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TYPE DESIGNATION <br />#5RE <br />BAR ATTOP <br />GENERAL INSTALLATION NOTES <br />F =FILLED WITH <br />IN.. <br />(1) REQ'D <br />1. Provide full mortar head and bed joints. <br />GROUT / U = UNFILLED <br />1/2" <br />2. Shore filled lintels as required. <br />a A <br />R = RECESSED <br />CLEAR <br />3. Installation of lintel must comply with the architectural and/or structural drawings. <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />QTY. #5 <br />vertical cell reinforcing and grouting. <br />R <br />REBAR @BOTTOM <br />5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and <br />OF LINTEL CAVITY <br />M.U. <br />longer with a nominal height of 8" meet or exceed U180. <br />a <br />° <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />s <br />' <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />8 F 16- B/ 1 T <br />a <br />° <br />8. Cast -in -place unit concrete maybe provided in composite lintel in lieu of concrete <br />masonry units. <br />a0 <br />0 <br />° <br />° a <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />L6 <br />z <br />° , <br />GROUT <br />10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. <br />tNOMINAL. <br />to <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 ASTM C-926 or other approved <br />WIDTH #5 REBAR AT <br />TOP <br />° O <br />BOTTOM OF <br />LINTEL CAVITY <br />coating. <br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />NOMINAL- <br />OTTOM REINFORCING <br />loads shoud be checked for combine loading with the following equation: <br />HEIGHT <br />PROVIDED IN LINTEL <br />Applied vertical load Applied horizontal load 1 <br />+ <br />7-5/8"ACTUAL <br />(VARIES) <br />Safe Vertical load Safe horizontal load .O <br />8" NOMINAL WIDTH <br />MATERIA s <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 w/ 7. 270 low relaxation. <br />4. maximum 3/8" aggregate and 8" to 11" slump. 7/32 wire per ASTM A510. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ 8. Mortar per ASTM C270 type M or S. <br />minimum net area compressive strength = 1900 psi. <br />01 <br />UO <br />O O7 <br />O O <br />8F8-1B/1T 8F8-0B/1T ' <br />O O O O O O O O <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 81=16-0131/1T :O <br />© O O 0 81=20-1 B% T 8 20-06% T <br />O <br />r � <br />nD nD nD nD nD nD nD nD I <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=V-0" <br />Cl <br />. d. <br />.�D <br />O O <br />8RF6-0B/1 T <br />'ate <br />• L <br />- O,� <br />a. <br />0, <br />O 0 <br />O <br />8F20-1 B-2T <br />O O <br />O 0 <br />8F24-1B/1T <br />8F24-0B/1T <br />O <br />O <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' 1.1/2" CLEAR <br />Lu <br />w <br />V a�i C.M.U. <br />�o <br />rn0m <br />Qtr� <br />F +LS,' w <br />pU)a� <br />orn�U <br />o w CO in #5 REBAR AT BOTTOM <br />H Q O o MIN. (1) REQ'D <br />rnLL-C <br />------------- <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 cemenbtiuos coating. See contractor specifications <br />OMIN. (E)MIN. <br />E <br />(�)MIN. MIN. O <br />MIN. MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN. <br />c+7 <br />N <br />0 <br />N <br />oO <br />CO <br />Q <br />m <br />a� <br />d.. <br />_., <br />..' <br />:g c, <br />L <br />c: E, <br />N <br />0 <br />N <br />v <br />.��C•�' 1d5•�, .a�'a•A <br />No -I <br />oU <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 />Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0 <br />W <br />Q <br />v EE <br />m <br />N <br />1,0 <br />� <br />ti <br />Q <br />M ik LL <br />ra. <br />JLLIl. 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