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H- 11 , __l I tl I I, Ir I <br />rn <br />0000 <br />C14 <br />L0 <br />L0 <br />O <br />C) <br />rn <br />CN <br />L0 <br />Lr) <br />L0 <br />L0 <br />V) <br />_t� <br />0 <br />Q "n <br />C ;1 <br />C) <br />C1. <br />E <br />0 <br />E <br />0 <br />0 <br />Qi <br />LZ <br />E2 <br />C_.) <br />ri <br />=3 <br />C I n <br />0 <br />r 7' <br />C3 <br />04 <br />(n <br />00 <br />ca <br />O <br />CN <br />00 <br />0.11 <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 L1360 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 veritcal (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 vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />7MT A., FORM & GROUT SOUR <br />a" <br />L 0 0 0 0 <br />C? w <br />8F8-1B11T 81`8-0/11T 8RF6-0B/1T <1 <br />1 10 0 10 0 #5 BAR CONT. <br />8RF1 4-1 B/1 T 8RF 1 4-OB/1 T 81`116-013/1T 8F16-1B/1T <br />V 8F12-1B/1T <br />0 0 <br />8F20-06/1T <br />"V" LINTEL DETAIL <br />FT-7, R 1`7��.,.. 1!47 .:.T!l SCALE = N.T.S. <br />OM <br />on <br />18 <br />me <br />11 <br />0 <br />N a <br />00 <br />0 <br />0 <br />IN <br />0 <br />10 <br />so <br />1 N <br />11 <br />on <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />F = FILLED WITH <br />IN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />-1/2" <br />4 <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />F_ REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />4 <br />4q 4 <br />8F16 B/1 T <br />U <br />Qq <br />F <br />A <br />4 4 <br />0 <br />-GROUT <br />tNOMINA QUANTITY OF <br />4 <br />5 RE BAR AT <br />WIDTH #5 REBAR AT <br />0 <br />BOTTOM OF <br />TOP <br />LINTEL CAVIT <br />NOMINAL- <br />0 <br />-BOTTOM <br />HEIGHT <br />REINFORCING <br />7-5/8"ACTUAL <br />LPROVIDED IN <br />8" NOMINAL WIDTH <br />LINTEL <br />(VARIES) <br />MATERIALS <br />7_rc`_pr_ec=asinteIs = 3500 psi. <br />2. fc prestressed linters = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL, (SEE LINTEL PLAN FOR SCHEDULE) <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />1-1/2" CLEAR <br />MIN, (1) REQ'D���� <br />4 Ir C.M.U. <br />FJ: 10 <br />CL U) <br />Lu UJ 0 (In (Jn <br />Lw) "7 X L <br />(r L) 0 <br />Ir co Z <br />LL <br />LU <br />do -#5 REBAR AT BC <br />ie .: Lu AS INDICATED <br />R <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 at top <br />see lintel plan/details for bottom steel required <br />5. A bonding agent must be applied to the Steel Box linters prior to <br />applying the cementituos 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 />F <br />4'-6" LL <br />'LL <br />L <br />E <br />7'-4" LL <br />L <br />MIN. <br />ILL <br />LINTEL PLAN - ELEV-A1 <br />SCALE: Y4"=1'-0" <br />C_J <br />C-A <br />�a <br />00 <br />C-4 <br />C) <br />In <br />CZ C= <br />_1:3 C`1 <br />ci__ <br />cc <br />3 W <br />7 t__ C=� <br />CO Ca <br />"I <br />J7; <br />CL <br />o f <br />vVI, <br />7 <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 An Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal <br />W <br />E <br />c) M <br />0 <br />C', C) c: <br />go <br />00 <br />3 LO . <br />r- i- W) <br />CIJ 0 <br />cc LL Lu <br />Z <br />cr) a NC <br />N iD 0 <br />W <br />0 <br />8 <br />W <br />L16 3 <br />0 <br />0 <br />u') Z <br />(714 M <br />< <br />60 < L) <br />Z <br />W <br />Q W <br />El <br />0 <br />9ii-OF <br />L4() <br />(1) <br />4-1 <br />cri <br />0 <br />LU <br />Ln <br />< <br />C:" <br />U_ <br />E <br />E y <br />R3 <br />CL <br />U1 <br />Z <br />:D E <br />CV <br />0 <br />.4 <br />m <br />t <br />=3 <br />C/) <br />0 <br />Z <br />C-2 <br />0 <br />W <br />6, <br />MJ <br />C> <br />.2 <br />a) Lo <br />> <br />_J <br />LO <br />LO <br />6 <br />Cn <br />(a <br />< <br />co <br />C:) <br />co <br />O <br />CN <br />M <br />a) <br />_0 <br />00 <br />00 <br />LO <br />00 <br />0) CN <br />LO <br />(D <br />(0 0) <br />C0 <br />0 <br />E <br />cc <br />D 0) <br />� 00 <br />Z <br />E C) <br />in <br />M <br />a <br />CU <br />6: <br />E ;-; <br />0 0 <br />1 0 _J <br />_0 M <br />< 0 1 <br />(D <br />_J <br />30B <br />NO: <br />22-09414 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8.0 <br />"A <br />