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IV, <br />v <br />m <br />rn <br />LO <br />0 <br />0 <br />0 <br />J <br />N <br />I <br />N <br />m <br />rn <br />LO <br />v <br />(c <br />0 <br />.o <br />r� <br />J <br />coo <br />N <br />0 <br />I <br />1M <br />LO <br />tv <br />v <br />O <br />Y� <br />L <br />3 <br />IV- <br />Q <br />N <br />N <br />G <br />Ll <br />E <br />CD <br />O <br />v <br />C <br />d <br />LZ <br />U <br />0 <br />C_>I <br />U <br />N <br />0 <br />v <br />0 <br />J <br />ii <br />N <br />O <br />00 <br />0 <br />0 <br />to <br />CV <br />Cn <br />CV <br />0 <br />a <br />L., <br />m <br />Cn <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 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 �� . O <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />III <br />FORM dr GROUT SOLID <br />N Q <br />ib LLI <br />�0 <br />O /5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />Ems <br />I <br />� <br />j <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 16- <br />B/ 1 T <br />0 <br />6 <br />to Z <br />to <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5 REBAR AT TOP <br />IN. (1) REQ'D <br />d <br />CLEAR <br />d 0 <br />d <br />d M. U. <br />d� <br />d <br />a <br />a <br />d d <br />d <br />d <br />e O <br />0 <br />7-5/8"ACTUAL <br />GROUT <br />#5 REBAR AT <br />BOTTOM OF <br />LINTEL CAVIT <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />(VARIES) <br />MATERIALS <br />c�as�intels = 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. 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 />MIN. (1) REQ'D-� 1-1/2" CLEAR <br />O <br />(q O < ¢ C.M.U. <br />Lu <br />ED <br />oO0mw <br />acur, UOZ <br />¢4C7CJ <br />�'-pw n <br />O 3: ' #5 REBAR AT B( <br />U) N LU ¢ 0 v AS INDICATED <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 manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers 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� <br />4'-6" LL 4'-6" LL <br />�J <br />5'-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4'=1'-0" <br />© <br />CV o <br />00 ". <br />-c <br />> . <br />�.� CD ua <br />o r <br />C_s <br />CL c ro c a C <br />- v m x <br />Q _ >< <br />C !1 �- <br />Vi <br />C4 <br />yc- <br />� <br />-Co <br />3 U x <br />e w <br />c <br />CD c ::E- <br />a 41 <br />- 3 CU <br />ti cv .n <br />N <br />C E <br />O <br />Q. t..f <br />0 <br />M <br />CV <br />O <br />CV <br />00 <br />O <br />M <br />X <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 is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />U) <br />W E N <br />R 08 <br />V 6 J <br />0 ��°° N LL <br />(A (n r r _- LL w ' <br />tli! <br />�M0co <br />LL <br />LL 2 <br />13 <br />Z ev 0oe0 <br />Y O <br />rA��Mw< <br />W oar 0 of m <br />(n °' r- <br />W I J <br />00 w <br />Cl) Z U of G H <br />LLZ <br />a N <br />00 ❑❑❑ <br />Z <br />W <br />0 <br />z � � <br />Q a <br />E3 <br />U) <br />o <br />CZ <br />LL <br />r <br />c_ <br />U <br />O w o <br />Uc Y l/0 <br />� N <br />� <br />U c <br />W M <br />_ E <br />:I..., <br />= Y � <br />C) <br />0 <br />Q 0 <br />N <br />sm <br />C <br />0 <br />Z <br />Cl) <br />M <br />J <br />�J <br />O <br />Z <br />Z <br />i <br />co 0 <br />sp <br />Qd <br />Q O <br />z� <br />F_ MCL <br />o <br />CO <br />o <br />oQ <br />Z <br />Z4 <br />(D <br />¢ z <br />a, z <br />Vi � <br />� <br />C <br />co <br />O= <br />mo <br />10 <br />Z <br />Z <br />m J <br />. m <br />Qw <br />miZ <br />> <br />a� <br />0,Jo <br />Z <br />a <br />W <br />m <br />% LL <br />�� <br />z <br />k <br />az <br />o <br /><Q <br />0 <br />C93 <br />;o <br />a 1 <br />01 <br />O <br />N <br />> (fl <br />LOLO <br />m <br />CL <br />c0 <br />o <br />:3 LO <br />Ln <br />_! <br />Y <br />� Y +) <br />r <br />m <br />m - <br />T <br />N M <br />N <br />,- <br />.0 U- <br />0) <br />T <br />Q M <br />T_ <br />E <br />c M <br />Z <br />f6 <br />Z <br />:3 <br />E o <br />E <br />U <br />a <br />� ¢ p <br />� <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />