
LOUVERED
VENT @ 18'- 0"
FROM U.L.
COPPER GUTTERS
2 1/4"
STONE
CAP
A
3 ' - 6 "
FINISHED
32"
2 4 "
3 ' - 6 "
FACE OF CONC
24"
2 4 5 /8 "7 1 /4 "
2 "
1 8 "
9 ' - 7 1 /4 "
1 1 ' - 7 7 /8 "5 1/2"
1 1/2"
9 1 /4 "
FRAMING
23 1/2"
FINISHED
26 1/2"
9 ' - 7 1 /4 "
1 3 1 /2 "
1 1 1 /8 "
5 "
1 0 ' - 0 1 /4 "
4 1 /4 "
HAND FRAME CLG.
1 1 ' - 7 7 /8 "
FRONT/SIDE PORTICO FLAT ROOF:
SELF - BITUMINOUS MEMBRANE w/ 3" END OVERLAP
EXTEND MEMBRANE 12" - 18" ABOVE ABUDDING CANT STRIP
3/4" OSB SHEATHING w/STEEL CLIPS
2x4'S SLOPED @ 1/4" / 12" @ 16" O.C. (PER MFG. SPEC.)
2x10 JOISTS @ 16" O.C.
COMPOSITE TRIM AND CROWN
01
4
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
BEAM PER
MFG SPEC
2X10 JOISTS @ 16" O.C.
2x10 BEAM PER MFG SPEC. FLUSH
2x4 BOX FRAMING FOR
PORTICO COLUMNS
3/4" PLYWOOD SHEATHING
2x4 RIPPED TO 1/4:12 SLOPE
4/4 HARDIE
PANELS
SMOOTH
7 1 /4 "
7 1/4"
CROWN
MOLDING
C R O W N
M O L D I N G
2 "
2"
2x2 COLLAR
TRIM
E.P.D.M. OVER 3/4"
PLYWOOD SHEATHING
FLASHING
CANT STRIP
2 x 1 0 S O F F I T
1 1 1 /8 "
9 1 /4 "
2 4 5 /8 "
4 1 /4 "
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 2018. Do not replicate with out permission (952)428 - 8200. David Charlez Design retains rights to all plans and detail shown.
5 /2 4 /2 0 1 8 1 0 :5 3 :5 4
A M
01
F r o n t & R e a r E l e v a t i o n s
S D C - W i k s t r o m
R e s i d e n c e - C D - R e v 1 - L M C
W i k s t r o m R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
4 .0 2 .2 0 1 8
S M
L a k e v i l l e , M N
TYPICAL EXTERIOR
MATERIALS
SQ FT BREAKDOWN
SEE FINAL PAGE FOR SQUARE FOOTAGE CALCULATIONS
ASPHALT SHINGLES W/
NATURAL SHADOW
ARCHITECTURAL GRADE
4" MASONRY BRICK (WHITE)
PER ELEVATION
4x8 COMPOSITE PANELS
(WHITE) PER ELEVATION
HARDIEPANEL SMOOTH
PER ELEVATION
4" EXPOSURE HARDIELAP
SIDING PER ELEVATION
INSTALL KICK OUT
FLASHING & TWO
MEMBRANE TAR PAPER
BACKING IN ALL STONE
AREAS
1X3 ON 1X8 COMPOSITE
FASCIA PER ELEVATION
COMPOSITE 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
D
A
1/4" = 1'- 0" 1 Front Elevation
1/4" = 1'- 0" 2 Rear Elevation
3/8" = 1'- 0" 3 Detail - Front Portico
1 1/2" = 1'- 0" 4 Detail - Crown & Trim
1-3/4" x 5-1/2"
timberstrand at 12"
o.c.
5-1/4" x 9-1/2" psl"
all headers are
5-1/2" x 5-1/2" glu-
lam
DBL 5/4" x 4" OVER 5/4" x 10" TRIM
5/4" x 4" TRIM
2 1/4" STONE CAP
4/4" x 12" SKIRT BD.
A
A
A
A
5/4" x 8" TRIM
5/4" x 8" TRIM
B
C
C
C
4/4" x 8" TRIM
5/4" x 12" TRIM
D
D
D
D
D
2 1/4"
STONE CAP
4 3 "
COPPER GUTTERS
COPPER GUTTERS
2 1/4"
STONE CAP
2 1/4" STONE CAP
A A A A A
B
B B
C
D
2 1/4"
STONE CAP
D
1848 FIXED
BEAM PER
MFG. SPEC. @
18'- 0" FROM
T.O.F.
B
D
D
C
B
36" 36"
1 1 1 /2 "
7 8 "
1 7 1 /8 "
2 6 3 /8 "
6 3/4" 6 3/4"
3
07 BOX WINDOW DETAIL
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 VENT
12:12
SLOPE
SADDLE
FLAT ROOF
1/4:12 SLOPE
CANT STRIP
COPPER
GUTTERS
42"
3 5 1 /2 "
CANT STRIP CANT STRIP
12"
1 2 "
12"
1 2 "
6"
6 "
3" 3 "
1 2 "
4 "
12"
12"
4 "
12"
12"
12"
4 "
12"
1 2 "
4"
1 0 " / 1 2 "
1 0 " / 1 2 "
1 0 " / 1 2 "
1 0 " / 1 2 "
18" / 12" 18" / 12"
1 0 " / 1 2 "
6 " / 1 2 "
18" / 12" 18" / 12" 18" / 12"
18" / 12"
1 0 " / 1 2 "
1 8 :1 2 S L O P E
FRONT/SIDE PORTICO FLAT ROOF:
SELF - BITUMINOUS MEMBRANE w/ 3" END OVERLAP
EXTEND MEMBRANE 12" - 18" ABOVE ABUDDING CANT STRIP
3/4" OSB SHEATHING w/STEEL CLIPS
2x4'S SLOPED @ 1/4" / 12" @ 16" O.C. (PER MFG. SPEC.)
2x10 JOISTS @ 16" O.C.
COMPOSITE TRIM AND CROWN
4"
4 "
COPPER
GUTTERS
C O P P E R
G U T T E R S
1 2 "
1 8 "
1 2 "
12"
1 5 " / 1 2 "
10" / 12" 10" / 12"
1 5 " / 1 2 "
1 5 " / 1 2 "
4"
1 8 "
5 " / 1 2 "
9 ' - 0 "
1 0 ' - 1 1 /8 "
3/4" STEEL THREADED ROD
1x4 BOARDS FLAT
3" SPACING
7' - 6"
3 "
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 2018. Do not replicate with out permission (952)428 - 8200. David Charlez Design retains rights to all plans and detail shown.
5 /2 4 /2 0 1 8 1 0 :5 4 :1 4
A M
02
L e f t & R i g h t E l e v a t i o n s
S D C - W i k s t r o m
R e s i d e n c e - C D - R e v 1 - L M C
W i k s t r o m R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
4 .0 2 .2 0 1 8
S M
L a k e v i l l e , M N
1/4" = 1'- 0" 1 Left Elevation
1/4" = 1'- 0" 2 Right Elevation 1/8" = 1'- 0" 4 Roof Plan
1/2" = 1'- 0" 3 Detail - Slat Wall 1-3/4" x 5=-1/2"
timberstrand at 12"
o.c.
all headers are
5-1/2" x 5-1/2" glu-
lam
5-1/4" x 9-1/2" psl back side of the
5-1/4" x 9-1/2" psl
used on front wall.
attach header to
that column
7' - 7" 6' - 9" 8' - 3" 6' - 9"
3 "
3"
6 ' - 0 "
6 ' - 0 "
6 ' - 4 "
6 ' - 2 "
2 ' - 6 "
1 4 ' - 8 "
1 3 ' - 8 "
1 2 ' - 0 "
1 6 ' - 0 "
4 ' - 0 "
5 5 ' - 4 "
2 0 ' - 0 "
8' - 0" 6' - 4" 7' - 8" 11' - 8" 10' - 4" 13' - 8"
5 ' - 0 "
1 2 ' - 0 "
57' - 8" 18' - 0"
M .O .
1 8 ' - 3 "
2 ' - 9 "
M .O .
1 8 ' - 3 "
1 ' - 8 1 /2 "
7 ' - 0 "
2 6 ' - 0 "
4 2 ' - 8 "
14' - 4" 13' - 0" 2' - 0" 16' - 0" 6' - 0" 24' - 4"
75' - 8"
2 ' - 9 "
8 ' - 3 "
7 ' - 9 "
1 0 ' - 0 "
5' - 8"
1 1 ' - 4 "
10"
1 0 "
10"
1 0 "
8"
8 "
10"
1 0 "
10"
1 0 "
10"
1 0 "
10"
1 2 "
12"
8"
8 "
8"
8"
8 "
14' - 6 3/4" 4' - 9" 4' - 9" 9' - 0 1/2" 7' - 11 1/2" 16' - 7 1/4"
7 ' - 0 1 /2 "
5 ' - 3 1 /4 "
6 ' - 3 "
2 ' - 4 1 /2 "
1 2 ' - 1 0 1 /2 "
9 ' - 6 1 /4 "
4' - 1 1/2" 5' - 4 1/2" 7' - 1 1/4"
1 9 ' - 1 1 /4 "
4 ' - 5 1 /2 "
6 ' - 7 1 /4 "
4 ' - 5 1 /2 "
5 ' - 9 1 /4 "
5' - 0 1/2" 4' - 5 1/2"
7"
6 ' - 5 "
5 ' - 6 1 /2 "
4 ' - 7 1 /2 "
4' - 0" 4' - 0"
2 ' - 0 1 /2 "
2' - 7 1/4"
SIMPSON METAL TIES:
END JOISTS TO BEAM - LUC21OZ
POST TO FOOTING - ABW66Z
POST TO BEAM - LPC6Z
MIDDLE JOISTS - LUS21OZ
DECK RIM TO HOUSE - 3/8"x5 - 1/2"
COATED LAG BOLTS & WASHERS
A.C. PAD
G A S & E L E C T R I C
S E R V I C E L O C A T I O N
MECHANICAL
ROOM
CONCRETE
- UNEXCAVATED -
36"x36"x12"
CONC. PAD
(TYPICAL)
2" SLAB LEDGE
2X6 BEARING WALL
NOTE:
SOLID BLOCK ALL
JOIST SPACES
FIRE CAULK ALL
PENETRATIONS IN
SOLID BLOCK
STAIR FOOTING:
12" SONO TUBE @ 42"
BELOW GRADE
GUEST RM
CARPET
WET BAR
FAMILY ROOM
CARPET
EXTERIOR THERMAL WALL:
2" RIGID INSULATION
SYSTEM (R - 10) APPLIED TO
EXTERIOR
PROVIDE FLASHING
LOOKOUT WALL:
2X6 STUDS @ 16" O.C.
3'- 6"x8" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
GARAGE FND WALL:
4'- 6"/3'- 6"x8" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
DECK COLUMNS:
3/4" COMPOSITE WRAP
10x10 TRD. POST ON
18" SONO TUBE @ 42"
BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
2 x 1 0 J O I S T S
@ 1 6 " O .C .
2" SLAB LEDGE
2 " S L A B L E D G E
2 " S L A B L E D G E
A N K L E W A L L w /R A I L I N G
STAIRS
CARPET
PROJECT RM
OPTIONAL FINISH
SMOKE
DET.
SMOKE
DET.
SMOKE
DET.
SD/CO
SD/CO
FAN
4 8 " V A N I T Y
34"x60"
FBRGLS
SHOWER LINEN
BATH
TILE
28"x80"
DOOR
28"x80"
DOOR
3 0 "x 8 0 "
D O O R
L.O.
exercise rm
RUBBER TILES
96" x 96" C.O. 3 6 "x 8 0 "D O O R 3 0 "x 8 0 "D O O R 3 6 "x 8 0 "
D O O R
36"x80"
DOOR
B.P.M.S
3 6 "x 8 0 "D O O R R &S
4 8 "x 8 0 "
D B L . D R .
CUBE STORAGE
SNK
UPPERS
U.C.
REFRIG
STORAGE RM
CONCRETE
FD
WH FURN
SUMP w/
SEALED
COVER
2X6 BEARING WALL
2 X 6 W A L L
2 X 6 B E A R I N G W A L L2X6 W A L L
2 X 6 B R G W A L L
L .O .
L .O .
L.O.
BEAM PER MFG.
SPEC FLUSH
DIMENSIONS ARE TO EDGE OF CONCRETE AND
EDGE OF FRAMING
FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.
FLOOR SYSTEM DESIGNER VERIFY SPACING AND
ADJUST AS ALLOWED BY SPANS
CEILING HEIGHT @ 8'- 10" UNLESS NOTED
SET WINDOW HDRS @ 90" FROM CONCRETE FLOOR
UNLESS NOTED
NOTE:
LOOKOUT WALL:
2X6 STUDS @ 16" O.C.
3'- 6"x8" POURED CONCRETE
FOUNDATION ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
MAIN FND WALL:
9'- 0"x8" POURED CONC.
FOUNDATION ON
20"X8" CONCRETE FOOTING
REBAR PER CODE
INTERIOR THERMAL WALL:
(UNEXPOSED WALLS ONLY)
1" AIRSPACE
2x4 STUDS @ 16" O.C.
2x4 TRD. PLATE
1/2" GYP BD.
INTERIOR BEARING WALLS:
4X6 TREATED WOOD
16"X8" FOOTING (TYPICAL)
INTERIOR THERMAL WALL:
(EXPOSED WALLS ONLY)
1" RIGID INSULATION (R - 5)
2x4 STUDS @ 16" O.C.
2x4 TRD. PLATE
1/2" GYP BD.
I N T E R I O R B E A R I N G W A L L S :
4 X 6 T R E A T E D W O O D
1 6 "X 8 " F O O T I N G (T Y P I C A L )
BEAM PER MFG.
SPEC DROPPED
STAIRCASE
TO GRADE
SILCOCK
2)3648 CSMT
BEAM PER
MFG. SPEC.
6048 FIXED
BEAM PER
MFG. SPEC.
3" 3"
36"x36"x12"
CONC. PAD
(TYPICAL)
36"x36"x12"
CONC. PAD
(TYPICAL)
36"x36"x12"
CONC. PAD
(TYPICAL)
36"x36"x12"
CONC. PAD
(TYPICAL)
S L I M L I N E G A S
F I R E P L A C E
P E R M F G . S P E C S .
UP
3
06
3
08
2
07
5
06
1
07
2
05
3
01
4
09
4
06
5
08
BEAM PER MFG.
SPEC FLUSH
22"
1 2 "
2
08
2)3648 CSMT
BEAM PER
MFG. SPEC.
2 )3 6 4 8 C S M T
B E A M P E R
M F G . S P E C .
4 " B R I C K L E D G E
4" BRICK LEDGE
4" BRICK LEDGE
4" BRICK LEDGE
4 " B R I C K L E D G E
4 " B R I C K L E D G E 4" BRICK LEDGE
4" BRICK LEDGE
4 " B R I C K L E D G E
4" BRICK LEDGE
4 " B R I C K L E D G E
BEAM PER MFG.
SPEC FLUSH
G A R A G E F R O N T F O U N D A T I O N W A L L I S
1 2 " L O W E R T H A N T .O .F .
G A R A G E F R O N T F O U N D A T I O N W A L L I S
1 2 " L O W E R T H A N T .O .F .
GARAGE FOUNDATION WALL IS 12"
LOWER THAN T.O.F.
GARAGE FOUNDATION WALL
MATCHES T.O.F.
NOTE:
PORCH FND WALL:
3'- 6"x10" POURED CONCRETE
FOUNDATION w/ 4" LEDGE ON
20"x8" CONCRETE FOOTING
REBAR PER CODE
- UNEX - 10"
1 0 "
2" SLAB LEDGE
2 x 1 0 J O I S T S
@ 1 6 " O .C .
2 x 1 0 J O I S T S
@ 1 6 " O .C .
2' - 0" 10' - 0" 12' - 0"
4' - 0" 6' - 2"
12' - 0" 12' - 0"
6 "
7 ' - 9 "
8 ' - 3 "
2' - 7 3/4"
6 ' - 2 "
6 ' - 7 1 /2 "
6 ' - 1 1 3 /4 "
2 0 1 /2 "
7 5 ' - 8 "
75' - 8"
10"
M.O.
3' - 3" 19' - 3" 1' - 0"
28"
2
06
1 6 ' - 6 "
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. CLEAN AGGREGATE
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
2x6 WALL
Opening To Vary By Door Size
F i n i s h
6 1 /2 "
F r a m i n g
5 1 /2 "
1 1 /2 "
D r . O p n g .
2 1 /2 "
Door to Vary by Plan
FRAME POCKET DOOR WITH 2x6 TIMBERSTRAND STUDS
TIMBERSTRAND STUDS
7 1/4"
7 1 /4 "
2 "
2"
2 6 3 /8 "
2X8 JOISTS @
16" O.C.
1/2" O.S.B.
SHEATHING
2x4 RIPPED TO
1/4:12 SLOPE
4/4 HARDIE
PANELS
SMOOTH
CROWN
MOLDING
C R O W N
M O L D I N G
2x2 COLLAR
TRIM
E.P.D.M. OVER 3/4"
PLYWOOD SHEATHING
FLASHING
CANT STRIP
2x BLOCKING
1 8 3 /4 "
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 2018. Do not replicate with out permission (952)428 - 8200. David Charlez Design retains rights to all plans and detail shown.
5 /2 4 /2 0 1 8 1 0 :5 4 :1 6
A M
03
L o w e r L e v e l
S D C - W i k s t r o m
R e s i d e n c e - C D - R e v 1 - L M C
W i k s t r o m R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
4 .0 2 .2 0 1 8
S M
L a k e v i l l e , M N
NOTE:
WINDOWS ARE CALLED OUT BY WINDOW
ROUGH OPENING SIZE IN INCHES. 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.)
ATTENTION:
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:
1/4" = 1'- 0" 3 Detail - Passive Radon System
1" = 1'- 0" 4 Detail - 2x6 Pocket Door Framing
1 1/2" = 1'- 0" 2 Detail - Office Box Window Crown
3ply 9-1/2" lvl
3ply 9-1/2" lvl 3ply 16" lvl
2ply 11-7/8" lvl
5-1/4" x 11-7/8" trt
glu-lam
3-1/2" x 9-1/2" trt
glu-lam
CS-PF CS-PF
UFER Ground
-Provide 20' Rebar in footing and stub
up near electrical service panel.
(2)2x10
21" min dia footing
DN
DN
4 ' - 0 "
1 6 ' - 0 "
1 2 ' - 0 "
1 4 ' - 0 "
1 4 ' - 0 "
9 ' - 0 "
14' - 0" 15' - 0" 16' - 0" 6' - 0" 23' - 0" 1' - 0"
7 ' - 0 "
2 ' - 8 1 /2 "
9 ' - 0 "
1 4 ' - 3 1 /2 "
2 1 ' - 0 "
2 1 ' - 0 "
8' - 0" 6' - 0" 8' - 0" 11' - 0" 11' - 0" 13' - 0" 18' - 0"
1 ' - 6 "
1 8 ' - 0 "
1 ' - 6 "
1 ' - 6 "
1 8 ' - 0 "
1 ' - 6 "
7 ' - 0 "
7 ' - 3 1 /2 "
4 ' - 6 "
4 ' - 6 "
2 ' - 8 1 /2 "
1 ' - 0 "
2 ' - 0 "
4 ' - 0 "
3" 3"
3 "
3 "
3"
3 "
3" 3"
3 "
3" 3"
7' - 0" 7' - 0" 8' - 3" 6' - 9" 8' - 0" 8' - 0" 2' - 3" 3' - 9" 2' - 5 1/2" 9' - 0 1/2" 11' - 6"
3 ' - 6 1 /2 "
2 ' - 1 1 1 /2 "
6 ' - 0 "
6 ' - 0 "
2 ' - 1 1 1 /2 "
1 1 ' - 0 1 /2 "
7 ' - 0 "
7 ' - 0 "
4 ' - 0 "
2 ' - 0 "
6 ' - 0 "
4 9 ' - 0 "
2 0 ' - 0 "
4' - 2 1/2" 3' - 9 1/2" 2' - 11 1/2" 5' - 0 1/2" 2' - 0" 3' - 6" 3' - 6" 2' - 0" 5' - 7" 5' - 5" 2' - 0" 4' - 6" 4' - 6" 2' - 0" 9' - 0" 9' - 0"
75' - 0"
GARAGE WALLS:
INSULATE WALLS
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
FLOOR TRUSSES ARE CALLED OUT AT 19.2" O.C.
FLOOR SYSTEM DESIGNER VERIFY SPACING AND
ADJUST AS ALLOWED BY SPANS
CEILING HEIGHT @ 10'- 1 1/8" UNLESS NOTED
SET WINDOW HDRS @ 108" FROM MAIN LEVEL
UNLESS NOTED
NOTE:
RAILINGS PER CODE
(OUTSIDE)
CONCRETE
INSULATE WALLS
& CEILING
SET GARAGE
FLOOR @ 1046'
9'- 1 1/8" CLG. HGT.
FROM T.O.F.
DECK
COMPOSITE
DECKING
1 6 '- 0 " x 8 '- 0 " D O O R
B E A M P E R M F G S P E C
ROOF TRUSSES @
24" O.C.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR
SAND BED GRANULAR FILL
GARAGE
2X6 BEARING WALL
2 X 6 W A L L
foyer
WOOD
36"x80" ENTRY DR.
w/18"x80" SIDELITES
w/24" TRANSOM
BEAM PER MFG SPEC
L O C K E R S
MUD ROOM
TILE
BEAM PER MFG.
SPEC. DROPPED.
32"x80" FIRE DR
20 MIN RATED
BEAM PER MFG
SPEC DROPPED
6 ' - 0 "
4 ' - 2 3 /4 "
3 ' - 5 1 /2 "
2 ' - 9 3 /4 "
6 ' - 7 1 /2 "
6 ' - 8 1 /4 "
2' - 3 3/4"
9 ' - 7 3 /4 "
4 ' - 6 1 /2 "
9 ' - 4 1 /2 "
1 2 ' - 2 1 /2 "
2 ' - 2 3 /4 "
14' - 2 3/4" 5' - 0 1/2" 4' - 4 1/2" 9' - 1 1/2" 11' - 6 1/2" 2' - 5" 3' - 4 1/2" 6' - 10 3/4"
2' - 5" 9' - 1 1/2" 12' - 9 1/4"
1 2 ' - 2 3 /4 "
1 9 ' - 9 1 /4 "
1 ' - 9 3 /4 "
4 ' - 5 1 /2 "
1 0 ' - 8 3 /4 "
2 9 1 /2 "
6' - 5 1/2" 5' - 9 1/4"
1 2 "
10" 96" 10" 90" 10"
2 5 "
FRONT
PORTICO
CONCRETE
30"x96"
DOOR
R &S FAN
4 6 " V A N I T Y
BATH
TILE
36"x96"
DOOR
OFFICE
WOOD
B A S E C A B . w /B O O K C A S E
HALLWAY
WOOD
36"x96"
DOOR
STAIRS
WOOD
RAILING
E X P O S E D T R E A D S & R I S E R S
R A I L I N G
A N K L E W A L L
w /R A I L I N G
7 ' - 4 "
4 ' - 5 1 /4 "
W O O D C A P L E D G E
4' - 4"
4 8 "x 1 0 8 "
C .O .
SUN RM
WOOD
2)3624 FIXED
2)3666 CSMT
BEAM PER
MFG. SPEC.
GAS FIREPLACE
PER MFG.
SPECS.
G A S F I R E P L A C E
P E R M F G . S P E C S .
H E A R T H
6 "
6 "
90"x108" C.O.
GREAT ROOM
WOOD
90"x108" C.O. 2x4 SLAT WALL
32"x96" C.O.
BEAM PER
MFG SPEC
DROPPED
13'- 6"x9'- 0" C.O.
DINING
WOOD
4)3618 FIXED
12'- 0" x 7'- 0" DBL PATIO DR.
BEAM PER MFG. SPEC.
DN UP
4 8 " R A N G E
DW
2 - BIN
TRASH
36" REF.
KITCHEN
WOOD
36" FREZ.
H O O D V E N T
S N K
ISLAND
4' - 6" 4' - 0" 2' - 0"
1 0 ' - 0 "
4 ' - 6 1 /2 "
R&S
RECYCLE
BINS/DROP
ZONE
HVAC
48"x96"
BI - PASS DR.
3 6 "x 9 6 "
P K T D R
PKT OFF.
WOOD
U .C .
R E F R I G
PANTRY
WOOD
DESK
U P P E R S
B A S E C A B . & C N T R P
U P P E R S
30"x96"
PKT DR
3 6 "x 9 6 "
P K T D R
2)3666 CSMT
BEAM PER
MFG. SPEC.
3 6 "x 8 0 "
S E R V I C E D R .
B E A M P E R
M F G S P E C
1 6 '- 0 " x 8 '- 0 " D O O R
B E A M P E R M F G S P E C
SILCOCK 1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
1 8 " F L O O R T R U S S E S
@ 1 9 .2 " O .C .
R O O F T R U S S E S @
2 4 " O .C .
GIRDER TRUSS PER
MFG. SPEC. FLUSH
BEAM PER MFG.
SPEC. DROPPED.
B E A M P E R M F G .
S P E C . F L U S H
BEAM PER MFG.
SPEC. FLUSH
BEAM PER
MFG. SPEC.
FLUSH
BEAM PER
MFG. SPEC.
FLUSH
2X6 BEARING WALL
2X6 WALL
2X6 WALL
2X6 WALL
2 X 6 W A L L
2 X 6 P L M G W A L L
2 X 6 P L M G W A L L
SD/CO
4
08
3
08
2
07
5
06
1
07
2
05
3
01
4
09
4
06
5
08
6 ' - 0 "
5 ' - 0 "
1 ' - 0 "
2
08
G I R D E R T R U S S P E R
M F G . S P E C . D R O P P E D
BEAM PER
MFG. SPEC.
FLUSH
L I N E O F U P P E R L E V E L
6)4224 FIXED
6)4266 FIXED
BEAM PER
MFG. SPEC.
4 8 2 4 F I X E D
4 8 6 6 F I X E D
B E A M P E R
M F G . S P E C .
2)3624 FIXED
2)3666 CSMT
BEAM PER
MFG. SPEC.
6024 FIXED
6066 FIXED
BEAM PER
MFG. SPEC.
2 )3 6 2 4 F I X E D
2 )3 6 6 6 C S M T
B E A M P E R
M F G . S P E C .
3624 FIXED
BEAM PER
MFG. SPEC.
1) 3666 CSMT
BEAM PER
MFG. SPEC.
2 )3 6 2 4 F I X E D
2 )3 6 5 4 C S M T
B E A M P E R
M F G . S P E C .
2)3624 FIXED
2)3654 CSMT
BEAM PER
MFG. SPEC.
WINDOW SEAT
3624 FIXED
3654 CSMT
BEAM PER
MFG. SPEC.
2)2424 FIXED
2)2472 FIXED
BEAM PER
MFG. SPEC.
2 )2 4 2 4 F I X E D
2 )2 4 7 2 F I X E D
B E A M P E R
M F G . S P E C .
4" FACE BRICK 4" FACE BRICK
4 " F A C E B R I C K
4" FACE
BRICK
7 ' - 4 "
4 ' - 2 1 /2 "
4' - 0"
BEAM PER
MFG. SPEC.
FLUSH
B E A M P E R
M F G . S P E C .
F L U S H
B O O K C A S E
B O O K C A S E
1 0 ' - 0 "
SHELVING
7 5 ' - 0 "
B E N C H
3"
51' - 0" 24' - 0"
6"
3 "
2
06
LINE OF CLG HGT
CHANGE
CONCRETE
INSULATE WALLS
& CEILING
SET GARAGE
FLOOR @ 1046'
8'- 8 1/2" CLG. HGT.
FROM T.O.F.
GARAGE
4" FACE BRICK
4" FACE BRICK
2 )3 6 2 4 F I X E D
2 )3 6 5 4 C S M T
B E A M P E R
M F G . S P E C .
4" FACE BRICK
2' - 5" 9' - 1 1/2"
63 1/4" 54 3/4"
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 2018. Do not replicate with out permission (952)428 - 8200. David Charlez Design retains rights to all plans and detail shown.
5 /2 4 /2 0 1 8 1 0 :5 4 :1 8
A M
04
M a i n L e v e l
S D C - W i k s t r o m
R e s i d e n c e - C D - R e v 1 - L M C
W i k s t r o m R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
4 .0 2 .2 0 1 8
S M
L a k e v i l l e , M N
ATTENTION:
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:
NOTE:
WINDOWS ARE CALLED OUT BY WINDOW
ROUGH OPENING SIZE IN INCHES. 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.)
2ply 11-7/8" lvl
corner to corner
2ply 11-7/8" lvl
corner to corner
2ply 11-7/8" lvl
corner to corner
2ply 11-7/8" lvl
3ply 11-7/8" or 2ply
14" minimum or
floor girder by
others
2ply 9-1/2" lvl
3ply 9-1/2" lvl
3ply 9-1/2" lvl 3ply 16" lvl
2ply 11-7/8" lvl
2ply 9-1/2" lvl
2ply 9-1/2" lvl
2ply 9-1/2" lvl
3ply 14" or 2ply 16"
lvl
2ply 14" lvl
floor girder by
others
18"
CS-PF
18"
CS-PF
18"
CS-PF
18"
CS-PF
CS-PFCS-PF
CS-PFCS-PF
CS-PFCS-PF
CS-PF
CS-PF
14' - 0" 15' - 0" 16' - 0" 12' - 0"
3 8 ' - 0 "
1 0 ' - 0 "
8' - 0" 6' - 0" 19' - 0" 11' - 0" 13' - 0"
1 2 ' - 0 "
1 4 ' - 0 "
1 4 ' - 0 "
2 ' - 6 "
6 ' - 6 "
6 ' - 0 "
5 ' - 0 "
4' - 2 1/2" 5' - 6" 4' - 3 1/2" 8' - 1 1/2" 6' - 10 1/2" 8' - 0" 8' - 0" 3' - 6" 8' - 6"
3"
3"
3 "
3"
57' - 0"
3 ' - 6 1 /2 "
2 ' - 1 1 1 /2 "
4 9 ' - 0 "
1 4 ' - 6 "
4 ' - 9 1 /2 "
1 8 ' - 8 1 /2 "
4 9 ' - 0 "
4' - 2 1/2" 3' - 9 1/2" 2' - 11 1/2" 10' - 6 1/2" 5' - 6" 5' - 7" 5' - 5" 6' - 6" 6' - 6"
57' - 0"
3" 3"
2' - 7 3/4" 12' - 8" 4' - 4 1/2" 4' - 5 1/2" 6' - 6 1/2" 4' - 6" 7' - 9 3/4"
14' - 3 3/4" 4' - 11 1/2" 4' - 4 1/2" 9' - 1 1/2" 9' - 0 1/2" 2' - 6" 6' - 4" 6' - 4 1/4"
4' - 2 1/4" 11' - 1 1/2" 4' - 4 1/2" 4' - 5 1/2" 3' - 8" 8' - 10"
1 2 ' - 9 1 /4 "
4 ' - 5 1 /2 "
5 ' - 6 1 /2 "
1 4 ' - 2 3 /4 "
6 ' - 8 1 /4 "
4 ' - 6 1 /2 "
9 ' - 8 "
2 2 ' - 1 1 /4 "
2 ' - 5 1 /2 "
6 ' - 8 "
3 ' - 0 "
8 ' - 1 1 /4 "
2' - 9 1/2"
7 ' - 4 "
4 ' - 5 1 /4 "
7 ' - 4 "
4 ' - 2 1 /2 "
4' - 0"
7"
7 "
36"x66" FREE -
STANDING
TUB
R O O F T R U S S E S @
2 4 " O .C .
RADON
PIPE
2X6 PLUMBING WALL
LAUNDRY
TILE
2)3672 CSMT
BEAM PER
MFG. SPEC.
OWNER'S SUITE
CARPET
VAULTED CLG.
OWNER'S
BATH
TILE
SMOKE
DET.
HALLWAY
CARPET
CUSTOM ZERO -
ENTRY TILE
SHOWER
NOTCH
TRUSSES 1.5"
ROOF TRUSSES ARE CALLED OUT AT 24" O.C.
ROOF SYSTEM DESIGNER VERIFY SPACING AND
ADJUST AS ALLOWED BY SPANS
CEILING HEIGHT @ 8'- 1 1/8" UNLESS NOTED
SET WINDOW HDRS @ 84" FROM UPPER LEVEL
NOTE:
1 2 "
SCISSOR ROOF
TRUSSES @ 24" O.C.
ROOF TRUSSES @
24" O.C.
R O O F T R U S S E S @
2 4 " O .C .
R O O F T R U S S E S @
2 4 " O .C .
ROOF TRUSSES @
24" O.C.
SMOKE
DET.
SMOKE
DET. SD/CO
SD/CO
R I D G E L I N E O F V A U L T
W.I.C.
CARPET
WSHR w/
FLOOR
DRAIN
DRYER
ATTIC
ACCESS
U P P E R S
FAN
3 6 "x 8 0 "
D O O R
S N K
BASE CAB. & CNTRP
FAN
48"
VANITY
3 4 "x 6 0 "
F B R G L S
S H O W E R
18"
LIN.
BATH
TILE 28"x80"
DOOR
R&S
BEDROOM #3
CARPET
SLOPED CLG.
60"x80"
DBL DR 30"x80"
DOOR
FAN
3 0 "x 6 0 "
F B R G L S
T U B /S H W R
18"
LIN.
48" VANITY
BATH
TILE
28"x80"
DOOR
BEDROOM #2
CARPET R &S
6 0 "x 8 0 "
D B L D R
3 0 "x 8 0 "
D O O R 3 6 "x 8 0 "
D O O R
LOFT
CARPET
3 9 " H A L F - W A L L
E X P O S E D T R E A D S & R I S E R S RAILING
RAILING
DN 2X6 PLUMBING WALL
2X6 PLUMBING WALL
2 X 6 P L M G W A L L
2 X 6 W A L L
2X6 WALL
48"
LINEN
WET RM
TRENCH DRAIN
B E N C H
G L A S S P A N E L W A L L
48" VANITY 48" VANITY
30" COS.
DESK
28"x80"
DOOR
28"x80"
DOOR
28"x80"
DOOR 2 4 "x 8 0 "G L S . D R .
FAN FAN
R&S
R&S
STAIRS
WOOD
3672 CSMT
BEAM PER
MFG. SPEC.
2 )2 4 7 2 F I X E D
B E A M P E R
M F G . S P E C .
2)2472 FIXED
BEAM PER
MFG. SPEC.
2)1860 CSMT
BEAM PER
MFG. SPEC.
3672 CSMT
BEAM PER
MFG. SPEC.
2)3618 FIXED
2)3672 CSMT
BEAM PER
MFG. SPEC.
2 )4 2 2 4 A W N
B E A M P E R
M F G . S P E C .
3624 FIXED
BEAM PER
MFG. SPEC.
2)3672 CSMT
BEAM PER
MFG. SPEC.
6072 FIXED
BEAM PER
MFG. SPEC.
3672 CSMT
BEAM PER
MFG. SPEC.
3
06
4
08
3
08
2
07
1
07
2
05
4
09
4
06
5
08
2
08 S L O P E D C L G .
S L O P E D C L G .
S L O P E D C L G .
GIRDER
TRUSS PER
MFG. SPEC.
G I R D E R
T R U S S P E R
M F G . S P E C .
4" FACE BRICK
3 6 7 2 C S M T
B E A M P E R
M F G . S P E C .
7 ' - 0 "
7 ' - 0 "
1 5 1 /2 "
2 4 "
13" 48" 4 1/2" 50 1/4"
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
8 ' - 1 1 /8 "
BEAM FLUSH
PER MFG. SPEC.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
laundry
8 ' - 1 0 "
1 0 ' - 1 1 /8 "
9 ' - 1 1 /8 "
9 ' - 0 "
5 8 1 1 /1 6 "
6 6 1 /1 6 "
6 6 1 /4 "
7 3 5 /8 "
6 6 1 /4 "
2 2 ' - 5 1 /4 "
1 2 ' - 2 1 /4 "
2 ' - 6 "
6 ' - 6 "12"
4' - 0" 5' - 6"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
foyer
mechanical
room
staircase
18"
12"
05
3
STAIRCASE FLAT ROOF:
ROOF TRUSS INSTALLED PER MFG. &
INSTALLER SPECS.
SELF - BITUMINOUS MEMBRANE w/ 3"
END OVERLAP
EXTEND MEMBRANE 12" - 18" ABOVE
ABUDDING CANT STRIP
3/4" OSB SHEATHING w/STEEL CLIPS
TRUSSES SLOPED @ 1/4" / 12" @ 24"
O.C. (PER MFG. SPEC.)
BAFFLES w/1" AIR SPACE
2 TIER COMPOSITE SOFFIT & FASCIA
E .H .
1 1 1 /4 "
9 1/4"
9 ' - 0 "
WOOD CAP
STAIRCASE FLAT ROOF:
ROOF TRUSS INSTALLED PER MFG. &
INSTALLER SPECS.
SELF - BITUMINOUS MEMBRANE w/ 3"
END OVERLAP
EXTEND MEMBRANE 12" - 18" ABOVE
ABUDDING CANT STRIP
3/4" OSB SHEATHING w/STEEL CLIPS
TRUSSES SLOPED @ 1/4" / 12" @ 24"
O.C. (PER MFG. SPEC.)
BAFFLES w/1" AIR SPACE
2 TIER COMPOSITE SOFFIT & FASCIA
4/4 x 8 COMPOSITE FASCIA
5/4 x 12 COMPOSITE FASCIA
4/4 COMPOSITE FASCIA
2x4 BLOCKING
CANT STRIP w/ FLASHING
S L O P E D T R U S S
1 1 1 /4 "
3 1 /2 "
3"
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 2018. Do not replicate with out permission (952)428 - 8200. David Charlez Design retains rights to all plans and detail shown.
5 /2 4 /2 0 1 8 1 0 :5 4 :1 9
A M
05
U p p e r L e v e l
S D C - W i k s t r o m
R e s i d e n c e - C D - R e v 1 - L M C
W i k s t r o m R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
4 .0 2 .2 0 1 8
S M
L a k e v i l l e , M N
ATTENTION:
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:
NOTE:
WINDOWS ARE CALLED OUT BY WINDOW
ROUGH OPENING SIZE IN INCHES. 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.)
1/4" = 1'- 0" 2 Cross Section - Foyer/Staircase
1" = 1'- 0" 3 Detail - Staircase Flat Roof Cornice
(2)9-1/2" LVLs
Temper
-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8" BEAM DROPPED
PER MFG. SPEC.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
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
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
CONCRETE
STEPS
FOYER
3 ' - 6 "
8 ' - 1 0 "
1 0 ' - 1 1 /8 "
9 ' - 1 1 /8 "
8' - 0" 12' - 0" 17' - 0"
E .H .
7 7 /1 6 "
4"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
10"
12"
GREAT ROOM
LAUNDRY BEDROOM #2 BATH
FAMILY ROOM
MECHANICAL
6"
12"
3 ' - 6 "
FRAMING
35 1/2"
FINISHED
44 1/2"
6"H x 8"D x 81 - 3/8"W
WOOD MANTLE
5 "
24"
12"
FRONT PORTICO:
POURED CONCRETE
PORTICO
SELF - BITUMINOUS
MEMBRANE w/ 12"
OVERLAP MIN. BELOW
GRADE & 12" - 18"
OVERLAP ABUDDING
WOOD FRAMING
8" SPANCRETE PLANK
(PER MFG SPEC)
2" RIGID INSULATION
9 ' - 0 "
First Floor
1049' - 2 1/4"
Top of Foundation
1047' - 6"
10"
12"
ROOF TRUSSES
PER MFG. SPEC.
GARAGE
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR
SAND BED GRANULAR FILL
7 ' - 8 1 /2 "
4 ' - 6 "
GARAGE WALLS:
INSULATE WALLS
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
Garage Grade
1046' - 0"
T .O .F . T O T O P P L A T E @ F R O N T
8 ' - 8 1 /2 "
E .H .
6 "
11' - 6" 11' - 6"
T .O .F . T O W D W R .O .
6 ' - 6 "
12"
12"
18"
12"
2 x 4 T A I L
2x4 LOOK OUT
1 2 "
2x BLOCKING
3/4" STRUCTURAL
FASCIA
1 1 5 /8 "
1 0 3 /4 "
T.C.
9 1/4"
2)1/4" PLYWOOD
SHEATHING
CURVED
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8" BEAM FLUSH
PER MFG. SPEC.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
OFFICE
T .O .F . T O T O P P L A T E
9 ' - 1 1 /8 "
3 2 1 /4 "
8 ' - 1 0 "
1 0 ' - 1 1 /8 "
8 ' - 1 1 /8 "
C E I L I N G V A U L T
1 1 ' - 1 1 /8 "
9 ' - 1 1 /8 "
7 ' - 4 7 /8 "
1 ' - 8 1 /4 "
E .H .
1 6 1 /4 "
19' - 0" 19' - 0"
4"
12" 3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
GIRDER TRUSSES
PER MFG. SPEC.
ROOF TRUSSES
PER MFG. SPEC.
10"
12"
BEAM FLUSH
PER MFG. SPEC.
BEDROOM #3
STORAGE
WET ROOM
W.I.C.
GARAGE
MUD ROOM
2 0 "
GARAGE WALLS:
INSULATE WALLS
5/8" TYPE X GP. BD.
ON ALL INTERIOR
GARAGE WALLS
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB PITCHED
TOWARDS OVERHEAD DOOR
SAND BED GRANULAR FILL
07
3
9 ' - 0 "
9 ' - 0 "
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
SLOPED CLG.
GIRDER TRUSSES
PER MFG. SPEC.
T .O .F . T O T O P P L A T E
8 ' - 8 1 /2 "
E .H .
1 0 5 /8 "
15"
12"
12"
12"
3 ' - 6 "
1 2 "
NOTE:
BATHROOM OVER UNCONDITIONED SPACE REQUIRES
HEAT DUCT & SEWER PIPES TO BE WRAPPED &
FOAMED.
HEAT DUCT & SEWER PIPES WILL BE HELD TIGHT TO
SUBFLOOR & 18" BLOWN INSULATION (R - 49).
First Floor
1049' - 2 1/4"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
T .O .F T O T O P P L A T E
1 0 ' - 1 1 /8 "
T .O .F . T O T O P P L A T E
9 ' - 1 1 /8 "
10' - 6" 10' - 6"
15"
12"
18" 18"
3 ' - 6 "
4 ' - 6 "
E .H .
1 7 5 /8 "
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 2018. Do not replicate with out permission (952)428 - 8200. David Charlez Design retains rights to all plans and detail shown.
5 /2 4 /2 0 1 8 1 0 :5 4 :2 0
A M
06
C r o s s S e c t i o n s
S D C - W i k s t r o m
R e s i d e n c e - C D - R e v 1 - L M C
W i k s t r o m R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
4 .0 2 .2 0 1 8
S M
L a k e v i l l e , M N
1/4" = 1'- 0" 3 Cross Section - Foyer/Great Room
1/4" = 1'- 0" 5 Cross Section - Garage
1" = 1'- 0" 1 Detail - Curved Cornice
1/4" = 1'- 0" 4 Cross Section - Office/Garage
1/4" = 1'- 0" 2 Detail - Garage Gable
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
BEAM DROPPED
PER MFG. SPEC.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
2X10 JOISTS @ 16" O.C.
OWNER'S SUITE
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
C .O .
9 ' - 0 "
8 ' - 1 0 "
1 0 ' - 1 1 /8 "
9 ' - 1 1 /8 "
C E I L I N G V A U L T
1 3 ' - 9 "
E .H .
6 7 /8 "
12"
4" 14' - 0" 7' - 0" 22' - 0"
SCISSOR ROOF TRUSSES
PER MFG. SPEC.
9 ' - 0 "
9 ' - 0 "
BEAM DROPPED
PER MFG. SPEC.
10"
12"
oWNER'S BATH BATH
DINING
KITCHEN
BATH
MECH. RM FAMILY ROOM
GUEST ROOM
DECK
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
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
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
SCISSOR TRUSSES
PER MFG. SPEC.
OWNER'S SUITE
8 ' - 1 0 "
1 0 ' - 1 1 /8 "
8 ' - 1 1 /8 "
C E I L I N G V A U L T R I D G E
1 3 ' - 9 "
E .H .
1 4 3 /8 "
18"
12"
12" 12"
8' - 0" 8' - 0"
3 ' - 6 "
9 ' - 0 "
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
GUEST ROOM
DINING
07
4
9"
12"
8 ' - 3 5 /8 "
1 ' - 8 "
2x10
JOISTS
1" RIGID
INSULATION
2x4
STUDS
2x8
JOISTS
2x4 RIPPED @
1/4" SLOPE
1' - 0"
BOX WINDOW FLAT ROOF:
SELF - BITUMINOUS MEMBRANE w/ 3"
END OVERLAP
EXTEND MEMBRANE 12" - 18" ABOVE
ABUDDING CANT STRIP
3/4" OSB SHEATHING w/STEEL CLIPS
2x4'S SLOPED @ 1/4" / 12" @ 12" O.C.
(PER MFG. SPEC.)
2x8 JOISTS @ 16" O.C. w/BLOWN
INSULATION (R - 30)
COMPOSITE TRIM AND CROWN
CANTILEVER
INSULATION:
SPRAY FOAM
INSULATION R - 30
MIN.
03
2
BEAM PER
MFG SPEC.
E .H .
1 4 3 /8 "
1' - 0"
18"
12"
9"
12"
2x8 EXPOSED TAILS
(EXTEND 24" BACK
ALONG SIDE OF
ROOF TRUSSES)
2 4 "
2" RIGID
INSULATION
LAP SIDING
1/2" SHEATHING
1/2" ANCHOR BOLT
BUILDING PAPER
lookout wall detail
SPECIAL FOUNDATION: ALL NON - STRUCTURAL EXTERIOR FOUNDATION WALLS
NOT MORE THAN 2 STORIES HIGH WITH A GABLE ROOF
(HIP ROOFS EXEMPT)
NOTE:
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.
2X6 SOLE PLATE
METAL FLASHING
METAL FLASHING
2" RIGID
INSULATION
LAP SIDING
1/2" SHEATHING
2X6 SILL PLATE
1/2" ANCHOR BOLT
BUILDING PAPER
SILL PLATE DETAIL:
STANDARD FOUNDATION: ALL STRUCTURAL EXTERIOR FOUNDATION WALLS
MUST BE FLASHED PER CODE
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: D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 2018. Do not replicate with out permission (952)428 - 8200. David Charlez Design retains rights to all plans and detail shown.
5 /2 4 /2 0 1 8 1 0 :5 4 :2 2
A M
07
C r o s s S e c t i o n s
S D C - W i k s t r o m
R e s i d e n c e - C D - R e v 1 - L M C
W i k s t r o m R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
4 .0 2 .2 0 1 8
S M
L a k e v i l l e , M N
1/4" = 1'- 0" 2 Cross Section - Kitchen/Dining
1/4" = 1'- 0" 1 Cross Section - Owner's Suite
1/2" = 1'- 0" 3 Detail - Office Box Window
1" = 1'- 0" 4 Detail - Owner's Suite Cornice 1" = 1'- 0" 5 Detail - Lookout Wall
1" = 1'- 0" 6 Truss Detail - Standard Sill Plate
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
BEAM FLUSH
PER MFG. SPEC.
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
GRADE MUST BE
MINIMUM OF 6"
BELOW TOP OF
FOUNDATION WALL
B.O. FOOTING @ MIN.
42" BELOW GRADE
TYPICAL STAIRCASE
CONSTRUCTION:
6'- 10" MINIMUM HEADROOM
(3) 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
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
H A L F -W A L L
3 ' - 3 "
1 9 R I S E R S
1 1 ' - 7 7 /8 "
1 7 R I S E R S
1 0 ' - 4 3 /4 "
6 ' - 1 5 /8 "
5 ' - 6 1 /4 "
5 ' - 6 1 /1 6 "
4 ' - 1 0 1 1 /1 6 "
5 ' - 6 1 /4 "
7 3 /8 "
11"
7 5 /1 6 "
8' - 0" 12' - 0" 17' - 0"
9 ' - 1 1 /8 "
1 0 ' - 1 1 /8 "
8 ' - 1 0 "
9 ' - 0 "
2 2 ' - 5 1 /4 "
3 ' - 6 "C A S E D O P 'N G
8 ' - 0 "
C A S E D O P 'N G
9 ' - 0 "
E .H .
7 7 /1 6 "
3"
WOOD CAP LEDGE
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C. T.C.B.
T.C.B.
BEAM FLUSH
PER MFG. SPEC.
lower level
staircase
TYPICAL STAIRCASE
CONSTRUCTION:
6'- 10" MINIMUM HEADROOM
(3) 11 - 7/8" STAIR STRINGER
w/1 - 1/8" x 11 - 1/4"
EXPOSED TREADS & RISERS
PROVIDE 34" - 36" HGT
HANDRAILS
& GUARDS RAILS PER CODE
TYPICAL STAIRCASE LANDING
CONSTRUCTION:
STRUCTURAL STEEL
RECTANGLE TUBE/ WRAPPED
WOOD FLOOR LANDING
upper level
staircase
10"
12"
6"
12"
12"
bedroom #2
great room
family
room
bath
SLOPED
CLG.
STAIRCASE FLAT ROOF:
ROOF TRUSS INSTALLED PER MFG. &
INSTALLER SPECS.
SELF - BITUMINOUS MEMBRANE w/ 3"
END OVERLAP
EXTEND MEMBRANE 12" - 18" ABOVE
ABUDDING CANT STRIP
3/4" OSB SHEATHING w/STEEL CLIPS
TRUSSES SLOPED @ 1/4" / 12" @ 24"
O.C. (PER MFG. SPEC.)
BAFFLES w/1" AIR SPACE
2 TIER COMPOSITE SOFFIT & FASCIA
11"
BEAM PER MFG SPEC
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
MECHANICAL/STORAGE ROOM
9 ' - 0 "
8 ' - 1 1 /8 "
1 1 ' - 1 1 /8 "
1 0 ' - 1 1 /8 "
8 ' - 1 0 "
8 ' - 1 0 "
1 0 ' - 1 1 /8 "
9 ' - 1 1 /8 "
6 ' - 1 1 7 /8 "
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
18"
12"
18"
12"
12"
12"
19' - 6" 23' - 0" 6' - 6"
3 3 ' - 8 1 /8 "
FINISHED
51"
FRAMING
42" 35 1/2"
OFFICE BATH FOYER
SUN ROOM
LOFT
LAUNDRY
BATH BEDROOM #3
H A L F -W A L L
3 9 "
12"
4"
6"
9 1 /4 "
9 1/4"
9 1/4"
STAIRS BEAM FLUSH
PER MFG. SPEC.
E .H .
7 9 /1 6 "
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
8 ' - 1 1 /8 "
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
TYPICAL SLAB CONSTRUCTION:
4" CONCRETE SLAB OVER
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
bedroom #3
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
storage 9 ' - 0 "
8 ' - 1 0 "
1 0 ' - 1 1 /8 "
1 1 ' - 1 1 /8 "
window seat
9 1/4"
E .H .
8 3 /8 "
18"
12"
6' - 6" 6' - 6"
12" 12"
06
1
OFFICE
First Floor
1049' - 2 1/4"
Second Floor
1060' - 10 1/8"
Roof
1069' - 11 1/4"
Basement
1038' - 9 1/2"
T.O. Footing
1038' - 6"
Top of Foundation
1047' - 6"
First Floor Clg.
1059' - 3 3/8"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
ROOF TRUSSES
PER MFG. SPEC.
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
POLY/VAPOR BARRIER OVER
SAND BED GRANULAR FILL
loft
9 ' - 1 1 /8 "
1 0 ' - 1 1 /8 "
8 ' - 1 0 "
3 ' - 6 "
9 ' - 0 "
7' - 0" 7' - 0"
12" 12"
10"
12"
3/4" SUBFLOOR
18" FLOOR TRUSSES @ 19.2" O.C.
Sun room
exercise
E .H .
6 7 /8 "
2X6 SILL PLATE
1/2" ANCHOR BOLT
COMMON WALL DETAIL:
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:
1 8 "
2" 6" 2" RIGID
INSULATION
1/2" SHEATHING
FLOOR TRUSS PER PLAN 2X6 SOLE PLATE
4" POURED
CONCRETE SLAB
(GARAGE 1/4" SLOPE
IS NOT SHOWN)
D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 2018. Do not replicate with out permission (952)428 - 8200. David Charlez Design retains rights to all plans and detail shown.
5 /2 4 /2 0 1 8 1 0 :5 4 :2 3
A M
08
C r o s s S e c t i o n s
S D C - W i k s t r o m
R e s i d e n c e - C D - R e v 1 - L M C
W i k s t r o m R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
4 .0 2 .2 0 1 8
S M
L a k e v i l l e , M N
1/4" = 1'- 0" 4 Cross Section - Staircase/Great Room
1/4" = 1'- 0" 5 Cross Section - Office/Sun Room
1/4" = 1'- 0" 2 Cross Section - Bedroom#3 Clg.
1/4" = 1'- 0" 3 Cross Section - Loft
1" = 1'- 0" 1 Truss Detail - Garage Floor
DN
DN
1180 SF
LOWER LEVEL
392 SF
MECHANICAL/STORAGE
196 SF
PROJECT ROOM 445 SF
DECK
1889 SF
MAIN LEVEL
979 SF
GARAGE
66 SF
PORTICO
1822 SF
UPPER LEVEL
117 SF
STAIRCASE
8 ' - 1 0 "
1 8 3 /4 "
1 0 ' - 1 1 /8 "
1 8 3 /4 "
9 ' - 1 1 /8 "
L O W E R L E V E L W I N D O W H E A D E R H E I G H T
7 ' - 6 "
M A I N L E V E L W I N D O W H E A D E R H E I G H T
9 ' - 0 "
U P P E R L E V E L W I N D O W H E A D E R H E I G H T
8 ' - 0 "
3 ' - 6 "
E .H .
7 3 /8 "
12"
6"
12"
ROOF, CEILING & EAVE
CONSTRUCTION:
WALL
CONSTRUCTION:
FOUNDATION WALL &
BASEMENT SLAB
CONSTRUCTION:
MAIN LEVEL
CONSTRUCTION:
UPPER 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
2X8 SUB FASCIA w/ 1x3 ON 1x8 COMPOSITE
FASCIA
COMPOSITE VENTED SOFFITS
COMPOSITE FRIEZE BOARDS
R - 50 BLOWN INSULATION
POLY VAPOR BARRIER
5/8" GYP. BRD. CEILING
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)
5/8" GYP. BRD. ON CEILING
SPRAY INSULATE RIMS (R - 21)
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
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. D R A W N B Y
D E S C R I P T I O N
P R O J E C T #
P R O J E C T
I S S U E
R E - I S S U E
B U I L D E R
1 8 4 7 6 K E N R I C K A V E S U I T E 2 0 2
L A K E V I L L E , M N 5 5 0 4 4
T E L : 9 5 2 .4 2 8 .8 2 0 0
E M : D a v e @ D a v i d C h a r l e z D e s i g n s .c o m
D A V I D C H A R L E Z D E S I G N S
a
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 licens ed 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 th e 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 enclo sed 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 2018. Do not replicate with out permission (952)428 - 8200. David Charlez Design retains rights to all plans and detail shown.
5 /2 4 /2 0 1 8 1 0 :5 4 :2 5
A M
09
S q u a r e F o o t a g e C a l c u l a t i o n s
S D C - W i k s t r o m
R e s i d e n c e - C D - R e v 1 - L M C
W i k s t r o m R e s i d e n c e
S D C u s t o m H o m e s
7 5 0 M a i n S t r e e t
S u i t e #2 2 3
M e n d o t a H e i g h t s , M N 5 5 1 1 8
4 .0 2 .2 0 1 8
S M
L a k e v i l l e , M N
LOWER LEVEL:
MAIN LEVEL:
UPPER LEVEL:
FINISHED TOTAL:
SQUARE FOOTAGE CALCULATIONS
1180 SQ. FT. LOWER LEVEL
392 SQ. FT. MECHANICAL ROOM
196 SQ. FT. PROJECT ROOM (OPT. FINISH)
1889 SQ. FT. MAIN LEVEL
979 SQ. FT. GARAGE
445 SQ. FT. DECK & GRILL DECK
66 SQ. FT. FRONT PORTICO
1822 SQ. FT. UPPER LEVEL
117 SQ. FT. STAIRCASE
4891 SQ. FT. FINISHED TOTAL (DOES NOT
INCLUDE U.L. STAIRCASE SQ.FT.)
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 STUD
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
1/8" = 1'- 0" 3 Second Floor
1/2" = 1'- 0" 4 Detail - Typical Wall Section
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4
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2
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a
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I
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;
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n
c
l
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(
e
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Scale: 3/16"=1'
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T1
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d
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M
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v
H
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m
L
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v
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Scale: 3/16"=1'
0
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1
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1
5
0
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1
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1
5
W1
T1
T2
T
2
T3
W1
B1
W2
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W1
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95
7
#
/
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7
#
95
7
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-
9
9
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1
2
3
4
5
6
11
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8
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4
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6
6x
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3-
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Pl
a
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0
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1
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0
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1
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[
3
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0
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0
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0
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[
4
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[
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1
-
8
]
LO
A
D
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N
G
(p
s
f
)
TC
L
L
TC
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L
BC
L
L
BC
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L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
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N
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-
Pl
a
t
e
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r
i
p
D
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L
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m
b
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1
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TC BC WB Ma
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6
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L
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Ve
r
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(
L
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(l
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c
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f
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>9
9
9
>9
9
9
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 Weight: 93 lb FT = 20%GRIP 197/144
LU
M
B
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R
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TO
P
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H
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D
2
x
4
S
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o
.
2
BO
T
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H
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B
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P
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d
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4
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7
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4
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8
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)
:
1
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4
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.
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0
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b
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a
c
i
n
g
.
WE
B
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1
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m
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4
-
9
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5
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7
MiT
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k
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o
m
m
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d
s
t
h
a
t
S
t
a
b
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q
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b
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c
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.
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A
C
T
I
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S
.
(l
b
/
s
i
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e
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1
1
=
9
5
7
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M
e
c
h
a
n
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c
a
l
,
7
=
9
5
7
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M
e
c
h
a
n
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c
a
l
Ma
x
H
o
r
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1
1
=
1
9
7
(
L
C
5
)
Ma
x
U
p
l
i
f
t
1
1
=
-
3
7
(
L
C
8
)
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7
=
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9
9
(
L
C
5
)
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(l
b
)
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M
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l
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1
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5
5
7
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5
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4
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2
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4
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2
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9
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2
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8
2
3
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7
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=
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1
1
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8
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1
WE
B
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1
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0
=
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4
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9
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2
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=
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8
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6
5
,
3
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9
=
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7
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1
7
7
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4
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6
7
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1
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5
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8
=
0
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2
7
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5
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=
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1
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1
1
6
NO
T
E
S
-
1)
U
n
b
a
l
a
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i
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d
:
A
S
C
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7
-
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0
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V
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l
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=
1
1
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m
p
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(
3
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d
g
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V
(
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p
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C
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=
4
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2
p
s
f
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C
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p
s
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=
2
5
f
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a
t
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I
I
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p
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;
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n
c
l
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m
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1
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6
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l
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1
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r
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v
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c
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p
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(
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b
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t
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f
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t
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t
o
p
a
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d
/
o
r
b
o
t
t
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m
c
h
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r
d
.
LO
A
D
C
A
S
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(
S
)
S
t
a
n
d
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r
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b
A
Tr
u
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s
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s
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p
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a
t
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1
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b
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f
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e
(
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p
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n
a
l
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n
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8
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2
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n
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1
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r
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n
t
:
8
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2
2
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s
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n
1
4
2
0
1
8
M
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e
k
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n
d
u
s
t
r
i
e
s
,
I
n
c
.
M
o
n
J
u
n
2
5
1
4
:
4
6
:
5
4
2
0
1
8
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a
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Vil
l
a
u
m
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I
n
d
u
s
t
r
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e
s
,
S
t
P
a
u
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,
M
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ID
:
v
H
w
C
m
L
m
p
4
v
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t
?
m
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k
X
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n
8
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4
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7
6
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p
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T
K
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b
v
X
P
D
7
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2
i
p
F
Scale = 1:46.1
W1
T1
W1
B1
W2
W3
W
3
W2
11
1
1
#
/
-
6
3
#
11
5
7
#
/
-
5
1
#
1
2
3
4
7
6
5
8
9
1
0
1
1
1
2
1
3
1
4
1
5
16
1
7
1
8
1
9
3x
4
3x
4
3x
4
3x
4
3x
4
3x
4
3x
4
9-
3
-
1
0
9-
3
-
1
0
18
-
7
-
4
9-
3
-
1
0
6-
3
-
4
6-
3
-
4
12
-
4
-
0
6-
0
-
1
2
18
-
0
-
0
5-8
-
0
18
-
7
-
4
0-
7
-
4
6
-
4
-
1
4
Pl
a
t
e
O
f
f
s
e
t
s
(
X
,
Y
)
-
-
[
4
:
E
d
g
e
,
0
-
2
-
8
]
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
I
N
G
-
Pl
a
t
e
G
r
i
p
D
O
L
Lu
m
b
e
r
D
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L
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p
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t
r
e
s
s
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n
c
r
Co
d
e
2-
0
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0
1.
1
5
1.
1
5
YE
S
MN
S
R
C
2
0
1
5
/
T
P
I
2
0
0
7
CS
I
.
TC BC WB Ma
t
r
i
x
-
M
S
0.
7
4
0.
8
3
0.
7
9
DE
F
L
.
Ve
r
t
(
L
L
)
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r
t
(
T
L
)
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r
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(
T
L
)
in
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.
1
7
-0
.
4
3
0.
0
3
(l
o
c
)
6-
7
6-
7
5
l/
d
e
f
l
>9
9
9
>5
0
9
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 Weight: 76 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
BO
T
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
WE
B
S
2
x
3
S
P
F
S
t
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d
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x
c
e
p
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W2
:
2
x
3
S
P
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N
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.
2
BR
A
C
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N
G
-
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P
C
H
O
R
D
2
-
0
-
0
o
c
p
u
r
l
i
n
s
(
5
-
6
-
2
m
a
x
.
)
:
1
-
4
,
e
x
c
e
p
t
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n
d
v
e
r
t
i
c
a
l
s
.
BO
T
C
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d
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d
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c
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p
p
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1
0
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c
b
r
a
c
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n
g
.
WE
B
S
1
R
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w
a
t
m
i
d
p
t
2
-
7
,
3
-
5
MiT
e
k
r
e
c
o
m
m
e
n
d
s
t
h
a
t
S
t
a
b
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l
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r
s
a
n
d
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q
u
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d
c
r
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s
b
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a
c
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b
e
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n
s
t
a
l
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d
d
u
r
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n
g
tr
u
s
s
e
r
e
c
t
i
o
n
,
i
n
a
c
c
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d
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w
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S
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b
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a
l
l
a
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n
g
u
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.
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
)
7
=
1
1
1
1
/
M
e
c
h
a
n
i
c
a
l
,
5
=
1
1
5
7
/
M
e
c
h
a
n
i
c
a
l
Ma
x
H
o
r
z
7
=
1
7
3
(
L
C
2
0
)
Ma
x
U
p
l
i
f
t
7
=
-
6
3
(
L
C
4
)
,
5
=
-
5
1
(
L
C
5
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
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C
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m
p
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/
M
a
x
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T
e
n
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A
l
l
f
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s
2
5
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(
l
b
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l
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p
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w
h
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h
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w
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.
TO
P
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2
-
1
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=
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9
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6
,
1
0
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1
1
=
-
9
0
0
/
6
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1
1
-
1
2
=
-
9
0
0
/
6
,
3
-
1
2
=
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9
0
0
/
6
,
4
-
5
=
-
2
9
3
/
3
9
BO
T
C
H
O
R
D
7
-
1
6
=
-
1
2
5
/
8
4
8
,
1
6
-
1
7
=
-
1
2
5
/
8
4
8
,
6
-
1
7
=
-
1
2
5
/
8
4
8
,
6
-
1
8
=
-
1
0
1
/
8
3
2
,
1
8
-
1
9
=
-
1
0
1
/
8
3
2
,
5
-
1
9
=
-
1
0
1
/
8
3
2
WE
B
S
2
-
7
=
-
1
1
2
6
/
9
3
,
3
-
5
=
-
1
1
2
8
/
9
2
NO
T
E
S
-
1)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
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s
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;
M
W
F
R
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(
e
n
v
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l
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p
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)
g
a
b
l
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n
d
z
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;
ca
n
t
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l
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r
l
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g
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p
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d
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l
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d
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x
p
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d
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L
u
m
b
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D
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=
1
.
6
0
p
l
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g
r
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p
D
O
L
=
1
.
6
0
2)
P
r
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v
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d
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a
d
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q
u
a
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d
r
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h
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f
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1
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p
s
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b
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t
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m
c
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l
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T
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p
s
f
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h
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b
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c
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w
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g
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3
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6
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0
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a
l
l
b
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2
-
0
-
0
w
i
d
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w
i
l
l
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t
w
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b
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me
m
b
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w
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C
D
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1
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0
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s
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R
e
f
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s
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(
b
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1
0
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l
b
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f
t
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j
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(
s
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,
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r
a
p
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c
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(
S
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a
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R
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L
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(
b
a
l
a
n
c
e
d
)
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L
u
m
b
e
r
I
n
c
r
e
a
s
e
=
1
.
1
5
,
P
l
a
t
e
I
n
c
r
e
a
s
e
=
1
.
1
5
Un
i
f
o
r
m
L
o
a
d
s
(
p
l
f
)
Ve
r
t
:
1
-
4
=
-
8
4
,
5
-
7
=
-
2
0
Co
n
t
i
n
u
e
d
o
n
p
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g
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b
A
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8
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2
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4
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r
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t
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8
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2
2
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1
4
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k
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n
d
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t
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s
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n
c
.
M
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n
J
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n
2
5
1
4
:
4
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5
4
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1
8
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a
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l
a
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m
e
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d
u
s
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r
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s
,
S
t
P
a
u
l
,
M
N
ID
:
v
H
w
C
m
L
m
p
4
v
x
t
?
m
?
k
X
f
n
8
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7
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4
4
t
E
-
8
d
V
p
Q
D
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8
0
v
i
J
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5
S
z
S
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X
K
y
5
7
6
j
p
u
P
a
T
K
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b
v
X
P
D
7
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2
i
p
F
LO
A
D
C
A
S
E
(
S
)
S
t
a
n
d
a
r
d
Co
n
c
e
n
t
r
a
t
e
d
L
o
a
d
s
(
l
b
)
Ve
r
t
:
2
=
-
3
7
8
=
-
3
7
9
=
-
3
7
1
0
=
-
3
7
1
1
=
-
3
7
1
2
=
-
3
7
1
3
=
-
3
7
1
4
=
-
3
7
1
5
=
-
5
8
Jo
b
A
Tr
u
s
s
B1
Tr
u
s
s
T
y
p
e
Ro
o
f
S
p
e
c
i
a
l
Qt
y
2
Ply
1
Jo
b
R
e
f
e
r
e
n
c
e
(
o
p
t
i
o
n
a
l
)
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n
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
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r
i
n
t
:
8
.
2
2
0
s
J
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n
1
4
2
0
1
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M
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k
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d
u
s
t
r
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s
,
I
n
c
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M
o
n
J
u
n
2
5
1
4
:
4
6
:
5
5
2
0
1
8
P
a
g
e
1
Vil
l
a
u
m
e
I
n
d
u
s
t
r
i
e
s
,
S
t
P
a
u
l
,
M
N
ID
:
v
H
w
C
m
L
m
p
4
v
x
t
?
m
?
k
X
f
n
8
O
7
z
4
4
t
E
-
c
p
3
B
d
Z
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m
n
D
q
A
1
E
1
9
0
x
2
Z
U
I
f
Q
I
D
M
F
J
4
9
q
q
Z
H
z
l
a
z
2
i
p
E
Scale = 1:77.3
T1
T
1
B1W1
69
7
#
/
-
2
0
#
69
0
#
/
-
2
4
#
2
3
4
6
1
5
8x
1
0
6x
6
6x
6
2x
4
0-5
-
8
0-5
-
8
2-5
-
8
2-0
-
0
6-
6
-
0
4-
0
-
8
10
-
6
-
8
4-0
-
8
12
-
6
-
8
2-
0
-
0
13
-
0
-
0
0-
5
-
8
-1
-
0
-
0
1-0
-
0
2-
5
-
8
2-
5
-
8
6-
6
-
0
4-
0
-
8
10
-
6
-
8
4-0
-
8
13
-
0
-
0
2-5
-
8
14
-
0
-
0
1-
0
-
0
0
-
8
-
6
1
0
-
5
-
6
0
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8
-
6
2
-
3
-
1
0
3
-
0
-
0
18
.
0
0
1
2
Pl
a
t
e
O
f
f
s
e
t
s
(
X
,
Y
)
-
-
[
3
:
0
-
1
-
8
,
0
-
4
-
0
]
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
I
N
G
-
Pl
a
t
e
G
r
i
p
D
O
L
Lu
m
b
e
r
D
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L
Re
p
S
t
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e
s
s
I
n
c
r
Co
d
e
2-
0
-
0
1.
1
5
1.
1
5
YE
S
MN
S
R
C
2
0
1
5
/
T
P
I
2
0
0
7
CS
I
.
TC BC WB Ma
t
r
i
x
-
M
P
0.
1
8
0.
2
1
0.
1
8
DE
F
L
.
Ve
r
t
(
L
L
)
Ve
r
t
(
T
L
)
Ho
r
z
(
T
L
)
in
-0
.
0
6
-0
.
1
1
0.
2
7
(l
o
c
)
6-
9
6-
9
5
l/
d
e
f
l
>9
9
9
>9
9
9
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 Weight: 116 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
1
0
S
P
2
4
0
0
F
2
.
0
E
BO
T
C
H
O
R
D
2
x
6
S
P
F
1
6
5
0
F
1
.
5
E
WE
B
S
2
x
3
S
P
F
S
t
u
d
BR
A
C
I
N
G
-
TO
P
C
H
O
R
D
S
t
r
u
c
t
u
r
a
l
w
o
o
d
s
h
e
a
t
h
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
6
-
0
-
0
o
c
p
u
r
l
i
n
s
.
BO
T
C
H
O
R
D
R
i
g
i
d
c
e
i
l
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
1
0
-
0
-
0
o
c
b
r
a
c
i
n
g
.
JO
I
N
T
S
1
B
r
a
c
e
a
t
J
t
(
s
)
:
6
MiT
e
k
r
e
c
o
m
m
e
n
d
s
t
h
a
t
S
t
a
b
i
l
i
z
e
r
s
a
n
d
r
e
q
u
i
r
e
d
c
r
o
s
s
b
r
a
c
i
n
g
b
e
i
n
s
t
a
l
l
e
d
d
u
r
i
n
g
tr
u
s
s
e
r
e
c
t
i
o
n
,
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
S
t
a
b
i
l
i
z
e
r
I
n
s
t
a
l
l
a
t
i
o
n
g
u
i
d
e
.
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
)
1
=
6
9
7
/
0
-
5
-
8
(
m
i
n
.
0
-
1
-
8
)
,
5
=
6
9
0
/
0
-
5
-
8
(
m
i
n
.
0
-
1
-
8
)
Ma
x
H
o
r
z
1
=
2
0
3
(
L
C
5
)
Ma
x
U
p
l
i
f
t
1
=
-
2
0
(
L
C
9
)
,
5
=
-
2
4
(
L
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l
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7
6
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7
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9
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4
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=
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3
9
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6
=
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n
b
a
l
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A
S
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7
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3
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h
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f
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I
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g
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s
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1
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(
S
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Scale = 1:79.9
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2
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1
ST
2
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1
69
7
#
/
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2
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69
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2
4
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2
3
4
6
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5
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1
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6
6x
6
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5
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5
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8
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5
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3
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0
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A
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PLATES MT20 Weight: 125 lb FT = 20%GRIP 197/144
LU
M
B
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(
s
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6
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8
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m
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n
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0
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1
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8
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5
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6
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m
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n
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0
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1
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8
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2
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3
(
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)
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x
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p
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1
=
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0
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L
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5
=
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2
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L
C
8
)
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b
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a
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p
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l
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1
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2
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3
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5
7
6
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4
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,
3
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4
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5
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3
9
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4
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=
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5
7
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3
9
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B
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3
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6
=
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2
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2
9
9
NO
T
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S
-
1)
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n
b
a
l
a
n
c
e
d
r
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f
l
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l
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d
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c
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s
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n
.
2)
W
i
n
d
:
A
S
C
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7
-
1
0
;
V
u
l
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=
1
1
5
m
p
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(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
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R
C
2
0
1
2
)
=
9
1
m
p
h
;
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C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
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x
p
B
;
E
n
c
l
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d
;
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F
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(
e
n
v
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l
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)
g
a
b
l
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d
z
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;
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n
t
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;
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m
c
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.
LO
A
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A
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(
S
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S
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v
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Scale = 1:76.4
0
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1
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1
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T2
T3
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W3
W4
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70
0
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0
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LO
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PLATES MT20 Weight: 95 lb FT = 20%GRIP 197/144
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5
2
NO
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S
-
1)
U
n
b
a
l
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c
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d
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A
S
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0
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V
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d
g
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p
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;
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2
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2
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a
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.
I
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;
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c
l
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W
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(
e
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r
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v
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.
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T
h
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t
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f
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(
s
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.
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d
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,
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c
.
M
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n
J
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2
5
1
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4
7
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0
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2
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1
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P
a
g
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1
Vil
l
a
u
m
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I
n
d
u
s
t
r
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e
s
,
S
t
P
a
u
l
,
M
N
ID
:
v
H
w
C
m
L
m
p
4
v
x
t
?
m
?
k
X
f
n
8
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7
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4
4
t
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4
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3
b
K
l
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L
T
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d
j
d
8
j
C
V
k
H
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D
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2
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p
8
Scale = 1:76.4
0
-
1
-
1
5
T1
T2
T3
W2
B1
W1W2
W3
70
0
#
/
0
#
66
4
#
/
-
1
2
0
#
2
3
4
5
7
6
1
6x
8
2x
4
4x
4
5x
8
3x
4
8x
8
0-
5
-
8
0-
5
-
8
2-
5
-
8
2-
0
-
0
7-5
-
7
4-
1
1
-
1
5
13
-
0
-
0
5-
6
-
9
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-
0
-
0
1-
0
-
0
2-
5
-
8
2-
5
-
8
6-
6
-
0
4-
0
-
8
7-
5
-
7
0-
1
1
-
7
13
-
0
-
0
5-
6
-
9
0
-
8
-
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Pl
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3
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PLATES MT20 Weight: 96 lb FT = 20%GRIP 197/144
LU
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b
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c
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d
.
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A
S
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(
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S
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b
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C1
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T
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p
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Ro
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S
p
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c
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l
Qt
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5
Ply
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b
R
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(
o
p
t
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)
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n
:
8
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2
2
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J
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n
1
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P
r
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n
t
:
8
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2
2
0
s
J
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1
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0
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8
M
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I
n
d
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t
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c
.
M
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2
5
1
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4
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v
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p
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1
l
L
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5
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R
9
T
q
V
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2
i
p
7
Scale = 1:69.5
T1
W3
B1W1
W2
HW
1
65
2
#
/
-
1
1
#
56
4
#
/
-
1
1
4
#
65
2
#
/
-
1
1
#
1
2
3
4
6
5
3x
4
3x
6
3x
4
2x
3
3x
4
5-5
-
7
5-5
-
7
11
-
0
-
0
5-
6
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9
-1
-
0
-
0
1-0
-
0
5-5
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7
5-5
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7
11
-
0
-
0
5-
6
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9
0
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6
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1
4
9
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8
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1
4
1
0
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4
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9
10
.
0
0
1
2
Pl
a
t
e
O
f
f
s
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t
s
(
X
,
Y
)
-
-
[
2
:
0
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0
-
9
,
0
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0
-
1
1
]
,
[
2
:
0
-
1
-
3
,
0
-
4
-
3
]
,
[
2
:
0
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3
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0
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0
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0
-
1
1
]
,
[
5
:
0
-
1
-
1
2
,
0
-
1
-
8
]
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
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0
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0
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SP
A
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a
t
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0
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1
5
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1
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S
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T
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7
CS
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.
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t
r
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x
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0.
4
5
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2
5
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7
5
DE
F
L
.
Ve
r
t
(
L
L
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r
t
(
T
L
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r
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(
T
L
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0
3
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0
6
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0
1
(l
o
c
)
5-
6
5-
6
2
l/
d
e
f
l
>9
9
9
>9
9
9
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 Weight: 51 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
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o
.
2
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T
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2
x
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.
2
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x
3
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P
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x
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x
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P
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2
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f
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2
x
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l
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2
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l
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Scale = 1:73.6
T1
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B1W1
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28
3
0
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1
4
2
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33
7
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28
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1
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1
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2
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Y
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0
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2
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3
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0
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8
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1
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0
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8
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LO
A
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(p
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24
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a
PLATES MT20 Weight: 136 lb FT = 20%GRIP 197/144
LU
M
B
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TO
P
C
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D
2
x
4
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2
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t
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l
w
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s
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t
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c
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d
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d
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c
b
r
a
c
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n
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.
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B
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a
t
m
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d
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4
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C
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.
(l
b
/
s
i
z
e
)
2
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2
8
3
0
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0
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5
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8
(
m
i
n
.
0
-
2
-
4
)
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5
=
3
3
7
9
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e
c
h
a
n
i
c
a
l
Ma
x
H
o
r
z
2
=
2
8
0
(
L
C
7
)
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x
U
p
l
i
f
t
2
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-
1
4
2
(
L
C
8
)
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5
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-
2
9
1
(
L
C
8
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C
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S
.
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b
)
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a
x
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p
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n
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l
l
f
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l
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l
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t
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n
s
h
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w
n
.
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D
2
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3
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9
0
3
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1
5
2
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T
C
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D
2
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1
0
=
-
1
9
9
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2
1
4
4
,
1
0
-
1
1
=
-
1
9
9
/
2
1
4
4
,
6
-
1
1
=
-
1
9
9
/
2
1
4
4
,
6
-
1
2
=
-
1
9
9
/
2
1
4
4
,
1
2
-
1
3
=
-
1
9
9
/
2
1
4
4
,
1
3
-
1
4
=
-
1
9
9
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2
1
4
4
,
5
-
1
4
=
-
1
9
9
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2
1
4
4
WE
B
S
3
-
6
=
-
1
4
6
/
3
1
5
3
,
3
-
5
=
-
2
8
5
0
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2
9
9
NO
T
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S
-
1)
2
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p
l
y
t
r
u
s
s
t
o
b
e
c
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n
e
c
t
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d
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h
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w
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1
0
d
(
0
.
1
3
1
"
x
3
"
)
n
a
i
l
s
a
s
f
o
l
l
o
w
s
:
To
p
c
h
o
r
d
s
c
o
n
n
e
c
t
e
d
a
s
f
o
l
l
o
w
s
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2
x
4
-
1
r
o
w
a
t
0
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9
-
0
o
c
,
2
x
3
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1
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w
a
t
0
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9
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0
o
c
.
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t
t
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m
c
h
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r
d
s
c
o
n
n
e
c
t
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d
a
s
f
o
l
l
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w
s
:
2
x
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s
s
t
a
g
g
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d
a
t
0
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9
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c
.
We
b
s
c
o
n
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e
c
t
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d
a
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f
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l
l
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s
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2
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w
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t
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0
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.
2
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3
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s
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c
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t
a
c
t
w
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t
h
l
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m
b
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.
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A
D
C
A
S
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(
S
)
S
t
a
n
d
a
r
d
1)
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e
a
d
+
R
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o
f
L
i
v
e
(
b
a
l
a
n
c
e
d
)
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L
u
m
b
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r
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n
c
r
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a
s
e
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1
.
1
5
,
P
l
a
t
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c
r
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a
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e
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1
.
1
5
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i
f
o
r
m
L
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a
d
s
(
p
l
f
)
Ve
r
t
:
1
-
4
=
-
8
4
,
5
-
7
=
-
2
0
Co
n
c
e
n
t
r
a
t
e
d
L
o
a
d
s
(
l
b
)
Ve
r
t
:
1
0
=
-
9
3
7
(
B
)
1
1
=
-
9
3
7
(
B
)
1
2
=
-
9
3
7
(
B
)
1
3
=
-
1
0
9
1
(
B
)
1
4
=
-
1
0
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2
(
B
)
Jo
b
A
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u
s
s
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b
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n
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e
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o
p
t
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o
n
a
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)
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n
:
8
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2
2
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1
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2
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1
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r
i
n
t
:
8
.
2
2
0
s
J
u
n
1
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M
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k
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c
.
M
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J
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2
5
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4
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a
g
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1
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l
a
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d
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s
,
S
t
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a
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l
,
M
N
ID
:
v
H
w
C
m
L
m
p
4
v
x
t
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m
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k
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f
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8
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7
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4
4
t
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k
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7
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5
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D
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4
b
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4
6
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F
d
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f
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7
6
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U
6
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2
i
p
4
Scale = 1:73.6
T1
W5
B1
B2
B3
W1
W3W2
W4
23
0
6
#
/
-
2
1
7
#
19
8
9
#
/
-
3
4
8
#
23
0
6
#
/
-
2
1
7
#
12
3
4
5
9
8
7
6
13
1
4
1
5
162x
4
4x
4
3x
6
4x
4
3x
4
3x
4
5x
8
4x
4
JU
S
2
4
J
U
S
2
4
L
U
S
2
6
L
U
S
2
6
LU
S
2
6
1-0
-
0
1-0
-
0
3-
0
-
0
2-
0
-
0
3-7
-
7
0-7
-
7
5-
0
-
0
1-
4
-
9
6-9
-
1
2
1-9
-
1
2
6-
1
1
-
0
0-
1
-
4
9-
0
-
0
2-
1
-
0
11
-
0
-
0
2-
0
-
0
-1
-
0
-
0
1-
0
-
0
3-7
-
7
3-7
-
7
6-1
1
-
0
3-
3
-
9
11
-
0
-
0
4-
1
-
0
0
-
6
-
1
4
9
-
8
-
1
4
1
0
-
4
-
9
7
-
8
-
1
4
2
-
0
-
0
10
.
0
0
1
2
Pl
a
t
e
O
f
f
s
e
t
s
(
X
,
Y
)
-
-
[
4
:
0
-
2
-
8
,
0
-
1
-
0
]
,
[
7
:
0
-
4
-
8
,
0
-
2
-
8
]
,
[
8
:
E
d
g
e
,
0
-
2
-
8
]
,
[
9
:
0
-
1
-
8
,
0
-
1
-
8
]
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
I
N
G
-
Pl
a
t
e
G
r
i
p
D
O
L
Lu
m
b
e
r
D
O
L
Re
p
S
t
r
e
s
s
I
n
c
r
Co
d
e
2-
0
-
0
1.
1
5
1.
1
5
NO
MN
S
R
C
2
0
1
5
/
T
P
I
2
0
0
7
CS
I
.
TC BC WB Ma
t
r
i
x
-
M
S
0.
3
0
0.
8
7
0.
6
5
DE
F
L
.
Ve
r
t
(
L
L
)
Ve
r
t
(
T
L
)
Ho
r
z
(
T
L
)
in
-0
.
0
4
-0
.
0
7
0.
0
3
(l
o
c
)
6-
7
6-
7
6
l/
d
e
f
l
>9
9
9
>9
9
9
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 Weight: 120 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
BO
T
C
H
O
R
D
2
x
6
S
P
F
1
6
5
0
F
1
.
5
E
*
E
x
c
e
p
t
*
B2
:
2
x
3
S
P
F
S
t
u
d
WE
B
S
2
x
3
S
P
F
S
t
u
d
BR
A
C
I
N
G
-
TO
P
C
H
O
R
D
S
t
r
u
c
t
u
r
a
l
w
o
o
d
s
h
e
a
t
h
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
6
-
0
-
0
o
c
p
u
r
l
i
n
s
,
e
x
c
e
p
t
e
n
d
v
e
r
t
i
c
a
l
s
.
BO
T
C
H
O
R
D
R
i
g
i
d
c
e
i
l
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
1
0
-
0
-
0
o
c
b
r
a
c
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v
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3
Scale = 1:16.9
W1
T1
W2
B1
43
9
#
/
-
7
7
#
4
1
#
/
-
1
5
9
#
1
2
3
5
4
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4
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4
2x
4
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4
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-
0
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1
1
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0
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1
1
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1
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4
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1
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7
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1
2
LO
A
D
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G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
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.
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PLATES MT20 Weight: 8 lb FT = 20%GRIP 197/144
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Scale = 1:16.9
T1
B1
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34
1
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4
1
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25
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3
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11
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a
PLATES MT20 Weight: 7 lb FT = 20%GRIP 197/144
LU
M
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P
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c
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d
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c
t
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c
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.
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A
C
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.
(l
b
/
s
i
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)
5
=
3
4
1
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0
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8
-
1
3
(
m
i
n
.
0
-
1
-
8
)
,
4
=
-
3
/
M
e
c
h
a
n
i
c
a
l
,
3
=
-
2
4
/
M
e
c
h
a
n
i
c
a
l
Ma
x
H
o
r
z
5
=
5
6
(
L
C
8
)
Ma
x
U
p
l
i
f
t
5
=
-
4
1
(
L
C
8
)
,
4
=
-
3
(
L
C
1
)
,
3
=
-
2
4
(
L
C
1
)
Ma
x
G
r
a
v
5
=
3
4
1
(
L
C
1
)
,
4
=
2
5
(
L
C
3
)
,
3
=
1
1
(
L
C
4
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
C
o
m
p
.
/
M
a
x
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n
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-
A
l
l
f
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r
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s
2
5
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(
l
b
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l
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n
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h
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w
n
.
TO
P
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2
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5
=
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5
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NO
T
E
S
-
1)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
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=
1
1
5
m
p
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(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
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R
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1
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)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
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s
e
d
;
M
W
F
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(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
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v
e
r
l
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f
t
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d
r
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g
h
t
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x
p
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d
;
e
n
d
v
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t
i
c
a
l
l
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f
t
a
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d
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i
g
h
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e
x
p
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s
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d
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L
u
m
b
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r
D
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=
1
.
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0
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l
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g
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.
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c
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3)
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T
h
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t
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s
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p
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b
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t
t
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m
c
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r
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a
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a
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2
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l
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R
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(
s
)
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m
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c
h
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l
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(
b
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l
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p
l
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j
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n
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s
)
5
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.
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(
S
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S
t
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b
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b
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n
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8
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2
2
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n
1
4
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1
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r
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t
:
8
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2
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1
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k
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t
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,
I
n
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M
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n
J
u
n
2
5
1
4
:
4
7
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l
a
u
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I
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d
u
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t
r
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v
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p
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w
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S
k
h
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p
4
w
9
j
J
z
2
i
p
1
Scale = 1:109.9
T1
T2
B1
B
1
W4
W3
W3
W1
W2
W1
W2
91
7
#
/
-
7
3
#
8
1
8
#
/
-
6
9
#
1
2
3
4
5
6
9
8
7
4x
4
3x
5
6x
8
3x
8
3x
8
3x
5
4x
4
4x
4
8-
0
-
0
8-
0
-
0
16
-
0
-
0
8-
0
-
0
-1
-
0
-
0
1-0
-
0
4-1
-
4
4-1
-
4
8-
0
-
0
3-
1
0
-
1
2
11
-
1
0
-
1
2
3-
1
0
-
1
2
16
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0
4-
1
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4
1
-
2
-
6
1
3
-
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5
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7
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1
4
18
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0
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1
2
9.
0
0
1
2
Pl
a
t
e
O
f
f
s
e
t
s
(
X
,
Y
)
-
-
[
2
:
0
-
2
-
8
,
0
-
1
-
4
]
,
[
3
:
0
-
2
-
8
,
0
-
1
-
8
]
,
[
4
:
0
-
1
-
1
2
,
0
-
2
-
0
]
,
[
5
:
0
-
2
-
8
,
0
-
1
-
8
]
,
[
7
:
0
-
1
-
6
,
E
d
g
e
]
,
[
8
:
0
-
4
-
0
,
0
-
3
-
1
2
]
,
[
9
:
0
-
1
-
6
,
E
d
g
e
]
LO
A
D
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N
G
(p
s
f
)
TC
L
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L
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0
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SP
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(l
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9
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5
5
n/
a
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d
24
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n/
a
PLATES MT20 Weight: 85 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
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P
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o
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2
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B
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2
x
3
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:
2
x
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o
.
2
BR
A
C
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TO
P
C
H
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u
c
t
u
r
a
l
w
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o
d
s
h
e
a
t
h
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n
g
d
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c
t
l
y
a
p
p
l
i
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d
o
r
5
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6
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2
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c
p
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r
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t
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d
v
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c
a
l
s
.
BO
T
C
H
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l
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d
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c
t
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a
p
p
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9
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b
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a
c
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.
WE
B
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1
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w
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m
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p
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3
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5
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7
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k
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c
o
m
m
e
n
d
s
t
h
a
t
S
t
a
b
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a
n
d
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q
u
i
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d
c
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b
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c
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b
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t
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d
d
u
r
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n
g
tr
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c
t
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a
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c
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d
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w
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e
.
RE
A
C
T
I
O
N
S
.
(l
b
/
s
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e
)
9
=
9
1
7
/
0
-
5
-
8
(
m
i
n
.
0
-
1
-
8
)
,
7
=
8
1
8
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0
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5
-
8
(
m
i
n
.
0
-
1
-
8
)
Ma
x
H
o
r
z
9
=
3
1
0
(
L
C
5
)
Ma
x
U
p
l
i
f
t
9
=
-
7
3
(
L
C
9
)
,
7
=
-
6
9
(
L
C
8
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
C
o
m
p
.
/
M
a
x
.
T
e
n
.
-
A
l
l
f
o
r
c
e
s
2
5
0
(
l
b
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l
e
s
s
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x
c
e
p
t
w
h
e
n
s
h
o
w
n
.
TO
P
C
H
O
R
D
2
-
3
=
-
3
8
5
/
1
8
9
,
3
-
4
=
-
9
9
8
/
7
1
,
4
-
5
=
-
1
0
3
0
/
1
3
9
,
5
-
6
=
-
3
3
1
/
1
1
6
,
2
-
9
=
-
4
5
9
/
2
0
0
,
6
-
7
=
-
3
2
6
/
1
1
6
BO
T
C
H
O
R
D
8
-
9
=
-
3
5
2
/
9
6
7
,
7
-
8
=
-
9
3
/
7
8
5
WE
B
S
4
-
8
=
-
1
4
6
/
1
1
9
6
,
5
-
8
=
-
2
0
9
/
2
6
1
,
3
-
9
=
-
9
7
3
/
0
,
5
-
7
=
-
1
0
0
0
/
1
4
9
NO
T
E
S
-
1)
U
n
b
a
l
a
n
c
e
d
r
o
o
f
l
i
v
e
l
o
a
d
s
h
a
v
e
b
e
e
n
c
o
n
s
i
d
e
r
e
d
f
o
r
t
h
i
s
d
e
s
i
g
n
.
2)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
e
v
e
r
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
e
n
d
v
e
r
t
i
c
a
l
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
L
u
m
b
e
r
D
O
L
=
1
.
6
0
p
l
a
t
e
g
r
i
p
D
O
L
=
1
.
6
0
3)
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
o
r
a
1
0
.
0
p
s
f
b
o
t
t
o
m
c
h
o
r
d
l
i
v
e
l
o
a
d
n
o
n
c
o
n
c
u
r
r
e
n
t
w
i
t
h
a
n
y
o
t
h
e
r
l
i
v
e
l
o
a
d
s
.
4)
*
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
o
r
a
l
i
v
e
l
o
a
d
o
f
2
0
.
0
p
s
f
o
n
t
h
e
b
o
t
t
o
m
c
h
o
r
d
i
n
a
l
l
a
r
e
a
s
w
h
e
r
e
a
r
e
c
t
a
n
g
l
e
3
-
6
-
0
t
a
l
l
b
y
2
-
0
-
0
w
i
d
e
w
i
l
l
f
i
t
b
e
t
w
e
e
n
t
h
e
b
o
t
t
o
m
c
h
o
r
d
a
n
d
a
n
y
o
t
h
e
r
me
m
b
e
r
s
.
5)
B
e
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Scale = 1:109.9
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T
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B
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W3
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PLATES MT20 Weight: 87 lb FT = 20%GRIP 197/144
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Scale = 1:109.9
T1
T
1
B1
B
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W4
W3
W3
W1
W2
W1
W2
ST
6
ST
7
ST
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ST
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ST
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ST
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ST
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PLATES MT20 MT18HS Weight: 115 lb FT = 20%GRIP 197/144 197/144
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p
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Scale = 1:109.0
T1
T2
T3 W9
B1
B
2
W3
W4
W5
W6
W7W8BL
1
W1
W2
82
0
#
/
-
6
1
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77
4
#
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-
7
5
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1
2
3
4
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6
10
9
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Scale = 1:103.7
W1T1
T2
T3
T4 W1
0
B1
B2
B
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W5
W6
W8
W9 BL
1
W3
W7
W4
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1
2
3
4
5
6
11
10
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8
7
12
13
15
16
14
4x
6
6x
6
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0-
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8
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4
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-
1
0
4-
4
-
1
5
3-
5
-
1
3
8-
0
-
0
3-
7
-
1
14
-
1
-
1
0
6-
1
-
1
0
16
-
0
-
0
1-1
0
-
6
1
-
7
-
1
2
-
2
-
1
1
1
2
-
1
0
-
0
3
-
7
-
9
1
3
-
2
-
6
3
-
1
1
-
1
5
5
-
7
-
1
4
18
.
0
0
1
2
9.
0
0
1
2
Pl
a
t
e
O
f
f
s
e
t
s
(
X
,
Y
)
-
-
[
1
:
0
-
3
-
0
,
0
-
2
-
0
]
,
[
2
:
0
-
2
-
0
,
0
-
2
-
4
]
,
[
3
:
0
-
3
-
1
2
,
0
-
2
-
0
]
,
[
6
:
0
-
1
-
8
,
0
-
2
-
1
2
]
,
[
9
:
0
-
4
-
0
,
0
-
2
-
4
]
,
[
1
1
:
0
-
1
-
8
,
0
-
2
-
0
]
,
[
1
2
:
0
-
3
-
0
,
0
-
2
-
0
]
,
[
1
3
:
0
-
8
-
0
,
0
-
0
-
1
4
]
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
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L
BC
L
L
BC
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L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
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a
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r
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a
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L
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m
b
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p
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9
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9
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9
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MN
S
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2
0
1
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7
CS
I
.
TC BC WB Ma
t
r
i
x
-
M
S
0.
4
5
0.
3
0
0.
3
6
DE
F
L
.
Ve
r
t
(
L
L
)
Ve
r
t
(
T
L
)
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(
T
L
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in
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.
0
7
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1
9
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1
8
(l
o
c
)
8-
9
8-
9 16
l/
d
e
f
l
>9
9
9
>9
9
2
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 Weight: 94 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
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T
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H
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2
x
4
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P
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.
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x
c
e
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:
2
x
3
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2
x
3
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P
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S
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x
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:
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x
6
S
P
F
1
6
5
0
F
1
.
5
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,
W
3
:
2
x
4
D
F
2
4
0
0
F
2
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0
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,
W
2
:
2
x
3
S
P
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o
.
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6
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1
6
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1
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5
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BR
A
C
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TO
P
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H
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D
1
R
o
w
a
t
m
i
d
p
t
2
-
4
,
4
-
5
6-
0
-
0
o
c
b
r
a
c
i
n
g
:
1
1
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1
4
BO
T
C
H
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D
R
i
g
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d
c
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i
l
i
n
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d
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c
t
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a
p
p
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r
1
0
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0
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0
o
c
b
r
a
c
i
n
g
.
WE
B
S
1
R
o
w
a
t
m
i
d
p
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3
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1
1
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e
k
r
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c
o
m
m
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n
d
s
t
h
a
t
S
t
a
b
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l
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r
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d
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q
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d
c
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b
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c
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b
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a
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d
d
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r
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tr
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c
t
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,
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n
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c
c
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w
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b
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l
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n
s
t
a
l
l
a
t
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o
n
g
u
i
d
e
.
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
)
1
4
=
2
5
8
/
M
e
c
h
a
n
i
c
a
l
,
1
6
=
2
5
1
/
M
e
c
h
a
n
i
c
a
l
Ma
x
H
o
r
z
1
4
=
-
1
6
(
L
C
6
)
Ma
x
G
r
a
v
1
4
=
4
0
8
(
L
C
3
)
,
1
6
=
3
9
8
(
L
C
3
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
C
o
m
p
.
/
M
a
x
.
T
e
n
.
-
A
l
l
f
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r
c
e
s
2
5
0
(
l
b
)
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r
l
e
s
s
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x
c
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p
t
w
h
e
n
s
h
o
w
n
.
TO
P
C
H
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R
D
1
1
-
1
2
=
-
3
2
8
/
0
,
3
-
4
=
-
4
4
5
/
0
,
4
-
5
=
-
4
7
1
/
0
,
5
-
6
=
-
2
8
5
/
0
BO
T
C
H
O
R
D
1
0
-
1
1
=
0
/
3
9
9
,
9
-
1
0
=
0
/
4
1
3
,
8
-
9
=
0
/
4
4
6
WE
B
S
4
-
9
=
0
/
6
4
4
,
5
-
8
=
-
4
4
5
/
0
,
6
-
8
=
0
/
5
6
0
,
3
-
1
3
=
-
5
9
1
/
0
,
6
-
1
6
=
-
4
0
4
/
0
NO
T
E
S
-
1)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
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v
e
r
l
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f
t
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n
d
r
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g
h
t
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x
p
o
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d
;
e
n
d
v
e
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t
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c
a
l
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
L
u
m
b
e
r
D
O
L
=
1
.
6
0
p
l
a
t
e
g
r
i
p
D
O
L
=
1
.
6
0
2)
P
r
o
v
i
d
e
a
d
e
q
u
a
t
e
d
r
a
i
n
a
g
e
t
o
p
r
e
v
e
n
t
w
a
t
e
r
p
o
n
d
i
n
g
.
3)
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
o
r
a
1
0
.
0
p
s
f
b
o
t
t
o
m
c
h
o
r
d
l
i
v
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l
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d
n
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c
o
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c
u
r
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n
t
w
i
t
h
a
n
y
o
t
h
e
r
l
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v
e
l
o
a
d
s
.
4)
*
T
h
i
s
t
r
u
s
s
h
a
s
b
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n
d
e
s
i
g
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e
d
f
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a
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e
l
o
a
d
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f
2
0
.
0
p
s
f
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n
t
h
e
b
o
t
t
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m
c
h
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d
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n
a
l
l
a
r
e
a
s
w
h
e
r
e
a
r
e
c
t
a
n
g
l
e
3
-
6
-
0
t
a
l
l
b
y
2
-
0
-
0
w
i
d
e
w
i
l
l
f
i
t
b
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t
w
e
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n
t
h
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b
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t
t
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m
c
h
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r
d
a
n
d
a
n
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o
t
h
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r
me
m
b
e
r
s
.
5)
R
e
f
e
r
t
o
g
i
r
d
e
r
(
s
)
f
o
r
t
r
u
s
s
t
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t
r
u
s
s
c
o
n
n
e
c
t
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o
n
s
.
6)
G
r
a
p
h
i
c
a
l
p
u
r
l
i
n
r
e
p
r
e
s
e
n
t
a
t
i
o
n
d
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s
n
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d
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p
i
c
t
t
h
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s
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o
r
t
h
e
o
r
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n
t
a
t
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n
o
f
t
h
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p
u
r
l
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n
a
l
o
n
g
t
h
e
t
o
p
a
n
d
/
o
r
b
o
t
t
o
m
c
h
o
r
d
.
LO
A
D
C
A
S
E
(
S
)
S
t
a
n
d
a
r
d
Jo
b
A
Tr
u
s
s
D6
Tr
u
s
s
T
y
p
e
Ro
o
f
S
p
e
c
i
a
l
Qt
y
1
Ply
1
Jo
b
R
e
f
e
r
e
n
c
e
(
o
p
t
i
o
n
a
l
)
Ru
n
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
P
r
i
n
t
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
M
i
T
e
k
I
n
d
u
s
t
r
i
e
s
,
I
n
c
.
M
o
n
J
u
n
2
5
1
4
:
4
7
:
1
3
2
0
1
8
P
a
g
e
1
Vil
l
a
u
m
e
I
n
d
u
s
t
r
i
e
s
,
S
t
P
a
u
l
,
M
N
ID
:
v
H
w
C
m
L
m
p
4
v
x
t
?
m
?
k
X
f
n
8
O
7
z
4
4
t
E
-
5
H
8
?
P
j
D
3
X
l
6
d
B
?
P
d
3
j
N
n
D
5
P
S
2
T
V
s
X
A
s
U
y
M
e
v
N
X
z
2
i
o
y
Scale = 1:104.7
W1T1
T2
T3
T4 W9
B1
B2
B
2
W2W3
W4
W5
W6
W7
W8 BL
1
40
6
#
/
0
#
39
8
#
/
0
#
1
2
3
4
5
10
9
8
7
6
1112
14
15
13
4x
6
5x
8
4x
6
4x
4
4x
6
5x
8
2x
4
2x
4
3x
4
5x
8
3x
4
4x
6
0-5
-
8
0-5
-
8
1-
7
-
2
1-
1
-
1
0
8-
0
-
0
6-
4
-
1
4
13
-
6
-
1
5
5-6
-
1
5
16
-
0
-
0
2-5
-
1
0-5
-
8
0-5
-
8
1-
7
-
2
1-
1
-
1
0
8-
0
-
0
6-
4
-
1
4
13
-
6
-
1
5
5-6
-
1
5
16
-
0
-
0
2-5
-
1
2
-
7
-
1
3
-
2
-
1
1
1
2
-
1
0
-
0
4
-
5
-
9
1
3
-
2
-
6
4
-
9
-
1
5
5
-
7
-
1
4
18
.
0
0
1
2
9.
0
0
1
2
Pl
a
t
e
O
f
f
s
e
t
s
(
X
,
Y
)
-
-
[
5
:
0
-
1
-
8
,
0
-
2
-
1
2
]
,
[
8
:
0
-
4
-
0
,
E
d
g
e
]
,
[
1
2
:
0
-
1
-
8
,
0
-
2
-
1
2
]
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
I
N
G
-
Pl
a
t
e
G
r
i
p
D
O
L
Pl
a
t
e
M
e
t
a
l
D
O
L
Lu
m
b
e
r
D
O
L
Re
p
S
t
r
e
s
s
I
n
c
r
Co
d
e
2-
0
-
0
0.
9
0
0.
9
0
0.
9
0
YE
S
MN
S
R
C
2
0
1
5
/
T
P
I
2
0
0
7
CS
I
.
TC BC WB Ma
t
r
i
x
-
M
S
0.
3
5
0.
3
2
0.
3
6
DE
F
L
.
Ve
r
t
(
L
L
)
Ve
r
t
(
T
L
)
Ho
r
z
(
T
L
)
in
-0
.
0
7
-0
.
1
8
0.
1
0
(l
o
c
)
8-
9
8-
9 15
l/
d
e
f
l
>9
9
9
>9
9
9
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 Weight: 93 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
BO
T
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
*
E
x
c
e
p
t
*
B1
:
2
x
3
S
P
F
S
t
u
d
WE
B
S
2
x
3
S
P
F
S
t
u
d
*
E
x
c
e
p
t
*
W1
:
2
x
6
S
P
F
1
6
5
0
F
1
.
5
E
,
W
4
:
2
x
3
S
P
F
N
o
.
2
OT
H
E
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L
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l
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2
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3
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7
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3
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4
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B
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1
-
9
=
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5
9
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2
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9
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4
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3
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8
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6
4
2
,
4
-
7
=
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4
3
1
/
0
,
5
-
7
=
0
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4
9
6
,
5
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1
5
=
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2
/
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NO
T
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S
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1)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
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=
1
1
5
m
p
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(
3
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s
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c
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d
g
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V
(
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R
C
2
0
1
2
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=
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1
m
p
h
;
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C
D
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=
4
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2
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s
f
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B
C
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6
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0
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s
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h
=
2
5
f
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C
a
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I
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E
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p
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n
c
l
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W
F
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e
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l
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g
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n
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p
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1
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P
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f
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(
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1
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2
2
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1
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1
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M
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2
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1
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4
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l
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v
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v
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2
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x
Scale = 1:103.7
W1
T1
T2
T3
T4
W9
B1
B2
B
2
W2W3
W4
W5
W6
W7
W8BL
1
40
6
#
/
0
#
39
8
#
/
0
#
1
2
3
4
5
10
9
8
7
6
1112
14
15
13
4x
6
3x
4
5x
8
4x
6
4x
4
4x
6
5x
8
2x
4
2x
4
3x
4
5x
8
3x
4
4x
6
4x
6
0-
5
-
8
0-
5
-
8
2-3
-
2
1-
9
-
1
0
8-0
-
0
5-8
-
1
4
13
-
0
-
5
5-0
-
5
16
-
0
-
0
2-1
1
-
1
1
0-
5
-
8
0-
5
-
8
2-3
-
2
1-
9
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1
0
8-0
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0
5-8
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1
4
13
-
0
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5
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5
16
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0
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0
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1
-
1
1
3
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7
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1
4
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2
-
1
1
1
2
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1
0
-
0
5
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3
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9
1
3
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2
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6
5
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7
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1
5
5
-
7
-
1
4
18
.
0
0
1
2
9.0
0
1
2
Pl
a
t
e
O
f
f
s
e
t
s
(
X
,
Y
)
-
-
[
4
:
0
-
2
-
8
,
0
-
1
-
1
2
]
,
[
5
:
0
-
1
-
8
,
0
-
2
-
1
2
]
,
[
8
:
0
-
4
-
0
,
0
-
2
-
4
]
,
[
1
2
:
0
-
1
-
8
,
0
-
2
-
1
2
]
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
I
N
G
-
Pl
a
t
e
G
r
i
p
D
O
L
Pl
a
t
e
M
e
t
a
l
D
O
L
Lu
m
b
e
r
D
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Re
p
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s
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9
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9
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9
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2
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1
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CS
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t
r
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2
4
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2
6
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3
6
DE
F
L
.
Ve
r
t
(
L
L
)
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r
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(
T
L
)
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r
z
(
T
L
)
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0
5
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1
5
0.
1
0
(l
o
c
)
8-
9
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l/
d
e
f
l
>9
9
9
>9
9
9
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 Weight: 97 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
BO
T
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
*
E
x
c
e
p
t
*
B1
:
2
x
3
S
P
F
S
t
u
d
WE
B
S
2
x
3
S
P
F
S
t
u
d
*
E
x
c
e
p
t
*
W1
:
2
x
6
S
P
F
1
6
5
0
F
1
.
5
E
OT
H
E
R
S
2
x
6
S
P
F
1
6
5
0
F
1
.
5
E
BR
A
C
I
N
G
-
TO
P
C
H
O
R
D
1
R
o
w
a
t
m
i
d
p
t
2
-
3
,
3
-
4
6-
0
-
0
o
c
b
r
a
c
i
n
g
:
1
0
-
1
3
10
-
0
-
0
o
c
b
r
a
c
i
n
g
:
1
-
1
2
BO
T
C
H
O
R
D
R
i
g
i
d
c
e
i
l
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
1
0
-
0
-
0
o
c
b
r
a
c
i
n
g
.
MiT
e
k
r
e
c
o
m
m
e
n
d
s
t
h
a
t
S
t
a
b
i
l
i
z
e
r
s
a
n
d
r
e
q
u
i
r
e
d
c
r
o
s
s
b
r
a
c
i
n
g
b
e
i
n
s
t
a
l
l
e
d
d
u
r
i
n
g
tr
u
s
s
e
r
e
c
t
i
o
n
,
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
S
t
a
b
i
l
i
z
e
r
I
n
s
t
a
l
l
a
t
i
o
n
g
u
i
d
e
.
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
)
1
3
=
2
5
6
/
M
e
c
h
a
n
i
c
a
l
,
1
5
=
2
5
1
/
M
e
c
h
a
n
i
c
a
l
Ma
x
H
o
r
z
1
3
=
-
1
6
(
L
C
6
)
Ma
x
G
r
a
v
1
3
=
4
0
6
(
L
C
3
)
,
1
5
=
3
9
8
(
L
C
3
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
C
o
m
p
.
/
M
a
x
.
T
e
n
.
-
A
l
l
f
o
r
c
e
s
2
5
0
(
l
b
)
o
r
l
e
s
s
e
x
c
e
p
t
w
h
e
n
s
h
o
w
n
.
TO
P
C
H
O
R
D
1
-
1
1
=
-
4
6
0
/
0
,
1
-
2
=
-
2
7
8
/
0
,
2
-
3
=
-
4
6
8
/
0
,
3
-
4
=
-
4
6
2
/
0
,
4
-
5
=
-
2
9
4
/
0
BO
T
C
H
O
R
D
8
-
9
=
0
/
4
3
1
,
7
-
8
=
0
/
4
4
3
WE
B
S
1
-
9
=
0
/
5
1
3
,
2
-
9
=
-
4
2
1
/
0
,
3
-
8
=
0
/
6
4
2
,
4
-
7
=
-
4
1
5
/
0
,
5
-
7
=
0
/
4
6
6
,
5
-
1
5
=
-
4
0
1
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0
NO
T
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S
-
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W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
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(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
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v
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r
l
e
f
t
a
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d
r
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g
h
t
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x
p
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d
;
e
n
d
v
e
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t
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c
a
l
l
e
f
t
a
n
d
r
i
g
h
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e
x
p
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d
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L
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m
b
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D
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=
1
.
6
0
p
l
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t
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g
r
i
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D
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=
1
.
6
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P
r
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v
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a
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q
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a
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d
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T
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p
s
f
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h
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b
o
t
t
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m
c
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3
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w
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M
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2
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v
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7
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P
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2
i
o
w
Scale = 1:103.7
W1
T1
T2
T3
T4
W9
B1
B2
B
2
W2W3
W4
W5
W6
W7
W8
BL
1
40
6
#
/
0
#
39
8
#
/
0
#
1
2
3
4
5
10
9
8
7
6
1112
14
15
13
4x
6
4x
6
5x
8
4x
6
4x
4
4x
6
5x
8
2x
4
2x
4
3x
4
5x
8
3x
4
4x
6
4x
6
0-
5
-
8
0-
5
-
8
2-
1
1
-
1
5
2-6
-
7
8-
0
-
0
5-
0
-
1
12
-
5
-
1
0
4-
5
-
1
0
16
-
0
-
0
3-6
-
6
0-
5
-
8
0-
5
-
8
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1
1
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1
5
2-6
-
7
8-
0
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0
-
1
12
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5
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0
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5
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1
0
16
-
0
-
0
3-6
-
6
4
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8
-
4
5
-
3
-
1
4
1
2
-
1
0
-
0
6
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1
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9
1
3
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6
6
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5
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1
5
5
-
7
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1
4
18
.
0
0
1
2
9.0
0
1
2
Pl
a
t
e
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f
f
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t
s
(
X
,
Y
)
-
-
[
2
:
0
-
2
-
4
,
0
-
1
-
1
2
]
,
[
5
:
0
-
1
-
8
,
0
-
2
-
1
2
]
,
[
8
:
0
-
4
-
0
,
0
-
2
-
4
]
,
[
1
2
:
0
-
1
-
8
,
0
-
2
-
1
2
]
LO
A
D
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(p
s
f
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TC
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L
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0
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r
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(
L
L
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24
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n/
a
PLATES MT20 Weight: 102 lb FT = 20%GRIP 197/144
LU
M
B
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R
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TO
P
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H
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2
x
4
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2
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WE
B
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2
x
3
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:
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1
6
5
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1
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5
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5
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3
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b
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c
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g
:
1
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b
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c
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:
1
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.
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A
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O
N
S
.
(l
b
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s
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e
)
1
3
=
2
5
6
/
M
e
c
h
a
n
i
c
a
l
,
1
5
=
2
5
1
/
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e
c
h
a
n
i
c
a
l
Ma
x
H
o
r
z
1
3
=
-
1
6
(
L
C
6
)
Ma
x
G
r
a
v
1
3
=
4
0
6
(
L
C
3
)
,
1
5
=
3
9
8
(
L
C
3
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
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m
p
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M
a
x
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l
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f
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(
l
b
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w
h
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n
s
h
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w
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.
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P
C
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D
1
-
1
1
=
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4
0
9
/
0
,
1
-
2
=
-
2
8
7
/
0
,
2
-
3
=
-
4
5
8
/
0
,
3
-
4
=
-
4
4
8
/
0
,
4
-
5
=
-
2
9
6
/
0
BO
T
C
H
O
R
D
8
-
9
=
0
/
4
3
1
,
7
-
8
=
0
/
4
3
5
WE
B
S
1
-
9
=
0
/
4
7
0
,
2
-
9
=
-
4
0
6
/
0
,
3
-
8
=
0
/
6
4
1
,
4
-
7
=
-
3
9
7
/
0
,
5
-
7
=
0
/
4
4
5
,
5
-
1
5
=
-
4
0
0
/
0
NO
T
E
S
-
1)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
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v
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r
l
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f
t
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n
d
r
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g
h
t
e
x
p
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s
e
d
;
e
n
d
v
e
r
t
i
c
a
l
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
L
u
m
b
e
r
D
O
L
=
1
.
6
0
p
l
a
t
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g
r
i
p
D
O
L
=
1
.
6
0
2)
P
r
o
v
i
d
e
a
d
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q
u
a
t
e
d
r
a
i
n
a
g
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t
o
p
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e
v
e
n
t
w
a
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p
o
n
d
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n
g
.
3)
T
h
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s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
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g
n
e
d
f
o
r
a
1
0
.
0
p
s
f
b
o
t
t
o
m
c
h
o
r
d
l
i
v
e
l
o
a
d
n
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n
c
o
n
c
u
r
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e
n
t
w
i
t
h
a
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y
o
t
h
e
r
l
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v
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l
o
a
d
s
.
4)
*
T
h
i
s
t
r
u
s
s
h
a
s
b
e
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n
d
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s
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d
f
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a
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v
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l
o
a
d
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f
2
0
.
0
p
s
f
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n
t
h
e
b
o
t
t
o
m
c
h
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r
d
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a
l
l
a
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a
s
w
h
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a
r
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c
t
a
n
g
l
e
3
-
6
-
0
t
a
l
l
b
y
2
-
0
-
0
w
i
d
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w
i
l
l
f
i
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b
e
t
w
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e
n
t
h
e
b
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t
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m
c
h
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r
d
a
n
d
a
n
y
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t
h
e
r
me
m
b
e
r
s
.
5)
R
e
f
e
r
t
o
g
i
r
d
e
r
(
s
)
f
o
r
t
r
u
s
s
t
o
t
r
u
s
s
c
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e
c
t
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s
.
6)
G
r
a
p
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l/
d
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r
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n/
a
L/
d
12
0
12
0
n/
a
PLATES MT20 Weight: 45 lb FT = 20%GRIP 197/144
LU
M
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T1
T2
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2
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1
2
3
4
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7
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1
3
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4
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4
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4
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4
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4
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4
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LU
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2
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LU
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2
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LU
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2
4
LU
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2
4
2-
0
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0
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1
1
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1
1
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1
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7
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1
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7
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4
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5
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7
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A
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(p
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t
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t
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9
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d
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0
18
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n/
a
PLATES MT20 Weight: 97 lb FT = 20%GRIP 197/144
LU
M
B
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P
C
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R
D
2
x
4
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P
F
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5
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d
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t
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d
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c
t
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a
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p
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d
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r
6
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d
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0
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c
b
r
a
c
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n
g
.
RE
A
C
T
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N
S
.
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b
/
s
i
z
e
)
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=
1
0
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2
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0
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5
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8
(
m
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n
.
0
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1
-
8
)
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6
=
9
8
8
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c
h
a
n
i
c
a
l
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x
H
o
r
z
2
=
1
8
4
(
L
C
7
)
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x
G
r
a
v
2
=
1
0
7
2
(
L
C
1
)
,
6
=
1
0
0
7
(
L
C
3
)
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R
C
E
S
.
(l
b
)
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M
a
x
.
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m
p
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M
a
x
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e
n
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l
l
f
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c
e
s
2
5
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l
b
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l
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s
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p
t
w
h
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n
s
h
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w
n
.
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P
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H
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R
D
2
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3
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4
7
0
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0
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3
-
4
=
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6
4
2
/
0
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T
C
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D
2
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1
2
=
0
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1
3
0
2
,
8
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1
2
=
0
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1
3
0
2
,
8
-
1
3
=
0
/
1
3
0
2
,
7
-
1
3
=
0
/
1
3
0
2
,
7
-
1
4
=
0
/
5
1
7
,
6
-
1
4
=
0
/
5
1
7
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B
S
3
-
8
=
0
/
8
0
9
,
3
-
7
=
-
8
9
2
/
0
,
4
-
7
=
0
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1
1
4
9
,
4
-
6
=
-
1
0
5
8
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0
NO
T
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S
-
1)
2
-
p
l
y
t
r
u
s
s
t
o
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c
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e
c
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d
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d
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0
.
1
3
1
"
x
3
"
)
n
a
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l
s
a
s
f
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l
l
o
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s
:
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p
c
h
o
r
d
s
c
o
n
n
e
c
t
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d
a
s
f
o
l
l
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s
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2
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4
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1
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w
a
t
0
-
9
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0
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c
,
2
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Scale = 1:26.0
B1
BL
1
BL1
T1
W2
93
0
#
/
0
#
930#/0#
1
2
3
4
5
6
7
8
9
14
13
12
11
10
15
16
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5
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1.
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1.5x3 3x6 1.5x3 4x6
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48
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24
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PLATES MT20 Weight: 79 lb FT = 20%F, 11%EGRIP197/144
LU
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S
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M
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:
v
H
w
C
m
L
m
p
4
v
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f
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Scale = 1:41.3
B1
BL
1
BL1
T1
W3
W
4
B2
T2
45
6
#
/
-
3
4
#
778#/0#
19
4
1
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0
#
1
2
3
4
5
6
7
8
9
1
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1
1
1
2
1
3
1
4
1
5
24
2
3
2
2
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1
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1
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1
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1
7
1
6
25
26
3x
6
F
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6
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6
F
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8
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4
3x
6
3x
4
4x
1
0
3x6 3x6 3x8
3x
4
3x
6
3x
4
4x
1
0
4x
1
0
3x
6
12
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3
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1
2
12
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3
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1
2
31
-
9
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2
19
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5
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6
2-5
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1
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1-
7
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1
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1
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0-1-8
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1-6-0
Pl
a
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f
f
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(
X
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6
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0
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3
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,
E
d
g
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LO
A
D
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(p
s
f
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TC
L
L
TC
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L
BC
L
L
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40
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0
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SP
A
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F
L
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Ve
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(
L
L
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T
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T
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1
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17
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17
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l/
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f
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>9
9
9
>8
1
8
n/
a
L/
d
48
0
24
0
n/
a
PLATES MT20 Weight: 127 lb FT = 20%F, 11%EGRIP197/144
LU
M
B
E
R
-
TO
P
C
H
O
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D
2
x
4
S
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2
(
f
l
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2
(
f
l
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WE
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(
f
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d
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c
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RE
A
C
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b
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6
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8
(
m
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0
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1
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m
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.
0
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1
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8
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1
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m
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0
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1
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8
)
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U
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l
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2
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4
(
L
C
4
)
Ma
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G
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a
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2
4
=
4
5
6
(
L
C
3
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1
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7
7
8
(
L
C
4
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1
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L
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3
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3
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4
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5
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1
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2
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5
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2
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6
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2
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3
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7
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8
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8
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9
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1
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10
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2
3
6
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1
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1
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2
2
3
6
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1
2
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1
3
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2
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1
3
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T
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2
2
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3
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5
6
9
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2
1
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2
2
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2
9
3
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2
0
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1
0
1
6
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0
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1
9
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2
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1
6
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0
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1
8
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1
9
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6
7
1
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1
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1
8
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2
3
3
5
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16
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1
2
5
7
WE
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PLATES MT20 Weight: 37 lb FT = 20%F, 11%EGRIP197/144
LU
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PLATES MT20 Weight: 23 lb FT = 20%F, 11%EGRIP197/144
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PLATES MT20 Weight: 79 lb FT = 20%F, 11%EGRIP197/144
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PLATES MT20 MT18HS Weight: 96 lb FT = 20%F, 11%EGRIP197/144 197/144
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PLATES MT20 Weight: 51 lb FT = 20%F, 11%EGRIP197/144
LU
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BL
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W5
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1
2
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4
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1.5
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1.5x3 1.5x3
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8
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PLATES MT20 Weight: 70 lb FT = 20%F, 11%EGRIP197/144
LU
M
B
E
R
-
TO
P
C
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2
x
4
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48
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PLATES MT20 Weight: 39 lb FT = 20%F, 11%EGRIP197/144
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PLATES MT20 Weight: 44 lb FT = 20%F, 11%EGRIP197/144
LU
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9
99
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n/
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PLATES MT20 Weight: 43 lb FT = 20%F, 11%EGRIP197/144
LU
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B
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TO
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2
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PLATES MT20 Weight: 11 lb FT = 20%F, 11%EGRIP197/144
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Scale = 1:45.3
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71
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6
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60
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Scale = 1:46.0
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T1
W2
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8
ST
7
ST
6
ST
5
ST
4
ST
3
ST
2
ST
1
1
2
3
4
5
6
7
8
9
10
11
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2
0
1
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1
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1
7
1
6
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l/
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r
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r
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a
L/
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12
0
n/
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PLATES MT20 Weight: 57 lb FT = 20%GRIP 197/144
LU
M
B
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TO
P
C
H
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D
2
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4
S
P
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b
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a
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1
2
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0
-
0
.
(lb
)
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M
a
x
H
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2
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1
9
7
(
L
C
5
)
Ma
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L
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e
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x
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j
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l
b
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1
9
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D
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(
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Scale: 1/4"=1'
T1
W7
B1
W3
W4
W5
W6
W1
W2
17
2
7
#
/
0
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12
7
0
#
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0
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1
2
3
4
5
9
8
7
6
10
1
1
1
2
2x
4
3x
4
3x
4
3x
4
4x
4
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4
3x
4
3x
4
LU
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2
6
LU
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2
4
LU
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2
4
LU
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2
4
LU
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2
4
2-
0
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0
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0
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0
4-0
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2-0
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0
4-
0
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1
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0
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1
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1
1
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1
0
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5
12
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(
X
,
Y
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[
2
:
0
-
2
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,
0
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1
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4
]
LO
A
D
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(p
s
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a
PLATES MT20 Weight: 118 lb FT = 20%GRIP 197/144
LU
M
B
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R
-
TO
P
C
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D
2
x
4
S
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F
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1
6
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5
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WE
B
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w
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d
s
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a
t
h
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n
g
d
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c
t
l
y
a
p
p
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d
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r
6
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c
p
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r
l
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n
s
,
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x
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t
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.
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T
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d
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d
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1
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0
o
c
b
r
a
c
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n
g
.
RE
A
C
T
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O
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S
.
(l
b
/
s
i
z
e
)
9
=
1
7
2
7
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0
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5
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8
(
m
i
n
.
0
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1
-
8
)
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6
=
1
2
7
0
/
M
e
c
h
a
n
i
c
a
l
Ma
x
H
o
r
z
9
=
1
9
5
(
L
C
5
)
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C
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S
.
(l
b
)
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M
a
x
.
C
o
m
p
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/
M
a
x
.
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e
n
.
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A
l
l
f
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s
2
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l
b
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l
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t
w
h
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s
h
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2
-
3
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8
2
8
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0
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3
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4
=
-
1
0
6
0
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0
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2
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9
=
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1
3
1
8
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0
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T
C
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8
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1
=
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1
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2
3
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7
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1
1
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1
6
2
3
,
7
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1
2
=
0
/
9
2
7
,
6
-
1
2
=
0
/
9
2
7
WE
B
S
3
-
8
=
0
/
5
3
3
,
3
-
7
=
-
8
4
6
/
0
,
4
-
7
=
0
/
1
2
8
6
,
4
-
6
=
-
1
3
5
6
/
0
,
2
-
8
=
0
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1
4
8
9
NO
T
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S
-
1)
2
-
p
l
y
t
r
u
s
s
t
o
b
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c
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w
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1
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d
(
0
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1
3
1
"
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3
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)
n
a
i
l
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a
s
f
o
l
l
o
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s
:
To
p
c
h
o
r
d
s
c
o
n
n
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c
t
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d
a
s
f
o
l
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2
x
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1
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t
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0
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c
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2
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3
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a
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0
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9
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0
o
c
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t
t
o
m
c
h
o
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d
s
c
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n
e
c
t
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d
a
s
f
o
l
l
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2
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s
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t
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g
g
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d
a
t
0
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9
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0
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c
.
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b
s
c
o
n
n
e
c
t
e
d
a
s
f
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l
l
o
w
s
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2
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c
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2)
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l
l
l
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d
s
a
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c
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s
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d
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p
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d
t
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p
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,
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x
c
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p
t
i
f
n
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t
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d
a
s
f
r
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n
t
(
F
)
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b
a
c
k
(
B
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f
a
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+
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L
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b
a
l
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u
m
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c
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1
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a
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1
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f
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L
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(
p
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:
1
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=
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2
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5
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6
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l
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8
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(
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N
ID
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v
H
w
C
m
L
m
p
4
v
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m
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k
X
f
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8
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7
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4
4
t
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1
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p
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c
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8
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7
Scale = 1:60.0
W1
T1
W1
B2
W2
W3
W4
W5
W
6
W
6
W
5
W4
W3W2T3
T2
B4
B3
B1
B5
27
2
7
#
/
-
5
6
7
#
2791#/-572#
1
2
3
4
5
6
7
8 9
19
18
1
7
16
15
1
4
1
3
1211 10
20
2
1
2
2
2
3
2
4
2
5
2
6
2
7
2
8
2
9
3
0
3
1
3
2
3
3
3
4
3
5
3
6
3
7
3
8
39
4
0
4
1
4
2
4
3
44
5x
1
2
M
1
8
S
H
S
6x
6
4x
8
6x6 6x10 MT18HS
3x
6
6x
8
2x
3
4x
4
3x
4
3x
4
3x
4
4x
4
2x3 6x8
3x
8
6x
1
0
M
T
1
8
H
S
7-
3
-
3
7-
3
-
3
17
-
1
-
1
1
9-
1
0
-
9
25
-
7
-
5
8-
5
-
1
0
35
-
5
-
1
3
9-
1
0
-
9
42-9-0 7-3-3
7-
3
-
3
7-
3
-
3
14
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3
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1
3
7-
0
-
1
1
21
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4
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0
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1
1
28
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3
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0
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1
1
35
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5
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1
3
7-0
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1
1
41-10-8 6-4-1142-9-0 0-10-8
6
-
4
-
1
4
Pl
a
t
e
O
f
f
s
e
t
s
(
X
,
Y
)
-
-
[
1
:
0
-
2
-
4
,
0
-
2
-
8
]
,
[
4
:
0
-
4
-
0
,
E
d
g
e
]
,
[
9
:
0
-
2
-
0
,
0
-
2
-
1
2
]
,
[
1
0
:
0
-
3
-
8
,
E
d
g
e
]
,
[
1
2
:
0
-
1
-
8
,
0
-
2
-
8
]
,
[
1
3
:
0
-
1
-
1
2
,
0
-
1
-
8
]
,
[
1
5
:
0
-
1
-
8
,
0
-
1
-
8
]
,
[
1
6
:
0
-
4
-
0
,
0
-
2
-
8
]
LO
A
D
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(p
s
f
)
TC
L
L
TC
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L
L
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A
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Lu
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b
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t
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F
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.
Ve
r
t
(
L
L
)
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(
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(l
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f
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>9
9
9
>5
8
6
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 M18SHS MT18HS Weight: 186 lb FT = 20%GRIP 197/144 197/144 197/144
LU
M
B
E
R
-
TO
P
C
H
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2
x
4
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P
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6
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:
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x
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o
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WE
B
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2
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,
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5
:
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A
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s
(
2
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m
a
x
.
)
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1
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,
e
x
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p
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.
BO
T
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.
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1
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1
9
,
9
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1
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,
1
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1
6
,
3
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6
,
6
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1
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8
,
1
4
2
l
b
d
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w
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2
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b
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t
1
5
-
1
0
-
8
,
1
4
2
l
b
d
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w
n
a
n
d
62 lb up at
17
-
1
0
-
8
,
1
4
2
l
b
d
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w
n
a
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d
6
2
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9
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l
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2
3
-
1
0
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1
4
7
l
b
d
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w
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5
9
l
b
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p
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2
5
-
1
0
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8
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1
4
7
l
b
d
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d
5
9
l
b
u
p
a
t
2
7
-
1
0
-
8
,
1
47 lb down
an
d
5
9
l
b
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p
a
t
2
9
-
1
0
-
8
,
1
4
7
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3
1
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1
4
7
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9
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3
3
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8
,
1
4
7
l
b
d
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5
9
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3
5
-
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0
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8
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1
4
7
l
b
d
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d
5
9
l
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p
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t
3
7
-
1
0
-
8
,
a
n
d
1
4
7
l
b
d
o
w
n
a
n
d
5
9
lb up at
39
-
1
0
-
8
,
a
n
d
1
4
2
l
b
d
o
w
n
a
n
d
6
1
l
b
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p
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t
4
1
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1
0
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8
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c
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T
h
e
d
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s
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c
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v
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(
s
)
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s
p
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s
i
b
i
l
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LO
A
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A
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(
S
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S
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D
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+
R
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(
b
a
l
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L
u
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=
1
.
1
5
,
P
l
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=
1
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1
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Un
i
f
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r
m
L
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a
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(
p
l
f
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Ve
r
t
:
1
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9
=
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8
4
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1
0
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1
9
=
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2
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Co
n
c
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L
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s
(
l
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4
=
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4
4
7
=
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4
6
2
0
=
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4
4
2
1
=
-
4
4
2
2
=
-
4
4
2
3
=
-
4
4
2
4
=
-
4
4
2
5
=
-
4
4
2
6
=
-
4
4
2
7
=
-
4
4
2
8
=
-
4
4
2
9
=
-
4
4
3
0
=
-
4
4
3
1
=
-
4
6
3
2
=
-
4
6
3
3
=
-
4
6
3
4
=
-
4
6
3
5
=
-
4
6
3
6
=
-
4
6
3
7
=
-
4
6
3
8
=
-
6
5
Jo
b
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Tr
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Fl
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v
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k
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6
Scale = 1:59.8
W1
T1
W1
B2
W2
W
3
W4
W5
W
6
W
6
W
5
W4
W3 W2T3
T2
B4
B3
B1
27
4
1
#
/
0
#
2667#/0#
1
2
3
4
5
6
7
8 9
18
17
1
6
15
14
1
3
1
2
11 10
19
2
0
2
1
2
2
2
3
2
4
2
5
2
6
2
7
2
8
2
9
3
0
3
1
3
2
3
3
3
4
3
5
3
6
3
7
38
3
9
4
0
4
1
4
2
4
3
44
5x
1
2
M
1
8
S
H
S
6x
6
4x
8
6x6 3x12 MT18HS
3x
6
6x
8
2x
3
3x
5
3x
4
3x
4
3x
4
4x
4
2x3 5x8
3x
8
6x
1
0
M
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1
8
H
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7-
2
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1
0
7-
2
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1
0
17
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0
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6
9-
9
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1
2
25
-
5
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6
8-
4
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1
5
35
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3
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2
9-
9
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42-5-12 7-2-10
7-
2
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2
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14
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2
7-
0
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21
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0
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28
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35
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0
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41-10-8 6-7-642-5-12 0-7-4
6
-
4
-
1
4
Pl
a
t
e
O
f
f
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t
s
(
X
,
Y
)
-
-
[
1
:
0
-
2
-
4
,
0
-
2
-
8
]
,
[
4
:
0
-
4
-
0
,
E
d
g
e
]
,
[
9
:
0
-
2
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0
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0
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2
-
1
2
]
,
[
1
0
:
0
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3
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8
,
E
d
g
e
]
,
[
1
1
:
0
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1
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8
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0
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1
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8
]
,
[
1
5
:
0
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4
-
0
,
0
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2
-
8
]
LO
A
D
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(p
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TC
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n/
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24
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18
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n/
a
PLATES MT20 M18SHS MT18HS Weight: 184 lb FT = 20%GRIP 197/144 197/144 197/144
LU
M
B
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TO
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1
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9
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3
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1
5
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6
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k
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c
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.
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
)
1
8
=
2
7
4
1
/
(
0
-
4
-
0
+
b
e
a
r
i
n
g
b
l
o
c
k
)
(
r
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q
.
0
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4
-
5
)
,
1
0
=
2
6
6
7
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M
e
c
h
a
n
i
c
a
l
Ma
x
H
o
r
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1
8
=
1
7
3
(
L
C
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)
FO
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C
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S
.
(l
b
)
-
M
a
x
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p
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M
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A
l
l
f
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2
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(
l
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1
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1
8
=
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2
6
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2
/
0
,
1
-
1
9
=
-
2
7
6
0
/
0
,
1
9
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2
0
=
-
2
7
6
0
/
0
,
2
0
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2
1
=
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2
7
6
0
/
0
,
2
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2
1
=
-
2
7
6
0
/
0
,
2
-
2
2
=
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2
7
6
0
/
0
,
2
2
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2
3
=
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2
7
6
0
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0
,
23
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2
4
=
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2
7
6
0
/
0
,
2
4
-
2
5
=
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2
7
6
0
/
0
,
3
-
2
5
=
-
2
7
6
0
/
0
,
3
-
2
6
=
-
4
5
1
0
/
0
,
4
-
2
6
=
-
4
5
1
0
/
0
,
4
-
2
7
=
-
4
5
1
0
/
0
,
5
-
2
7
=
-
4
5
1
0
/
0
,
5
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2
8
=
-
4
4
5
2
/
0
,
28
-
2
9
=
-
4
4
5
2
/
0
,
2
9
-
3
0
=
-
4
4
5
2
/
0
,
3
0
-
3
1
=
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4
4
5
2
/
0
,
6
-
3
1
=
-
4
4
5
2
/
0
,
6
-
3
2
=
-
2
6
5
6
/
0
,
7
-
3
2
=
-
2
6
5
6
/
0
,
7
-
3
3
=
-
2
6
5
6
/
0
,
8
-
3
3
=
-
2
6
5
6
/
0
,
8
-
3
4
=
-
2
6
5
6
/
0
,
3
4
-
3
5
=
-
2
6
5
6
/
0
,
3
5
-
3
6
=
-
2
6
5
6
/
0
,
3
6
-
3
7
=
-
2
6
5
6
/
0
,
9
-
3
7
=
-
2
6
5
6
/
0
,
9
-
1
0
=
-
2
6
0
7
/
0
BO
T
C
H
O
R
D
1
5
-
3
8
=
0
/
4
2
6
4
,
3
8
-
3
9
=
0
/
4
2
6
4
,
1
4
-
3
9
=
0
/
4
2
6
4
,
1
4
-
4
0
=
0
/
4
7
5
4
,
1
3
-
4
0
=
0
/
4
7
5
4
,
1
3
-
4
1
=
0
/
4
7
5
4
,
1
2
-
4
1
=
0
/
4
7
5
4
,
1
2
-
4
2
=
0
/
4
1
6
7
,
42
-
4
3
=
0
/
4
1
6
7
,
1
1
-
4
3
=
0
/
4
1
6
7
WE
B
S
1
-
1
5
=
0
/
3
6
0
9
,
2
-
1
5
=
-
8
6
8
/
3
3
,
3
-
1
5
=
-
1
9
9
6
/
0
,
3
-
1
4
=
0
/
6
9
1
,
5
-
1
4
=
-
4
3
1
/
6
6
,
5
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Scale = 1:67.1
W1
T1
W1
B1
W2
W
3
W
4
W
5
W
6
W
6
W
5
W4
W3
W
2
T3
T2
B2
B2
66
8
7
#
/
-
5
5
9
#
6664#/-628#
1
2
3
4
5
6
7
8
9
17
16
15
14
1
3
1
2
11
10
18
1
9
2
0
2
1
2
2
2
3
2
4
2
5
2
6
2
7
2
8
2
9
3
0
3
1
3
2
3
3
3
4
3
5
3
6
37
3
8
3
9
4
0
4
1
4
2
4
3
4
4
4
5
4
6
4
7
4
8
4
9
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0
5
1
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2
5
3
5
4
5x
1
2
M
1
8
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5x
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6x6 3x12 MT18HS
4x
8
10
x
1
0
2x
3
3x
4
4x
4
3x
4
4x
4
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5
2x
3
10
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1
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3x
6
6x
1
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M
T
1
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H
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LU
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2
4
L
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2
4
LU
S
2
4
L
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2
4
LU
S
2
4
L
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S
2
6
-
2
LU
S
2
6
-
2
L
U
S
2
4
L
U
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2
4
L
U
S
2
4
LU
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2
4
LUS24 LUS24 LUS24
7-
3
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1
1
7-
3
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1
1
11
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1
0
-
7
4-
6
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1
2
17
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4
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4
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7
25
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9
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2
8-6
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3
28
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1
-
9
2-
4
-
7
35
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8
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5
7-
6
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1
2
42-0-0 6-3-1143-0-0 1-0-0
7-
3
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1
1
7-
3
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1
1
14
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4
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1
3
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1
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3
21
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1
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3
28
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7
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3
7-
1
-
3
35
-
8
-
5
7-1
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3
42-0-0 6-3-1143-0-0 1-0-0
6
-
4
-
1
4
Pl
a
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s
(
X
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Y
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[
1
:
0
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1
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2
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0
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1
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8
]
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[
3
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0
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1
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0
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1
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8
]
,
[
9
:
0
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0
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2
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0
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,
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3
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0
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5
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0
]
,
[
1
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0
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4
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4
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0
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5
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LO
A
D
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(p
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a
PLATES MT20 M18SHS MT18HS Weight: 465 lb FT = 20%GRIP 197/144 197/144 197/144
LU
M
B
E
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TO
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)
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1
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9
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6
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1
RE
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C
T
I
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.
(l
b
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s
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)
1
7
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6
6
8
7
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0
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5
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8
(
m
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n
.
0
-
5
-
4
)
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1
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=
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6
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4
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(
m
i
n
.
0
-
5
-
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)
Ma
x
H
o
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1
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=
1
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(
L
C
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)
Ma
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p
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i
f
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7
=
-
5
5
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(
L
C
4
)
,
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=
-
6
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FO
R
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.
(l
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-
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a
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A
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1
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1
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1
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7
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4
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2
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7
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4
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2
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3
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7
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4
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2
3
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4
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3
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9
8
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3
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9
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3
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3
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6
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9
8
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5
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3
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5
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1
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3
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1
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1
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5
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2
NO
T
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-
1)
2
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p
l
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t
t
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A
l
l
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p
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f
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a
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a
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d
:
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7
-
1
0
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V
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l
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=
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1
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3
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V
(
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=
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m
p
h
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f
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=
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5
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p
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c
l
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g
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b
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m
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M
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ID
:
v
H
w
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m
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p
4
v
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m
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k
X
f
n
8
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7
z
4
4
t
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5
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v
p
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H
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m
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4
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y
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2
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3
NO
T
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S
-
5)
A
l
l
p
l
a
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s
a
r
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M
T
2
0
p
l
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n
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d
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d
.
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T
h
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s
t
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u
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h
a
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b
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g
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1
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*
T
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6
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8)
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r
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v
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d
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m
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c
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c
a
l
c
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c
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b
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1
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6
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9)
G
r
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p
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c
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c
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.
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U
s
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S
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m
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S
t
r
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-
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4
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4
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0
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2
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0
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(
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s
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1
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1
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11
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m
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t
r
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g
-
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L
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4
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4
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1
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2
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1
0
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T
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s
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S
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.
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o
4
2
-
0
-
0
t
o
c
o
n
n
e
c
t
t
r
u
s
s
(
e
s
)
G
1
(
1
p
l
y
2
x
4
SPF), E1 (1 ply
2x
4
S
P
F
)
t
o
f
r
o
n
t
f
a
c
e
o
f
b
o
t
t
o
m
c
h
o
r
d
.
12
)
U
s
e
S
i
m
p
s
o
n
S
t
r
o
n
g
-
T
i
e
L
U
S
2
6
-
2
(
4
-
1
6
d
G
i
r
d
e
r
,
4
-
1
6
d
T
r
u
s
s
)
o
r
e
q
u
i
v
a
l
e
n
t
a
t
1
1
-
1
0
-
7
f
r
o
m
t
h
e
l
e
f
t
e
n
d
t
o
c
o
n
n
e
c
t
t
r
u
s
s
(
e
s
)
G
3
(
2
p
l
y
2
x
6
S
P
F
)
t
o
f
r
o
n
t
f
a
c
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b
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t
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m
c
h
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13
)
U
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e
S
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m
p
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o
n
S
t
r
o
n
g
-
T
i
e
L
U
S
2
6
-
2
(
4
-
1
0
d
G
i
r
d
e
r
,
4
-
1
0
d
T
r
u
s
s
)
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r
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q
u
i
v
a
l
e
n
t
a
t
2
8
-
1
-
9
f
r
o
m
t
h
e
l
e
f
t
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n
d
t
o
c
o
n
n
e
c
t
t
r
u
s
s
(
e
s
)
E
3
(
2
p
l
y
2
x
6
S
P
F
)
t
o
f
r
o
n
t
f
a
c
e
o
f
b
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t
t
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m
c
h
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.
14
)
F
i
l
l
a
l
l
n
a
i
l
h
o
l
e
s
w
h
e
r
e
h
a
n
g
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r
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s
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n
c
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n
t
a
c
t
w
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t
h
l
u
m
b
e
r
.
15
)
H
a
n
g
e
r
(
s
)
o
r
o
t
h
e
r
c
o
n
n
e
c
t
i
o
n
d
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v
i
c
e
(
s
)
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
s
u
f
f
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c
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n
t
t
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p
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r
t
c
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n
c
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n
t
r
a
t
e
d
l
o
a
d
(
s
)
1
2
4
l
b
d
o
w
n
a
n
d
4
3
l
b
u
p
a
t
2
-
0
-
0
,
1
2
4
l
b
d
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w
n
a
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3
l
b
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p
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t
4
-
0
-
0
,
1
2
4
l
b
d
o
w
n
a
n
d
4
3
l
b
u
p at 6-0-0, 124 lb
do
w
n
a
n
d
4
3
l
b
u
p
a
t
8
-
0
-
0
,
1
2
4
l
b
d
o
w
n
a
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d
4
3
l
b
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t
1
0
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0
-
0
,
1
2
4
l
b
d
o
w
n
a
n
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4
3
l
b
u
p
a
t
1
2
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0
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1
2
4
l
b
d
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3
l
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1
4
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0
,
1
2
4
l
b
d
o
w
n
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4
3
l
b
u
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a
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1
6
-
0
-
0
,
1
2
4
l
b
d
o
w
n
a
n
d
4
3
l
b
u
p at 18-0-0,
12
4
l
b
d
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w
n
a
n
d
4
3
l
b
u
p
a
t
2
0
-
0
-
0
,
1
2
4
l
b
d
o
w
n
a
n
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4
3
l
b
u
p
a
t
2
2
-
0
-
0
,
1
2
4
l
b
d
o
w
n
a
n
d
4
3
l
b
u
p
a
t
2
4
-
0
-
0
,
1
0
5
l
b
d
o
w
n
a
n
d
2
3
l
b
u
p
a
t
2
6
-
0
-
0
,
1
0
5
l
b
d
o
w
n
a
n
d
2
3
l
b
u
p
a
t
2
8
-
0
-
0
,
1
0
5
l
b
d
o
w
n
a
n
d
23 lb up at
30
-
0
-
0
,
1
0
5
l
b
d
o
w
n
a
n
d
2
3
l
b
u
p
a
t
3
2
-
0
-
0
,
1
0
5
l
b
d
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w
n
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2
3
l
b
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a
t
3
4
-
0
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0
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1
0
5
l
b
d
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n
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2
3
l
b
u
p
a
t
3
6
-
0
-
0
,
1
0
5
l
b
d
o
w
n
a
n
d
2
3
l
b
u
p
a
t
3
8
-
0
-
0
,
a
n
d
1
0
5
l
b
d
o
w
n
a
n
d
2
3
l
b
u
p
a
t
4
0
-
0
-
0
,
a
n
d
104 lb down
an
d
2
4
l
b
u
p
a
t
4
2
-
0
-
0
o
n
t
o
p
c
h
o
r
d
.
T
h
e
d
e
s
i
g
n
/
s
e
l
e
c
t
i
o
n
o
f
s
u
c
h
c
o
n
n
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c
t
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o
n
d
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v
i
c
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(
s
)
i
s
t
h
e
r
e
s
p
o
n
s
i
b
i
l
i
t
y
o
f
o
t
h
e
r
s
.
LO
A
D
C
A
S
E
(
S
)
S
t
a
n
d
a
r
d
1)
D
e
a
d
+
R
o
o
f
L
i
v
e
(
b
a
l
a
n
c
e
d
)
:
L
u
m
b
e
r
I
n
c
r
e
a
s
e
=
1
.
1
5
,
P
l
a
t
e
I
n
c
r
e
a
s
e
=
1
.
1
5
Un
i
f
o
r
m
L
o
a
d
s
(
p
l
f
)
Ve
r
t
:
1
-
9
=
-
8
4
,
1
0
-
1
7
=
-
2
0
Co
n
c
e
n
t
r
a
t
e
d
L
o
a
d
s
(
l
b
)
Ve
r
t
:
4
=
-
1
2
7
=
-
1
9
1
8
=
-
1
2
1
9
=
-
1
2
2
0
=
-
1
2
2
1
=
-
1
2
2
2
=
-
1
2
2
3
=
-
1
2
2
4
=
-
1
2
2
5
=
-
1
2
2
6
=
-
1
2
2
7
=
-
1
2
2
8
=
-
1
2
2
9
=
-
1
9
3
0
=
-
1
9
3
1
=
-
1
9
3
2
=
-
1
9
3
3
=
-
1
9
3
4
=
-
1
9
3
5
=
-
1
9
3
6
=
-
2
3
3
7
=
-
5
8
9
(
F
)
3
8
=
-
5
8
9
(
F
)
3
9
=
-
5
8
9
(
F
)
40
=
-
5
8
9
(
F
)
4
1
=
-
5
8
9
(
F
)
4
2
=
-
1
2
5
0
(
F
)
4
6
=
-
9
6
8
(
F
)
4
7
=
-
4
9
0
(
F
)
4
9
=
-
4
9
0
(
F
)
5
0
=
-
4
9
0
(
F
)
5
1
=
-
4
9
0
(
F
)
5
2
=
-
4
9
0
(
F
)
5
3
=
-
4
9
0
(
F
)
5
4
=
-
4
9
1
(
F
)
Jo
b
A
Tr
u
s
s
H4
Tr
u
s
s
T
y
p
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FL
A
T
G
I
R
D
E
R
Qt
y
1
Pl
y
2
Jo
b
R
e
f
e
r
e
n
c
e
(
o
p
t
i
o
n
a
l
)
Ru
n
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
P
r
i
n
t
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
M
i
T
e
k
I
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d
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s
t
r
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e
s
,
I
n
c
.
M
o
n
J
u
n
2
5
1
4
:
4
8
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1
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2
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1
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a
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Vil
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a
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m
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I
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d
u
s
t
r
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s
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S
t
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M
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ID
:
v
H
w
C
m
L
m
p
4
v
x
t
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m
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k
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f
n
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4
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x
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w
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k
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K
k
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y
7
T
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l
3
2
L
c
D
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f
B
Z
x
z
2
i
o
_
Scale = 1:54.6
W1
T1
W1
B1
W2
W
3
W
4
W
5
W
6
W
7
W
8
W9
W10 W11T3
T2
B3
B2
44
7
2
#
/
-
7
8
0
#
333#/-2127#
10
4
9
7
#
/
-
1
6
2
1
#
1
2
3
4
5
6
7
8
9
17
16
15
1
4
13
1
2
11
10
18
1
9
2
0
2
1
2
2
2
3
2
4
2
5
2
6
2
7
2
8
2
9
3
0
3
1
3
2
3
3
3
4
3
5
3
6
37
3
8
3
9
4
0
4
1
4
2
4
3
4
4
45
4
6
4
7
HH
U
S
2
6
-
2
L
U
S
2
4
LU
S
2
4
LU
S
2
4
L
U
S
2
4
L
U
S
2
4
H
H
U
S
2
6
-
2
7-
2
-
1
4
7-
2
-
1
4
13
-
1
-
9
5-
1
0
-
1
1
15
-
1
-
4
1-
1
1
-
1
1
23
-
1
0
-
7
8-9
-
3
33
-
3
-
2
9-
4
-
1
1
33
-
3
-
4
0-0
-
2
42-7-4 9-4-0
7-
2
-
1
4
7-
2
-
1
4
14
-
3
-
4
7-0
-
6
21
-
3
-
1
0
7-
0
-
6
28
-
4
-
0
7-
0
-
6
35
-
4
-
6
7-
0
-
6
42-0-0 6-7-1042-7-4 0-7-4
6
-
4
-
1
4
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
I
N
G
-
Pl
a
t
e
G
r
i
p
D
O
L
Lu
m
b
e
r
D
O
L
Re
p
S
t
r
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s
s
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n
c
r
Co
d
e
2-
0
-
0
1.
1
5
1.
1
5
NO
MN
S
R
C
2
0
1
5
/
T
P
I
2
0
0
7
CS
I
.
TC BC WB Ma
t
r
i
x
-
M
S
0.
7
5
0.
8
7
0.
9
9
DE
F
L
.
Ve
r
t
(
L
L
)
Ve
r
t
(
T
L
)
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r
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(
T
L
)
in
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.
5
6
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9
8
0.
0
5
(l
o
c
)
13
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1
4
13
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1
4
11
l/
d
e
f
l
>7
1
1
>4
0
7
n/
a
L/
d
24
0
18
0
n/
a
PLATES Weight: 431 lb FT = 20%GRIP
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
1
6
5
0
F
1
.
5
E
BO
T
C
H
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2
x
6
S
P
F
1
6
5
0
F
1
.
5
E
*
E
x
c
e
p
t
*
B2
:
2
x
6
S
P
2
7
0
0
F
2
.
2
E
WE
B
S
2
x
3
S
P
F
N
o
.
2
*
E
x
c
e
p
t
*
W1
,
W
2
:
2
x
4
S
P
F
N
o
.
2
,
W
5
,
W
7
,
W
1
0
:
2
x
3
S
P
F
S
t
u
d
,
W
8
,
W
9
:
2
x
4
S
P
F
1
6
5
0
F
1
.
5
E
BR
A
C
I
N
G
-
TO
P
C
H
O
R
D
2
-
0
-
0
o
c
p
u
r
l
i
n
s
(
4
-
8
-
7
m
a
x
.
)
:
1
-
9
,
e
x
c
e
p
t
e
n
d
v
e
r
t
i
c
a
l
s
.
BO
T
C
H
O
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D
R
i
g
i
d
c
e
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l
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
1
0
-
0
-
0
o
c
b
r
a
c
i
n
g
,
E
x
c
e
p
t
:
6-
0
-
0
o
c
b
r
a
c
i
n
g
:
1
0
-
1
1
.
WE
B
S
1
R
o
w
a
t
m
i
d
p
t
6
-
1
1
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
)
1
7
=
4
4
7
2
/
0
-
5
-
8
(
m
i
n
.
0
-
3
-
8
)
,
1
0
=
-
2
1
2
7
/
M
e
c
h
a
n
i
c
a
l
,
1
1
=
1
0
4
9
7
/
0
-
5
-
8
(
r
e
q
.
0
-
8
-
4
)
Ma
x
H
o
r
z
1
7
=
-
1
7
1
(
L
C
4
)
Ma
x
U
p
l
i
f
t
1
7
=
-
7
8
0
(
L
C
4
)
,
1
0
=
-
2
1
2
7
(
L
C
1
)
,
1
1
=
-
1
6
2
1
(
L
C
5
)
Ma
x
G
r
a
v
1
7
=
4
4
7
2
(
L
C
1
)
,
1
0
=
3
3
3
(
L
C
8
)
,
1
1
=
1
0
4
9
7
(
L
C
1
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
C
o
m
p
.
/
M
a
x
.
T
e
n
.
-
A
l
l
f
o
r
c
e
s
2
5
0
(
l
b
)
o
r
l
e
s
s
e
x
c
e
p
t
w
h
e
n
s
h
o
w
n
.
TO
P
C
H
O
R
D
1
-
1
7
=
-
4
3
4
2
/
7
9
7
,
1
-
1
8
=
-
4
8
2
2
/
8
6
4
,
1
8
-
1
9
=
-
4
8
2
2
/
8
6
4
,
1
9
-
2
0
=
-
4
8
2
2
/
8
6
4
,
2
-
2
0
=
-
4
8
2
2
/
8
6
4
,
2
-
2
1
=
-
8
4
2
4
/
1
4
8
4
,
21
-
2
2
=
-
8
4
2
4
/
1
4
8
4
,
2
2
-
2
3
=
-
8
4
2
4
/
1
4
8
4
,
2
3
-
2
4
=
-
8
4
2
4
/
1
4
8
4
,
3
-
2
4
=
-
8
4
2
4
/
1
4
8
4
,
3
-
2
5
=
-
8
5
4
7
/
1
5
2
5
,
4
-
2
5
=
-
8
5
4
7
/
1
5
2
5
,
4-
2
6
=
-
8
5
4
7
/
1
5
2
5
,
5
-
2
6
=
-
8
5
4
7
/
1
5
2
5
,
5
-
2
7
=
-
6
6
2
4
/
1
0
1
5
,
2
7
-
2
8
=
-
6
6
2
4
/
1
0
1
5
,
2
8
-
2
9
=
-
6
6
2
4
/
1
0
1
5
,
2
9
-
3
0
=
-
6
6
2
4
/
1
0
1
5
,
6-
3
0
=
-
6
6
2
4
/
1
0
1
5
,
6
-
3
1
=
-
7
0
8
/
4
1
0
9
,
7
-
3
1
=
-
7
0
8
/
4
1
0
9
,
7
-
3
2
=
-
7
0
8
/
4
1
0
9
,
8
-
3
2
=
-
7
0
8
/
4
1
0
9
,
9
-
1
0
=
-
3
0
9
/
9
9
BO
T
C
H
O
R
D
1
5
-
1
6
=
-
9
3
8
/
4
8
2
2
,
1
5
-
3
8
=
-
9
3
8
/
4
8
2
2
,
1
4
-
3
8
=
-
9
3
8
/
4
8
2
2
,
1
4
-
3
9
=
-
1
2
5
4
/
7
2
9
5
,
3
9
-
4
0
=
-
1
2
5
4
/
7
2
9
5
,
4
0
-
4
1
=
-
1
2
5
4
/
7
2
9
5
,
41
-
4
2
=
-
1
2
5
4
/
7
2
9
5
,
4
2
-
4
3
=
-
1
2
5
4
/
7
2
9
5
,
4
3
-
4
4
=
-
1
2
5
4
/
7
2
9
5
,
1
3
-
4
4
=
-
1
2
5
4
/
7
2
9
5
,
1
2
-
1
3
=
-
3
2
8
/
1
7
7
3
,
1
2
-
4
5
=
-
3
2
8
/
1
7
7
3
,
11
-
4
5
=
-
3
2
8
/
1
7
7
3
,
1
1
-
4
6
=
-
2
9
5
9
/
5
0
5
,
4
6
-
4
7
=
-
2
9
5
9
/
5
0
5
,
1
0
-
4
7
=
-
2
9
5
9
/
5
0
5
WE
B
S
1
-
1
6
=
-
1
1
0
3
/
6
2
7
9
,
2
-
1
6
=
-
4
4
2
5
/
9
1
0
,
2
-
1
4
=
-
9
3
8
/
5
1
7
6
,
3
-
1
4
=
-
6
2
2
/
2
0
7
,
5
-
1
4
=
-
4
2
9
/
1
5
5
3
,
5
-
1
3
=
-
1
7
1
1
/
5
0
9
,
6
-
1
3
=
-
1
2
2
1
/
8
1
5
5
,
6-
1
1
=
-
9
2
9
8
/
1
5
1
9
,
8
-
1
1
=
-
3
4
9
1
/
6
5
7
,
8
-
1
0
=
-
6
0
4
/
3
9
1
3
NO
T
E
S
-
1)
2
-
p
l
y
t
r
u
s
s
t
o
b
e
c
o
n
n
e
c
t
e
d
t
o
g
e
t
h
e
r
w
i
t
h
1
0
d
(
0
.
1
3
1
"
x
3
"
)
n
a
i
l
s
a
s
f
o
l
l
o
w
s
:
To
p
c
h
o
r
d
s
c
o
n
n
e
c
t
e
d
a
s
f
o
l
l
o
w
s
:
2
x
4
-
1
r
o
w
a
t
0
-
7
-
0
o
c
.
Bo
t
t
o
m
c
h
o
r
d
s
c
o
n
n
e
c
t
e
d
a
s
f
o
l
l
o
w
s
:
2
x
6
-
2
r
o
w
s
s
t
a
g
g
e
r
e
d
a
t
0
-
3
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0
o
c
.
We
b
s
c
o
n
n
e
c
t
e
d
a
s
f
o
l
l
o
w
s
:
2
x
4
-
1
r
o
w
a
t
0
-
9
-
0
o
c
,
2
x
3
-
1
r
o
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a
t
0
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9
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0
o
c
.
2)
A
l
l
l
o
a
d
s
a
r
e
c
o
n
s
i
d
e
r
e
d
e
q
u
a
l
l
y
a
p
p
l
i
e
d
t
o
a
l
l
p
l
i
e
s
,
e
x
c
e
p
t
i
f
n
o
t
e
d
a
s
f
r
o
n
t
(
F
)
o
r
b
a
c
k
(
B
)
f
a
c
e
i
n
t
h
e
L
O
A
D
C
A
S
E
(
S
)
s
e
c
t
i
o
n
.
P
l
y
t
o
p
l
y
c
o
n
n
e
c
t
i
o
n
s
h
a
v
e
b
e
e
n
p
r
o
v
i
d
e
d
t
o
di
s
t
r
i
b
u
t
e
o
n
l
y
l
o
a
d
s
n
o
t
e
d
a
s
(
F
)
o
r
(
B
)
,
u
n
l
e
s
s
o
t
h
e
r
w
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s
e
i
n
d
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c
a
t
e
d
.
3)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
e
v
e
r
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
e
n
d
v
e
r
t
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c
a
l
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
L
u
m
b
e
r
D
O
L
=
1
.
6
0
p
l
a
t
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g
r
i
p
D
O
L
=
1
.
6
0
4)
P
r
o
v
i
d
e
a
d
e
q
u
a
t
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d
r
a
i
n
a
g
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t
o
p
r
e
v
e
n
t
w
a
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r
p
o
n
d
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g
.
5)
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
o
r
a
1
0
.
0
p
s
f
b
o
t
t
o
m
c
h
o
r
d
l
i
v
e
l
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d
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n
c
o
n
c
u
r
r
e
n
t
w
i
t
h
a
n
y
o
t
h
e
r
l
i
v
e
l
o
a
d
s
.
Co
n
t
i
n
u
e
d
o
n
p
a
g
e
2
Jo
b
A
Tr
u
s
s
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Tr
u
s
s
T
y
p
e
FL
A
T
G
I
R
D
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R
Qt
y
1
Pl
y
2
Jo
b
R
e
f
e
r
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n
c
e
(
o
p
t
i
o
n
a
l
)
Ru
n
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
P
r
i
n
t
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
M
i
T
e
k
I
n
d
u
s
t
r
i
e
s
,
I
n
c
.
M
o
n
J
u
n
2
5
1
4
:
4
8
:
1
5
2
0
1
8
P
a
g
e
2
Vil
l
a
u
m
e
I
n
d
u
s
t
r
i
e
s
,
S
t
P
a
u
l
,
M
N
ID
:
v
H
w
C
m
L
m
p
4
v
x
t
?
m
?
k
X
f
n
8
O
7
z
4
4
t
E
-
G
C
u
R
Q
v
z
y
x
o
w
q
d
X
8
X
h
k
U
K
k
A
_
y
7
T
W
l
3
2
L
c
D
?
f
B
Z
x
z
2
i
o
_
NO
T
E
S
-
6)
*
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
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r
a
l
i
v
e
l
o
a
d
o
f
2
0
.
0
p
s
f
o
n
t
h
e
b
o
t
t
o
m
c
h
o
r
d
i
n
a
l
l
a
r
e
a
s
w
h
e
r
e
a
r
e
c
t
a
n
g
l
e
3
-
6
-
0
t
a
l
l
b
y
2
-
0
-
0
w
i
d
e
w
i
l
l
f
i
t
b
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t
w
e
e
n
t
h
e
b
o
t
t
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m
c
h
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d
a
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d
a
n
y
o
t
h
e
r
m
e
m
b
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s
,
w
i
t
h
B
CDL = 10.0psf.
7)
W
A
R
N
I
N
G
:
R
e
q
u
i
r
e
d
b
e
a
r
i
n
g
s
i
z
e
a
t
j
o
i
n
t
(
s
)
1
1
g
r
e
a
t
e
r
t
h
a
n
i
n
p
u
t
b
e
a
r
i
n
g
s
i
z
e
.
8)
R
e
f
e
r
t
o
g
i
r
d
e
r
(
s
)
f
o
r
t
r
u
s
s
t
o
t
r
u
s
s
c
o
n
n
e
c
t
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o
n
s
.
9)
P
r
o
v
i
d
e
m
e
c
h
a
n
i
c
a
l
c
o
n
n
e
c
t
i
o
n
(
b
y
o
t
h
e
r
s
)
o
f
t
r
u
s
s
t
o
b
e
a
r
i
n
g
p
l
a
t
e
c
a
p
a
b
l
e
o
f
w
i
t
h
s
t
a
n
d
i
n
g
1
0
0
l
b
u
p
l
i
f
t
a
t
j
o
i
n
t
(
s
)
e
x
c
e
p
t
(
j
t
=
l
b
)
1
7
=
7
8
0
,
1
0
=
2
1
2
7
,
1
1
=
1
6
2
1
.
10
)
G
r
a
p
h
i
c
a
l
p
u
r
l
i
n
r
e
p
r
e
s
e
n
t
a
t
i
o
n
d
o
e
s
n
o
t
d
e
p
i
c
t
t
h
e
s
i
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e
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r
t
h
e
o
r
i
e
n
t
a
t
i
o
n
o
f
t
h
e
p
u
r
l
i
n
a
l
o
n
g
t
h
e
t
o
p
a
n
d
/
o
r
b
o
t
t
o
m
c
h
o
r
d
.
11
)
T
h
i
s
t
r
u
s
s
h
a
s
l
a
r
g
e
u
p
l
i
f
t
r
e
a
c
t
i
o
n
(
s
)
f
r
o
m
g
r
a
v
i
t
y
l
o
a
d
c
a
s
e
(
s
)
.
P
r
o
p
e
r
c
o
n
n
e
c
t
i
o
n
i
s
r
e
q
u
i
r
e
d
t
o
s
e
c
u
r
e
t
r
u
s
s
a
g
a
i
n
s
t
u
p
w
a
r
d
m
o
v
e
m
e
n
t
a
t
t
h
e
b
e
a
r
i
n
g
s
.
B
u
i
l
d
i
n
g
d
e
s
i
g
n
e
r
m
u
s
t
p
r
o
v
i
d
e
f
o
r
u
p
l
i
f
t
reactions indicated.
12
)
U
s
e
S
i
m
p
s
o
n
S
t
r
o
n
g
-
T
i
e
H
H
U
S
2
6
-
2
(
1
4
-
1
0
d
G
i
r
d
e
r
,
4
-
1
0
d
T
r
u
s
s
)
o
r
e
q
u
i
v
a
l
e
n
t
a
t
1
3
-
1
-
9
f
r
o
m
t
h
e
l
e
f
t
e
n
d
t
o
c
o
n
n
e
c
t
t
r
u
s
s
(
e
s
)
C
3
(
2
p
l
y
2
x
6
S
P
F
)
t
o
b
a
c
k
f
a
c
e
o
f
b
o
t
t
o
m
c
h
o
r
d
.
13
)
U
s
e
S
i
m
p
s
o
n
S
t
r
o
n
g
-
T
i
e
L
U
S
2
4
(
4
-
1
0
d
G
i
r
d
e
r
,
2
-
1
0
d
T
r
u
s
s
,
S
i
n
g
l
e
P
l
y
G
i
r
d
e
r
)
o
r
e
q
u
i
v
a
l
e
n
t
s
p
a
c
e
d
a
t
2
-
0
-
0
o
c
m
a
x
.
s
t
a
r
t
i
n
g
a
t
1
5
-
1
-
4
f
r
o
m
t
h
e
l
e
f
t
e
n
d
t
o
2
2
-
0
-
0
t
o
c
o
n
n
e
c
t
t
r
u
s
s
(
e
s
)
C
1
(
1
p
l
y
2
x
4
SPF) to back face
of
b
o
t
t
o
m
c
h
o
r
d
.
14
)
U
s
e
S
i
m
p
s
o
n
S
t
r
o
n
g
-
T
i
e
H
H
U
S
2
6
-
2
(
1
4
-
1
6
d
G
i
r
d
e
r
,
6
-
1
6
d
T
r
u
s
s
)
o
r
e
q
u
i
v
a
l
e
n
t
a
t
2
3
-
1
0
-
7
f
r
o
m
t
h
e
l
e
f
t
e
n
d
t
o
c
o
n
n
e
c
t
t
r
u
s
s
(
e
s
)
C
2
(
2
p
l
y
2
x
8
S
P
)
t
o
b
a
c
k
f
a
c
e
o
f
b
o
t
t
o
m
c
h
o
r
d
.
15
)
F
i
l
l
a
l
l
n
a
i
l
h
o
l
e
s
w
h
e
r
e
h
a
n
g
e
r
i
s
i
n
c
o
n
t
a
c
t
w
i
t
h
l
u
m
b
e
r
.
16
)
H
a
n
g
e
r
(
s
)
o
r
o
t
h
e
r
c
o
n
n
e
c
t
i
o
n
d
e
v
i
c
e
(
s
)
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
s
u
f
f
i
c
i
e
n
t
t
o
s
u
p
p
o
r
t
c
o
n
c
e
n
t
r
a
t
e
d
l
o
a
d
(
s
)
9
5
l
b
d
o
w
n
a
n
d
2
9
l
b
u
p
a
t
2
-
0
-
0
,
9
5
l
b
d
o
w
n
a
n
d
2
9
l
b
u
p
a
t
4
-
0
-
0
,
9
5
l
b
d
o
w
n
a
n
d
2
9
l
b
u
p
a
t 6-0-0, 95 lb down
an
d
2
9
l
b
u
p
a
t
8
-
0
-
0
,
9
5
l
b
d
o
w
n
a
n
d
2
9
l
b
u
p
a
t
1
0
-
0
-
0
,
9
5
l
b
d
o
w
n
a
n
d
2
9
l
b
u
p
a
t
1
2
-
0
-
0
,
9
5
l
b
d
o
w
n
a
n
d
2
9
l
b
u
p
a
t
1
4
-
0
-
0
,
9
5
l
b
d
o
w
n
a
n
d
2
9
l
b
u
p
a
t
1
6
-
0
-
0
,
9
5
l
b
d
o
w
n
a
n
d
2
9
l
b
u
p
a
t
1
8
-
0
-0, 95 lb down
an
d
2
9
l
b
u
p
a
t
2
0
-
0
-
0
,
9
5
l
b
d
o
w
n
a
n
d
2
9
l
b
u
p
a
t
2
2
-
0
-
0
,
9
5
l
b
d
o
w
n
a
n
d
2
9
l
b
u
p
a
t
2
4
-
0
-
0
,
1
0
2
l
b
d
o
w
n
a
n
d
3
5
l
b
u
p
a
t
2
6
-
0
-
0
,
1
0
2
l
b
d
o
w
n
a
n
d
3
5
l
b
u
p
a
t
2
8
-
0
-
0
,
1
0
2
l
b
d
o
w
n
a
n
d
3
5
l
b
u
p
a
t
30-0-0, 102 lb
do
w
n
a
n
d
3
5
l
b
u
p
a
t
3
2
-
0
-
0
,
1
0
2
l
b
d
o
w
n
a
n
d
3
5
l
b
u
p
a
t
3
4
-
0
-
0
,
1
0
2
l
b
d
o
w
n
a
n
d
3
5
l
b
u
p
a
t
3
6
-
0
-
0
,
1
0
2
l
b
d
o
w
n
a
n
d
3
5
l
b
u
p
a
t
3
8
-
0
-
0
,
a
n
d
1
0
2
l
b
d
o
w
n
a
n
d
3
5
l
b
u
p
a
t
4
0
-
0
-
0
,
a
n
d
9
4
l
b
d
o
w
n
a
n
d
38 lb up at
42
-
0
-
0
o
n
t
o
p
c
h
o
r
d
.
T
h
e
d
e
s
i
g
n
/
s
e
l
e
c
t
i
o
n
o
f
s
u
c
h
c
o
n
n
e
c
t
i
o
n
d
e
v
i
c
e
(
s
)
i
s
t
h
e
r
e
s
p
o
n
s
i
b
i
l
i
t
y
o
f
o
t
h
e
r
s
.
LO
A
D
C
A
S
E
(
S
)
S
t
a
n
d
a
r
d
1)
D
e
a
d
+
R
o
o
f
L
i
v
e
(
b
a
l
a
n
c
e
d
)
:
L
u
m
b
e
r
I
n
c
r
e
a
s
e
=
1
.
1
5
,
P
l
a
t
e
I
n
c
r
e
a
s
e
=
1
.
1
5
Un
i
f
o
r
m
L
o
a
d
s
(
p
l
f
)
Ve
r
t
:
1
-
9
=
-
8
4
,
1
0
-
1
7
=
-
2
0
Co
n
c
e
n
t
r
a
t
e
d
L
o
a
d
s
(
l
b
)
Ve
r
t
:
4
=
-
1
4
1
4
=
-
1
9
6
9
(
B
)
1
3
=
-
3
3
5
9
(
B
)
7
=
-
2
4
1
8
=
-
1
4
1
9
=
-
1
4
2
0
=
-
1
4
2
1
=
-
1
4
2
2
=
-
1
4
2
3
=
-
1
4
2
4
=
-
1
4
2
5
=
-
1
4
2
6
=
-
1
4
2
7
=
-
1
4
2
8
=
-
1
4
2
9
=
-
2
4
3
0
=
-
2
4
3
1
=
-
2
4
3
2
=
-
2
4
3
3
=
-
2
4
3
4
=
-
2
4
3
5
=
-
2
4
3
6
=
-
4
8
3
9
=
-
5
4
1
(
B
)
40
=
-
5
4
1
(
B
)
4
1
=
-
5
4
1
(
B
)
4
3
=
-
5
4
1
(
B
)
4
4
=
-
5
4
1
(
B
)
Jo
b
A
Tr
u
s
s
J1
Tr
u
s
s
T
y
p
e
Ja
c
k
-
O
p
e
n
Qt
y
2
Ply
1
Jo
b
R
e
f
e
r
e
n
c
e
(
o
p
t
i
o
n
a
l
)
Ru
n
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
P
r
i
n
t
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
M
i
T
e
k
I
n
d
u
s
t
r
i
e
s
,
I
n
c
.
M
o
n
J
u
n
2
5
1
4
:
4
8
:
1
6
2
0
1
8
P
a
g
e
1
Vil
l
a
u
m
e
I
n
d
u
s
t
r
i
e
s
,
S
t
P
a
u
l
,
M
N
ID
:
v
H
w
C
m
L
m
p
4
v
x
t
?
m
?
k
X
f
n
8
O
7
z
4
4
t
E
-
l
O
S
p
d
F
_
a
i
6
2
h
F
h
j
k
F
S
?
Z
H
O
W
9
C
t
0
L
o
k
?
l
S
f
P
l
5
N
z
2
i
n
z
Scale = 1:38.8
W1
T1
T2
B1
30
2
#
/
0
#
13
8
#
/
-
9
8
#
73
#
/
-
1
2
#
1
2
3
6
4 5
4x
4
2x
4
3x
6
2-
1
0
-
4
2-
1
0
-
4
3-1
1
-
4
1-
1
-
0
-1
-
0
-
0
1-
0
-
0
2-
1
0
-
4
2-
1
0
-
4
3-1
1
-
4
1-
1
-
0
1
-
2
-
1
4
5
-
6
-
4
6
-
3
-
1
1
5
-
2
-
1
2
5
-
6
-
4
18
.
0
0
1
2
Pl
a
t
e
O
f
f
s
e
t
s
(
X
,
Y
)
-
-
[
3
:
0
-
2
-
1
5
,
E
d
g
e
]
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
I
N
G
-
Pl
a
t
e
G
r
i
p
D
O
L
Lu
m
b
e
r
D
O
L
Re
p
S
t
r
e
s
s
I
n
c
r
Co
d
e
2-
0
-
0
1.
1
5
1.
1
5
YE
S
MN
S
R
C
2
0
1
5
/
T
P
I
2
0
0
7
CS
I
.
TC BC WB Ma
t
r
i
x
-
M
R
0.
6
0
0.
2
0
0.
0
0
DE
F
L
.
Ve
r
t
(
L
L
)
Ve
r
t
(
T
L
)
Ho
r
z
(
T
L
)
in
0.
0
3
-0
.
0
3
-0
.
1
6
(l
o
c
)
5-
6
5-
6
4
l/
d
e
f
l
>9
9
9
>9
9
9
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 Weight: 15 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
BO
T
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
WE
B
S
2
x
3
S
P
F
S
t
u
d
BR
A
C
I
N
G
-
TO
P
C
H
O
R
D
S
t
r
u
c
t
u
r
a
l
w
o
o
d
s
h
e
a
t
h
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
3
-
1
1
-
4
o
c
p
u
r
l
i
n
s
,
e
x
c
e
p
t
e
n
d
v
e
r
t
i
c
a
l
s
,
a
n
d
2-
0
-
0
o
c
p
u
r
l
i
n
s
:
3
-
4
.
BO
T
C
H
O
R
D
R
i
g
i
d
c
e
i
l
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
1
0
-
0
-
0
o
c
b
r
a
c
i
n
g
.
MiT
e
k
r
e
c
o
m
m
e
n
d
s
t
h
a
t
S
t
a
b
i
l
i
z
e
r
s
a
n
d
r
e
q
u
i
r
e
d
c
r
o
s
s
b
r
a
c
i
n
g
b
e
i
n
s
t
a
l
l
e
d
d
u
r
i
n
g
tr
u
s
s
e
r
e
c
t
i
o
n
,
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
S
t
a
b
i
l
i
z
e
r
I
n
s
t
a
l
l
a
t
i
o
n
g
u
i
d
e
.
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
)
6
=
3
0
2
/
0
-
5
-
8
(
m
i
n
.
0
-
1
-
8
)
,
4
=
1
3
8
/
M
e
c
h
a
n
i
c
a
l
,
5
=
4
5
/
M
e
c
h
a
n
i
c
a
l
Ma
x
H
o
r
z
6
=
1
6
1
(
L
C
8
)
Ma
x
U
p
l
i
f
t
4
=
-
9
8
(
L
C
8
)
,
5
=
-
1
2
(
L
C
8
)
Ma
x
G
r
a
v
6
=
3
0
2
(
L
C
1
)
,
4
=
1
3
8
(
L
C
1
)
,
5
=
7
3
(
L
C
3
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
C
o
m
p
.
/
M
a
x
.
T
e
n
.
-
A
l
l
f
o
r
c
e
s
2
5
0
(
l
b
)
o
r
l
e
s
s
e
x
c
e
p
t
w
h
e
n
s
h
o
w
n
.
TO
P
C
H
O
R
D
2
-
6
=
-
2
7
2
/
0
NO
T
E
S
-
1)
U
n
b
a
l
a
n
c
e
d
r
o
o
f
l
i
v
e
l
o
a
d
s
h
a
v
e
b
e
e
n
c
o
n
s
i
d
e
r
e
d
f
o
r
t
h
i
s
d
e
s
i
g
n
.
2)
W
i
n
d
:
A
S
C
E
7
-
1
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d
:
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;
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g
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;
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4
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2
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;
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2
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LO
A
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(
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v
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Scale = 1:18.3
W1
T1
T2
B1
27
5
#
/
-
6
6
#
14
7
#
/
-
4
4
#
73
#
/
0
#
1
2
3
6
7
4
8
9
5
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4
2x
4
3x
6
NA
I
L
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D
NA
I
L
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D
0-7
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9
0-7
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9
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1
1
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4
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6
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1
1
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0
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0
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0
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9
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4
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7
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0
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5
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E
d
g
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]
LO
A
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(p
s
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PLATES MT20 Weight: 13 lb FT = 20%GRIP 197/144
LU
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8
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4
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1)
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b
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d
:
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1
0
;
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1
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(
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;
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2
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;
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;
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2
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t
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s
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a
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b
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2
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m
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f
e
r
t
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g
i
r
d
e
r
(
s
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f
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r
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r
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s
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s
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.
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r
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v
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c
t
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(
b
y
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s
)
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f
t
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s
t
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1
0
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b
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(
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r
a
p
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c
a
l
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n
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p
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t
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c
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A
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L
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n
d
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d
l
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s
.
10
)
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a
n
g
e
r
(
s
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o
r
o
t
h
e
r
c
o
n
n
e
c
t
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d
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v
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c
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(
s
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s
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a
l
l
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d
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d
s
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t
t
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p
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(
s
)
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0
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s
.
11
)
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t
h
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L
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D
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A
S
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(
S
)
s
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c
t
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n
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t
(
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b
a
c
k
(
B
)
.
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D
C
A
S
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(
S
)
S
t
a
n
d
a
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Co
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d
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l
a
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d
u
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r
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,
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t
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a
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,
M
N
ID
:
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m
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p
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L
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(
p
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8
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2
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3
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3
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4
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8
4
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5
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L
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l
b
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Scale = 1:17.6
T1
B1
HW
1
56
#
/
-
3
0
#
20
6
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7
#
33
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PLATES MT20 Weight: 7 lb FT = 20%GRIP 197/144
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r
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M
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H
w
C
m
L
m
p
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v
x
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4
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l
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8
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d
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h
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2
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w
Scale = 1:19.2
W1
T2
B1
40
3
#
/
-
3
7
#
22
3
#
/
-
6
4
#
11
0
#
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0
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1
2
3
6
7
8
4
9
1
0
5
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8
3x
6
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I
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D
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NA
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1
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0
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1
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Pl
a
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f
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(
X
,
Y
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2
:
0
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1
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9
,
0
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1
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4
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[
3
:
0
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3
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1
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3
]
,
[
6
:
0
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0
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LO
A
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(p
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(
L
L
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T
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0
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1
5
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2
1
(l
o
c
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5-
6
5-
6
4
l/
d
e
f
l
>9
9
9
>4
6
7
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 Weight: 17 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
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F
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2
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l
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L
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s
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p
l
f
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r
t
:
1
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2
=
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4
,
2
-
3
=
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,
3
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4
=
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5
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=
-
2
0
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c
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n
t
r
a
t
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d
s
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l
b
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(
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Scale = 1:33.4
W1
T1
T2
B1
40
2
#
/
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5
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21
9
#
/
-
6
1
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11
0
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0
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1
2
3
6
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8
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1
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3
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1
3
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3
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1
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1
1
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7
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7
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0
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0
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2-
3
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1
3
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3
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1
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1
1
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7
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3
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4
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15
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0
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Pl
a
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s
(
X
,
Y
)
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[
2
:
0
-
1
-
9
,
0
-
1
-
4
]
,
[
3
:
0
-
6
-
6
,
0
-
1
-
1
]
,
[
6
:
0
-
0
-
0
,
0
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1
-
4
]
LO
A
D
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G
(p
s
f
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TC
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L
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L
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L
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7.
0
0.
0
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.
0
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A
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a
t
e
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p
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1
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t
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T
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4
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(l
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d
e
f
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>9
9
9
>4
5
8
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 MT18HS Weight: 18 lb FT = 20%GRIP 197/144 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
BO
T
C
H
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R
D
2
x
4
S
P
F
N
o
.
2
WE
B
S
2
x
3
S
P
F
S
t
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d
BR
A
C
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N
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TO
P
C
H
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D
S
t
r
u
c
t
u
r
a
l
w
o
o
d
s
h
e
a
t
h
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
5
-
1
1
-
4
o
c
p
u
r
l
i
n
s
,
e
x
c
e
p
t
e
n
d
v
e
r
t
i
c
a
l
s
,
a
n
d
2-
0
-
0
o
c
p
u
r
l
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s
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3
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4
.
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m
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1
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8
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,
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1
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l
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=
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5
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NO
T
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S
-
1)
U
n
b
a
l
a
n
c
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d
r
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f
l
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l
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a
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i
n
d
:
A
S
C
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7
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1
0
;
V
u
l
t
=
1
1
5
m
p
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(
3
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s
e
c
o
n
d
g
u
s
t
)
V
(
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R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
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d
;
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W
F
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S
(
e
n
v
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l
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p
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)
g
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b
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n
d
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;
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n
t
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l
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m
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l
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h
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%
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c
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(
S
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M
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2
5
1
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4
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2
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1
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v
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Scale = 1:42.1
W1
T1
T2
B1
W2
40
2
#
/
0
#
14
6
#
/
-
2
9
#
14
5
#
/
-
5
1
#
1
2
3
7
6
4 5
3x
8
4x
4
2x
3
3-
7
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1
3
3-
7
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1
3
5-
1
1
-
4
2-
3
-
7
-1
-
0
-
0
1-
0
-
0
3-
7
-
1
3
3-
7
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1
3
5-
1
1
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4
2-
3
-
7
0
-
1
0
-
1
0
5
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5
-
6
6
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3
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6
5
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1
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1
4
5
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5
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6
15
.
0
0
1
2
Pl
a
t
e
O
f
f
s
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t
s
(
X
,
Y
)
-
-
[
2
:
0
-
1
-
9
,
0
-
1
-
4
]
,
[
3
:
0
-
1
-
1
2
,
0
-
2
-
0
]
,
[
7
:
0
-
0
-
0
,
0
-
1
-
4
]
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
I
N
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-
Pl
a
t
e
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r
i
p
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Lu
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b
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1
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t
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F
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(
L
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T
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2
2
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3
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(l
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c
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7
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7
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l/
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f
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>5
2
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>3
1
8
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 Weight: 23 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
BO
T
C
H
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D
2
x
4
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P
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.
2
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B
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2
x
3
S
P
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S
t
u
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BR
A
C
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N
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P
C
H
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D
S
t
r
u
c
t
u
r
a
l
w
o
o
d
s
h
e
a
t
h
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
5
-
1
1
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4
o
c
p
u
r
l
i
n
s
,
e
x
c
e
p
t
e
n
d
v
e
r
t
i
c
a
l
s
,
a
n
d
2-
0
-
0
o
c
p
u
r
l
i
n
s
:
3
-
4
.
BO
T
C
H
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D
R
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g
i
d
c
e
i
l
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
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e
d
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r
6
-
0
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0
o
c
b
r
a
c
i
n
g
.
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e
k
r
e
c
o
m
m
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n
d
s
t
h
a
t
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t
a
b
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e
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s
a
n
d
r
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q
u
i
r
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d
c
r
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s
s
b
r
a
c
i
n
g
b
e
i
n
s
t
a
l
l
e
d
d
u
r
i
n
g
tr
u
s
s
e
r
e
c
t
i
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n
,
i
n
a
c
c
o
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d
a
n
c
e
w
i
t
h
S
t
a
b
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l
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r
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n
s
t
a
l
l
a
t
i
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n
g
u
i
d
e
.
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
)
7
=
4
0
2
/
0
-
5
-
8
(
m
i
n
.
0
-
1
-
8
)
,
4
=
1
4
6
/
M
e
c
h
a
n
i
c
a
l
,
5
=
1
4
5
/
M
e
c
h
a
n
i
c
a
l
Ma
x
H
o
r
z
7
=
1
6
6
(
L
C
8
)
Ma
x
U
p
l
i
f
t
4
=
-
2
9
(
L
C
5
)
,
5
=
-
5
1
(
L
C
8
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
C
o
m
p
.
/
M
a
x
.
T
e
n
.
-
A
l
l
f
o
r
c
e
s
2
5
0
(
l
b
)
o
r
l
e
s
s
e
x
c
e
p
t
w
h
e
n
s
h
o
w
n
.
TO
P
C
H
O
R
D
2
-
7
=
-
2
9
6
/
0
NO
T
E
S
-
1)
U
n
b
a
l
a
n
c
e
d
r
o
o
f
l
i
v
e
l
o
a
d
s
h
a
v
e
b
e
e
n
c
o
n
s
i
d
e
r
e
d
f
o
r
t
h
i
s
d
e
s
i
g
n
.
2)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
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Scale = 1:57.3
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24
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18
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n/
a
PLATES MT20 Weight: 7 lb FT = 20%GRIP 197/144
LU
M
B
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P
C
H
O
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D
2
x
4
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A
C
T
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b
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s
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0
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5
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(
m
i
n
.
0
-
1
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8
)
,
4
=
1
9
/
M
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c
h
a
n
i
c
a
l
Ma
x
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=
7
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(
L
C
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Ma
x
U
p
l
i
f
t
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-
3
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(
L
C
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)
,
2
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-
1
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(
L
C
8
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Ma
x
G
r
a
v
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6
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(
L
C
1
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,
2
=
2
0
6
(
L
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4
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3
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L
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FO
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C
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(l
b
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M
a
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m
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M
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l
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l
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h
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NO
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W
i
n
d
:
A
S
C
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7
-
1
0
;
V
u
l
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=
1
1
5
m
p
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(
3
-
s
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c
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n
d
g
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s
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)
V
(
I
R
C
2
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1
2
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=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
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C
a
t
.
I
I
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E
x
p
B
;
E
n
c
l
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s
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d
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M
W
F
R
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(
e
n
v
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l
o
p
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g
a
b
l
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n
d
z
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;
ca
n
t
i
l
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v
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r
l
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f
t
a
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d
r
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g
h
t
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x
p
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s
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d
;
e
n
d
v
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t
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c
a
l
l
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f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
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d
;
L
u
m
b
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D
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=
1
.
6
0
p
l
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g
r
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D
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=
1
.
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2)
T
h
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t
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s
s
h
a
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b
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1
0
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0
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b
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t
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m
c
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l
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l
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T
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s
f
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h
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b
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c
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w
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g
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3
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6
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2
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w
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w
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l
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R
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s
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b
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b
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l
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j
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s
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3
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A
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b
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4
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l
a
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v
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H
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8
6
p
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l
D
q
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R
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2
i
n
p
Scale = 1:125.4
T1
T2
B1
W1
W2
W3
HW
1
W5
W4
ST
1
5
ST
1
3
ST
1
4
ST
1
1
ST
1
2
ST
9
ST
1
0
ST
7
ST
8
ST
5
ST
6
ST
3
ST
4
ST
2
ST
1
ST
1
6
ST
1
7
ST
1
8
57
6
4
#
/
-
5
0
6
#
6
7
2
1
#
/
0
#
1
2
3
4
5
6
8
7
40
4
1
4
2
4
3
44
4
5
4
6
4
7
48
49
4x
1
0
4x
4
2x
4
10
x
1
0
4x
6
4x
6
3x
4
2x
4
2x
4
2x
4
3x
8
2x
4
2x
4
2x
4
2x
4
2x
4
2x
4
LU
S
2
6
LU
S
2
6
LU
S
2
6
LU
S
2
8
LU
S
2
8
HG
U
S
2
8
-
2
HU
S
2
8
HU
S
2
8
1-6
-
0
1-6
-
0
2-8
-
1
2
1-2
-
1
2
3-6
-
0
0-9
-
4
5-
6
-
0
2-
0
-
0
7-
6
-
0
2-
0
-
0
9-
0
-
1
3
1-
6
-
1
3
9-
6
-
0
0-
5
-
3
10
-
7
-
9
1-1
-
9
12
-
6
-
0
1-
1
0
-
7
14
-
6
-
0
2-0
-
0
16
-
6
-
0
2-
0
-
0
4-7
-
1
1
4-7
-
1
1
9-
0
-
1
3
4-
5
-
3
13
-
6
-
0
4-5
-
3
16
-
6
-
0
3-0
-
0
0
-
1
1
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1
4
1
2
-
2
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1
4
9
-
8
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1
4
10
.
0
0
1
2
Pl
a
t
e
O
f
f
s
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t
s
(
X
,
Y
)
-
-
[
1
:
0
-
5
-
0
,
0
-
2
-
4
]
,
[
5
:
0
-
2
-
0
,
0
-
0
-
0
]
,
[
5
:
0
-
2
-
0
,
0
-
1
-
1
2
]
,
[
7
:
E
d
g
e
,
0
-
2
-
4
]
,
[
8
:
0
-
1
-
4
,
0
-
0
-
0
]
,
[
8
:
0
-
0
-
6
,
0
-
0
-
0
]
,
[
8
:
0
-
3
-
4
,
0
-
6
-
0
]
,
[
2
0
:
0
-
4
-
0
,
0
-
1
-
9
]
,
[
3
4
:
0
-
1
-
8
,
0
-
0
-
1
2
]
,
[
3
7
:
0
-
1
-
8
,
0
-
0
-
1
2
]
,
[
3
8:0-1-8,0-0-12]
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
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0
7.
0
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0
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10
.
0
SP
A
C
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a
t
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r
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p
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Lu
m
b
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1
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1
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2
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7
CS
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TC BC WB Ma
t
r
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2
4
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4
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6
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DE
F
L
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Ve
r
t
(
L
L
)
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(
T
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T
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)
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1
3
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2
3
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0
1
(l
o
c
)
1-
8
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8
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d
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f
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>9
9
9
>8
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1
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 Weight: 443 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
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P
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:
2
x
3
S
P
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t
u
d
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W
2
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W
5
:
2
x
3
S
P
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N
o
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2
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H
E
R
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2
x
3
S
P
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t
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x
c
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p
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1
5
,
S
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1
4
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S
T
9
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1
8
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2
x
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P
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f
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1
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2
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1
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1
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BR
A
C
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TO
P
C
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D
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t
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c
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w
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d
s
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t
h
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g
d
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c
t
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p
p
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d
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6
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c
p
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s
,
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x
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t
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a
l
s
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BO
T
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g
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d
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l
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g
d
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c
t
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p
p
l
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d
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1
0
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0
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c
b
r
a
c
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n
g
.
WE
B
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1
R
o
w
a
t
m
i
d
p
t
6
-
7
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
)
1
=
5
7
6
4
/
0
-
5
-
8
(
m
i
n
.
0
-
3
-
0
)
,
7
=
6
7
2
1
/
0
-
5
-
8
(
m
i
n
.
0
-
3
-
8
)
Ma
x
H
o
r
z
1
=
3
2
2
(
L
C
3
1
)
Ma
x
U
p
l
i
f
t
1
=
-
5
0
6
(
L
C
8
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
C
o
m
p
.
/
M
a
x
.
T
e
n
.
-
A
l
l
f
o
r
c
e
s
2
5
0
(
l
b
)
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r
l
e
s
s
e
x
c
e
p
t
w
h
e
n
s
h
o
w
n
.
TO
P
C
H
O
R
D
1
-
2
=
-
5
0
4
2
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3
9
0
,
2
-
3
=
-
4
8
3
8
/
4
1
6
,
3
-
4
=
-
4
7
8
1
/
4
2
1
,
4
-
5
=
-
4
7
7
4
/
5
7
3
BO
T
C
H
O
R
D
1
-
4
0
=
-
4
2
9
/
3
7
6
4
,
4
0
-
4
1
=
-
4
2
9
/
3
7
6
4
,
4
1
-
4
2
=
-
4
2
9
/
3
7
6
4
,
4
2
-
4
3
=
-
4
2
9
/
3
7
6
4
,
4
3
-
4
4
=
-
4
2
9
/
3
7
6
4
,
8
-
4
4
=
-
4
2
9
/
3
7
6
4
,
8-
4
5
=
-
1
6
3
/
1
0
2
3
,
4
5
-
4
6
=
-
1
6
3
/
1
0
2
3
,
4
6
-
4
7
=
-
1
6
3
/
1
0
2
3
,
4
7
-
4
8
=
-
1
6
3
/
1
0
2
3
,
4
8
-
4
9
=
-
1
6
3
/
1
0
2
3
,
7
-
4
9
=
-
1
6
3
/
1
0
2
3
WE
B
S
3
-
8
=
-
3
7
2
/
2
4
7
,
4
-
8
=
-
3
7
8
/
2
0
2
,
5
-
8
=
-
8
0
5
/
7
2
4
2
,
5
-
7
=
-
4
2
2
9
/
4
4
4
NO
T
E
S
-
1)
3
-
p
l
y
t
r
u
s
s
t
o
b
e
c
o
n
n
e
c
t
e
d
t
o
g
e
t
h
e
r
w
i
t
h
1
0
d
(
0
.
1
3
1
"
x
3
"
)
n
a
i
l
s
a
s
f
o
l
l
o
w
s
:
To
p
c
h
o
r
d
s
c
o
n
n
e
c
t
e
d
a
s
f
o
l
l
o
w
s
:
2
x
4
-
1
r
o
w
a
t
0
-
9
-
0
o
c
,
2
x
3
-
1
r
o
w
a
t
0
-
9
-
0
o
c
.
Bo
t
t
o
m
c
h
o
r
d
s
c
o
n
n
e
c
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f
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l
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:
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w
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l
l
l
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c
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f
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h
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L
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s
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c
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n
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l
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l
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s
h
a
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n
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a
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f
l
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n
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W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
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(
3
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d
g
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V
(
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0
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=
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1
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p
h
;
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=
4
.
2
p
s
f
;
B
C
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L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
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C
a
t
.
I
I
;
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x
p
B
;
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n
c
l
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s
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d
;
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W
F
R
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(
e
n
v
e
l
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)
g
a
b
l
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n
d
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o
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;
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n
t
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l
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l
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t
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g
h
t
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p
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d
;
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d
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t
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f
t
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n
d
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g
h
t
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p
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d
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m
b
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6
0
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l
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f
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p
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d
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d
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d
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N
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I
/
T
P
I
1
.
6)
A
l
l
p
l
a
t
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s
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2
x
3
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T
2
0
u
n
l
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s
s
o
t
h
e
r
w
i
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e
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n
d
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c
a
t
e
d
.
7)
G
a
b
l
e
s
t
u
d
s
s
p
a
c
e
d
a
t
1
-
4
-
0
o
c
.
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n
t
i
n
u
e
d
o
n
p
a
g
e
2
Jo
b
A
Tr
u
s
s
K1
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u
s
s
T
y
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B
L
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Qt
y
1
Pl
y
3
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b
R
e
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n
c
e
(
o
p
t
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n
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l
)
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n
:
8
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2
2
0
s
J
u
n
1
4
2
0
1
8
P
r
i
n
t
:
8
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2
2
0
s
J
u
n
1
4
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0
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8
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e
k
I
n
d
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s
t
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n
c
.
M
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n
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u
n
2
5
1
4
:
4
8
:
2
6
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Vil
l
a
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m
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I
n
d
u
s
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r
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s
,
S
t
P
a
u
l
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M
N
ID
:
v
H
w
C
m
L
m
p
4
v
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m
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k
X
f
n
8
O
7
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4
4
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E
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3
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j
g
6
r
L
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6
p
E
l
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2
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n
p
NO
T
E
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-
8)
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h
i
s
t
r
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s
s
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a
s
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n
d
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g
n
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d
f
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a
1
0
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0
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s
f
b
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t
o
m
c
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c
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t
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v
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a
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9)
*
T
h
i
s
t
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u
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s
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y
2
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m
e
m
b
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,
w
i
t
h
B
CDL = 10.0psf.
10
)
P
r
o
v
i
d
e
m
e
c
h
a
n
i
c
a
l
c
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n
n
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c
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n
(
b
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o
t
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r
s
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o
f
t
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f
w
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d
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g
1
0
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l
b
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p
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f
t
a
t
j
o
i
n
t
(
s
)
e
x
c
e
p
t
(
j
t
=
l
b
)
1
=
5
0
6
.
11
)
U
s
e
S
i
m
p
s
o
n
S
t
r
o
n
g
-
T
i
e
L
U
S
2
6
(
4
-
1
0
d
G
i
r
d
e
r
,
4
-
1
0
d
T
r
u
s
s
,
S
i
n
g
l
e
P
l
y
G
i
r
d
e
r
)
o
r
e
q
u
i
v
a
l
e
n
t
s
p
a
c
e
d
a
t
2
-
0
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0
o
c
m
a
x
.
s
t
a
r
t
i
n
g
a
t
1
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6
-
0
f
r
o
m
t
h
e
l
e
f
t
e
n
d
t
o
5
-
6
-
0
t
o
c
o
n
n
e
c
t
t
r
u
s
s
(
e
s
)
A
3
(
1
p
l
y
2
x
4
S
P
F), A4 (1 ply 2x4
SP
F
)
,
A
5
(
1
p
l
y
2
x
4
S
P
F
)
t
o
f
r
o
n
t
f
a
c
e
o
f
b
o
t
t
o
m
c
h
o
r
d
.
12
)
U
s
e
S
i
m
p
s
o
n
S
t
r
o
n
g
-
T
i
e
L
U
S
2
8
(
6
-
1
0
d
G
i
r
d
e
r
,
4
-
1
0
d
T
r
u
s
s
,
S
i
n
g
l
e
P
l
y
G
i
r
d
e
r
)
o
r
e
q
u
i
v
a
l
e
n
t
s
p
a
c
e
d
a
t
2
-
0
-
0
o
c
m
a
x
.
s
t
a
r
t
i
n
g
a
t
7
-
6
-
0
f
r
o
m
t
h
e
l
e
f
t
e
n
d
t
o
9
-
6
-
0
t
o
c
o
n
n
e
c
t
t
r
u
s
s
(
e
s
)
A
6
(
1
p
l
y
2
x
4
S
P
F) to front face of
bo
t
t
o
m
c
h
o
r
d
.
13
)
U
s
e
S
i
m
p
s
o
n
S
t
r
o
n
g
-
T
i
e
H
G
U
S
2
8
-
2
(
3
6
-
1
0
d
G
i
r
d
e
r
,
1
2
-
1
0
d
T
r
u
s
s
)
o
r
e
q
u
i
v
a
l
e
n
t
a
t
1
0
-
7
-
9
f
r
o
m
t
h
e
l
e
f
t
e
n
d
t
o
c
o
n
n
e
c
t
t
r
u
s
s
(
e
s
)
H
4
(
2
p
l
y
2
x
6
S
P
F
)
t
o
f
r
o
n
t
f
a
c
e
o
f
b
o
t
t
o
m
c
h
o
r
d
.
14
)
U
s
e
S
i
m
p
s
o
n
S
t
r
o
n
g
-
T
i
e
H
U
S
2
8
(
2
2
-
1
0
d
G
i
r
d
e
r
,
8
-
1
0
d
T
r
u
s
s
,
S
i
n
g
l
e
P
l
y
G
i
r
d
e
r
)
o
r
e
q
u
i
v
a
l
e
n
t
s
p
a
c
e
d
a
t
2
-
0
-
0
o
c
m
a
x
.
s
t
a
r
t
i
n
g
a
t
1
2
-
6
-
0
f
r
o
m
t
h
e
l
e
f
t
e
n
d
t
o
1
4
-
6
-
0
t
o
c
o
n
n
e
c
t
t
r
u
s
s
(
e
s
)
H
2
(
1
p
l
y
2
x
4
SPF) to front
fa
c
e
o
f
b
o
t
t
o
m
c
h
o
r
d
.
15
)
F
i
l
l
a
l
l
n
a
i
l
h
o
l
e
s
w
h
e
r
e
h
a
n
g
e
r
i
s
i
n
c
o
n
t
a
c
t
w
i
t
h
l
u
m
b
e
r
.
16
)
H
a
n
g
e
r
(
s
)
o
r
o
t
h
e
r
c
o
n
n
e
c
t
i
o
n
d
e
v
i
c
e
(
s
)
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
s
u
f
f
i
c
i
e
n
t
t
o
s
u
p
p
o
r
t
c
o
n
c
e
n
t
r
a
t
e
d
l
o
a
d
(
s
)
1
1
0
0
l
b
d
o
w
n
a
n
d
1
0
4
l
b
u
p
a
t
2
-
8
-
1
2
o
n
b
o
t
t
o
m
c
h
o
r
d
.
T
h
e
d
e
s
i
g
n
/
s
e
l
e
c
t
i
o
n
o
f
s
u
c
h
c
o
n
n
e
c
t
i
o
n
device(s) is the
re
s
p
o
n
s
i
b
i
l
i
t
y
o
f
o
t
h
e
r
s
.
17
)
S
t
u
d
d
i
n
g
a
p
p
l
i
e
d
t
o
p
l
y
:
1
(
F
r
o
n
t
)
LO
A
D
C
A
S
E
(
S
)
S
t
a
n
d
a
r
d
1)
D
e
a
d
+
R
o
o
f
L
i
v
e
(
b
a
l
a
n
c
e
d
)
:
L
u
m
b
e
r
I
n
c
r
e
a
s
e
=
1
.
1
5
,
P
l
a
t
e
I
n
c
r
e
a
s
e
=
1
.
1
5
Un
i
f
o
r
m
L
o
a
d
s
(
p
l
f
)
Ve
r
t
:
1
-
5
=
-
8
4
,
5
-
6
=
-
8
4
,
1
-
7
=
-
2
0
Co
n
c
e
n
t
r
a
t
e
d
L
o
a
d
s
(
l
b
)
Ve
r
t
:
4
0
=
-
9
3
7
(
F
)
4
1
=
-
1
1
0
0
(
B
)
4
2
=
-
9
3
7
(
F
)
4
3
=
-
9
3
7
(
F
)
4
4
=
-
1
1
3
7
(
F
)
4
5
=
-
1
1
3
7
(
F
)
4
6
=
6
9
7
(
F
)
4
7
=
-
2
6
4
7
(
F
)
4
8
=
-
2
6
4
7
(
F
)
Jo
b
A
Tr
u
s
s
M1
Tr
u
s
s
T
y
p
e
Va
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T2
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PLATES MT20 Weight: 54 lb FT = 20%GRIP 197/144
LU
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(lb
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1
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1
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T
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n
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d
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s
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2)
W
i
n
d
:
A
S
C
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7
-
1
0
;
V
u
l
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1
1
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m
p
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3
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c
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d
g
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s
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V
(
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R
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2
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=
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m
p
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T
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=
4
.
2
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s
f
;
B
C
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6
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0
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s
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h
=
2
5
f
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a
t
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I
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n
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l
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n
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)
g
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b
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;
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(
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1
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1
7
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1
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1
5
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1
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1
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LO
A
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A
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(
S
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S
t
a
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b
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b
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2
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Scale = 1:47.3
T1
T2
B1
W5
W1
W2
W3
W4
W3
12
2
#
/
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4
9
#
10
6
#
/
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3
6
#
21
6
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5
5
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2
0
9
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7
7
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2
2
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3
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2
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4
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1
2
3
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5
6
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1
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9
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4
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4
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4
2-
0
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1
1
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4
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1
1
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4
6-
0
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0
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7-
0
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0
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8-
0
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a
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X
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Y
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1
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0
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3
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,
E
d
g
e
]
LO
A
D
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(p
s
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0
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10
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0
SP
A
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a
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1
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1
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(l
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PLATES MT20 Weight: 43 lb FT = 20%GRIP 197/144
LU
M
B
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TO
P
C
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D
2
x
4
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d
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A
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S
.
All
b
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a
r
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g
s
0
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1
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8
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x
c
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p
t
(
j
t
=
l
e
n
g
t
h
)
1
=
0
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4
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1
2
,
8
=
0
-
4
-
1
2
.
(lb
)
-
M
a
x
H
o
r
z
1
=
1
4
0
(
L
C
5
)
Ma
x
U
p
l
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f
t
A
l
l
u
p
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1
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b
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s
s
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j
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t
(
s
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1
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8
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1
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1
2
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1
1
,
9
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x
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v
A
l
l
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a
c
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2
5
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b
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s
s
a
t
j
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n
t
(
s
)
1
,
8
,
1
3
,
1
2
,
1
1
,
9
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R
C
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S
.
(l
b
)
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M
a
x
.
C
o
m
p
.
/
M
a
x
.
T
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n
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l
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f
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2
5
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(
l
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r
l
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s
s
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x
c
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p
t
w
h
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n
s
h
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w
n
.
NO
T
E
S
-
1)
U
n
b
a
l
a
n
c
e
d
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o
o
f
l
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v
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l
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a
d
s
h
a
v
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b
e
e
n
c
o
n
s
i
d
e
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e
d
f
o
r
t
h
i
s
d
e
s
i
g
n
.
2)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
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l
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v
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r
l
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f
t
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d
r
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h
t
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x
p
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d
;
e
n
d
v
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r
t
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c
a
l
l
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f
t
a
n
d
r
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g
h
t
e
x
p
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s
e
d
;
L
u
m
b
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r
D
O
L
=
1
.
6
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Scale: 1/8"=1'
W1
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T2
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5
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3
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2
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1
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4
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PLATES MT20 Weight: 85 lb FT = 20%GRIP 197/144
LU
M
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2
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(
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t
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1
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r
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1
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a
g
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l
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d
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r
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e
s
,
S
t
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a
u
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M
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ID
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v
H
w
C
m
L
m
p
4
v
x
t
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m
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k
X
f
n
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7
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4
4
t
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d
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4
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e
s
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w
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2
7
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z
2
i
n
k
Scale = 1:63.2
W1
T1
W2
B1ST
2
ST
1
35
#
/
0
#
5
4
#
/
0
#
14
8
#
/
0
#
11
7
#
/
0
#
1 2
3
4
8
7
6
5
2x
4
2x
4
2x
4
2x
4
2x
3
2x
3
2x
3
2x
3
3-
7
-
4
3-
7
-
4
6
-
8
-
1
3
9
-
8
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1
4
10
.
0
0
1
2
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
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L
L
BC
D
L
35
.
0
7.
0
0.
0
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10
.
0
SP
A
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G
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Pl
a
t
e
G
r
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p
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m
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p
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s
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0
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1
5
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1
5
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S
MN
S
R
C
2
0
1
5
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T
P
I
2
0
0
7
CS
I
.
TC BC WB Ma
t
r
i
x
-
R
0.
0
3
0.
0
1
0.
1
4
DE
F
L
.
Ve
r
t
(
L
L
)
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r
t
(
T
L
)
Ho
r
z
(
T
L
)
in
n/
a
n/
a
0.
0
0
(l
o
c
)
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5
l/
d
e
f
l
n/
a
n/
a
n/
a
L/
d
99
9
99
9
n/
a
PLATES MT20 Weight: 34 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
BO
T
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
WE
B
S
2
x
3
S
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Scale = 1:49.7
T1
T2
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2
70
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79
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1
1
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[
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PLATES MT20 Weight: 45 lb FT = 20%GRIP 197/144
LU
M
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1
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6
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4
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6
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5
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5
=
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4
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B
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3
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6
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0
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3
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9
NO
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n
b
a
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c
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d
:
A
S
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7
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1
0
;
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1
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3
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p
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4
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2
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s
f
;
B
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6
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s
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;
h
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2
5
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a
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I
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;
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;
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n
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l
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p
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d
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a
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p
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;
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m
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h
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a
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c
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4)
*
T
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me
m
b
e
r
s
,
w
i
t
h
B
C
D
L
=
1
0
.
0
p
s
f
.
5)
R
e
f
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r
t
o
g
i
r
d
e
r
(
s
)
f
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c
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.
6)
P
r
o
v
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c
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c
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b
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d
4
6
l
b
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p
l
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f
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a
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j
o
i
n
t
2
.
LO
A
D
C
A
S
E
(
S
)
S
t
a
n
d
a
r
d
Jo
b
A
Tr
u
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s
R2
Tr
u
s
s
T
y
p
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Co
m
m
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Qt
y
2
Ply
1
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b
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e
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e
(
o
p
t
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a
l
)
Ru
n
:
8
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2
2
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s
J
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1
4
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1
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r
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n
t
:
8
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2
2
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s
J
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1
4
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1
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M
i
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k
I
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d
u
s
t
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s
,
I
n
c
.
M
o
n
J
u
n
2
5
1
4
:
4
8
:
3
3
2
0
1
8
P
a
g
e
1
Vil
l
a
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m
e
I
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d
u
s
t
r
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s
,
S
t
P
a
u
l
,
M
N
ID
:
v
H
w
C
m
L
m
p
4
v
x
t
?
m
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k
X
f
n
8
O
7
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4
4
t
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l
g
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3
B
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i
K
B
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n
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l
W
p
Y
T
z
j
1
O
j
j
J
H
N
l
G
M
p
0
8
B
u
z
2
i
n
i
Scale = 1:49.7
T1
T1
B1W1
HW
1
HW
1
81
2
#
/
-
4
7
#
81
2
#
/
-
4
7
#
81
2
#
/
-
4
7
#
81
2
#
/
-
4
7
#
1
2
3
4
5
6
13
1
4
4x
6
4x
6
2x
3
4x
4
7-
0
-
0
7-
0
-
0
14
-
0
-
0
7-0
-
0
-1
-
0
-
0
1-0
-
0
7-
0
-
0
7-
0
-
0
14
-
0
-
0
7-0
-
0
15
-
0
-
0
1-
0
-
0
0
-
6
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1
4
6
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4
-
1
4
7
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0
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9
0
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6
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1
4
10
.
0
0
1
2
Pl
a
t
e
O
f
f
s
e
t
s
(
X
,
Y
)
-
-
[
2
:
0
-
0
-
9
,
0
-
0
-
1
1
]
,
[
2
:
0
-
1
-
3
,
0
-
4
-
3
]
,
[
3
:
0
-
2
-
0
,
0
-
1
-
8
]
,
[
4
:
0
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1
-
3
,
0
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4
-
3
]
,
[
4
:
0
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0
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9
,
0
-
0
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1
1
]
LO
A
D
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(p
s
f
)
TC
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0
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10
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A
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a
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TC BC WB Ma
t
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L
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(l
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9
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d
24
0
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n/
a
PLATES MT20 Weight: 46 lb FT = 20%GRIP 197/144
LU
M
B
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2
x
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m
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0
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1
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8
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(
m
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8
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2
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2
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)
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x
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p
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=
-
4
7
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=
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4
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)
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(l
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=
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0
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3
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6
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1
4
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0
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WE
B
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3
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6
=
0
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3
7
2
NO
T
E
S
-
1)
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n
b
a
l
a
n
c
e
d
r
o
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f
l
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l
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a
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c
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s
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d
f
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h
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s
d
e
s
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g
n
.
2)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
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(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
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s
e
d
;
M
W
F
R
S
(
e
n
v
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l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
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;
ca
n
t
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l
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v
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f
t
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d
r
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g
h
t
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x
p
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d
;
e
n
d
v
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t
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c
a
l
l
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f
t
a
n
d
r
i
g
h
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e
x
p
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s
e
d
;
L
u
m
b
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r
D
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=
1
.
6
0
p
l
a
t
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g
r
i
p
D
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=
1
.
6
0
3)
T
h
i
s
t
r
u
s
s
h
a
s
b
e
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n
d
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s
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g
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d
f
o
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a
1
0
.
0
p
s
f
b
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t
t
o
m
c
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d
l
i
v
e
l
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a
d
n
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c
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c
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t
w
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a
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y
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t
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l
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l
o
a
d
s
.
4)
*
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
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d
f
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a
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v
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l
o
a
d
o
f
2
0
.
0
p
s
f
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n
t
h
e
b
o
t
t
o
m
c
h
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r
d
i
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a
l
l
a
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a
s
w
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a
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c
t
a
n
g
l
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3
-
6
-
0
t
a
l
l
b
y
2
-
0
-
0
w
i
d
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w
i
l
l
f
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b
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t
w
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n
t
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b
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c
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a
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d
a
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y
o
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h
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r
me
m
b
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,
w
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C
D
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=
1
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.
0
p
s
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5)
P
r
o
v
i
d
e
m
e
c
h
a
n
i
c
a
l
c
o
n
n
e
c
t
i
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n
(
b
y
o
t
h
e
r
s
)
o
f
t
r
u
s
s
t
o
b
e
a
r
i
n
g
p
l
a
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c
a
p
a
b
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f
w
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h
s
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a
n
d
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g
4
7
l
b
u
p
l
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f
t
a
t
j
o
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t
2
a
n
d
4
7
l
b
u
p
l
i
f
t
a
t
j
o
i
n
t
4
.
LO
A
D
C
A
S
E
(
S
)
S
t
a
n
d
a
r
d
Jo
b
A
Tr
u
s
s
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Tr
u
s
s
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y
p
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m
m
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G
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e
r
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y
1
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1
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b
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n
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(
o
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t
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o
n
a
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)
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n
:
8
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2
2
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s
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1
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2
0
1
8
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r
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n
t
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
M
i
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e
k
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n
d
u
s
t
r
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e
s
,
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n
c
.
M
o
n
J
u
n
2
5
1
4
:
4
8
:
3
5
2
0
1
8
P
a
g
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1
Vil
l
a
u
m
e
I
n
d
u
s
t
r
i
e
s
,
S
t
P
a
u
l
,
M
N
ID
:
v
H
w
C
m
L
m
p
4
v
x
t
?
m
?
k
X
f
n
8
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7
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4
4
t
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h
2
5
?
c
l
D
U
D
x
R
_
0
c
g
N
s
x
r
0
Y
O
p
V
K
X
U
L
l
G
I
Y
p
7
V
F
G
n
z
2
i
n
g
Scale = 1:51.7
T1
T1
B1
W2
W1
W2
W1
HW
1
HW
1
10
5
4
#
/
-
1
9
2
#
10
5
4
#
/
-
1
9
2
#
10
5
4
#
/
-
1
9
2
#
10
5
4
#
/
-
1
9
2
#
1
2
3
4
5
6
7
9
8
16
17
18
19
20
21
22
2
3
2
4
2
5
2
6
2
7
3x
6
3x
6
3x
4
4x
4
2x
3
3x
4
2x
3
NA
I
L
E
D
NA
I
L
E
D
NA
I
L
E
D
N
A
I
L
E
D
NA
I
L
E
D
NA
I
L
E
D
NA
I
L
E
D
NA
I
L
E
D
N
A
I
L
E
D
NA
I
L
E
D
NA
I
L
E
D
NA
I
L
E
D
2-0
-
0
2-0
-
0
4-
0
-
0
2-
0
-
0
4-
9
-
4
0-
9
-
4
6-
0
-
0
1-
2
-
1
2
8-
0
-
0
2-
0
-
0
9-
2
-
1
2
1-
2
-
1
2
10
-
0
-
0
0-9
-
4
12
-
0
-
0
2-0
-
0
14
-
0
-
0
2-
0
-
0
-1
-
0
-
0
1-0
-
0
2-0
-
0
2-0
-
0
3-7
-
1
5
1-7
-
1
5
4-
0
-
0
0-
4
-
1
6-
0
-
0
2-
0
-
0
7-
0
-
0
1-
0
-
0
8-
0
-
0
1-
0
-
0
10
-
0
-
0
2-
0
-
0
10
-
4
-
1
0-
4
-
1
12
-
0
-
0
1-
7
-
1
5
14
-
0
-
0
2-
0
-
0
15
-
0
-
0
1-
0
-
0
0
-
6
-
1
4
6
-
4
-
1
4
7
-
0
-
9
0
-
6
-
1
4
10
.
0
0
1
2
Pl
a
t
e
O
f
f
s
e
t
s
(
X
,
Y
)
-
-
[
2
:
0
-
0
-
9
,
0
-
0
-
1
1
]
,
[
2
:
0
-
1
-
3
,
0
-
4
-
3
]
,
[
2
:
0
-
3
-
0
,
0
-
0
-
1
1
]
,
[
4
:
0
-
1
-
8
,
0
-
2
-
0
]
,
[
6
:
0
-
1
-
3
,
0
-
4
-
3
]
,
[
6
:
0
-
3
-
0
,
0
-
0
-
1
1
]
,
[
6
:
0
-
0
-
9
,
0
-
0
-
1
1
]
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
I
N
G
-
Pl
a
t
e
G
r
i
p
D
O
L
Lu
m
b
e
r
D
O
L
Re
p
S
t
r
e
s
s
I
n
c
r
Co
d
e
2-
0
-
0
1.
1
5
1.
1
5
NO
MN
S
R
C
2
0
1
5
/
T
P
I
2
0
0
7
CS
I
.
TC BC WB Ma
t
r
i
x
-
M
S
0.
2
2
0.
3
0
0.
2
8
DE
F
L
.
Ve
r
t
(
L
L
)
Ve
r
t
(
T
L
)
Ho
r
z
(
T
L
)
in
-0
.
0
3
-0
.
0
6
0.
0
2
(l
o
c
)
8-
9
8-
9
6
l/
d
e
f
l
>9
9
9
>9
9
9
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 Weight: 56 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
BO
T
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
WE
B
S
2
x
3
S
P
F
S
t
u
d
WE
D
G
E
Le
f
t
:
2
x
4
S
P
F
N
o
.
2
,
R
i
g
h
t
:
2
x
4
S
P
F
N
o
.
2
BR
A
C
I
N
G
-
TO
P
C
H
O
R
D
S
t
r
u
c
t
u
r
a
l
w
o
o
d
s
h
e
a
t
h
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
5
-
2
-
1
5
o
c
p
u
r
l
i
n
s
.
BO
T
C
H
O
R
D
R
i
g
i
d
c
e
i
l
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
1
0
-
0
-
0
o
c
b
r
a
c
i
n
g
.
MiT
e
k
r
e
c
o
m
m
e
n
d
s
t
h
a
t
S
t
a
b
i
l
i
z
e
r
s
a
n
d
r
e
q
u
i
r
e
d
c
r
o
s
s
b
r
a
c
i
n
g
b
e
i
n
s
t
a
l
l
e
d
d
u
r
i
n
g
tr
u
s
s
e
r
e
c
t
i
o
n
,
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
S
t
a
b
i
l
i
z
e
r
I
n
s
t
a
l
l
a
t
i
o
n
g
u
i
d
e
.
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
)
2
=
1
0
5
4
/
0
-
5
-
8
(
m
i
n
.
0
-
1
-
1
0
)
,
6
=
1
0
5
4
/
0
-
5
-
8
(
m
i
n
.
0
-
1
-
1
0
)
Ma
x
H
o
r
z
2
=
-
1
2
9
(
L
C
6
)
Ma
x
U
p
l
i
f
t
2
=
-
1
9
2
(
L
C
8
)
,
6
=
-
1
9
2
(
L
C
9
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
C
o
m
p
.
/
M
a
x
.
T
e
n
.
-
A
l
l
f
o
r
c
e
s
2
5
0
(
l
b
)
o
r
l
e
s
s
e
x
c
e
p
t
w
h
e
n
s
h
o
w
n
.
TO
P
C
H
O
R
D
2
-
1
6
=
-
1
1
9
7
/
2
8
2
,
3
-
1
6
=
-
1
0
7
4
/
2
7
5
,
3
-
1
7
=
-
1
0
9
4
/
3
1
6
,
1
7
-
1
8
=
-
9
5
7
/
3
0
4
,
4
-
1
8
=
-
8
9
5
/
2
6
1
,
4
-
1
9
=
-
8
9
5
/
2
6
1
,
1
9
-
2
0
=
-
9
5
7
/
3
0
4
,
5-
2
0
=
-
1
0
9
4
/
3
1
6
,
5
-
2
1
=
-
1
0
7
4
/
2
7
5
,
6
-
2
1
=
-
1
1
9
7
/
2
8
2
BO
T
C
H
O
R
D
2
-
2
2
=
-
2
1
2
/
8
4
1
,
2
2
-
2
3
=
-
2
1
2
/
8
4
1
,
9
-
2
3
=
-
2
1
2
/
8
4
1
,
9
-
2
4
=
-
1
4
1
/
5
7
6
,
2
4
-
2
5
=
-
1
4
1
/
5
7
6
,
8
-
2
5
=
-
1
4
1
/
5
7
6
,
8
-
2
6
=
-
1
7
2
/
8
4
1
,
26
-
2
7
=
-
1
7
2
/
8
4
1
,
6
-
2
7
=
-
1
7
2
/
8
4
1
WE
B
S
4
-
8
=
-
1
3
0
/
4
6
9
,
5
-
8
=
-
3
1
9
/
1
6
8
,
4
-
9
=
-
1
2
9
/
4
6
9
,
3
-
9
=
-
3
1
9
/
1
6
8
NO
T
E
S
-
1)
U
n
b
a
l
a
n
c
e
d
r
o
o
f
l
i
v
e
l
o
a
d
s
h
a
v
e
b
e
e
n
c
o
n
s
i
d
e
r
e
d
f
o
r
t
h
i
s
d
e
s
i
g
n
.
2)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
e
v
e
r
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
e
n
d
v
e
r
t
i
c
a
l
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
L
u
m
b
e
r
D
O
L
=
1
.
6
0
p
l
a
t
e
g
r
i
p
D
O
L
=
1
.
6
0
3)
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
o
r
a
1
0
.
0
p
s
f
b
o
t
t
o
m
c
h
o
r
d
l
i
v
e
l
o
a
d
n
o
n
c
o
n
c
u
r
r
e
n
t
w
i
t
h
a
n
y
o
t
h
e
r
l
i
v
e
l
o
a
d
s
.
4)
*
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
o
r
a
l
i
v
e
l
o
a
d
o
f
2
0
.
0
p
s
f
o
n
t
h
e
b
o
t
t
o
m
c
h
o
r
d
i
n
a
l
l
a
r
e
a
s
w
h
e
r
e
a
r
e
c
t
a
n
g
l
e
3
-
6
-
0
t
a
l
l
b
y
2
-
0
-
0
w
i
d
e
w
i
l
l
f
i
t
b
e
t
w
e
e
n
t
h
e
b
o
t
t
o
m
c
h
o
r
d
a
n
d
a
n
y
o
t
h
e
r
me
m
b
e
r
s
.
5)
P
r
o
v
i
d
e
m
e
c
h
a
n
i
c
a
l
c
o
n
n
e
c
t
i
o
n
(
b
y
o
t
h
e
r
s
)
o
f
t
r
u
s
s
t
o
b
e
a
r
i
n
g
p
l
a
t
e
c
a
p
a
b
l
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o
f
w
i
t
h
s
t
a
n
d
i
n
g
1
9
2
l
b
u
p
l
i
f
t
a
t
j
o
i
n
t
2
a
n
d
1
9
2
l
b
u
p
l
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f
t
a
t
j
o
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n
t
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.
6)
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N
A
I
L
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D
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n
d
i
c
a
t
e
s
3
-
1
0
d
(
0
.
1
4
8
"
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3
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)
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r
3
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1
2
d
(
0
.
1
4
8
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x
3
.
2
5
"
)
t
o
e
-
n
a
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l
s
p
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r
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D
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g
u
i
d
l
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n
e
s
.
7)
I
n
t
h
e
L
O
A
D
C
A
S
E
(
S
)
s
e
c
t
i
o
n
,
l
o
a
d
s
a
p
p
l
i
e
d
t
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t
h
e
f
a
c
e
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f
t
h
e
t
r
u
s
s
a
r
e
n
o
t
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d
a
s
f
r
o
n
t
(
F
)
o
r
b
a
c
k
(
B
)
.
LO
A
D
C
A
S
E
(
S
)
S
t
a
n
d
a
r
d
Co
n
t
i
n
u
e
d
o
n
p
a
g
e
2
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b
A
Tr
u
s
s
R3
Tr
u
s
s
T
y
p
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Co
m
m
o
n
G
i
r
d
e
r
Qt
y
1
Ply
1
Jo
b
R
e
f
e
r
e
n
c
e
(
o
p
t
i
o
n
a
l
)
Ru
n
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
P
r
i
n
t
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
M
i
T
e
k
I
n
d
u
s
t
r
i
e
s
,
I
n
c
.
M
o
n
J
u
n
2
5
1
4
:
4
8
:
3
5
2
0
1
8
P
a
g
e
2
Vil
l
a
u
m
e
I
n
d
u
s
t
r
i
e
s
,
S
t
P
a
u
l
,
M
N
ID
:
v
H
w
C
m
L
m
p
4
v
x
t
?
m
?
k
X
f
n
8
O
7
z
4
4
t
E
-
h
2
5
?
c
l
D
U
D
x
R
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0
c
g
N
s
x
r
0
Y
O
p
V
K
X
U
L
l
G
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Y
p
7
V
F
G
n
z
2
i
n
g
LO
A
D
C
A
S
E
(
S
)
S
t
a
n
d
a
r
d
1)
D
e
a
d
+
R
o
o
f
L
i
v
e
(
b
a
l
a
n
c
e
d
)
:
L
u
m
b
e
r
I
n
c
r
e
a
s
e
=
1
.
1
5
,
P
l
a
t
e
I
n
c
r
e
a
s
e
=
1
.
1
5
Un
i
f
o
r
m
L
o
a
d
s
(
p
l
f
)
Ve
r
t
:
1
-
4
=
-
8
4
,
4
-
7
=
-
8
4
,
1
0
-
1
3
=
-
2
0
Co
n
c
e
n
t
r
a
t
e
d
L
o
a
d
s
(
l
b
)
Ve
r
t
:
1
6
=
-
6
3
(
F
)
1
7
=
-
5
6
(
F
)
1
8
=
-
5
4
(
F
)
1
9
=
-
5
4
(
F
)
2
0
=
-
5
6
(
F
)
2
1
=
-
6
3
(
F
)
2
2
=
-
2
2
(
F
)
2
3
=
-
2
3
(
F
)
2
4
=
-
2
5
(
F
)
2
5
=
-
2
5
(
F
)
2
6
=
-
2
3
(
F
)
2
7
=
-
2
2
(
F
)
Jo
b
A
Tr
u
s
s
S1
Tr
u
s
s
T
y
p
e
Co
m
m
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n
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y
7
Ply
1
Jo
b
R
e
f
e
r
e
n
c
e
(
o
p
t
i
o
n
a
l
)
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n
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
P
r
i
n
t
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
M
i
T
e
k
I
n
d
u
s
t
r
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e
s
,
I
n
c
.
M
o
n
J
u
n
2
5
1
4
:
4
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v
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Scale = 1:80.6
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T1
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T2
T3
B1
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W
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W
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W
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W
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W
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2
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5
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1
14
13
12
11
10
9 8 7
23
2
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29 30 31
5x
8
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1
6
M
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12x16 4x8
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8
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Sp
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0
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,
[
2
:
1
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0
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[
3
:
0
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n
e
c
t
i
o
n
(
b
y
o
t
h
e
r
s
)
o
f
t
r
u
s
s
t
o
b
e
a
r
i
n
g
p
l
a
t
e
c
a
p
a
b
l
e
o
f
w
i
t
h
s
t
a
n
d
i
n
g
2
8
3
l
b
u
p
l
i
f
t
a
t
j
o
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n
t
1
a
n
d
3
7
3
l
b
u
p
l
i
f
t
a
t
j
o
i
n
t
7
.
11
)
G
r
a
p
h
i
c
a
l
p
u
r
l
i
n
r
e
p
r
e
s
e
n
t
a
t
i
o
n
d
o
e
s
n
o
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d
e
p
i
c
t
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h
e
s
i
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o
r
t
h
e
o
r
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e
n
t
a
t
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n
o
f
t
h
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p
u
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l
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n
a
l
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n
g
t
h
e
t
o
p
a
n
d
/
o
r
b
o
t
t
o
m
c
h
o
r
d
.
12
)
U
s
e
S
i
m
p
s
o
n
S
t
r
o
n
g
-
T
i
e
L
U
S
2
4
(
4
-
1
0
d
G
i
r
d
e
r
,
2
-
1
0
d
T
r
u
s
s
,
S
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n
g
l
e
P
l
y
G
i
r
d
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)
o
r
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q
u
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v
a
l
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n
t
a
t
4
-
0
-
0
f
r
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m
t
h
e
l
e
f
t
e
n
d
t
o
c
o
n
n
e
c
t
t
r
u
s
s
(
e
s
)
T
5
(
1
p
l
y
2
x
4
D
F
)
t
o
f
r
o
n
t
f
a
c
e
o
f
t
o
p
c
h
o
r
d
.
13
)
U
s
e
S
i
m
p
s
o
n
S
t
r
o
n
g
-
T
i
e
H
H
U
S
2
6
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2
(
1
4
-
1
6
d
G
i
r
d
e
r
,
6
-
1
6
d
T
r
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s
s
)
o
r
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q
u
i
v
a
l
e
n
t
a
t
5
-
1
0
-
7
f
r
o
m
t
h
e
l
e
f
t
e
n
d
t
o
c
o
n
n
e
c
t
t
r
u
s
s
(
e
s
)
T
4
(
2
p
l
y
2
x
4
S
P
F
)
t
o
f
r
o
n
t
f
a
c
e
o
f
t
o
p
c
h
o
r
d
.
14
)
U
s
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S
i
m
p
s
o
n
S
t
r
o
n
g
-
T
i
e
L
U
S
2
6
(
4
-
1
0
d
G
i
r
d
e
r
,
4
-
1
0
d
T
r
u
s
s
)
o
r
e
q
u
i
v
a
l
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p
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d
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2
-
0
-
0
o
c
m
a
x
.
s
t
a
r
t
i
n
g
a
t
8
-
0
-
0
f
r
o
m
t
h
e
l
e
f
t
e
n
d
t
o
2
0
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0
-
0
t
o
c
o
n
n
e
c
t
t
r
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s
(
e
s
)
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1
(
1
p
l
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2
x
4
S
P
F
)
t
o
f
r
o
n
t
f
a
c
e
o
f top chord.
15
)
F
i
l
l
a
l
l
n
a
i
l
h
o
l
e
s
w
h
e
r
e
h
a
n
g
e
r
i
s
i
n
c
o
n
t
a
c
t
w
i
t
h
l
u
m
b
e
r
.
16
)
H
a
n
g
e
r
(
s
)
o
r
o
t
h
e
r
c
o
n
n
e
c
t
i
o
n
d
e
v
i
c
e
(
s
)
s
h
a
l
l
b
e
p
r
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v
i
d
e
d
s
u
f
f
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c
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n
t
t
o
s
u
p
p
o
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t
c
o
n
c
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n
t
r
a
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d
l
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a
d
(
s
)
3
8
9
l
b
d
o
w
n
a
t
1
-
1
1
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1
4
,
a
n
d
1
0
5
4
l
b
d
o
w
n
a
n
d
8
4
l
b
u
p
a
t
2
1
-
1
1
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4
o
n
t
o
p
c
h
o
r
d
.
T
h
e
d
e
s
i
g
n
/
s
e
lection of such
co
n
n
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c
t
i
o
n
d
e
v
i
c
e
(
s
)
i
s
t
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s
p
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s
i
b
i
l
i
t
y
o
f
o
t
h
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r
s
.
LO
A
D
C
A
S
E
(
S
)
S
t
a
n
d
a
r
d
1)
D
e
a
d
+
R
o
o
f
L
i
v
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(
b
a
l
a
n
c
e
d
)
:
L
u
m
b
e
r
I
n
c
r
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a
s
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=
1
.
1
5
,
P
l
a
t
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I
n
c
r
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a
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e
=
1
.
1
5
Un
i
f
o
r
m
L
o
a
d
s
(
p
l
f
)
Ve
r
t
:
2
-
1
7
=
-
8
4
,
2
-
6
=
-
8
4
,
6
-
2
1
=
-
8
4
,
1
-
7
=
-
2
0
Co
n
c
e
n
t
r
a
t
e
d
L
o
a
d
s
(
l
b
)
Ve
r
t
:
2
=
-
3
4
5
(
F
)
5
=
-
9
6
8
(
F
)
2
3
=
-
3
4
5
(
F
)
2
4
=
-
3
2
4
9
(
F
)
2
5
=
-
9
6
8
(
F
)
2
6
=
-
9
6
8
(
F
)
2
7
=
-
9
6
8
(
F
)
2
8
=
-
9
6
8
(
F
)
2
9
=
-
9
6
8
(
F
)
3
0
=
-
9
6
8
(
F
)
3
1
=
-
9
9
2
Jo
b
A
Tr
u
s
s
T1
Tr
u
s
s
T
y
p
e
Co
m
m
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Qt
y
7
Ply
1
Jo
b
R
e
f
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c
e
(
o
p
t
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a
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)
Ru
n
:
8
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2
2
0
s
J
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n
1
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P
r
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:
8
.
2
2
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s
J
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1
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2
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1
8
M
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I
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,
I
n
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M
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2
5
1
4
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4
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3
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1
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1
Vil
l
a
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ID
:
v
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w
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p
4
v
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m
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k
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f
n
8
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p
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4
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Q
v
x
k
L
5
y
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h
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4
k
v
s
6
z
2
i
n
d
Scale = 1:120.2
T1
T2
B1
W3
W4
W5
W6
W1
W2
W8
W7
B2
10
5
2
#
/
-
6
5
#
11
9
7
#
/
-
6
8
#
1
2
3
4
5
6
11
10
9
8
7
12
1
3
1
4
4x
4
2x
4
3x
6
3x
4
3x
4
4x
8
3x
8
4x
4
6x
1
0
M
T
1
8
H
S
3x
4
5-
1
-
8
5-
1
-
8
10
-
0
-
8
4-1
1
-
0
20
-
6
-
8
10
-
6
-
0
5-
1
-
8
5-
1
-
8
10
-
0
-
8
4-1
1
-
0
15
-
2
-
4
5-1
-
1
2
20
-
6
-
8
5-
4
-
4
22
-
0
-
8
1-6
-
0
2
-
0
-
8
1
4
-
7
-
2
1
5
-
5
-
1
0
1
-
5
-
1
0
15
.
0
0
1
2
Pl
a
t
e
O
f
f
s
e
t
s
(
X
,
Y
)
-
-
[
1
:
0
-
2
-
0
,
0
-
1
-
0
]
,
[
2
:
0
-
1
-
8
,
0
-
1
-
8
]
,
[
4
:
0
-
3
-
4
,
0
-
1
-
8
]
,
[
5
:
0
-
3
-
5
,
0
-
0
-
0
]
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
I
N
G
-
Pl
a
t
e
G
r
i
p
D
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L
Lu
m
b
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p
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Co
d
e
2-
0
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0
1.
1
5
1.
1
5
YE
S
MN
S
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2
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1
5
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T
P
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2
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7
CS
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.
TC BC WB Ma
t
r
i
x
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M
S
0.
6
5
0.
9
3
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5
6
DE
F
L
.
Ve
r
t
(
L
L
)
Ve
r
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(
T
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)
Ho
r
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(
T
L
)
in
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.
4
6
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9
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0
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(l
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8
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8
7
l/
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f
l
>5
2
9
>2
6
1
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 MT18HS Weight: 115 lb FT = 20%GRIP 197/144 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
BO
T
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
WE
B
S
2
x
3
S
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F
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o
.
2
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x
c
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p
t
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:
2
x
4
S
P
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N
o
.
2
,
W
1
,
W
2
:
2
x
3
S
P
F
S
t
u
d
BR
A
C
I
N
G
-
TO
P
C
H
O
R
D
S
t
r
u
c
t
u
r
a
l
w
o
o
d
s
h
e
a
t
h
i
n
g
d
i
r
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c
t
l
y
a
p
p
l
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d
o
r
5
-
4
-
3
o
c
p
u
r
l
i
n
s
,
e
x
c
e
p
t
e
n
d
v
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r
t
i
c
a
l
s
.
BO
T
C
H
O
R
D
R
i
g
i
d
c
e
i
l
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
2
-
2
-
0
o
c
b
r
a
c
i
n
g
.
WE
B
S
1
R
o
w
a
t
m
i
d
p
t
2
-
8
,
3
-
8
,
4
-
8
,
4
-
7
MiT
e
k
r
e
c
o
m
m
e
n
d
s
t
h
a
t
S
t
a
b
i
l
i
z
e
r
s
a
n
d
r
e
q
u
i
r
e
d
c
r
o
s
s
b
r
a
c
i
n
g
b
e
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s
t
a
l
l
e
d
d
u
r
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n
g
tr
u
s
s
e
r
e
c
t
i
o
n
,
i
n
a
c
c
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a
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c
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w
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t
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S
t
a
b
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e
r
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n
s
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a
l
l
a
t
i
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n
g
u
i
d
e
.
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
)
1
1
=
1
0
5
2
/
M
e
c
h
a
n
i
c
a
l
,
7
=
1
1
9
7
/
0
-
5
-
8
(
m
i
n
.
0
-
1
-
1
4
)
Ma
x
H
o
r
z
1
1
=
-
3
3
3
(
L
C
4
)
Ma
x
U
p
l
i
f
t
1
1
=
-
6
5
(
L
C
9
)
,
7
=
-
6
8
(
L
C
8
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
C
o
m
p
.
/
M
a
x
.
T
e
n
.
-
A
l
l
f
o
r
c
e
s
2
5
0
(
l
b
)
o
r
l
e
s
s
e
x
c
e
p
t
w
h
e
n
s
h
o
w
n
.
TO
P
C
H
O
R
D
1
-
2
=
-
9
7
2
/
1
1
9
,
2
-
3
=
-
8
0
8
/
2
1
7
,
3
-
4
=
-
8
2
0
/
2
1
3
,
4
-
5
=
-
5
1
8
/
1
9
1
,
1
-
1
1
=
-
9
9
8
/
9
4
,
5
-
7
=
-
6
0
7
/
2
1
3
BO
T
C
H
O
R
D
1
0
-
1
1
=
-
3
0
1
/
3
4
0
,
9
-
1
0
=
-
3
0
1
/
3
4
0
,
9
-
1
2
=
-
1
2
0
/
6
6
8
,
8
-
1
2
=
-
1
2
0
/
6
6
8
,
8
-
1
3
=
0
/
5
7
6
,
1
3
-
1
4
=
0
/
5
7
6
,
7
-
1
4
=
0
/
5
7
6
WE
B
S
2
-
8
=
-
3
0
3
/
2
5
6
,
3
-
8
=
-
2
0
9
/
6
9
4
,
4
-
8
=
-
2
9
6
/
2
7
7
,
1
-
9
=
-
4
/
5
3
7
,
4
-
7
=
-
7
1
4
/
8
4
NO
T
E
S
-
1)
U
n
b
a
l
a
n
c
e
d
r
o
o
f
l
i
v
e
l
o
a
d
s
h
a
v
e
b
e
e
n
c
o
n
s
i
d
e
r
e
d
f
o
r
t
h
i
s
d
e
s
i
g
n
.
2)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
e
v
e
r
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
e
n
d
v
e
r
t
i
c
a
l
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
L
u
m
b
e
r
D
O
L
=
1
.
6
0
p
l
a
t
e
g
r
i
p
D
O
L
=
1
.
6
0
3)
A
l
l
p
l
a
t
e
s
a
r
e
M
T
2
0
p
l
a
t
e
s
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
i
n
d
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c
a
t
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d
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4)
T
h
i
s
t
r
u
s
s
h
a
s
b
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n
d
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s
i
g
n
e
d
f
o
r
a
1
0
.
0
p
s
f
b
o
t
t
o
m
c
h
o
r
d
l
i
v
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l
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a
d
n
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n
c
o
n
c
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r
r
e
n
t
w
i
t
h
a
n
y
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t
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r
l
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v
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l
o
a
d
s
.
5)
*
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
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d
f
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r
a
l
i
v
e
l
o
a
d
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f
2
0
.
0
p
s
f
o
n
t
h
e
b
o
t
t
o
m
c
h
o
r
d
i
n
a
l
l
a
r
e
a
s
w
h
e
r
e
a
r
e
c
t
a
n
g
l
e
3
-
6
-
0
t
a
l
l
b
y
2
-
0
-
0
w
i
d
e
w
i
l
l
f
i
t
b
e
t
w
e
e
n
t
h
e
b
o
t
t
o
m
c
h
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d
a
n
d
a
n
y
o
t
h
e
r
me
m
b
e
r
s
,
w
i
t
h
B
C
D
L
=
1
0
.
0
p
s
f
.
6)
R
e
f
e
r
t
o
g
i
r
d
e
r
(
s
)
f
o
r
t
r
u
s
s
t
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r
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s
s
c
o
n
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e
c
t
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o
n
s
.
7)
P
r
o
v
i
d
e
m
e
c
h
a
n
i
c
a
l
c
o
n
n
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c
t
i
o
n
(
b
y
o
t
h
e
r
s
)
o
f
t
r
u
s
s
t
o
b
e
a
r
i
n
g
p
l
a
t
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c
a
p
a
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w
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6
5
l
b
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p
l
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f
t
a
t
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t
1
1
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n
d
6
8
l
b
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p
l
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f
t
a
t
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o
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t
7
.
LO
A
D
C
A
S
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(
S
)
S
t
a
n
d
a
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Jo
b
A
Tr
u
s
s
T2
Tr
u
s
s
T
y
p
e
Co
m
m
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n
Qt
y
1
Ply
1
Jo
b
R
e
f
e
r
e
n
c
e
(
o
p
t
i
o
n
a
l
)
Ru
n
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
P
r
i
n
t
:
8
.
2
2
0
s
J
u
n
1
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2
0
1
8
M
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T
e
k
I
n
d
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s
t
r
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s
,
I
n
c
.
M
o
n
J
u
n
2
5
1
4
:
4
8
:
3
9
2
0
1
8
P
a
g
e
1
Vil
l
a
u
m
e
I
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d
u
s
t
r
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e
s
,
S
t
P
a
u
l
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M
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ID
:
v
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w
C
m
L
m
p
4
v
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t
?
m
?
k
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f
n
8
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7
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4
4
t
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a
p
L
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7
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H
A
x
Q
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9
5
n
v
y
i
E
z
4
f
8
h
I
g
?
i
8
k
k
T
T
P
Y
z
2
i
n
c
Scale = 1:120.2
T1
T2
B1
W3
W4
W5
W6
W1
W8
W7
B2
W2
10
6
9
#
/
-
6
3
#
12
1
5
#
/
-
6
9
#
1
2
3
4
5
6
11
10
9
8
7
12
1
3
1
4
3x
6
4x
4
3x
4
3x
6
3x
4
3x
4
4x
8
3x
8
6x
1
0
M
T
1
8
H
S
3x
4
0-
2
-
7
0-
2
-
7
5-
4
-
4
5-1
-
1
3
10
-
6
-
0
5-1
-
1
2
21
-
0
-
0
10
-
6
-
0
5-
4
-
4
5-
4
-
4
10
-
6
-
0
5-1
-
1
2
15
-
7
-
1
2
5-1
-
1
2
21
-
0
-
0
5-
4
-
4
22
-
6
-
0
1-
6
-
0
1
-
5
-
1
0
1
4
-
7
-
2
1
5
-
5
-
1
0
1
-
5
-
1
0
15
.
0
0
1
2
Pl
a
t
e
O
f
f
s
e
t
s
(
X
,
Y
)
-
-
[
1
:
0
-
1
-
8
,
0
-
1
-
8
]
,
[
2
:
0
-
1
-
8
,
0
-
1
-
8
]
,
[
4
:
0
-
3
-
4
,
0
-
1
-
8
]
,
[
5
:
0
-
3
-
1
,
0
-
0
-
0
]
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
I
N
G
-
Pl
a
t
e
G
r
i
p
D
O
L
Lu
m
b
e
r
D
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L
Re
p
S
t
r
e
s
s
I
n
c
r
Co
d
e
2-
0
-
0
1.
1
5
1.
1
5
YE
S
MN
S
R
C
2
0
1
5
/
T
P
I
2
0
0
7
CS
I
.
TC BC WB Ma
t
r
i
x
-
M
S
0.
6
5
0.
9
4
0.
5
8
DE
F
L
.
Ve
r
t
(
L
L
)
Ve
r
t
(
T
L
)
Ho
r
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(
T
L
)
in
-0
.
4
6
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.
9
4
0.
0
2
(l
o
c
)
7-
8
7-
8
7
l/
d
e
f
l
>5
3
4
>2
6
5
n/
a
L/
d
24
0
18
0
n/
a
PLATES MT20 MT18HS Weight: 117 lb FT = 20%GRIP 197/144 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
BO
T
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
WE
B
S
2
x
3
S
P
F
N
o
.
2
*
E
x
c
e
p
t
*
W5
:
2
x
4
S
P
F
N
o
.
2
,
W
1
:
2
x
6
S
P
F
1
6
5
0
F
1
.
5
E
,
W
2
:
2
x
3
S
P
F
S
t
u
d
BR
A
C
I
N
G
-
TO
P
C
H
O
R
D
S
t
r
u
c
t
u
r
a
l
w
o
o
d
s
h
e
a
t
h
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
5
-
3
-
2
o
c
p
u
r
l
i
n
s
,
e
x
c
e
p
t
e
n
d
v
e
r
t
i
c
a
l
s
.
BO
T
C
H
O
R
D
R
i
g
i
d
c
e
i
l
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
2
-
2
-
0
o
c
b
r
a
c
i
n
g
.
WE
B
S
1
R
o
w
a
t
m
i
d
p
t
2
-
8
,
3
-
8
,
4
-
8
,
4
-
7
MiT
e
k
r
e
c
o
m
m
e
n
d
s
t
h
a
t
S
t
a
b
i
l
i
z
e
r
s
a
n
d
r
e
q
u
i
r
e
d
c
r
o
s
s
b
r
a
c
i
n
g
b
e
i
n
s
t
a
l
l
e
d
d
u
r
i
n
g
tr
u
s
s
e
r
e
c
t
i
o
n
,
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
S
t
a
b
i
l
i
z
e
r
I
n
s
t
a
l
l
a
t
i
o
n
g
u
i
d
e
.
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
)
1
1
=
1
0
6
9
/
0
-
3
-
0
(
m
i
n
.
0
-
1
-
1
1
)
,
7
=
1
2
1
5
/
0
-
5
-
8
(
m
i
n
.
0
-
1
-
1
4
)
Ma
x
H
o
r
z
1
1
=
-
3
2
9
(
L
C
4
)
Ma
x
U
p
l
i
f
t
1
1
=
-
6
3
(
L
C
9
)
,
7
=
-
6
9
(
L
C
8
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
C
o
m
p
.
/
M
a
x
.
T
e
n
.
-
A
l
l
f
o
r
c
e
s
2
5
0
(
l
b
)
o
r
l
e
s
s
e
x
c
e
p
t
w
h
e
n
s
h
o
w
n
.
TO
P
C
H
O
R
D
1
-
2
=
-
1
0
4
2
/
1
1
9
,
2
-
3
=
-
8
3
6
/
2
1
5
,
3
-
4
=
-
8
3
6
/
2
1
4
,
4
-
5
=
-
5
2
0
/
1
9
1
,
1
-
1
1
=
-
1
0
1
2
/
9
5
,
5
-
7
=
-
6
0
9
/
2
1
3
BO
T
C
H
O
R
D
1
0
-
1
1
=
-
2
8
6
/
3
6
9
,
9
-
1
0
=
-
2
8
6
/
3
6
9
,
9
-
1
2
=
-
1
1
8
/
7
0
5
,
8
-
1
2
=
-
1
1
8
/
7
0
5
,
8
-
1
3
=
0
/
5
8
6
,
1
3
-
1
4
=
0
/
5
8
6
,
7
-
1
4
=
0
/
5
8
6
WE
B
S
2
-
8
=
-
3
3
4
/
2
5
6
,
3
-
8
=
-
2
0
2
/
7
0
9
,
4
-
8
=
-
2
9
4
/
2
7
6
,
4
-
7
=
-
7
3
2
/
8
0
,
1
-
9
=
-
1
0
/
5
1
8
NO
T
E
S
-
1)
U
n
b
a
l
a
n
c
e
d
r
o
o
f
l
i
v
e
l
o
a
d
s
h
a
v
e
b
e
e
n
c
o
n
s
i
d
e
r
e
d
f
o
r
t
h
i
s
d
e
s
i
g
n
.
2)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
e
v
e
r
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
e
n
d
v
e
r
t
i
c
a
l
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
L
u
m
b
e
r
D
O
L
=
1
.
6
0
p
l
a
t
e
g
r
i
p
D
O
L
=
1
.
6
0
3)
A
l
l
p
l
a
t
e
s
a
r
e
M
T
2
0
p
l
a
t
e
s
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
i
n
d
i
c
a
t
e
d
.
4)
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
o
r
a
1
0
.
0
p
s
f
b
o
t
t
o
m
c
h
o
r
d
l
i
v
e
l
o
a
d
n
o
n
c
o
n
c
u
r
r
e
n
t
w
i
t
h
a
n
y
o
t
h
e
r
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16, 36=270, 21=254.
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Scale = 1:29.4
T1
T2
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1)
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1
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c
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A
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l
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d
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l
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p
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p
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,
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d
a
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(
F
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B
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p
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c
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b
a
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a
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i
n
d
:
A
S
C
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7
-
1
0
;
V
u
l
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=
1
1
5
m
p
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(
3
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s
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c
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n
d
g
u
s
t
)
V
(
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C
2
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1
2
)
=
9
1
m
p
h
;
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C
D
L
=
4
.
2
p
s
f
;
B
C
D
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=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
e
v
e
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l
e
f
t
a
n
d
r
i
g
h
t
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x
p
o
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d
;
e
n
d
v
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t
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c
a
l
l
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f
t
a
n
d
r
i
g
h
t
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x
p
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d
;
L
u
m
b
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D
O
L
=
1
.
6
0
p
l
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r
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=
1
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6
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5)
P
r
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v
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a
d
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q
u
a
t
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d
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n
a
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t
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d
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6)
A
l
l
p
l
a
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T
2
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s
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Pl
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Jo
b
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S
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M
N
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:
v
H
w
C
m
L
m
p
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v
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m
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4
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a
n
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b
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s
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1
0
0
l
b
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l
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f
t
a
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j
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n
t
(
s
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e
x
c
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t
(
j
t
=
l
b
)
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=
3
7
4
,
1
1
=
3
0
6
.
11
)
G
r
a
p
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i
c
a
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l
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p
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a
l
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g
t
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t
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p
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d
/
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c
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.
12
)
H
a
n
g
e
r
(
s
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o
r
o
t
h
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c
o
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n
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c
t
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d
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v
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(
s
)
s
h
a
l
l
b
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p
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v
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d
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d
s
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f
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t
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p
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d
l
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d
(
s
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2
8
0
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l
b
d
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n
a
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b
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T
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c
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d
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v
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re
s
p
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s
i
b
i
l
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f
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s
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LO
A
D
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A
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(
S
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S
t
a
n
d
a
r
d
1)
D
e
a
d
+
R
o
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f
L
i
v
e
(
b
a
l
a
n
c
e
d
)
:
L
u
m
b
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r
I
n
c
r
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a
s
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=
1
.
1
5
,
P
l
a
t
e
I
n
c
r
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a
s
e
=
1
.
1
5
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f
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m
L
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(
p
l
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Ve
r
t
:
1
-
2
=
-
8
4
,
2
-
3
=
-
8
4
,
3
-
6
=
-
2
8
4
,
7
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1
1
=
-
2
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Co
n
c
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n
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d
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(
l
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0
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Ply
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8
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2
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:
8
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2
2
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s
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1
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,
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n
c
.
M
o
n
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2
5
1
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:
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4
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l
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d
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s
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r
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,
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t
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M
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:
v
H
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C
m
L
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p
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v
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m
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8
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4
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4
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7
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2
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n
Z
Scale = 1:92.4
T1
W4
B1
W3
W1
W2
53
2
#
/
-
3
0
1
#
48
1
#
/
0
#
1
2
3
5
4
6
7
2x
4
2x
4
3x
4
3x
4
3x
4
8-
6
-
0
8-
6
-
0
4-
3
-
0
4-
3
-
0
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6
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3
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15
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0
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1
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Pl
a
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s
(
X
,
Y
)
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[
2
:
0
-
1
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8
,
0
-
1
-
8
]
LO
A
D
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(p
s
f
)
TC
L
L
TC
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35
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0
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0
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10
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0
SP
A
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a
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1
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5
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F
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(l
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24
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PLATES MT20 Weight: 55 lb FT = 20%GRIP 197/144
LU
M
B
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R
-
TO
P
C
H
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2
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4
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d
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c
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.
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
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4
=
4
2
9
/
M
e
c
h
a
n
i
c
a
l
,
5
=
4
2
9
/
M
e
c
h
a
n
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c
a
l
Ma
x
H
o
r
z
5
=
2
9
3
(
L
C
8
)
Ma
x
U
p
l
i
f
t
4
=
-
3
0
1
(
L
C
8
)
Ma
x
G
r
a
v
4
=
5
3
2
(
L
C
1
5
)
,
5
=
4
8
1
(
L
C
1
7
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
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m
p
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/
M
a
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n
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l
l
f
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s
2
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(
l
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l
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x
c
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p
t
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h
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n
s
h
o
w
n
.
WE
B
S
2
-
4
=
-
2
9
6
/
2
8
3
,
2
-
5
=
-
3
3
8
/
1
1
0
NO
T
E
S
-
1)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
e
v
e
r
l
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f
t
a
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d
r
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g
h
t
e
x
p
o
s
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d
;
e
n
d
v
e
r
t
i
c
a
l
l
e
f
t
e
x
p
o
s
e
d
;
L
u
m
b
e
r
D
O
L
=
1
.
6
0
p
l
a
t
e
g
r
i
p
D
O
L
=
1
.
6
0
2)
T
h
i
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v
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Scale = 1:92.0
W1
T1
W2
B1
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6
ST
5
ST
4
ST
3
ST
2
ST
1
1
2
3
4
5
6
7
8
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1
4
1
3
1
2
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1
1
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Pl
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2
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0
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2
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0
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1
-
0
]
,
[
8
:
0
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0
-
7
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-
8
]
,
[
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d
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1
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0
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]
LO
A
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(p
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PLATES MT20 Weight: 71 lb FT = 20%GRIP 197/144
LU
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(lb
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(
L
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7
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0
0
(
L
C
7
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1
2
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L
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7
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(
L
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(
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1
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1
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1
3
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7
1
9
(
L
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(
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(l
b
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a
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l
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1
5
=
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2
9
4
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3
8
5
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2
-
3
=
-
5
7
9
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4
0
7
,
3
-
4
=
-
2
7
3
/
1
8
4
,
4
-
5
=
-
2
8
3
/
1
9
0
,
5
-
6
=
-
2
6
3
/
1
8
2
WE
B
S
3
-
1
4
=
-
3
1
3
/
3
8
1
,
2
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1
5
=
-
9
2
2
/
6
5
1
NO
T
E
S
-
1)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
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(
e
n
v
e
l
o
p
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)
g
a
b
l
e
e
n
d
z
o
n
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;
ca
n
t
i
l
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r
l
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f
t
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d
r
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g
h
t
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x
p
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d
;
e
n
d
v
e
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t
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c
a
l
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
L
u
m
b
e
r
D
O
L
=
1
.
6
0
p
l
a
t
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g
r
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p
D
O
L
=
1
.
6
0
2)
T
r
u
s
s
d
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s
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g
n
e
d
f
o
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w
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d
l
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p
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r
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.
F
o
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s
t
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d
s
e
x
p
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d
t
o
w
i
n
d
(
n
o
r
m
a
l
t
o
t
h
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f
a
c
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)
,
s
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t
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d
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b
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/
T
P
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1
.
3)
A
l
l
p
l
a
t
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s
a
r
e
2
x
3
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T
2
0
u
n
l
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s
s
o
t
h
e
r
w
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s
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n
d
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c
a
t
e
d
.
4)
G
a
b
l
e
r
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q
u
i
r
e
s
c
o
n
t
i
n
u
o
u
s
b
o
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t
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m
c
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r
d
b
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a
r
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n
g
.
5)
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r
u
s
s
t
o
b
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f
u
l
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s
h
e
a
t
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d
f
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m
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c
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c
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l
y
b
r
a
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d
a
g
a
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m
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n
t
(
i
.
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.
d
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a
g
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n
a
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)
.
6)
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a
b
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s
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p
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1
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0
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c
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h
i
s
t
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s
h
a
s
b
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d
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g
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d
f
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1
0
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0
p
s
f
b
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t
t
o
m
c
h
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d
l
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v
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d
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c
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w
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v
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.
8)
*
T
h
i
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t
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a
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b
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b
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c
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3
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6
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2
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j
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l
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Scale = 1:50.7
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2
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0
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7
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w
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c
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2
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Scale = 1:36.6
T1
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1
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1
1
2
3
4
3x
4
4x
4
3x
4
2x
3
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0
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3
0-
0
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3
5-5
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1
1
5-
5
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9
99
9
n/
a
PLATES MT20 Weight: 19 lb FT = 20%GRIP 197/144
LU
M
B
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R
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C
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x
4
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.
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A
C
T
I
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.
(l
b
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s
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8
6
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m
i
n
.
0
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1
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8
)
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6
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5
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5
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m
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n
.
0
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1
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8
)
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4
=
1
4
1
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5
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5
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6
(
m
i
n
.
0
-
1
-
8
)
Ma
x
H
o
r
z
1
=
-
8
0
(
L
C
4
)
Ma
x
U
p
l
i
f
t
1
=
-
3
5
(
L
C
9
)
,
3
=
-
3
1
(
L
C
8
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
C
o
m
p
.
/
M
a
x
.
T
e
n
.
-
A
l
l
f
o
r
c
e
s
2
5
0
(
l
b
)
o
r
l
e
s
s
e
x
c
e
p
t
w
h
e
n
s
h
o
w
n
.
NO
T
E
S
-
1)
U
n
b
a
l
a
n
c
e
d
r
o
o
f
l
i
v
e
l
o
a
d
s
h
a
v
e
b
e
e
n
c
o
n
s
i
d
e
r
e
d
f
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r
t
h
i
s
d
e
s
i
g
n
.
2)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
e
v
e
r
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
e
n
d
v
e
r
t
i
c
a
l
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
L
u
m
b
e
r
D
O
L
=
1
.
6
0
p
l
a
t
e
g
r
i
p
D
O
L
=
1
.
6
0
3)
G
a
b
l
e
r
e
q
u
i
r
e
s
c
o
n
t
i
n
u
o
u
s
b
o
t
t
o
m
c
h
o
r
d
b
e
a
r
i
n
g
.
4)
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
o
r
a
1
0
.
0
p
s
f
b
o
t
t
o
m
c
h
o
r
d
l
i
v
e
l
o
a
d
n
o
n
c
o
n
c
u
r
r
e
n
t
w
i
t
h
a
n
y
o
t
h
e
r
l
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v
e
l
o
a
d
s
.
5)
*
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
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d
f
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a
l
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v
e
l
o
a
d
o
f
2
0
.
0
p
s
f
o
n
t
h
e
b
o
t
t
o
m
c
h
o
r
d
i
n
a
l
l
a
r
e
a
s
w
h
e
r
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a
r
e
c
t
a
n
g
l
e
3
-
6
-
0
t
a
l
l
b
y
2
-
0
-
0
w
i
d
e
w
i
l
l
f
i
t
b
e
t
w
e
e
n
t
h
e
b
o
t
t
o
m
c
h
o
r
d
a
n
d
a
n
y
o
t
h
e
r
me
m
b
e
r
s
.
6)
P
r
o
v
i
d
e
m
e
c
h
a
n
i
c
a
l
c
o
n
n
e
c
t
i
o
n
(
b
y
o
t
h
e
r
s
)
o
f
t
r
u
s
s
t
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b
e
a
r
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n
g
p
l
a
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c
a
p
a
b
l
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o
f
w
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t
h
s
t
a
n
d
i
n
g
1
0
0
l
b
u
p
l
i
f
t
a
t
j
o
i
n
t
(
s
)
1
,
3
.
LO
A
D
C
A
S
E
(
S
)
S
t
a
n
d
a
r
d
Jo
b
A
Tr
u
s
s
V3
Tr
u
s
s
T
y
p
e
Va
l
l
e
y
Qt
y
1
Ply
1
Jo
b
R
e
f
e
r
e
n
c
e
(
o
p
t
i
o
n
a
l
)
Ru
n
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
P
r
i
n
t
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
M
i
T
e
k
I
n
d
u
s
t
r
i
e
s
,
I
n
c
.
M
o
n
J
u
n
2
5
1
4
:
4
8
:
4
6
2
0
1
8
P
a
g
e
1
Vil
l
a
u
m
e
I
n
d
u
s
t
r
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e
s
,
S
t
P
a
u
l
,
M
N
ID
:
v
H
w
C
m
L
m
p
4
v
x
t
?
m
?
k
X
f
n
8
O
7
z
4
4
t
E
-
s
A
G
9
w
W
L
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e
K
p
Q
r
I
0
V
0
l
X
b
U
j
m
Q
R
y
I
I
p
J
D
A
L
K
g
K
9
e
z
2
i
n
V
Scale = 1:18.2
T1
T
1
B1ST
1
10
2
#
/
-
1
9
#
1
0
2
#
/
-
1
7
#
77
#
/
0
#
1
2
3
4
3x
4
4x
4
3x
4
2x
3
0-
0
-
3
0-
0
-
3
3-
3
-
0
3-
2
-
1
4
1-
7
-
8
1-
7
-
8
3-
3
-
0
1-
7
-
8
0
-
0
-
4
2
-
5
-
4
0
-
0
-
4
18
.
0
0
1
2
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
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L
L
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D
L
35
.
0
7.
0
0.
0
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10
.
0
SP
A
C
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N
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-
Pl
a
t
e
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r
i
p
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L
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m
b
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p
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s
s
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r
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d
e
2-
0
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0
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1
5
1.
1
5
YE
S
MN
S
R
C
2
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1
5
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T
P
I
2
0
0
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CS
I
.
TC BC WB Ma
t
r
i
x
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P
0.
0
4
0.
0
2
0.
0
1
DE
F
L
.
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r
t
(
L
L
)
Ve
r
t
(
T
L
)
Ho
r
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(
T
L
)
in
n/
a
n/
a
0.
0
0
(l
o
c
)
-
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3
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d
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f
l
n/
a
n/
a
n/
a
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9
99
9
n/
a
PLATES MT20 Weight: 11 lb FT = 20%GRIP 197/144
LU
M
B
E
R
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TO
P
C
H
O
R
D
2
x
4
S
P
F
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o
.
2
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T
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x
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t
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l
w
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d
s
h
e
a
t
h
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
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e
d
o
r
3
-
3
-
0
o
c
p
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r
l
i
n
s
.
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T
C
H
O
R
D
R
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g
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d
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l
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d
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t
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d
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1
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c
b
r
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c
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.
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o
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m
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n
d
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t
h
a
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t
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b
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d
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q
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d
c
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b
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c
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b
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a
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d
d
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n
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tr
u
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c
t
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n
a
c
c
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d
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n
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e
w
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b
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s
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a
l
l
a
t
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n
g
u
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d
e
.
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
)
1
=
1
0
2
/
3
-
2
-
1
1
(
m
i
n
.
0
-
1
-
8
)
,
3
=
1
0
2
/
3
-
2
-
1
1
(
m
i
n
.
0
-
1
-
8
)
,
4
=
7
7
/
3
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2
-
1
1
(
m
i
n
.
0
-
1
-
8
)
Ma
x
H
o
r
z
1
=
-
4
4
(
L
C
4
)
Ma
x
U
p
l
i
f
t
1
=
-
1
9
(
L
C
9
)
,
3
=
-
1
7
(
L
C
8
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
C
o
m
p
.
/
M
a
x
.
T
e
n
.
-
A
l
l
f
o
r
c
e
s
2
5
0
(
l
b
)
o
r
l
e
s
s
e
x
c
e
p
t
w
h
e
n
s
h
o
w
n
.
NO
T
E
S
-
1)
U
n
b
a
l
a
n
c
e
d
r
o
o
f
l
i
v
e
l
o
a
d
s
h
a
v
e
b
e
e
n
c
o
n
s
i
d
e
r
e
d
f
o
r
t
h
i
s
d
e
s
i
g
n
.
2)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
e
v
e
r
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
e
n
d
v
e
r
t
i
c
a
l
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
L
u
m
b
e
r
D
O
L
=
1
.
6
0
p
l
a
t
e
g
r
i
p
D
O
L
=
1
.
6
0
3)
G
a
b
l
e
r
e
q
u
i
r
e
s
c
o
n
t
i
n
u
o
u
s
b
o
t
t
o
m
c
h
o
r
d
b
e
a
r
i
n
g
.
4)
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
o
r
a
1
0
.
0
p
s
f
b
o
t
t
o
m
c
h
o
r
d
l
i
v
e
l
o
a
d
n
o
n
c
o
n
c
u
r
r
e
n
t
w
i
t
h
a
n
y
o
t
h
e
r
l
i
v
e
l
o
a
d
s
.
5)
*
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
o
r
a
l
i
v
e
l
o
a
d
o
f
2
0
.
0
p
s
f
o
n
t
h
e
b
o
t
t
o
m
c
h
o
r
d
i
n
a
l
l
a
r
e
a
s
w
h
e
r
e
a
r
e
c
t
a
n
g
l
e
3
-
6
-
0
t
a
l
l
b
y
2
-
0
-
0
w
i
d
e
w
i
l
l
f
i
t
b
e
t
w
e
e
n
t
h
e
b
o
t
t
o
m
c
h
o
r
d
a
n
d
a
n
y
o
t
h
e
r
me
m
b
e
r
s
.
6)
P
r
o
v
i
d
e
m
e
c
h
a
n
i
c
a
l
c
o
n
n
e
c
t
i
o
n
(
b
y
o
t
h
e
r
s
)
o
f
t
r
u
s
s
t
o
b
e
a
r
i
n
g
p
l
a
t
e
c
a
p
a
b
l
e
o
f
w
i
t
h
s
t
a
n
d
i
n
g
1
0
0
l
b
u
p
l
i
f
t
a
t
j
o
i
n
t
(
s
)
1
,
3
.
LO
A
D
C
A
S
E
(
S
)
S
t
a
n
d
a
r
d
Jo
b
A
Tr
u
s
s
V4
L
Tr
u
s
s
T
y
p
e
GA
B
L
E
Qt
y
1
Ply
1
Jo
b
R
e
f
e
r
e
n
c
e
(
o
p
t
i
o
n
a
l
)
Ru
n
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
P
r
i
n
t
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
M
i
T
e
k
I
n
d
u
s
t
r
i
e
s
,
I
n
c
.
M
o
n
J
u
n
2
5
1
4
:
4
8
:
4
7
2
0
1
8
P
a
g
e
1
Vil
l
a
u
m
e
I
n
d
u
s
t
r
i
e
s
,
S
t
P
a
u
l
,
M
N
ID
:
v
H
w
C
m
L
m
p
4
v
x
t
?
m
?
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e
s
s
e
x
c
e
p
t
w
h
e
n
s
h
o
w
n
.
WE
B
S
2
-
5
=
-
4
1
5
/
2
1
2
NO
T
E
S
-
1)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
e
v
e
r
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
e
n
d
v
e
r
t
i
c
a
l
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
L
u
m
b
e
r
D
O
L
=
1
.
6
0
p
l
a
t
e
g
r
i
p
D
O
L
=
1
.
6
0
2)
G
a
b
l
e
r
e
q
u
i
r
e
s
c
o
n
t
i
n
u
o
u
s
b
o
t
t
o
m
c
h
o
r
d
b
e
a
r
i
n
g
.
3)
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
o
r
a
1
0
.
0
p
s
f
b
o
t
t
o
m
c
h
o
r
d
l
i
v
e
l
o
a
d
n
o
n
c
o
n
c
u
r
r
e
n
t
w
i
t
h
a
n
y
o
t
h
e
r
l
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v
e
l
o
a
d
s
.
4)
*
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
o
r
a
l
i
v
e
l
o
a
d
o
f
2
0
.
0
p
s
f
o
n
t
h
e
b
o
t
t
o
m
c
h
o
r
d
i
n
a
l
l
a
r
e
a
s
w
h
e
r
e
a
r
e
c
t
a
n
g
l
e
3
-
6
-
0
t
a
l
l
b
y
2
-
0
-
0
w
i
d
e
w
i
l
l
f
i
t
b
e
t
w
e
e
n
t
h
e
b
o
t
t
o
m
c
h
o
r
d
a
n
d
a
n
y
o
t
h
e
r
me
m
b
e
r
s
,
w
i
t
h
B
C
D
L
=
1
0
.
0
p
s
f
.
5)
P
r
o
v
i
d
e
m
e
c
h
a
n
i
c
a
l
c
o
n
n
e
c
t
i
o
n
(
b
y
o
t
h
e
r
s
)
o
f
t
r
u
s
s
t
o
b
e
a
r
i
n
g
p
l
a
t
e
c
a
p
a
b
l
e
o
f
w
i
t
h
s
t
a
n
d
i
n
g
1
0
0
l
b
u
p
l
i
f
t
a
t
j
o
i
n
t
(
s
)
1
,
4
e
x
c
e
p
t
(
j
t
=
l
b
)
5
=
1
5
2
.
LO
A
D
C
A
S
E
(
S
)
S
t
a
n
d
a
r
d
Jo
b
A
Tr
u
s
s
V6
L
Tr
u
s
s
T
y
p
e
Va
l
l
e
y
Qt
y
1
Ply
1
Jo
b
R
e
f
e
r
e
n
c
e
(
o
p
t
i
o
n
a
l
)
Ru
n
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
P
r
i
n
t
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
M
i
T
e
k
I
n
d
u
s
t
r
i
e
s
,
I
n
c
.
M
o
n
J
u
n
2
5
1
4
:
4
8
:
4
9
2
0
1
8
P
a
g
e
1
Vil
l
a
u
m
e
I
n
d
u
s
t
r
i
e
s
,
S
t
P
a
u
l
,
M
N
ID
:
v
H
w
C
m
L
m
p
4
v
x
t
?
m
?
k
X
f
n
8
O
7
z
4
4
t
E
-
H
l
y
I
Y
Y
N
H
w
F
C
?
i
m
l
4
h
t
5
I
6
L
O
r
T
A
H
G
0
g
A
c
1
I
u
?
l
z
z
2
i
n
S
Scale = 1:27.7
T1
W1
B1
1
2 3
3x
4
2x
4
2x
4
4-
1
0
-
0
4-
1
0
-
0
0
-
0
-
4
4
-
0
-
6
10
.
0
0
1
2
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
I
N
G
-
Pl
a
t
e
G
r
i
p
D
O
L
Lu
m
b
e
r
D
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L
Re
p
S
t
r
e
s
s
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n
c
r
Co
d
e
2-
0
-
0
1.
1
5
1.
1
5
YE
S
MN
S
R
C
2
0
1
5
/
T
P
I
2
0
0
7
CS
I
.
TC BC WB Ma
t
r
i
x
-
P
0.
4
4
0.
1
9
0.
0
0
DE
F
L
.
Ve
r
t
(
L
L
)
Ve
r
t
(
T
L
)
Ho
r
z
(
T
L
)
in
n/
a
n/
a
-0
.
0
0
(l
o
c
)
-
-
3
l/
d
e
f
l
n/
a
n/
a
n/
a
L/
d
99
9
99
9
n/
a
PLATES MT20 Weight: 15 lb FT = 20%GRIP 197/144
LU
M
B
E
R
-
TO
P
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
BO
T
C
H
O
R
D
2
x
4
S
P
F
N
o
.
2
WE
B
S
2
x
3
S
P
F
S
t
u
d
BR
A
C
I
N
G
-
TO
P
C
H
O
R
D
S
t
r
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c
t
u
r
a
l
w
o
o
d
s
h
e
a
t
h
i
n
g
d
i
r
e
c
t
l
y
a
p
p
l
i
e
d
o
r
4
-
1
0
-
0
o
c
p
u
r
l
i
n
s
,
e
x
c
e
p
t
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n
d
v
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r
t
i
c
a
l
s
.
BO
T
C
H
O
R
D
R
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g
i
d
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l
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d
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c
t
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p
p
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d
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r
1
0
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0
-
0
o
c
b
r
a
c
i
n
g
.
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k
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o
m
m
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n
d
s
t
h
a
t
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t
a
b
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l
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a
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d
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q
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d
c
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b
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c
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b
e
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s
t
a
l
l
e
d
d
u
r
i
n
g
tr
u
s
s
e
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e
c
t
i
o
n
,
i
n
a
c
c
o
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d
a
n
c
e
w
i
t
h
S
t
a
b
i
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i
z
e
r
I
n
s
t
a
l
l
a
t
i
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n
g
u
i
d
e
.
RE
A
C
T
I
O
N
S
.
(l
b
/
s
i
z
e
)
1
=
2
2
5
/
4
-
9
-
1
2
(
m
i
n
.
0
-
1
-
8
)
,
3
=
2
2
5
/
4
-
9
-
1
2
(
m
i
n
.
0
-
1
-
8
)
Ma
x
H
o
r
z
1
=
1
0
6
(
L
C
5
)
Ma
x
U
p
l
i
f
t
3
=
-
4
5
(
L
C
8
)
Ma
x
G
r
a
v
1
=
2
2
5
(
L
C
1
)
,
3
=
2
2
5
(
L
C
1
5
)
FO
R
C
E
S
.
(l
b
)
-
M
a
x
.
C
o
m
p
.
/
M
a
x
.
T
e
n
.
-
A
l
l
f
o
r
c
e
s
2
5
0
(
l
b
)
o
r
l
e
s
s
e
x
c
e
p
t
w
h
e
n
s
h
o
w
n
.
NO
T
E
S
-
1)
W
i
n
d
:
A
S
C
E
7
-
1
0
;
V
u
l
t
=
1
1
5
m
p
h
(
3
-
s
e
c
o
n
d
g
u
s
t
)
V
(
I
R
C
2
0
1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
p
e
)
g
a
b
l
e
e
n
d
z
o
n
e
;
ca
n
t
i
l
e
v
e
r
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
e
n
d
v
e
r
t
i
c
a
l
l
e
f
t
a
n
d
r
i
g
h
t
e
x
p
o
s
e
d
;
L
u
m
b
e
r
D
O
L
=
1
.
6
0
p
l
a
t
e
g
r
i
p
D
O
L
=
1
.
6
0
2)
G
a
b
l
e
r
e
q
u
i
r
e
s
c
o
n
t
i
n
u
o
u
s
b
o
t
t
o
m
c
h
o
r
d
b
e
a
r
i
n
g
.
3)
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
o
r
a
1
0
.
0
p
s
f
b
o
t
t
o
m
c
h
o
r
d
l
i
v
e
l
o
a
d
n
o
n
c
o
n
c
u
r
r
e
n
t
w
i
t
h
a
n
y
o
t
h
e
r
l
i
v
e
l
o
a
d
s
.
4)
*
T
h
i
s
t
r
u
s
s
h
a
s
b
e
e
n
d
e
s
i
g
n
e
d
f
o
r
a
l
i
v
e
l
o
a
d
o
f
2
0
.
0
p
s
f
o
n
t
h
e
b
o
t
t
o
m
c
h
o
r
d
i
n
a
l
l
a
r
e
a
s
w
h
e
r
e
a
r
e
c
t
a
n
g
l
e
3
-
6
-
0
t
a
l
l
b
y
2
-
0
-
0
w
i
d
e
w
i
l
l
f
i
t
b
e
t
w
e
e
n
t
h
e
b
o
t
t
o
m
c
h
o
r
d
a
n
d
a
n
y
o
t
h
e
r
me
m
b
e
r
s
.
5)
P
r
o
v
i
d
e
m
e
c
h
a
n
i
c
a
l
c
o
n
n
e
c
t
i
o
n
(
b
y
o
t
h
e
r
s
)
o
f
t
r
u
s
s
t
o
b
e
a
r
i
n
g
p
l
a
t
e
c
a
p
a
b
l
e
o
f
w
i
t
h
s
t
a
n
d
i
n
g
1
0
0
l
b
u
p
l
i
f
t
a
t
j
o
i
n
t
(
s
)
3
.
LO
A
D
C
A
S
E
(
S
)
S
t
a
n
d
a
r
d
Jo
b
A
Tr
u
s
s
V7
Tr
u
s
s
T
y
p
e
Va
l
l
e
y
Qt
y
1
Ply
1
Jo
b
R
e
f
e
r
e
n
c
e
(
o
p
t
i
o
n
a
l
)
Ru
n
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
P
r
i
n
t
:
8
.
2
2
0
s
J
u
n
1
4
2
0
1
8
M
i
T
e
k
I
n
d
u
s
t
r
i
e
s
,
I
n
c
.
M
o
n
J
u
n
2
5
1
4
:
4
8
:
5
0
2
0
1
8
P
a
g
e
1
Vil
l
a
u
m
e
I
n
d
u
s
t
r
i
e
s
,
S
t
P
a
u
l
,
M
N
ID
:
v
H
w
C
m
L
m
p
4
v
x
t
?
m
?
k
X
f
n
8
O
7
z
4
4
t
E
-
l
x
V
g
m
t
O
v
h
Y
K
s
K
v
K
G
F
b
c
X
f
Z
w
3
h
a
e
Z
l
5
d
m
G
y
e
Y
I
P
z
2
i
n
R
Scale = 1:47.0
T1
T1
B1
ST
2
ST
1
ST
1
1
2
3
4
5
8
7
6
9
1
0
3x
4
4x
4
3x
4
2x
3
2x
3
2x
3
2x
3
2x
3
0-
0
-
5
0-
0
-
5
14
-
3
-
1
2
14
-
3
-
8
7-
1
-
1
4
7-
1
-
1
4
14
-
3
-
1
2
7-
1
-
1
4
0
-
0
-
4
5
-
1
1
-
9
0
-
0
-
4
10
.
0
0
1
2
LO
A
D
I
N
G
(p
s
f
)
TC
L
L
TC
D
L
BC
L
L
BC
D
L
35
.
0
7.
0
0.
0
*
10
.
0
SP
A
C
I
N
G
-
Pl
a
t
e
G
r
i
p
D
O
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m
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t
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9
99
9
n/
a
PLATES MT20 Weight: 44 lb FT = 20%GRIP 197/144
LU
M
B
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2
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4
S
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s
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1
3
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(
L
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6
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L
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9
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6
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L
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1
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8
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4
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1
7
1
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-
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n
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a
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i
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d
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S
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7
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2
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f
;
B
C
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=
6
.
0
p
s
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;
h
=
2
5
f
t
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a
t
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I
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x
p
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;
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n
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l
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e
n
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1
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b
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s
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LO
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(
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Scale = 1:29.4
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1
2
3
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4
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4
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3
0-
0
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5
0-
0
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5
8-
3
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1
2
8-
3
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t
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1
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0
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99
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PLATES MT20 Weight: 23 lb FT = 20%GRIP 197/144
LU
M
B
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R
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TO
P
C
H
O
R
D
2
x
4
S
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F
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g
d
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c
t
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p
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d
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6
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c
p
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n
s
.
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d
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b
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.
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A
C
T
I
O
N
S
.
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b
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s
i
z
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2
4
4
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-
3
(
m
i
n
.
0
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1
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8
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3
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2
4
4
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(
m
i
n
.
0
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1
-
8
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4
=
2
9
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3
(
m
i
n
.
0
-
1
-
8
)
Ma
x
H
o
r
z
1
=
6
1
(
L
C
5
)
Ma
x
U
p
l
i
f
t
1
=
-
2
9
(
L
C
8
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,
3
=
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3
6
(
L
C
9
)
FO
R
C
E
S
.
(l
b
)
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M
a
x
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m
p
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M
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T
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n
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c
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2
5
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l
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l
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t
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n
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NO
T
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-
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U
n
b
a
l
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c
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W
i
n
d
:
A
S
C
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7
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1
0
;
V
u
l
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=
1
1
5
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p
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(
3
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c
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d
g
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s
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V
(
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R
C
2
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1
2
)
=
9
1
m
p
h
;
T
C
D
L
=
4
.
2
p
s
f
;
B
C
D
L
=
6
.
0
p
s
f
;
h
=
2
5
f
t
;
C
a
t
.
I
I
;
E
x
p
B
;
E
n
c
l
o
s
e
d
;
M
W
F
R
S
(
e
n
v
e
l
o
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e
)
g
a
b
l
e
e
n
d
z
o
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;
ca
n
t
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l
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v
e
r
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f
t
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d
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h
t
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p
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d
;
e
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d
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Passive (No Fan)
Active (With fan and monitoring
device )
Location (or future location) of Fan:
Other Please Describe Here
Not applicable, all ducts located in conditioned space
Not required per mech. code
Passive
Powered
Interlocked with exhaust device.
Describe:
Input in
BTUS:
Capacity in
Gallons:
Other, describe:
AFUE or
HSPF%
Cfm's
" round duct OR
" metal duct
Not required per mech. code
Passive
Low: Other, describe:
Low:
Location of fan(s), describe: Cfm's
" round duct OR
" metal duct
Per R401.3 Certificate. A building certificate shall be posted on or in the electrical distribution
panel.
New Construction Energy Code Compliance Certificate
Name of Residential Contractor MN License Number
City Mailing Address of the Dwelling or Dwelling Unit
Ri
g
i
d
,
E
x
t
r
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e
d
P
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y
s
t
y
r
e
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e
Heat Recover Ventilator (HRV) Capacity in cfms:
Energy Recover Ventilator (ERV) Capacity in cfms:
Combustion Air Select a Type
Location of duct or system:
Rim Joist (2nd Floor+)
Building envelope air tightness:
Below Entire Slab
Fuel Type
Solar Heat Gain Coefficient (SHGC):
Windows & Doors
Ceiling, vaulted
Bay Windows or cantilevered areas
Floors over unconditioned area
THERMAL ENVELOPE
Fo
a
m
O
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n
C
e
l
l
Wall
Ri
g
i
d
,
I
s
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c
y
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r
a
t
e
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RADON CONTROL SYSTEM
To
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V
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o
f
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l
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s
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a
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n
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Mi
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e
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F
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r
b
o
a
r
d
Insulation Location Fo
a
m
,
C
l
o
s
e
d
C
e
l
l
Describe other insulated areas
Ceiling, flat
No
n
o
r
N
o
t
A
p
p
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i
c
a
b
l
e
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b
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a
s
s
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a
t
t
s
Foundation Wall
Output
in Tons:
Appliances Cooling System
Location of duct or system:
Heating or Cooling Ducts Outside Conditioned Spaces
Make-up Air Select a Type
Domestic Water
Heater
Model
Heating System
Rim Joist (1st Floor)
Average U-Factor (excludes skylights and one door ) U:
Duct system air tightness:
Rating or Size
Efficiency
Heating Gain Cooling Load
Select Type
Describe any additional or combined heating or cooling systems if installed: (e.g. two furnaces or air
source heat pump with gas back-up furnace):
Residential Load
Calculation
SEER
/EER
Capacity continuous ventilation rate in cfms:
Heating Loss
Manufacturer
Total ventilation (intermittent + continuous) rate in cfms:
Balanced Ventilation capacity in cfms:
High:
High:
MECHANICAL VENTILATION SYSTEM
Date Cert. Posted
R-value
MECHANICAL SYSTEMS
Builders Associaton of Minnesota version 101014
Bold/italic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-15 11:09:53
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1
C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Load Short Form June 15 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:
Lakeville, Mn
Design Information
InfiltrationClgHtg
SimplifiedMethod88-15Outside db (°F)
AverageConstruction quality7572Inside db (°F)
0Fireplaces1387Design TD (°F)
M-Daily range
5030Inside humidity (%)
3134Moisture difference (gr/lb)
HEATING EQUIPMENT COOLING EQUIPMENT
Make Lennox Make Lennox
Trade LENNOX Trade LENNOX
Model EL296UH110XV60C-*Cond XC14-060-230-**
AHRI ref 4988516 Coil CH23-68+EL296UH110XV60C*+TDR+TXV
AHRI ref 5697904
Efficiency 96 AFUE Efficiency 12.0 EER, 14.5 SEER
Heating input Btuh110000 Sensible cooling Btuh40950
Heating output Btuh106000 Latent cooling Btuh17550
Temperature rise °F51 Total cooling Btuh58500
Actual air flow cfm1950 Actual air flow cfm1950
Air flow factor cfm/Btuh0.021 Air flow factor cfm/Btuh0.063
Static pressure in H2O0.50 Static pressure in H2O0.50
Space thermostat Load sensible heat ratio 0.81
ROOM NAME Area Htg load Clg load Htg AVF Clg AVF
(ft²)(Btuh)(Btuh)(cfm)(cfm)
lower level 1883 21603 2481 448 157
main floor 1810 41151 16737 853 1056
second floor 1865 31288 11675 649 737
Entire House d 5558 94042 30893 1950 1950
Other equip loads 5181 2304
Equip. @ 0.93 RSM 30841
Latent cooling 7603
TOTALS 5558 99223 38444 1950 1950
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-15 11:09:53
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1
C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Loads for Multiple Orientations June 15 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:
Lakeville, Mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:
Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
)M(18-Daily range (°F)
72-Wet bulb (°F)
7.515.0Wind speed (mph)
Front Door North Northeast East Southeast South Southwest West Northwest
Sensible Load (Btuh)26413 31093 32106 30738 25511 29450 30841 30218
Latent Load (Btuh)7603 7603 7603 7603 7603 7603 7603 7603
Total Load (Btuh)34016 38697 39709 38341 33114 37053 38444 37822
Heating AVF (cfm)1950 1950 1950 1950 1950 1950 1950 1950
Cooling AVF (cfm)1950 1950 1950 1950 1950 1950 1950 1950
Building Orientation Cooling Load
To
t
a
l
C
o
o
l
i
n
g
L
o
a
d
(
B
t
u
h
)
Direction Front Door faces
0
10000
20000
30000
40000
N NE E SE S SW W NW
Front Door faces WestCurrent Orientation:
Front Door faces EastHighest Cooling Load:
Bold/italic values have been manually overridden
2018-Jun-15 11:09:55
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Building Analysis June 15 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:Lakeville, Mn
Design Conditions
Location:CoolingHeatingIndoor:7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US 1387Design TD (°F)ft837Elevation:5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)SimplifiedMethod)M(18-Daily range (°F)
AverageConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Heating
Walls
Glazing OtherCeilings
Floors
Infiltration
Ventilation
% of loadBtuhBtuh/ft²Component
27.7274435.0Walls 31.63130627.8Glazing 0.663930.4Doors 3.433721.7Ceilings 7.170693.63.6Floors 24.4242134.8Infiltration 00Ducts00Piping00Humidification5.25181Ventilation0Adjustments100.099223Total
Cooling
Walls
Glazing
Other
Ceilings
Infiltration
Internal Gains
Ventilation
% of loadBtuhBtuh/ft²Component
10.434690.6Walls 61.32034718.1Glazing 0.61878.9Doors 5.718971.0Ceilings 000Floors5.618440.4Infiltration 00Ducts6.92304Ventilation9.53150Internal gains 00Blower0Adjustments100.033198Total
Latent Cooling Load = 7603 BtuhOverall U-value = 0.076 Btuh/ft²-°F
Data entries checked.
2018-Jun-15 11:09:55Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Component Constructions June 15 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:Lakeville, Mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
AverageConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr
BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft²
Walls
12F-0sw: Frm wall, vnl ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum
board int fnsh, 2"x6" wood frm, 16" o.c. stud
7450.9345515.6521.00.065805n
6460.9339435.6521.00.065697e
8880.9354235.6521.00.065959s
7830.9347815.6521.00.065846w
30630.93186985.6521.00.0653307all
15B-15sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, r-15
ins, 10" thk
400.0917693.8915.00.042455n
60.0212013.7015.00.042325e
650.1122713.9515.00.042575s
650.1122813.9515.00.042578w
1760.0975223.8915.00.0421932all
IECC2012 frame zone 6: Frm wall, vnl ext, 1/2" wood shth, r-20 cav ins,
5/8" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud
780.824184.3520.00.05096n
1510.828054.3520.00.050185e
2300.8212224.3520.00.050281all
Partitions(none)
Windowsmarvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
16997.71613227.800.320220n
1857.7166827.800.32024n
770821.9982127.800.320353e
148621.9189327.800.32068e
70013.0150327.800.32054s
630421.9803227.800.320289w
1808117.92804927.800.3201008all
1A-c1omd: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; NFRC rated
(SHGC=0.19); 6.67 ft head ht
183521.9233927.800.32084e
1099.0733427.800.32012s
32115.358527.800.32021w
226619.4325727.800.320117all
Doors11N0: Door, mtl eps core type 1878.9163930.48.70.35021e
Ceilings
2018-Jun-15 11:09:55Right-Suite® Universal 2018 18.0.10 RSU16575 Page 2C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8"
gypsum board int fnsh
18970.9833721.7450.00.0201938
Floors
22D-10tpm: Bg floor, heavy dry or light damp soil, full ext ins cov, on
grade depth, r-10 edge ins, r-10 ins
00687829.810.00.343231
0019129.810.00.3436
00706929.810.00.343237all
2018-Jun-15 11:09:55Right-Suite® Universal 2018 18.0.10 RSU16575 Page 3C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Component Constructions June 15 2018Date:lower level By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:Lakeville, Mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
AverageConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr
BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft²
Walls
15B-15sfc-8: Bg wall, heavy dry or light damp soil, concrete wall, r-15
ins, 10" thk
400.0917693.8915.00.042455n
60.0212013.7015.00.042325e
650.1122713.9515.00.042575s
650.1122813.9515.00.042578w
1760.0975223.8915.00.0421932all
IECC2012 frame zone 6: Frm wall, vnl ext, 1/2" wood shth, r-20 cav ins,
5/8" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud
780.824184.3520.00.05096n
1510.828054.3520.00.050185e
2300.8212224.3520.00.050281all
Partitions
(none)
Windowsmarvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
1857.7166827.800.32024n
148621.9189327.800.32068e
167118.2256127.800.32092all
Doors(none)
Ceilings
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8"
gypsum board int fnsh
720.981281.7450.00.02073
Floors
22D-10tpm: Bg floor, heavy dry or light damp soil, full ext ins cov, on
grade depth, r-10 edge ins, r-10 ins
00687829.810.00.343231
2018-Jun-15 11:09:55Right-Suite® Universal 2018 18.0.10 RSU16575 Page 4C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Component Constructions June 15 2018Date:main floor By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:Lakeville, Mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
AverageConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr
BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft²
Walls
12F-0sw: Frm wall, vnl ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum
board int fnsh, 2"x6" wood frm, 16" o.c. stud
3570.9321805.6521.00.065386n
3070.9318755.6521.00.065332e
4750.9329005.6521.00.065513s
4130.9325215.6521.00.065446w
15520.9394755.6521.00.0651676all
Partitions
(none)
Windows
marvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
13757.71496227.800.320178n
434321.9553327.800.320199e
50513.0108627.800.32039s
368221.9469127.800.320169w
990516.91627227.800.320585all
1A-c1omd: 1 glazing, clr glz, mtl no brk frm mat, 1/8" thk; NFRC rated
(SHGC=0.19); 6.67 ft head ht
183521.9233927.800.32084e
1099.0733427.800.32012s
32115.358527.800.32021w
226619.4325727.800.320117all
Doors
11N0: Door, mtl eps core type 1878.9163930.48.70.35021e
Ceilings
(none)
Floors(none)
2018-Jun-15 11:09:55Right-Suite® Universal 2018 18.0.10 RSU16575 Page 5C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Component Constructions June 15 2018Date:second floor By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:Lakeville, Mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F)
SimplifiedMethod)M(18-Daily range (°F)
AverageConstruction quality72-Wet bulb (°F)
0Fireplaces7.515.0Wind speed (mph)
Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr
BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft²
Walls
12F-0sw: Frm wall, vnl ext, 1/2" wood shth, r-21 cav ins, 1/2" gypsum
board int fnsh, 2"x6" wood frm, 16" o.c. stud
3880.9323715.6521.00.065419n
3390.9320685.6521.00.065366e
4130.9325245.6521.00.065446s
3700.9322615.6521.00.065400w
15110.9392235.6521.00.0651631all
Partitions
(none)
Windows
marvin fiberglass integrety: low e fiber glass marvin; NFRC rated
(SHGC=0.19); 6.67 ft head ht
3247.71116927.800.32042n
336521.9428727.800.320154e
19413.041827.800.32015s
262221.9334127.800.320120w
650519.7921527.800.320331all
Doors(none)
Ceilings
16B-50ad: Attic ceiling, asphalt shingles roof mat, r-50 ceil ins, 5/8"
gypsum board int fnsh
18250.9832441.7450.00.0201865
Floors
22D-10tpm: Bg floor, heavy dry or light damp soil, full ext ins cov, on
grade depth, r-10 edge ins, r-10 ins
0019129.810.00.3436
Bold/italic values have been manually overridden
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2018-Jun-15 11:09:55Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:Project Summary June 15 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:Lakeville, Mn
Notes:
Design Information
Minneapolis-St Paul Int'l Arp, MN, USWeather:
Winter Design Conditions Summer Design Conditions
Outside db °F-15 Outside db °F88Inside db °F72 Inside db °F75Design TD °F87 Design TD °F13Daily range MRelative humidity %50Moisture difference gr/lb31
Heating Summary Sensible Cooling Equipment Load Sizing
Structure Btuh94042 Structure Btuh30893DuctsBtuh0DuctsBtuh0Central vent (SER=70% 186 cfm)Btuh5181 Central vent (SER=10% 186 cfm)Btuh2304Heat recovery Heat recoveryHumidificationBtuh0Blower Btuh0PipingBtuh0Equipment load Btuh99223 Use manufacturer's data nRate/swing multiplier 0.93InfiltrationEquipment sensible load Btuh30841
Method Latent Cooling Equipment Load SizingSimplifiedConstruction quality Average0Fireplaces Structure Btuh3764DuctsBtuh0Central vent (186 cfm)Btuh3839CoolingHeatingHeat recovery55585558Area (ft²)Equipment latent load Btuh76034229242292Volume (ft³)Air changes/hour 0.190.37 Equipment Total Load (Sen+Lat)Btuh38444Equiv. AVF (cfm)134261 Req. total capacity at 0.70 SHR ton3.7
Heating Equipment Summary Cooling Equipment Summary
Make Lennox Make LennoxTradeLENNOXTradeLENNOXModelEL296UH110XV60C-*Cond XC14-060-230-**AHRI ref 4988516 Coil CH23-68+EL296UH110XV60C*+TDR+TXVAHRI ref 5697904Efficiency96 AFUE Efficiency 12.0 EER, 14.5 SEERHeating input Btuh110000 Sensible cooling Btuh40950Heating output Btuh106000 Latent cooling Btuh17550Temperature rise °F51 Total cooling Btuh58500Actual air flow cfm1950 Actual air flow cfm1950Air flow factor cfm/Btuh0.021 Air flow factor cfm/Btuh0.063Static pressure in H2O0.50 Static pressure in H2O0.50Space thermostat Load sensible heat ratio 0.81
Bold/italic values have been manually overridden
2018-Jun-15 11:09:55
Right-Suite® Universal 2018 18.0.10 RSU16575 Page 1
C:\Users\Anthony\Desktop\typical template.rup Calc = MJ8 Front Door faces: W
Job:AED Assessment June 15 2018Date:Entire House By:
Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
Project Information
Wikstrom Residence, Binder HeatingFor:
Lakeville, Mn
Design Conditions
Location:CoolingHeatingIndoor:
7572Indoor temperature (°F)Minneapolis-St Paul Int'l Arp, MN, US
1387Design TD (°F)ft837Elevation:
5030Relative humidity (%)°N45Latitude:Outdoor:31.334.0Moisture difference (gr/lb)CoolingHeating
Infiltration:88-15Dry bulb (°F))M(18-Daily range (°F)
72-Wet bulb (°F)7.515.0Wind speed (mph)
Test for Adequate Exposure Diversity
Hourly Glazing Load
Hourly Average AED limit
Gla
z
i
n
g
l
o
a
d
(
B
t
u
h
)
Hour of Day
0
2,000
4,000
6,000
8,000
10,000
12,000
14,000
16,000
18,000
20,000
22,000
24,000
26,000
8 9 10 11 12 13 14 15 16 17 18 19 20
Maximum hourly glazing load exceeds average by 12.8%.
House has adequate exposure diversity (AED), based on AED limit of 30%.
AED excursion: 0 Btuh
Job:Right-J® Worksheet June 15 2018Date:Entire House By:Tony Ledo
Phone: 763-229-4252 Email: tonyledo2012@gmail.com
1 Room name Entire House lower level
2 Exposed wall 666.5 ft 230.5 ft3Room height 10.0 dft 10.0 heat/coolft
4 Room dimensions ft1883.3x1.0
5 Room area 5557.7 ft²1883.3 ft²
Ty Construction U-value Or HTM Area (ft²)Load Area (ft²)Load
number (Btuh/ft²-°F)(Btuh/ft²-°F)(Btuh/ft²)(Btuh/ft²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh)
Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool
6 WW 12F-0sw12F-0sw 0.0650.065 nn 5.655.65 0.930.93 1025 805 4551 745 0 0 0 0.GG marvin fiberglass in 0.320marvin fiberglass in 0.320 nn 27.8427.84 7.717.71 220 0 6132 1699 0 0 0 0.WW 15B-15sfc-815B-15sfc-8 0.0590.059 nn 3.893.89 0.090.09 479 455 1769 40 479 455 1769 40
.GG marvin fiberglass in 0.320marvin fiberglass in 0.320 nn 27.8427.84 7.717.71 24 0 668 185 24 0 668 185
11 WW IECC2012 frame zone 0.050IECC2012 frame zone 0.050 nn 4.354.35 0.820.82 96 96 418 78 96 96 418 78
WW 12F-0sw12F-0sw 0.0650.065 ee 5.655.65 0.930.93 1155 697 3943 646 0 0 0 0
GG 1A-c1omd1A-c1omd 0.3200.320 ee 27.8427.84 21.8521.85 84 0 2339 1835 0 0 0 0GGmarvin fiberglass in 0.320marvin fiberglass in 0.320 ee 27.8427.84 21.8521.85 353 0 9821 7708 0 0 0 0
DD 11N011N0 0.3500.350 ee 30.4530.45 8.918.91 21 21 639 187 0 0 0 0WW15B-15sfc-815B-15sfc-8 0.0590.059 ee 3.703.70 0.020.02 393 325 1201 6 393 325 1201 6
GG marvin fiberglass in 0.320marvin fiberglass in 0.320 ee 27.8427.84 21.8521.85 68 0 1893 1486 68 0 1893 1486WWIECC2012 frame zone 0.050IECC2012 frame zone 0.050 ee 4.354.35 0.820.82 185 185 805 151 185 185 805 151WW12F-0sw12F-0sw 0.0650.065 ss 5.655.65 0.930.93 1025 959 5423 888 0 0 0 0
GG 10A-m10A-m 0.3200.320 ss 27.8427.84 9.079.07 12 0 334 109 0 0 0 0GGmarvin fiberglass in 0.320marvin fiberglass in 0.320 ss 27.8427.84 12.9612.96 54 0 1503 700 0 0 0 0
WW 15B-15sfc-815B-15sfc-8 0.0590.059 ss 3.953.95 0.110.11 575 575 2271 65 575 575 2271 65
WW 12F-0sw12F-0sw 0.0650.065 ww 5.655.65 0.930.93 1155 846 4781 783 0 0 0 0
GG 10A-m10A-m 0.3200.320 ww 27.8427.84 15.3015.30 21 0 585 321 0 0 0 0
GG marvin fiberglass in 0.320marvin fiberglass in 0.320 ww 27.8427.84 21.8521.85 289 0 8032 6304 0 0 0 0WW15B-15sfc-815B-15sfc-8 0.0590.059 ww 3.953.95 0.110.11 578 578 2281 65 578 578 2281 65CC16B-50ad16B-50ad 0.0200.020 --1.741.74 0.980.98 1938 1938 3372 1897 73 73 128 72
FF 22D-10tpm22D-10tpm 0.3430.343 --29.8429.84 0.000.00 1883 231 6878 0 1883 231 6878 0FF22D-10tpm22D-10tpm 0.3430.343 --29.8429.84 0.000.00 55 6 191 0 0 0 0 0
Job #:
Performed for:
Wikstrom Residence
Lakeville, Mn
Tony Ledo
Phone: 763-229-4252
tonyledo2012@gmail.com
Scale: 1 : 100
Page 1
Right-Suite® Universal 2018
18.0.10 RSU16575
2018-Jun-15 11:10:11
...ony\Desktop\typical template.rup
N
main floor
main floor
176 cfm
176 cfm
176 cfm
176 cfm176 cfm
176 cfm
Job #:
Performed for:
Wikstrom Residence
Lakeville, Mn
Tony Ledo
Phone: 763-229-4252
tonyledo2012@gmail.com
Scale: 1 : 100
Page 2
Right-Suite® Universal 2018
18.0.10 RSU16575
2018-Jun-15 11:10:12
...ony\Desktop\typical template.rup
N
second floor
second floor
184 cfm
184 cfm
184 cfm
184 cfm
Job #:
Performed for:
Wikstrom Residence
Lakeville, Mn
Tony Ledo
Phone: 763-229-4252
tonyledo2012@gmail.com
Scale: 1 : 100
Page 3
Right-Suite® Universal 2018
18.0.10 RSU16575
2018-Jun-15 11:10:12
...ony\Desktop\typical template.rup
N
lower level
lower level
7'-6"6'-9"
12'-0"
11'-9"
8'-3"6'-9"
16'-0"
10'-0"
6'-0"
9'-3"
5'-9"
26'-0"
13'-9"
5'-0"
10'-3"
12'-0"
11'-9"
6'-3"
7'-6"6'-3"
6'-3"
2'-6"
8'-0"
14'-9"
1950 cfm
149 cfm
149 cfm
149 cfm
07/02/18 X
KH