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LINTEL PLAN NOTES: <br />jINFO° �' :p• ° p p••; p' p•- p• - °°'O �' 1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />oI U-1 <br />RMATION ONLY. <br />0 0 0 0 = ° ° 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />8F8-1B/1T 8F8-013/1T ; = 8RF6-OB/1T <br />O ®U161, <br />. ° © TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />0 0 0 0 0 0 0 o BETWEEN THE LINTEL 8t THE BOND BEAM SHOULD BE <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T U,O0• <br />© O © O o o o - U6 <br />o U." o o COORDINATED WITH THE ELEVATION DRAWINGS <br />8F20-1B/1T 8F20-06/1T 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR <br />0 0 8F24-1B/o 80 a-oB/0 © 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 />a� <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />/2" <br />J�Ll <br />G ° <br />R = RECESSED <br />EAR <br />QTY. OF #5 <br />° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />a <br />.M.U. <br />au' <br />°° ° <br />8 16- B/1 T <br />o <br />° <br />z <br />a , <br />GROUT <br />tNOMINAL.QUANTITY OF <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />C O <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL- <br />o <br />OTTOM REINFORCING <br />HEIGHT <br />D IN LINTEL <br />7-518"ACTUAL <br />(VARIES) <br />8 NOMINAL WIDTH <br />MATERIALS <br />tc precast lintels = 3500 psi. <br />2c prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />Maximum 3/8" aggregate and 8" to 11" slump. <br />!Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />270 low relaxation. <br />7/32 wire per ASTM A510. <br />Mortar per ASTM C270 type M or S. <br />GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <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 />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed U180. <br />6, Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />masonry units. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />coating. <br />12, Lintels loaded simultaneously with vertical (gravity and uplift) and horizontal (lateral) <br />loads should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load / <br />O <br />Safe vertical load Safe horizontal load — . <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />J <br />W <br />C.M.U. <br />n00 <br />N Q m <br />ZLu <br />ZbWJ <br />W <br />Q J <br />N <br />Lu <br />Z w i EBAR AT BOTTOM <br />x IN. (1) REQ'D <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 cementitious coating. See contractor specifications <br />ON <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />I nD nD nD nD nD nD <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />OMIN. OMIN. OMIN. <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=V-0" <br />SYMMETRICAL <br />c <br />iV <br />o� <br />`r 4) <br />G. <br />c_ <br />O <br />d V <br />O <br />M <br />N <br />O <br />N <br />111lt!;• <br />o <br />No . i^ i 5o <br />i�•' S T ArE (IF <br />UA-/ <br />•+ lam. <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 Florida Building Code - <br />Residentiai <br />7th Edition. 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OU <br />¢ " <br />T Z <br />2wo <br />$ <br />gw <br />a O <br />a Z <br />z <br />N <br />W <br />pT <br />d� <br />F <br />r� <br />_ <br />4 Y <br />H <br />F <br />� � <br />a <br />v <br />.51 <br />°3 <br />C O <br />O <br />T) <br />U <br />M <br />m <br />CV <br />O <br />H <br />L0 <br />cCN <br />M O <br />o <br />Ill') <br />:3N <br />14 <br />C a <br />T <br />`1 <br />fl. <br />Cr Y <br />U E <br />O <br />60 <br />W m CCU <br />o <br />rCN <br />F— <br />O LID <br />LO <br />M M <br />LO <br />.Q O <br />LO <br />ca <br />CD N <br />Q <br />LC) <br />cM <br />N <br />d <br />Z <br />(a <br />Z <br />' <br />E T 2 <br />E d <br />M <br />a <br />J Q p <br />JOB <br />NO: 23-00582-00577 <br />SCALE : AS NOTED <br />SHEET NO. <br />L 1 <br />