Laserfiche WebLink
<� QUM< O<K:�, <br />TYPE DESIGNATION <br />REBAR <br />AT TOP <br />GENERAL INSTALLATION IN TES <br />F = FILLED WITH <br />IN. <br />(1) REQ-D <br />1 . Provide full mortar head and bed joints. <br />GROUT / U = UNFILLED <br />1 12" <br />2. Shore filled lintels as required. <br />R RECESSED <br />4 <br />EAR <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />-- <br />0 <br />4. U-Untels are manufactured with 5-1/2" long notches at the ends to accommodate <br />QTY. OF #5 <br />vertical cell reinforcing and grouting. <br />REBAR @ BOTTOM <br />5. All lIntels meet or exceed U360 vertical deflection, except lintels 17'-4" and <br />OF LINTEL CAVITY <br />-90--C. M. U. <br />longer with a nominal height of 8" meet or exceed Ull 80. <br />4 <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />LU <br />= <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />ts t- 16- EB/1 T <br />-j <br />8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete <br />masonry units. <br />2 <br />`4 A <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />GROUT <br />10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. <br />tNOMINAL. <br />11, The exterior surface of lintels Installed in exterior concrete masonry walls shall have <br />QUANTITY OF <br />--#5 REBAR AT <br />a coating of stucco applied in accordance with ASTIM C-926 or other approved <br />#5 REBAR AT <br />WIDTH <br />TOP <br />0 <br />0 <br />BOTTOM OF <br />LINTEL CAVITY <br />coating. <br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />NOMINAL- <br />0 <br />��PROVIDED <br />BOTTOM REINFORCING <br />loads shoud be checked for combine loading with the following equation: <br />HEIGHT <br />IN LINTEL <br />Applied vertical load Applied horizontal load <br />+ <1 <br />7-5/8"ACTUAL <br />t <br />(VARIES) <br />Safe vertical load Safe horizontal load .0 <br />- <br />F'NOMINALWIDTH <br />MATERIALS <br />1. fc precast lintels 3500 psi. 6. Rebar per ASTM A615 Grade 60. <br />2. fc prestressed lintels = 6000 psi. Prestressing strand per ASTM A416 grade <br />3. grouted per ASTM C476 fg = 3000 psi wl 7. 270 low relaxation. <br />4. maximum 3/8" aggregate and 8" to 11 " slump. 7/32 wire per ASTIM A51 0. <br />5. Concrete masonry units (CMU) per ASTIVI C90 wl 8. Mortar per ASTM C270 type M or S. <br />minimum net area compressive strength = 1900 psi. <br />H <br />N <br />0 <br />0) <br />0 0 <br />8F8-1B/1T <br />(k <br />0 0- <br />8F8-0B/1T <br />9) <br />f <br />D <br />8RF14-1E1/1T8RF14-0B/1T 8F16-1B/1T <br />(b) <br />0 <br />8F16-OB/11T .0, <br />U " U-- --'� <br />0 0 <br />81=20-113)"IT 8F20-013/1T <br />nD nD nD nD nD nD nD CD) I <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'.0" <br />Cl <br />Cl <br />10 <br />0 0 <br />8RF6-0B/1T <br />to 0J <br />8F20-1 B-2T <br />01 <br />(V) <br />11-'%� <br />81F24-11B)"IT <br />8F24-0B/1T <br />T <br />(9) <br />LINTEL PLAN NOTES: <br />1 THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ*D- 1-1/2" CLEAR <br />uJ <br />6 C.M.U. <br />Lu <br />0 <br />uW, REBAR AT BOTTOM <br />Z X Z MIN. (1) REQ-0 <br />< 7, <br />LL �- CC <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />1. Refer to manufacturer's specifications for Installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />Refer to manufacturer's specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />4. Lintel depth to match precast depth. One #5 Bar required top and <br />bottom of all Powers Steel lintels. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitiuos coating. See contractor specifications <br />(�)MIN. (�)MIN. (�)MIN. MIN.(� <br />MIN. MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=V-0" <br />001111 <br />UJ <br />= <br />C= <br />g co <br />92. 4J C12 <br />CC C-4 <br />CC C2 <br />CC <br />C2 t5 -ai: <br />C"> <br />C14 <br />C14 <br />C-4 <br />N <br />1.1% p�- LE <br />o -% c E Ns <br />C <br />0 P,971 <br />3 <br />5-TATE OF <br />10 <br /><CIO* n A ':Z:' <br />\ % <br />.......... C', % <br />A <br />To the best of the Engineers knowledge, Information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Fiords Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />W <br />C) 1) <br />C:5 <br />0 <br />U) LL <br />NO CUL, Lu <br />Z <br />LL Z <br />--d- 0 <br />`ffi c: <br />0 0 <br />W <br />M ct" <br />:e <br />= M <br />to-) <br />W <br />Z <br />Z <br />00 Z or LLJ <br />Z <br />E <br />W <br />:2,- Z6 <br /><C <br />Ln <br />C A <br />Q) <br />0 <br />in <br />, <br />LLI <br />V) <br />C�-- <br />< <br />E <br />0 <br />Ze <br />E <br />< <br />oo <br />< <br />Z <br />CO <br />W <br />C: Z <br />Z <br />wo <br />9 <br />Z <br />(3) <br />zZ <br />U, <br />W <br />C18 <br />C, <br />M <br />-4- <br />0 <br />co 00 <br />CN <br />C.'r) <br />00 <br />L0 <br />C37 <br />60 <br />co <br />oo <br />0 <br />C%4 <br />F- <br />M <br />C14 <br />L0 <br />-6--t <br />7= <br />.0 <br />0 <br />0 <br />C14 <br />LO <br />C=:) <br />=5 <br />< <br />0 <br />LO <br />E <br />0 <br />Z <br />r- <br />cc <br />E <br />E <br />LD <br />M <br />CL <br />JOB <br />NO: 23-13121-13124 <br />SCALE : <br />AS NOTED <br />SHEE7 NO. <br />L 1 <br />