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O Os — OD 0 <br />0 <br />I - U-1 <br />O O O O = <br />8F8-1B/1T 8F8-0B/1T <br />O ® U6, <br />e U6, <br />a° <br />O O O O O O O D <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T <br />© O EO O <br />0 8RF6-0B/1T <br />'0, Uo", <br />O 01 O O O O <br />81F20-113/1T 81F20-013/1T U6,8F20-1B-2T <br />O O O 0 8F24-1 B/1 T 8F24-OB/1 T <br />OO <br />:0:1 <br />01 <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J W <br />8F16- B/1T <br />� 0 <br />,n <br />z <br />rQUANTITY <br />tNOMINAL OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />tic precast lintels = 3500 psi. <br />Pc prestressed lintels = 6000 psi. <br />§routed per ASTM C476 flg = 3000 psi w/ <br />rhaximum 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 />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR <br />AT TOP <br />#5 REBAR AT TOP <br />MIN. <br />(1) REQ'D <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />a ° <br />�LEAR <br />O <br />a <br />.M.U. <br />C.M.U. <br />coC) rn <br />i?j0X <br />r O <br />Pco <br />O <br />° ° <br />U) <br />d <br />a <br />GROUT <br />F <br />QDOz <br />d <br />_ <br />J <br />° <br />5 REBAR AT <br />o (n <br />° O <br />BOTTOM OF <br />a U <br />LINTEL CAVITY <br />0 W <br />z <br />5 REBAR AT BOTTOM <br />o <br />BOTTOM REINFORCING <br />Q ¢ x <br />LL p o <br /><% � ` <br />u <br />MIN. (1) REQ'D <br />PROVIDED IN LINTEL <br />1, (VARIES) <br />7-5/8"ACTUAL <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 />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 L/180, <br />6. Bottom Feld 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 maybe 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 />Lintels loaded simultaneous) with veritcal (gravity and uplift) and horizontal lateral <br />12. Y (9 Y P ) (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load . O <br />Safe vertical load Safe horizontal load <br />SYMETRICAL <br />n rD rD rD) nD rD) rD CD <br />2ND FLOOR LINTEL PLAN_ <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 />n ( n n <br />O E I I <br />O O <br />MIN. MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1 °-0" <br />SYMETRICAL <br />51�9 ik 3�SA� . <br />R q °6�aWtl Xa FFpa���k4 <br />C) <br />•� <br />t,. <br />' <br />40 <br />i <br />�<• <br />larsr)itfi)R's <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications <br />contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's <br />signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />H <br />v <br />ti <br />W <br />N <br />E <br />O <br />m 8 J <br />LL <br />♦� <br />N 0 <br />� C (O W � <br />® <br />N <br />.NO. <br />S ao N a <br />Z° 1 o <br />Q <br />13 <br />nl <br />' <br />cg J LL O W <br />-J W W W = LL <br />CD <br />Z <br />coC: LL0U) <br />i <br />W <br />Y"'q� of, <br />3 (6 N �_ D �y <br />O Co <br />� � <br />W <br />Z <br />0 � m W W <br />0 NZQ8J <br />ch <br />O <br />(,i <br />Z <br />N <br />Q oY U) <br />O U U <br />W <br />vvi <br />N M <br />� O <br />2 <br />N <br />O <br />� <br />Q � <br />J <br />r <br />^ <br />, <br />W <br />0o <br />C) <br />J <br />O� <br />V) <br />�Nca <br />w o0 <br />r? y <br />c <br />LU <br />E <br />L <br />Q 0 <br />N <br />I� <br />Q <br />co <br />W <br />co <br />M <br />w <br />zo <br />2 <br />IlkQ <br />U- <br />ca E <br />E <br />zo <br />�o <br />o <br />zN <br />¢" <br />zp <br />u <br />Ica "_' (6 <br />K <br />¢� <br />10 <br />< <br />O E <br />d0 <br />wo <br />0aZ <br />r <br />L <br />r4 <br />¢ p <br />2 <br />J <br />m 0 <br />C/) <br />o Y <br />0 <br />ZV- <br />N <br />m <br />aw <br />O- <br />oa <br />wLL <br />zz <br />50 <br />a <br />mw <br />U <br />a? <br />o <br />=3r <br />C1 <br />� <br />Vim-- <br />oir. <br />z <br />a r <br />o— <br />.o T <br />> <br />T <br />7 <br />rn <br />( <br />c6 <br />N <br />CD <br />IIVI <br />Cv <br />cvl�oli <br />L f) <br />o <br />L0 <br />T <br />C m <br />O <br />CXD <br />�-- <br />E N <br />N <br />CD <br />=3 <br />O <br />< L'o^ <br />� <br />LO <br />OO <br />L / <br />N <br />M <br />+>. <br />o <br />O <br />z <br />Z <br />=$ <br />E O <br />N <br />M <br />a CU <br />E <br />U ° <br />N <br />Q p <br />JOB <br />NO: 22-03339-03346 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L 1 <br />