STEEL LINTEL SCHEDULE
GENERAL NOTESSEAL:SEALAL:AL02/12/2019LUMBER NOTESSTEEL LINTEL SCHEDULESLAB ON GRADE CONTROL JOINTS177 E. ANTELOPE DR. STE. BLAYTON, UT 84041PHONE: (801) TING, FOUNDATION,AND SLAB ON GRADE NOTESSTRUCTURALHOLDDOWN & STRAP SCHEDULESAWED OR PREMOLDEDCONTRACTION JOINTDESIGN CRITERIA:BUTT JOINTCONSTRUCTION JOINTCONCRETE NOTESPOST INSTALLED ANCHOR NOTES* STANDARD OCCUPANCY *SHEARWALL SCHEDULESEARLE RESIDENCEIDAHO FALLS, IDAHOHORIZONTAL SHEATHING LAYOUTMINIMUM NAILING SCHEDULEDATE:02/07/19PROJECT: 19-009DRAWN BY: WMREVISIONS:STRUCTURALNOTESSHEET NUMBER:S001PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.
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
, " " 8 " " . " ) * ! , 8 - 3 4 - 3 4 - 3 4 - 3 4 - 3 4 - 3 4 - 3 4 - 3 4 " ' %#& " , 0 ! " " - - . ! & ) EA 456* " " " " ) * & ) * & 0 "" ! " & & 80 0 & & 0 & 0 & 3 6 75: ; :7?C:7 " ) ?C@7 * 33D 75 35 " 97 35 ""633: 75 35 " 97 35 " 5? 4 & ; A77 A3?C:7 # # ? # ? 0 397:; ; 3 7 7 ?@ 4 5AA7 44767:5B 3; " & " ! , . & & " ! & ", / 8 " " ! " & " & F F " & . G " ! & ) * * ( 2 ! " - ! " " ! ) * )%* & " " . ! 1 / & . 0 " ! ! , ! & ) * & - ) " " *# - F F F F F F0 F F F F F F F F F F F F F !" # %#& ' # # " # !" # # " # #& # / 01 *#* 2 32 # !" # %' #& , , 3 # !" # # !" # # ! # # " ' # ) * 4:365@ 0D 75:BD 75:BD 75:B# 97: ; 7; BH 7: "% ":77 "% ":77 "% ":77) * ) * 0 ) * ( #& " # !" # %#& ' 3B78 3;;74B 3; 75@? ) , * ( ) #* ,-#& ' " # , , 3 !" # " & 6 4 4 5 3 ' #& # # % ( ) * ! #& # ' %#& ' # !" # !" # # # , , 5 3 & & # !" # !" # # # .#& ' #& #& #& %#& ' #& " % " & ' ( ) * ! , ! & ) * & - ) " " * , & " " & ! . / . " " 0 " ! " ! ! ) * ) * & ( ! " - " ! ) * " " " / ! ( ) #* ,-#& ' " & 0 & ) * " & & " ! " " " & " & " & " & & & & 0 & .#& ' !" # # # " & '# " % :02/12/2019 3 ; 3 ? #& & A ? - - .#; ? - @ 3 4567 3 ; ? # ; !" ! # !"! C # &# &# &# & ! ! ! 7 # 8 )98 : ,! , % & ,% 222 ))) ;36? 3; /3 &8 / ;9 / 8 : *3 8 : *3 33 6 # # 4#
HOUSE FOUNDATION DETAILNOT TO SCALE1S501FOOTING STEP DETAILNOT TO SCALE2S501INTERIOR FOOTING DETAILNOT TO SCALE3S501TYPICAL STEPPED DOWN FOUNDATIONNOT TO SCALE4S501TYPICAL SUSPENDED SLAB PORCH DETAILNOT TO SCALESEAL:SEALALL:02/12/2019177 E. ANTELOPE DR. STE. BLAYTON, UT 84041PHONE: (801) 499-5054WWW.SILVERPEAKENG.COMSURVEY5CIVILPIER DETAILNOT TO SCALE6S501SUSPENDED SLAB DETAILNOT TO SCALE7S501WOOD FLOOR TRUSS DETAILNOT TO SCALE8S501WOOD FLOOR TRUSS DETAILNOT TO SCALES501SEARLE RESIDENCE9S501DATE:IDAHO FALLS, IDAHOSTRUCTURAL02/07/19PROJECT: 19-009DRAWN BY: WMREVISIONS:STRUCTURALDETAILSSHEET NUMBER:WOOD FLOOR TRUSS DETAILNOT TO SCALE10S501CANTILEVER DETAILNOT TO SCALE11S501BEAM CONNECTIONSNOT TO SCALE12S501DECK LEDGER DETAILNOT TO SCALE13S501GARAGE RETURN DETAILNOT TO SCALE14S501S501PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.
SHEARWALL CONNECTION DETAILNOT TO SCALE15S502TYPICAL BEAM CONNECTIONS DETAILNOT TO SCALE16S502ROOF FRAMING CONNECTION DETAILNOT TO SCALE17S502OVERBUILD DETAILNOT TO SCALE18S502GABLE END DETAILNOT TO SCALESEAL:SEALALL:02/12/2019177 E. ANTELOPE DR. STE. BLAYTON, UT 84041PHONE: (801) 499-5054WWW.SILVERPEAKENG.COMSURVEY19CIVILINTERIOR SHEAR WALL CONNECTIONNOT TO SCALE20S502INTERIOR SHEAR WALL CONNECTIONNOT TO SCALE21S502RIDGE DETAILSNOT TO SCALE22S502STEEL COLUMN DETAILNOT TO SCALES502SEARLE RESIDENCE23S502DATE:IDAHO FALLS, IDAHOSTRUCTURAL02/07/19PROJECT: 19-009DRAWN BY: WMREVISIONS:STRUCTURALDETAILSSHEET NUMBER:S502PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES.
shearwall schedule slab on grade control joints horizontal sheathing layout minimum nailing schedule seal: date: project: drawn by: revisions: sheet number: prior to starting construction, the contractor shall be responsible for making sure that all required permits and approvals have been
SOLID LINTEL Rebar is grade 60 steel ASTM 615 Concrete compressive strength is 3,000 PSI Rebar placement: Clearance from bottom: 1 1/2" Clearance from top: 1 1/2" Special rebar schedules available upon request. Lintel Length 30" to 68" Lintel Length 72" to 88" Lintel Length 90" to 96" Lintel Length 102" to 144" Lintel Length 30" to 64" Lintel .
Masonry lintel design is a critical part of an efficient structural masonry solution. The design of masonry . Figure 2: Steel lintel at bearing Figure 3: Masonry lintel intersection masonry jamb. 2020. Lintel design criteria for all tables below: - Masonry design is based on f'm 2500 psi, strength design, and is designed using NCMA .
The composite design means the lintel is very stable during installation, allowing it to be installed in the same way as a standard steel lintel with no propping required. Lintel design has been completed in line with EN 845-2. Structural Testing was carried out by the University of South Wales following EN 846-9. The University of South Wales is a
through a standard lintel can account for approximately 6%* of the overall heat loss through the fabric of the house. Using a Hi-therm Lintel reduces this figure to 0.25% virtually eliminating thermal bridging. * based on a default lintel Psi value of 0.5 W/m.K 0.03-0.06 Up to 5 times more thermally efficient than a standard steel lintel.
the lintel span, the lintel depth cannot exceed the height of masonry above the opening. In addition, if . load is transferred to the lintel with a 60 degree angle, the length over which the concentrated load is distributed on the lintel is given by: L . which is provided in Table 3.1.8.2.1 of the MSJC code. For lintels and other beams, the .
CLEAR SPAN 32 FEET LINTEL DEPTH, 30 Dg (inches) NUMBER OF BARS AND BAR SIZE IN TOP AND BOTTOM OF LINTEL STEEL YIELD STRENGTHh, f y(psi) DESIGN LOADING CONDITION DETERMINED FROM TABLE R611.8(1) 1 2 3 40 5 7030 Maximum clear span of lintel (feet - inches) 8 Span with
The Keystone Lintel range has safe working loads as detailed in each applicable loading table in our Lintel Range and Loading tables, pages 11-53. The structural performance figures within each table have been ascertained by testing in accordance with the requirements of standards BS 5977 Part 2 1983 and BS EN 845-2:2003.
Lintel schedules from drawings Structural calculations for Building Regulations approval General advice on the use of lintels in uncommon situations (e.g. reduced end bearings, point loadings etc) - use the 'Lintel Enquiry Fax Form' on page 19. Special lintel design Technical Department Hotline: 01429 866655 4
