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V=a(�U�A <br />TYPE DESIGNATION <br />#5REBAR <br />ATTOP <br />GENERAL INSTALLATION NOTES <br />F = FILLED WITH <br />MIN. <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 ° <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. OF #5 <br />vertical cell reinforcing and grouting. <br />REBAR @ BOTTOM <br />O <br />° <br />5, All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and <br />OF LINTEL CAVITY <br />i <br />a <br />M. U. <br />longer with a nominal height of 8" meet or exceed L/180. <br />w <br />. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />a <br />x <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />8 F 16- B/ 1 T <br />¢ <br />z <br />° <br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />masonry units. <br />° ° ° <br />La <br />p <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />z <br />° ° <br />GROUT <br />10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. <br />tNOMINAL.QUANTITY <br />° <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have <br />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 />° C <br />BOTTOM OF <br />LINTEL CAVITY <br />coating. <br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />NOMINAL <br />° <br />BOTTOM 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 <br />-4Safe O <br />7-5/8"ACTUAL <br />(VARIES) <br />Safe vertical load horizontal load - . <br />8" NOMINAL WIDTH <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 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 />0 <br />o <br />O 0 <br />8F8-1 B/1 T <br />O <br />d� e <br />O 0 <br />8F8-0B/1 T <br />ae <br />00 <br />a. <br />O- <br />. O, <br />0 0 <br />O o <br />0 0 <br />8RF14-1B/1T8RF14-0B/1T <br />8F16-1B/1T <br />© © <br />O <br />d'Po <br />O 0 <br />8F16-0B/1T O- <br />O0 O O O <br />81=20-113/1T 81`20-013/1T <br />---------------------------------------- <br />I I <br />� FDJ FD nD (D) FDJ FDJ nD nD I <br />1 <br />Cl <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=V-0" <br />vv <br />o <br />-vUP; <br />' <br />O 0 <br />- 8RF6-0B/1T <br />dv <br />:0-o <br />O O <br />0. <br />8F20-1 B-2T <br />0 0 <br />0 0 <br />8F24-113/1T <br />8F24-OB/1T <br />OOO <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 (U-)" 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 />-= <br />w <br />uJ <br />Ii- C.M.U. <br />co U U) <y <br />x <br />U)P <br />U)W 2 W W � ^ <br />a0)3F <br />w0)Oz <br />o�aCo <br />� U.1 <br />a¢ (1) �a �� #5 REBAR AT BOTTOM <br />Q - _ - MIN. (1) REQ'D <br />V1LLOX J <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 />OMIN. OMIN. O M I N. MIN.O <br />MIN. MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />cN�r <br />G� <br />� <br />P <br />�► > =a <br />® > w <br />0 <br />cc V N <br />'aoox <br />y cLl-a <br />ac o <br />W -p N t <br />W o <br />x `r N Y <br />Ze °' W <br />E c <br />ac 3 co <br />N d � <br />c E <br />ro o <br />G U <br />i <br />o / <br />aMr,�,� <br />D,���n6tA��i�aCr�Mft <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />An Edition. 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