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L <br />i <br />S <br />Cm <br />XL <br />00 <br />rn <br />I <br />rn <br />m <br />i[> <br />iu <br />Co <br />-0 <br />v <br />2 <br />0 <br />0 <br />J <br />rn <br />L0 <br />I <br />rn <br />c <br />a> <br />v <br />v <br />S <br />v+ <br />-3 <br />L) <br />Q <br />Q1 <br />O <br />d <br />E <br />1- <br />C� <br />E <br />0 <br />S <br />v <br />c <br />c <br />J <br />N <br />LZ <br />E2 <br />O <br />U <br />v <br />c <br />0 <br />UI <br />U <br />(D <br />O <br />O_ <br />0 <br />0 <br />01 <br />LZ <br />O) <br />N <br />t2 <br />a <br />O <br />O_ <br />O� <br />O <br />0 <br />V) <br />m <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. Ali 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.03-0605.05 and 03-0605.04. <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 <1 ■ 0 <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />lul- <br />*111.111.000 <br />8F441B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />FORM & GROUT SOLID <br />? <br />O r LI <br />' J <br />O #5 BAR CONT. <br />8F 12-1 B/1 T <br />0 <br />4'-0" LL <br />"V" LINTEL DETAIL <br />O <br />SCALE =N.T.S. <br />E <br />F <br />g <br />P <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBARr7a BOTTOM <br />OF LINTEL CAVITY <br />J <br />Lll <br />6 F 16- <br />B/ 1 T <br />J <br />Q <br />00 <br />,B 0 <br />6 z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />cTT pr��ntels = 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 />#5 EBAR <br />IN. <br />AT TOP <br />(1) REQ'D <br />1/2'STEEL <br />CLEAR <br />ALTERNATE POWERS <br />LINTEL <br />d <br />O <br />d ° <br />d <br />d ° <br />.M.U. <br />#5 REBAR AT TOP <br />4 <br />o <br />D <br />d ° d <br />° <br />MIN. (1) REQ'D <br />1.1/2" CLEAR <br />° d d <br />° <br />GROUT <br />n _O <br /><1 L <br />° 4 <br />C.M.U. <br />5 REBAR AT <br />= - rn w <br />a <br />° <br />O <br />BOTTOM OF <br />Z w <br />w w O <br />LINTEL CAVITY <br />J <br />, nn <br />OTTOM <br />In' 0 0 <br />U <br />REINFORCING <br />4 ¢ C7Co Z <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z Own <br />Z <br />Q <br />D /� D <br />�, <br />#5 REBAR AT BOTTC <br />'NOMINAL WIDTH <br />(VARIES) <br />CO to I a �' <br />�o �o <br />AS INDICATED <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 />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 />5'-10" ILL <br />O <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />0 <br />0 <br />co <br />M <br />M � <br />N O <br />m gryO <br />z o Q <br />aaroma <br />_I M <br />d N <br />t.n z <br />V1 Y <br />O � m <br />w <br />:/i [I--o <br />o <br />�� � N <br />r- <br />() m <br />w <br />~ 120 <br />$ <br />wi <br />I <br />= 0 a <br />i <br />:) o US 0 <br />rs <br />lion In <br />_I <br />N <br />O � � <br />IMZ <br />'.+. •°ice r <br />Z E.�� <br />�V V� <br />O F E S X0�a <br />�� Rrffglii!►�!` o <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code <br />Residential I Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal, <br />o <br />w <br />MZ <br />__J <br />E <br />0 <br />z o <br />> m <br />�N <br />Q <br />E O <br />CI <br />CoCIL <br />WO <br />Q� <br />RU <br />OQ <br />Z e <br />�V <br />�< <br />N 16 <br />L <br />�z0 <br />G <br />�Z <br />K� <br />- C <br />Z <br />Y <br />U <br />NO <br />m O <br />V <br />Z <br />>Z <br />Z <br />Cn <br />o< <br />go <br />n- <br />U <br />w <br />a0 <br />of <br />a <br />cnZ <br />r <br />O <br />O <br />¢� <br />=3 <br />>0 <br />a x <br />�U <br />Z <br />C O <br />O <br />M <br />nL' <br />W <br />■> <br />O <br />O <br />O <br />QL <br />c > <br />N <br />■O <br />T a N <br />LO <br />T <br />T <br />E <br />T <br />O M M <br />c <br />m <br />z <br />3 O N <br />E O N <br />z <br />C <br />E 0� <br />U J Q a <br />C <br />J <br />JOB <br />NO: 19-5891 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />li-l- -.--�1 :1.=I ,Iah il I IAL '[I JIItJ - <br />m =INI <br />