TYPICAL CORNER REINFORCING NOTE : SEE ENGINEERED REBAR SCHEDULES SUPPLIED BY THE MANUFACTURER STEEL REINFORCEMENT WALL CORNER 90 Copyright 2012 Sept. 2012 5.1.1
Rebar Spacing 6" 12" Max. Load LB./FT. 2000 lb/ft 1000 lb/ft LOAD lb/ft. Min. Concrete Strength = 20 MPa Min. Rebar Strength = 400 MPa Flashing 10mm horizontal bar BRICK LEDGE BLOCK 10mm Tie See chart for spacings. Min. 1" conc. cover 10mm hor. bars @ 12" O.C. NOTE: Loads are based on no other bending in the wall. If other bending in the wall is expected due to lateral pressures, brick ledge is to be verified as a system. 10mm vertical bars to match tie spacings NOTE : SEE ENGINEERED REBAR SCHEDULES SUPPLIED BY THE MANUFACTURER STANDARD REINFORCEMENT BRICK LEDGE 6.5" WALL Copyright 2012 Sept. 2012 5.1.2
horizontal rebar - See applicable schedules NOTE : SEE ENGINEERED REBAR SCHEDULES SUPPLIED BY THE MANUFACTURER A 1 A 1 vertical rebar as required TYPICAL T-WALL - PLAN VIEW INTERSECTION REINFORCING vertical rebar as required horizontal rebar SECTION 'A' - TYPICAL T-WALL INTERSECTION REINFORCING STEEL REINFORCEMENT T-WALL INTERSECTION Copyright 2012 Sept. 2012 5.1.3
Lintel Re-inforcement See Rebar Schedules Additonal Stirrups if necessary LINTEL opening width opening height lintel bottom reinforcement Vertical Reinforcement at side of opening w/15mm rebar to match no. of bars at bottom of reinforcement of lintel. Extend to full height of wall 2' 0" 2' 0" Reinforcement at bottom of opening - 15mm rebar to match the number of bars at bottom reinforcement of lintel. Extend min. 24" beyone opening TYPICAL WALL OPENING REINFORCEMENT NOTE : SEE ENGINEERED REBAR SCHEDULES SUPPLIED BY THE MANUFACTURER Typical Window/Door Opening Reinforcement Copyright 2012 Sept. 2012 5.1.4
Eng. roof trusses by supplier 2x6 or Greater Sill Plate On Sill Gasket With 1/2" Dia. Anchor Bolts In Conc. Wall Block at Wall Top as Lintel over window Opening - see Rebar Schedules by Supplier Pwf 2x12 rough buck w/moisture barrier. Use gal. screws, shank nails or bolts in staggered pattern to attach buck to concrete 2x4 Pwf Sill each side over Exterior EPS Exterior Finish Simpson ICFVL Tie for 2x10 ledger attachment Parging or other Protective Cover to be 8" above finished grade and to extend Min. 1'0" below finished grade Example of 4 Block Units High 2x12 Pwf Window buck with 3/4" spacer to inside wall surface to cover 12" depth of ICF Wall Superform 6.5" Core ICF EPS Standard forms Vertical & Horizontal rebar - Refer to Rebar Schedules 1/2" Drywall hanger T/O Wall Plates 3' 9" 1' 1 1/2" (window vertical rough opening ) 4' 0" 2' 11 5/8" 8' 1 1/8" ( Finished Main Floor Rough Ceiling ) 2x10 ledger Variable Depth Eng. I-Beam Joists on metal hangers by Supplier Window Buck in Residential Wall with 6.5" Core Copyright 2012 Sept. 2012 5.2.1
2x6 or Greater Sill Plate On Sill Gasket With 1/2" Dia. Anchor Bolts In Conc. Wall Eng. roof trusses by supplier T/O Wall Plate Block at Wall Top as Lintel over window Opening - see Rebar Schedules by Supplier 4 Block Units High 2x12 Window buck with 3/4" spacer to inside wall surface 2-3" High Vertical EPS Spacers Exterior Finish Simpson ICFVL Tie for 2x10 ledger attachment Parging or other Protective Cover to be 8" above finished grade and to extend Min. 1'0" below finished grade Superform 6.5" Core ICF EPS Standard forms Vertical & Horizontal rebar - Refer to Rebar Schedules 1/2" Drywall hanger 1' 1 1/2" 4' 0" 2' 11 5/8" 8' 1 1/8" ( Finished Main Floor Rough Ceiling ) 2x10 ledger Note: Typical Standard Block dimensions are 48"x12"x12" Variable Depth Eng. I-Beam Joists on metal hangers by Supplier Window Buck with 3" High Vertical Spacer in Residential Wall with 6.5" Core Copyright 2012 July 2012 5.2.2
Note: 2x12 dimension lumber with 3/4" filler to fit 12" depth ICF Wall 2x4 Sill each side over Exterior EPS Fix 1 x 4 Strapping To Outside Of Frame. Do The Same On Other Side Of Frame. This Keeps The Frame From Sliding In Or Out Of The Concrete And Keeps The Opening Square. Window Buck Detail Isometric in Standard 6.5" Block Wall Copyright 2012 Sept. 2012 5.2.3
Insulated Buck Triple Glazing window frame Insulated Buck 4" strip peel & stick membrane 12" strip peel & stick membrane Window Flashing Detail for Window Buck in Standard 6.5" Block Wall Copyright 2012 Sept. 2012 5.2.4
Note: Typical Standard Block dimensions are 48"x12"x12" Eng. Roof Trusses Block at Wall Top as Lintel over window Opening - see Rebar Schedules by Supplier door subsill 1 1/2" rigid insulation doorway 1 1/2" rigid insulation Pwf 2x12 rough buck w/moisture barrier. Use gal. screws, shank nails or bolts in staggered pattern to attach buck to concrete extend continuous plywood subfloor over the top of the ICF wall at doorway grade Eng. I-Beam Floor Joists CROSS SECTION DOOR HEAD & SILL USING WOOD BUCKS flashing & caulking as specified for ext. cladding 1 1/2" rigid Insulation Pwf 2x12 rough buck w/moisture barrier. Use gal. screws, shank nails or bolts in staggered pattern to attach buck to concrete doorway PLAN VIEW DOOR SIDE JAMB USING WOOD BUCKS Door Jambs in Residential Wall with 6.5" Core Copyright 2012 Sept. 2012 5.3.1
Note: Typical Standard Block dimensions are 48"x12"x12" Eng. Roof Trusses Block at Wall Top as Lintel over window Opening - see Rebar Schedules by Supplier door subsill 1 1/2" rigid insulation doorway 1 1/2" rigid insulation Pwf 2x12 rough buck w/moisture barrier. Use gal. screws, shank nails or bolts in staggered pattern to attach buck to concrete extend continuous plywood subfloor over the top of the ICF wall at doorway grade Eng. I-Beam Floor Joists CROSS SECTION DOOR HEAD & SILL USING WOOD BUCKS flashing & caulking as specified for ext. cladding ext. trim 1 1/2" rigid Insulation ext. cladding/finish extension door jamb door PLAN VIEW DOOR SIDE JAMB USING WOOD BUCKS Pwf 2x12 rough buck w/moisture barrier. Use gal. screws, shank nails or bolts in staggered pattern to attach buck to concrete Door Jambs in Residential Wall with 6.5" Core Copyright 2012 rvsd 130222 5.3.1
Interior surface of ICF wall Exterior Siding or other Exterior finish door jamb wood buck opening cont. plywood subflr. extended over the top of the ICF wall exterior door jamb overlaps wood buck cont. plywood subflr. extended over the top of the ICF wall spacing & caulking as spec'd by ext. finish supplier floor trusses INTERIOR ELEVATION OF DOOR JAMB IN WOOD BUCK OPENING EXTERIOR ELEVATION OF DOOR JAMB IN OPENING OVER BUCK Door Jamb Elevation in Residential wall Copyright 2013 Feb. 21, 2013 5.3.2
Note: Parapet height as Required by Code flashing Exterior Finish sheet metal cap fastened at 24" OC roofing membrane sealant roofing shingles Eng. roof trusses by supplier ceiling 1/2" Drywall Vertical & Horizontal rebar - Refer to Rebar Schedules Parapet / Firewall Through Residential Roof System Copyright 2012 October 2012 5.4.1
Parging 8" above finshed grade or other Protective Cover To Extend To Min. 1'0" Below finished grade Finished Grade Min. 2% Slope Simpson ICFVL Tie for 2x10 ledger attachment Flashing 8" BRICK LEDGE BLOCK Free Draining Granular Type Backfill Superform 8" Core ICF EPS Standard forms 6 1/2" Superform 6.5" Core ICF EPS Standard forms Scabbed on 2x6 Floor Trusses 2x10 ledger Vertical & Horizontal rebar - Refer to Rebar Schedules 1/2" Drywall Soprema Peel & Stick Damp-proofing from Min. 12" above grade to base of footing 8" 8" BELOW GRADE WALLTRANSITIONING TO UPPER 6.5" WALL FOR USE WITH BRICK LEDGE & HIGHER BACKFILL SITUATIONS 8" Brick Ledge Block on below grade Standard 8" Block wall Transitioning to 6.5" upper Block Wall Copyright 2012 October 2012 5.4.2
Superform ICF Block 1 1/4" overlap minimum horizontal lap siding blind nail at every 12" horizontally HORIZONTAL LAP SIDING - BLIND NAILED Note: These details are a general guide only. Product manufacturer to supply complete installation references. EXTERIOR STUCCO FINISH Ext. Stucco finish Superform ICF block Primer Scratch Coat Mesh - if no base coat. fasten directly to ties w/staples Base Coat as required Exterior Finishing Stucco & Siding Copyright 2012 October 2012 5.4.3
12" x 48" Plywood Cover Two Units - 3" High EPS Height Adjuster Horizontal Reinforcing bars - See Rebar Schedules Vertical Reinforcing bars - See Rebar Schedules Exposed Continuous Concrete Termite Strip poured flush with O/F of ICF wall Free Draining Granular Type Backfill Screw plywood to plastic ties of ICF form. Remove plywood after concrete pour. Soprema Peel & Stick Damp-proofing from Min. 12" above grade to base of footing General Physical Barriers to Termite Infestation o Waterproofing and termite barrier system o Chemical soil treatment o Metal or plastic termite shields o Particle sized barrier o Wire Mesh Note: - treating the soil ahead of time is another method of avoiding termite related problems - the use of 2-3" height adjusters will ensure there is a 6" gap exposing any termite presence in the wall - refer to local building codes for applicable information on termite control in the local jurisdiction TERMITE BARRIER October 2012 Copyright 2012 5.4.4
Alternate Cutting Of Units Every Course To Maintain Staggering Of Joints T-WALL INTERSECTION STACKING BLOCKS Copyright 2012 October 2012 5.4.5
Bracing Doubles As Adjustable Scaffolding Maximum Distance Between Braces is 6' 8" Footings May Be Formed Using A Keyway In The Top Surface Or With 10mm Dowels Extending 14" - 16" Alternating Right & Left Corner Blocks Provides An Offset and Ensures That Courses Interlock Properly WALL BRACING SYSTEM October 2012 Copyright 2012 6.4.6