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I I 1 I, 11 II 11 11 1 I 111 LI 111 '1'. I 1 if 'rl 1 �_ 1 <br />I L 111111 II 11 ' I <br />ar <br />v <br />a <br />rn <br />L0 <br />Q <br />7 <br />.g <br />N <br />rr) <br />N <br />J <br />C <br />Q <br />rn <br />Ln <br />L <br />0 <br />M <br />J <br />r� <br />Lo <br />rn <br />C <br />Cr <br />cn <br />0 <br />3 <br />CU- <br />QN <br />N <br />N <br />E <br />1.2 <br />O <br />S <br />J <br />y <br />LZ <br />U <br />a <br />.o <br />LZ <br />C> <br />0 <br />a <br />N <br />CV <br />N <br />S <br />a <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 verttcal (gravity and uplift) and horizontal (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 />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />1� !oil <br />0 <br />I IN No <br />8F44 1B/1T8F40 1B/lT 8RF40OB/lT 8F321B/lT <br />FORM dt GROUT SOUD <br />N Q <br />O r W <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />€ <br />f <br />E <br />f <br />I <br />SIME <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 />F _ <br />8 -16- B/ 1 T <br />� <br />o <br />Z <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />d a 1/2" <br />LEAR <br />n °U <br />d e ° .M.U. <br />e° <br />° <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D- <br />° <br />a <br />a <br />° <br />GROUT <br />� J Q <br />W Q <br />° <br />5 REBAR AT <br />~ <br />x�mw <br />BOTTOM OF <br />a m F <br />O <br />0 <br />LINTEL CAVITY <br />w U -U <br />-BOTTOM <br />o um, ., u, <br />REINFORCING <br />X Q 0¢ Z <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z LL o w ^n <br />"NOMINAL WIDTH LINTEL <br />¢ ' < 3 <br />WX a <br />(VARIES) <br />c~n <br />MATERIALS <br />r_rc__p_rec_a_s_tTnteIs = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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. Rebar 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 />1-112" CLEAR <br />r_1 -C.M.U. <br />• EBAR AT E <br />ASRINDICATED <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 lintels prior to <br />applying the cementitiuos 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 F J <br />4'-6" LL 4'-6" LL <br />E <br />5-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />N <br />N <br />c=7 <br />c <br />nt <br />CD <br />DO <br />n� <br />N <br />t <br />Cc C) C i <br />` � <br />V C <br />OC1- <br />cv o <br />V -Q N L <br />N C7 N_ <br />q GV X <br />O <br />u3�i <br />E c <br />a= " 3 ro <br />c o <br />N J t <br />C E <br />� O <br />2 u <br />O <br />C-4 <br />F <br />� N' <br />r p <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 />Residentlal 7th Edition. 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