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-- <br />U00 <br />., • - v• <br />_O O O O O O <br />8F8-1B/1T 8F8-0B/1T = 8RF6-0B/1T <br />0 0 0 0 0 0 0 0 <br />8RF14-16/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T O °•, <br />© OD O O O O O O O O <br />8F20-16/1T 8F20-OB/1T :O. 8F20-1B-2T <br />OO 8F24-1B/11T 8FF24-06/ T <br />O O <br />GJ�V_ 0<A00 <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />F = FILLED WITH <br />IN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />0 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />i <br />W <br />a <br />.M.U. <br />J <br />° <br />6F16— B/1T <br />< <br />F <br />z <br />a <br />GROUT <br />tNOMINAL. QUANTITY OF <br />° <br />5REBAR AT <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL- <br />O <br />OTTOM REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-5"' ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />MATERIALS <br />is precast lintels = 3500 psi. <br />Pc prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />4taximum 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 L/360 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 />—Safe O <br />verticalload 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 />ooVrn <br />1n0X <br />(nom <br />ui <br />xowww <br />c�� <br />0K <br />Q 0 1P <br />Z z i �--- #5 REBAR AT BOTTOM <br />r MIN. (1) REQ'D <br />N LL <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 />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 />2ND FLOOR LINTEL PLAN <br />SYMMETRICAL <br />MIN. OMIN. <br />E0 <br />MIN. (�) <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SYMMETRICAL <br />LU <br />�!:- C:D <br />Q. <br />l_ O <br />C rO U N <br />-a m x <br />N O (p <br />.CX <br />3 cn <br />L <br />y cK .co y. <br />�� <br />�o <br />a� <br />L <br />0 <br />N <br />4.1 <br />L] <br />�y'• <br />��•`�/!/Iel(IItt1�V1���s' <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's <br />signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />to <br />a <br />O <br />C 20 N N ti <br />Q <br />,^ <br />13 <br />N O qy � u_ <br />C M a J <br />J U W <br />J (L <br />d <br />Z <br />(0 C <br />L m �o <br />n <br />W <br />0 <br />��°'a? O W <br />Z <br />0 <br />N ZLL <br />Z <br />ad <br />N C 3 <br />U <br />U <br />W <br />❑ ❑ <br />U <br />z <br />rz G <br />-2 <br />o <br />(D <br />u- <br />{ <br />4-1 <br />�[ <br />0 <br />C <br />n <br />O <br />N <br />�N <br />e- <br />flo <br />t- <br />U c <br />8 <br />1, <br />S <br />U o <br />C U3 <br />Q v°Di o <br />r. Q <br />r_ <br />Mw <br />¢ <br />Z <br />M <br />O � <br />q <br />0I <br />=o <br />s° <br />aLL <br />,� <br />aR <br />z® <br />a OI <br />E V <br />(p <br />a� <br />XO <br />wa <br />UO <br />Z <br />D <br />CL <br />% U <br />eFoZ <br />° <br />U <br />cli <br />N�i <br />�x4�r <br />Z <br />� � <br />J <br />�n0 <br />¢ ° <br />sZ <br />Z <br />8 <br />L <br />50 <br />U <br />W <br />CL � <br />ii <br />�o <br />a <br />a w <br />� <br />U <br />� <br />o <br />- <br />o <br />e�o <br />c O <br />0 <br />i <br />7 <br />2 <br />U <br />� <br />W <br />co <br />�...� <br />CN <br />H <br />� <br />O <br />� N <br />T� <br />N <br />LLn <br />IN <br />t- <br />CL <br />LO <br />OCV <br />60 <br />vJ ° <br />0 <br />U <br />_ <br />+r <br />� <br />N <br />CV <br />F— <br />d <br />LO <br />S� <br />Oto <br />04 <br />oo O <br />CD <br />c6 <br />Q <br />C,4 <br />r- <br />ui <br />M <br />1 <br />� <br />M <br />04 <br />o <br />Z <br />Z <br />E <br />r <br />Co <br />c <br />Co <br />a <br />E U <br />_j <br />a? <br />Q p <br />c <br />JOB <br />NO: 22-12493-12498 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L 1 <br />Y 4rr' <br />