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LINTEL PLAN NOTES: <br />jo <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />• INFORMATION ONLY. <br />0 0 0 0 0 0 <br />8F8-16/1T 8F8-0B/1T 8RF6-OB/1T 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 />0 0 0 0 0 0 0 o BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T '�- U <br />© O O 0 0 0 0 COORDINATED WITH THE ELEVATION DRAWINGS <br />8F20-113/1T 8F20-013/1T 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR <br />O © aF2a 8� 4-06/� Q COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />0 DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />1/2" <br />a <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />W <br />8 F 16— BM T <br />Lh <br />z <br />to <br />° , <br />GROUT <br />tNOMINALL QUANTITY OF <br />° <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />a O <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL- <br />° '-W—BOTTOM <br />REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7.5/8"ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />AT RIALS <br />1fc precast lintels = 3500 psi. <br />Sc prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />Onaximum 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 C <br />O <br />Safe vertical oad Safe horizontal load — . <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />Lu <br />W <br />d C.M.U. <br />cox <br />U)om <br />aXJ <br />W. <br />O U) r <br />� N <br />V H <br />p wW to L6 #5 REBAR AT BOTTOM <br />MIN. (1) REQ•D <br />NLLOEr <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 />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />MIN, MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1 •-0" <br />SYMMETRICAL <br />a <br />il` O <br />a <br />� <br />fl co K <br />m o <br />N N O 10 <br />Q C'V x <br />� N <br />d�=a <br />3 �- <br />m <br />9 dClio A <br />N Q-0 <br />C <br />Ao <br />Q u <br />L <br />w <br />......... <br />4 <br />CIJ <br />n <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 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural englneedng portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />0 <br />g 0 8 <br />0 <br />C.0 � <br />i <br />M rNi v 2s LL a a <br />a LL <br />tit u- <br />O <br />Z M g O <br />m <br />. N ep <br />J <br />°' J <br />W <br />Z <br />IL ILWZ p[�pi� <br />M W H <br />V (14 <br />Vim 0 i.i ❑ ❑ ❑ <br />W <br />z � <br />z � <br />a v' <br />(^3—J )' CD I <br />cn <br />(� w <br />V a <br />u s <br />IO �y <br />wigz <br />sm <br />o <br />E <br />0 <br />a <br />fQ <br />w <br />❑❑� <br />W 4 <br />yY <br />0 <br />Z <br />L <br />Cn ry <br />'17 C <br />z <br />�x <br />o <br />Uir <br />a <br />° <br />zz <br />�w <br />W <br />s� <br />J <br />ai <br />M <br />O <br />c O <br />O <br />W <br />N <br />ro <br />N <br />M <br />CO I l <br />dam! <br />Lr7 <br />Q <br />T E <br />r <br />s <br />r <br />00 <br />U) m U <br />0CD7 <br />L O <br />cM <br />Ln <br />o <br />N <br />G,O <br />O M <br />LO <br />T <br />Z <br />1 M <br />`m <br />E 0 <br />E <br />a <br />o cc <br />U � Q 0 <br />� <br />JOB <br />NO: 23-05701-05706 <br />SCALE : AS NOTED <br />SHEET NO. <br />L 1 <br />