The Wilmington C · Dining Great Room Family Foyer Foyer Kitchen 2 Car Garage Bedroom 2 Bedroom 3...
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Standard (Right-Hand Garage) Orientation Slab Foundation Artist Rendering Only. See Construction Drawings and Selection Sheets for Finish Materials, Colors, and Specifications Front Elevation C Set No. 9319C0 Lot 11 , McCord Pointe 5152 Glendon Court, McCordsville, IN 46055 Integrated Plan Options Job Notes THIS PLAN SET REFLECTS THE FOLLOWING CHECKED OPTIONS: Plan Revisions The Wilmington C Cornerstone Wilmington C 9319C0 T-1 Title Page
Hanger Detail at Solid BeamI-Joist Brick Cantilever DetailTypical I-Joist Cantilever Detail Hanger Detail at I-Joist
Brick Cantilever Detail
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Typical I-Joist Load-Bearing Cantilever Detail
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INSTALLATION GUIDES AND SPECIFICATIONS
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SHALL SUPERSEDE ANY AND ALL
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INFORMATION SHOWN ON THIS PAGE.
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Nail Trus Joist rim board to
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between each joist. Nail to
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top plate with connections
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equivalent to decking schedule.
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2x8 Blocking panel
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2x8
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E1
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5" maximum
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blocking with connections
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equivalent to decking schedule
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* With top flange hangers, backer block required only for downward loads exceeding 250 lbs. or for uplift conditions
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H2
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Backer block: Install tight to top flange (tight to bottom flange with face mount hangers), both sides of web with single TJI joists. Attach with 10-10d (3") box nails, clinched when possible.
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Filler block: Nail with 10-10d (3") box nails, clinched when possible.
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Backer block (both sides) of web with single TJI joist
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1X8 TRIM
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2nd FLOOR WALL
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DECKING
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7/8" FLOOR
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(SEE LAYOUT)
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I-JOIST
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2X10 BTM. PLATE
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W/ 2 ROWS 16d. NAILS @12" O.C.
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NAIL TO WALL PLATE W/
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2X8 TOP PLATE
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1st FLOOR WALL
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STRUCTURAL
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2X8 STUDS
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SHEATHING
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BRICK VENEER
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SHEATHING
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@ 16" O.C.
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RIM
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BC
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A3
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1 1/4" TimberStrand LSL
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rim board
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TimberStrand LSL RIM BOARD
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For information on lateral
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load capacities refer to
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current TimberStrand LSL
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rim board literature
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joist bearing at ends
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Must have 1 3/4" minimum
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1/16"
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2x4 minimum
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B2
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Trus Joist MacMillan literature for exceptions
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B2W
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(must stack over wall below)
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Load bearing wall above
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Blocking panels
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may be required with
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shear walls above or
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below-see detail B1
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squash blocks
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Web stiffeners required
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each side at B2W
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See Floor Span Tables and General Notes in current
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squash blocks
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2x4 minimum
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CS
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1/16"
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Load from above
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Use 2x4 minimum squash blocks
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to transfer load from above to
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bearing plate below
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Web stiffeners required
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maximum
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2'-0"
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1 1/4" TimberStrand LSL
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closure
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each side at E1W
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E1
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E1W
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LOAD BEARING CANTILEVER
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12" long. Do not cut flanges.
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joists or for blocking panels less than
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joists; 6" diameter maximum for 9 1/4"
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8" diameter maximum hole may be cut
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in each blocking panel for 11 7/8" - 16"
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or TimberStrand LSL
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Web stiffeners are required
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not laterally support the TJI
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joist top flange and per current
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if the sides of the hanger do
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Microllam LVL, Parallam PSL
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H1
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hanger
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Top flange
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Face mount
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INDIANAPOLIS DIVISION
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DRAWING TITLE
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MODEL
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SHEET NO.
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REMARKS
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REV.NO. DATE
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OPTION DESCRIPTION
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DRAWN BY
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SET NO.
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COLLECTION
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CONTAINED HEREIN ARE THE SOLE
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ALL RIGHTS RESERVED
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PROPERTY OF LENNAR CORPORATION
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RESERVES ITS COPYRIGHT AND OTHER
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PROPERTY RIGHTS IN THESE DESIGNS
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AND DRAWINGS. UNAUTHORIZED
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THESE PLANS AND THE DESIGNS
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2018 LENNAR CORPORATION,
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C
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LENNAR CORPORATION EXPRESSLY
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DUPLICATION OR DISTRIBUTION OF
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THESE PLANS IS PROHIBITED.
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hanger
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Trus Joist MacMillan literature
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R
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4'-0" length of 3/4" reinforcement
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both sides at E3
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on one side at E2,
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Attach reinforcement to joist top and
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bottom flanges with 8d (2%%208") common nails
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2'-0"
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maximum
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at 6" o.c. When reinforcing both sides,
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stagger nails to avoid splitting.
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12" long. Do not cut flanges.
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joists or for blocking panels less than
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joists; 6" diameter maximum for 9 %%208"
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8" diameter maximum hole may be cut
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in each blocking panel for 11 %%214" - 16"
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horizontal
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face grain
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E2
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E3
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ALL I-JOISTS TO BE 11 7/8" TJI 210 SERIES JOISTS
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INFORMATION AND SPECIFICATIONS
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ALL NOTES, DETAILS, INSTALLATION
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NOTE: SEE I-JOIST MANUFACTURER'S
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INSTALLATION GUIDES AND SPEC.'s FOR
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REFER TO THE TJI POCKET FRAMER'S
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GUIDE AND TJI SPECIFIER'S GUIDE FOR
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ADDITIONAL INFORMATION. MANUFACTURER'S
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Frame Business Partner
Community & Home Site
Construction Manager
Frame Checklist
Frame Check Garage
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Frame, House Interior
Attic Access location correct per Print, access has 14 inch sides if an insulated attic. Check size of Gables Access.
Post plumb and strapped to beam at top
Garage beam will be sealed to prevent air infiltration to floor space after Drywall is hung
Walls in Attic have sheathing installed
All panels are taped in Attic & Verticals Taped.
House band board in garage attic has insulated sheathing installed
House wrap installed at Band system in Garage and pulled down
Truss bracing installed if required
2x Framing for trusses/girders nailed directly house to framing without foam sheathing between frame members
Truss hanger’s nailed completely with required nails
Garage door opening correct size and location
Smart trim at bottom of door at concrete is ¼ inch off of concrete
Anchor bolts in garage plate installed 12 inches from each plate end at foundation and not more than 6 foot on
center and 12 inches from corner. Garage Portal frame 2x2 square washers in place at door. Nuts tight.
Garage steps are of equal rise to top of door threshold from garage floor. Not more than 8 ¼ rise
Sill sealer installed under wall or floor system between house and garage
Garage door bucks installed floor to ceiling in 1 piece 2x6 minimum. Buck is not to be in contact with concrete
nailed 12 inches on center
Garage door buck installed above door 1 piece 2x6. 2x10 installed above center of door to ceiling for garage door
opener nailed 12 inches on center
Estate/Side load electrical panel walls build if required. Note these walls may not be on print.
OSB is cut back 2 inches on each side of ridge, Ripper row no less than 2' at Peak.
Bowed studs are marked. Note these markings may be visible to customer if garage in not finished
Garage to house door set with 3 shims on each side and/or Exerior Service Door.
Drywall nailer in place on ceiling and corners/check for insulation access.
Garage door Portal framing correct per IRC 2008 Indiana amendments. Truss to girder connection 1/4" or less Solid
Bearing.
Truss Drawings and print hung in Garage
Girder truss bearing is complete to foundation
Garage to house door set with correct reveal 6 shims total
Bowed studs checked and marked in orange on the stud and floor with a B
Check each room per print for wall and door opening placement
Check each room for window placement.
Check walls for plumpness mark correction using OOP OOL
Windows centered in the opening shim sides if needed window to sit on sill with 1/8 bumper on bottom. Does the
window operate smoothly
Mark each doorway with correct door size and swing Example of how to mark… 2/6 RH with an arrow.
Mark in writing if an opening wraps in drywall wright the word out Drywall wrap or do not drywall or Wood wrap.
Add cabinet dimensions to verify correct wall length
Layout CL of range hood location vertical and horizontal.
Layout cabinet locations in kitchens and baths. Verify correct space for cabinets
Think about outlet/switch location in kitchen. Are all location either under cabinets or outside of cabinets? This has
to do with backsplash tile
Think about the locations for the outlets in bathrooms, no outlets in side splashed or behind mirrors.
Check ½ wall height to be certain it is tall enough to allow casing and vanity side splash to not interfere same
applies in home office area
Check to be sure toilet and shower drains do not interfere it the Joist locations
Verify correct walls or no walls are installed at stairway, walls vs rails.
Check floor joist layout for correct placement
Check roof truss layout for correctness
Check for correct truss bracing, note you will need truss drawings for this. Additionally correct overlapping is
required at brace connections
Shower pan blocking is in place
Stud placement in a shower location is to be no more than 16 inches O.C
Drywall nailers are in place in corners all locations
Drywall nailers are in place at ceilings. Parallel wall to trusses should be cross blocked 2 foot OC laid out for drywall
placement
Floor decking nailed and glued Nails 4 in the field 6 on the seams missed nails need pulled
Floor joist are nailed and glue is present in hangers
Air sealing in dead cavities is complete
Stairs are secures with 2-16d nails from back of stringer. No visible nails from the top.
Roof decking is gapped on 4 foot ends 1/8 to ¼ inch. Nailed 4 in the field 6 on the edge
Exterior doors are to be shimmed with 3 places each side for a 6/8 door 4 each for a taller door or a door with a
transom.
Ensure finish width of Halls, landings will be 36 inches.
Nailers for Tub Flange (32 inches for tub shower & 34 inches for fiberglass shower)
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Frame Check Basement
Finished Basement
Post plumb and tabs wrapped around the top
Post locations are correct, point loads from above in floor system installed
Beam is bearing in pocket at least 3 inches
Squash block are in place from over beam if there is a load bearing wall above.
No visible gaps in basement rim board
Floor joist laid out per print, LVL beans if needed are located in correct location.
Look for nails that have missed the joist and remove them
Joist hangers are secure with correct nails and joist are glued
Straps at bottom plate secured with 2 nails each strap on top and spaced 12 inches from plate ends and corners 6
feet on center.
Basement is clean no debris
Basement stairs are shimmed ½ inch from wall. There are no visible nails from top through stringer. All nails are
driven through 2x from under stairs. 3 Nails per step.
Stair Head height is correct. At minimum 6’8 inches in a plane diagonal line to stair header plumb.
Nosing not at top of stairs at first floor but is present and basement landing if stair case has a landing
Basement wall at basement landing is furred out with 2x material and wall is covered with insulation board or house
wrap. This depends on the space available.
Unfinished basement stair walls have 2x4 stud’s 16 inch OC on all 3 sides to close accessibility
Basement wall secured to floor with concrete nails and walls are plumb.
Door opening plumb and marked with 2 inch over call size of door 2 inches taller
2x4 studs 16 inches OC treated bottom plate
Drywall nailers present in in corners and at ceiling
All unfinished space must have a door opening into the area.
Bulkheads build shall be no lower than 7’ 1 inch from concrete floor.
Fire block weed cap above framed wall filling gap to bottom of joists.
Daylight Walkout Basement
Exterior
To the bottom of a daylight window there in not more than 42 inches to the opening.
100% braced sheathing used. Wall must meet bracing requirements of 2008 IRC. This means consideration for full
4 foot sheets. Wall cannot be all windows. Proper nailing pattern of braced sheathing.
Sill sealer is located under exterior walls. Walls are bolted per the 2008 IRC 12” plate ends 6 ‘OC
Any stud distance from concerate wall & each step wall face will need to have concrete wall insulation installed.
All horizontal seams flashed with house wrap a minimum of 6 inches hanging out
Holes and cuts in sheathing repair by tape or damaged sheathing replaced
Window tape install on 3 sides, 2 sides first and top last. Top must be even past the sides. No tape or sealer on
bottom.
Over hangs on home correct per print. Eyebrows installed per print
Windows correct per print and are in alignment
Exterior trim to be installed no closer to a shingled roof than 1 inch. Account for shingle thickness
All trim installed has the vertical ran past the horizontal at the intersections.
All horizontal smart trim used in board and batten style application must be installed prior to MDF board and have
drip cap installed over the horizontal 5/4 trim board. Board batten panel is to be installed between the horizontals
with ¾ trim over MDF to create the vertical.
Azeck trim installed at under doors on basement homes
1x2 trim installed at horizontal brick transitions
Window mantles install with Ice and water behind. Ice and water to extend 6 inches past sides and top and is taped
at top
House wrap install with overlaps of 6 inches horizontal and vertical
Vertical seams of house wrap need taped with correct brand seathing tape
House warp install on all inside & outside corners
House wrap install with cap nails no more that 32inch square
Raptor roof paper installed professionally verticle laps are to be a minimum of 4 inches, horizontal laps 6 inches,
cap nails at seams 12 inches OC 24 inch cap nails on seams.
Raptor paper to be installed to create a valley that sheds water by laps
Roofer to install roof edge under raptor at eaves and over paper gables. Plan nail placement accordingly
Roof less than 4/12 must have 2 layers of felt.
Exterior door trim to be taped as windows.
Exterior doors to be sat on rubber membrane that drapes to the exterior
Rubber membrane to be installed so after concrete is poured it will be between the concrete and the house
Gutter overhang or porch tiding back to verticle wall should have Ice & Water installed @ transition.