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0 <br />0 <br />0 0 <br />8F8-1 B/1 T <br />O <br />0 0 <br />8F8-0B\J/1 T <br />0 0 0 0 <br />0 0 <br />8RF14-1B/1T8RF14-0B/1T <br />8F16-1B/1T <br />c0 O <br />O <br />° <br />0 <br />81=20-013/1T <br />O <br />0 0 <br />° e <br />0 0 <br />8F16-0B/1T <br />O0 <br />81=20-113/1T <br />O <br />TYPE DESIGNATION <br />#5REBAR <br />ATTOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT U = UNFILLED <br />-1/2" <br />a d <br />R = RECESSED <br />CLEAR <br />CITY. OF #5 <br />d <br />REBAR @ BOTTOM <br />d <br />OF LINTEL CAVITY <br />M.U. <br />a <br />Q <br />w <br />d° d <br />8 F 16— B/ 1 T <br />a= <br />° <br />A <br />T <br />z <br />d d <br />d ° <br />GROUT <br />tNOMINAL L QUANTITY OF <br />d <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL -BOTTOM <br />REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-5/8"ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />MATERIALS <br />8c 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 />2.70 low relaxation. <br />7/32 wire per ASTM A510. <br />91ortar 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 L/180. <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 />uu C.M.U. <br />coo10 <br />n(jX <br />wpm <br />2 w0 W 10 <br />wcn0z <br />rl. J <br />CCw¢N <br />A w (n _ ` #5 REBAR AT BOTTOM <br />O MIN. (1) REQ'D <br />rnw� <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 />8F24-1 B/1 T <br />0 <br />6 <br />O <br />0 ° 0 <br />8F24-0B/1 T <br />0 <br />=.o ao. �. <br />_ °'° . 0 0 <br />8RF6-0B/1 T <br />to, <br />0 <br />8F20-1 B-2T <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 />r. l <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />E <br />SYMMETRICAL <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />I <br />tV a <br />W <br />V C N f� N <br />o Zc <br />H tO -O l <br />N O {p <br />as <br />_ap <br />a�2 <br />N ,-0 <br />C <br />m <br />Q, U <br />u- <br />O <br />M <br />N <br />O <br />CV <br />co <br />,.; Z <br />4 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Flodda Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />; <br />*s r i,fisr�f� H <br />E <br />o <br />p O N N <br />O M O u� <br />O N m <br />P <br />V N O <br />r rn <br />#k <br />c <br />$r J <br />R3S>' ® aD f!) ik LL, Lei <br />N in N o az a w <br />N m W - <br />a muiL a O <br />ZO <br />Zmac m o O <br />O O <br />W ��°'�'°' J Z <br />00 o o w <br />g L M Z U N H <br />N C7 <br />O � <br />CO N <br />� o <br />J <br />cl- <br />rNi <br />to Z v <br />� o <br />01/ LL <br />� <br />�cn <br />�/ w <br />a <br />U —� <br />OLU g <br />toLn c" <br />c� <br />LJJCU <br />J <br />ppE <br />I <br />li s.f O N <br />C✓_ N <br />0 <br />®® <br />N m <br />o <br />J <br />w <br />c0 <br />M <br />Z <br />o< <br />z <br />Z <br />U- <br />zo <br />g <br />> m <br />Z a <br />O <br />@ V <br />o� <br />wz <br />z© <br />❑a <br />RS <br />�0 <br />�o <br />d C <br />Q <br />p < <br />LC- <br />° z <br />o <br />0 <br />a z <br />lY <br />� rm <br />C <br />¢ O <br />z <br />3Y <br />ONo <br />ro g <br />F O <br />O� <br />m <br />¢w <br />3 <br />0 <br />z <br />go <br />c� <br />� ? <br />a <br />oW <br />o <br />M <br /><o <br />aLL <br />�- <br />nZ <br />ti3 <br />zr <br />�10o <br />o <br />w, <br />>a0 <br />MJM <br />V <br />OI¢ <br />r <br />U <br />C <br />o r <br />00 <br />ai <br />rn <br />N <br />I` <br />N <br />L <br />t— <br />M <br />CO oo <br />00 <br />LO <br />T <br />� <br />r <br />U <br />LO <br />CD <br />00 <br />r <br />'' ^� <br />VJ m <br />OO <br />r <br />I— <br />O <br />L0 <br />M <br />L0 <br />C <br />CD o <br />O <br />07 <br />T <br />N <br />LS') <br />Cfl <br />OO <br />T <br />ui <br />z <br />w N <br />' LO <br />o <br />Z <br />E Q U) <br />`m <br />c <br />E <br />c <br />a.0 <br />J Q ❑ <br />J <br />JOB <br />NO : 23-12154-12159 <br />SCALE : AS NOTED <br />SHEET NO. <br />L 1 <br />rI» , I- <br />i - I...-F i .- 11 il liW ..1.i:ilk. ifA illdi E.Aiu ilIL ..fi <br />