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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 174" 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 veritcal (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 �� . 0 <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />MEN! IBM MCI -WE <br />MOM <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F321 B/1T <br />© © ® 8 <br />FORM & GROUT SOLID <br />O <br />� r J <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <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 />8F16- <br />B/1T <br />U <br />¢ <br />00 <br />tNOMINA <br />tQUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c1� precast lintels = 3500 psi. <br />2. fc prestressed lintels = 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. 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 />#5 AT TOP ALTERNATE POWERS <br />MIN..(1)(1) RE REQ'D <br />a a O CLEAR STEEL LINTEL <br />° A <br />° <br />d M. U. #5 REBAR AT TOP <br />A ° e MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />° <br />a d A <br />a <br />GROUT <br />D <br />° <br />J Cl <br />Q <br />r` J Cl <br />rn H <br />° Q C.M.U. <br />a <br />5 REBAR AT <br />= - rn t j <br />° O <br />BOTTOM OF <br />U w <br />w w O is U <br />- <br />Q <br />o <br />"*-BOTTOM <br />LINTEL CAVITY <br />Lu <br />/� <br />\ <br />o it U O z <br />U <br />REINFORCING <br />¢ ¢ O m Z <br />`L <br />7.5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z o w ,.� <br />¢ _' C7 m <br />D D <br />#5 REBAR AT BC <br />�° A, Q° AS INDICATED <br />'NOMINAL WIDTH <br />(VARIES) <br />c~n LO M a <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 />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />Q <br />4'-0" ILL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4'=1'-0" <br />O <br />CV <br />co <br />EVl /{O�,i" <br />o <br />iw <br />'r <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specfications contained within these <br />drawings comply with the 2020 <br />Florida Building <br />Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />F <br />E <br />p <br />r(a <br />8)C <br />C, J <br />u-LL <br />fti <br />V <br />'� W y <br />� <br />it LL W <br />?v: <br />a <br />N rO <br />Qj c7- <br />mtJiLi 3 <br />w a_d <br />Y <br />a- W <br />j <br />-arn <br />% <br />I m C) <br />w <br />Ld <br />O <br />p <br />W <br />Z <br />� 'Cu <br />c � <br />co J <br />Q Q ¢ <br />IL <br />Z <br />u-) m Z <br />N O U <br />N O <br />0 _J to <br />qIL <br />W <br />M Q <br />z N M <br />0 0 <br />o <br />� <br />¢N <br />Z o ¢ <br />Q <br />- <br />to <br />M <br />z <br />� o <br />Q'jl <br />�� <br />T <br />® <br />U <br />O <br />s <br />�a <br />c <br />in <br />Elm <br />•J c <br />LU <br />F- - E <br />® <br />u Of, <br />s <br />C.J o <br />to, <br />s <br />Ak <br />o <br />w <br />co <br />CO <br />y <br />oo <br />z <br />-J <br />U_ <br />Q E <br />E O <br />zo <br />oo <br />z <br />> <br /><R <br />z© <br />❑a <br />I- <br />XO <br />U <br />a, <br />o <br />a <br />1UO <br />oa <br />az <br />NZ <br />Lpd <br />o <br />. <br />w <br />M � <br />m <br />o <br />¢ <br />oU <br />m :5 <br />H <br />O <br />� <br />r) J <br />.o <br />a ° <br />Z <br />> z <br />¢w <br />z <br />W <br />N <br />0_ <br />p< <br />LL <br />z <br />ao <br />w <br />Cj <br />a o <br />az_1 <br />CD <br />V <br />wI <br />>° <br />a <br />003 <br />za <br />.0 O <br />J <br />Om <br />0 <br />L <br />� <br />U <br />O <br />�> <br />> <br />Q <br />X Y <br />0 <br />O <br />O <br />O <br />m <br />o <br />I� <br />�C\' <br />W <br />E r <br />V <br />i <br />t0 Q <br />V <br />Lo <br />LO <br />C0 M <br />LO <br />r= <br />N <br />CIDN <br />r <br />M <br />oa) <br />� N <br />CM <br />�; <br />o <br />Z <br />Z <br />E O <br />a <br />E <br />U � <br />Q p <br />� <br />JOB <br />NO: <br />21-2025 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />