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3 <br />v <br />x <br />M <br />0 <br />04 <br />s� <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 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 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 �� . 0 <br />a e verticalload Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T BF321B/1T <br />FORM dt GROUT SOLID <br />it <br />o :. <br />.= W <br />� UJ <br />` <br />O j5 BAR CONT. <br />8F12-113/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />I <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 />w <br />8F 16- B/1 T <br />Q <br />2 <br />i?5 <br />z <br />tNOMINAL. QUANTITY OF <br />#5 REBAR AT <br />WIDTH <br />TOP <br />NOMINA <br />o <br />HEIGHT <br />MATERIALS <br />c"T" i� precast lintels = 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. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5(1)REBAR TTOP ALTERNATE POWERS <br />MIN..(1) REQ'D <br />° °-112 <br />CLEAR STEEL LINTEL <br />O <br />° a .M.U. #5 REBAR AT TOP <br />44 J MIN. (1) REQ'D ° Q 1-1/2" CLEAR <br />C <br />A <br />GROUT <br />D <br />L04 <br />5 REBAR AT <br />=(n mw <br />4 - <br />BOTTOM OF <br />a to z F <br />Or <br />LINTEL CAVITY <br />U rn J <br />w xw` <br />OTTOM <br />o�UOZ <br />REINFORCING <br />¢ ¢ C7 fr J <br />7-5/8"ACTUAL PROVIDED IN <br />Z o w <br />D D <br />NOMINAL WIDTH LINTEL <br />r O <br />i� <br />°Q <br />#5 REBAR AT B( <br />AS INDICATED <br />(VARIES) <br />m n ¢ <br />° , ° <br />4 <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 />4'-6DF <br />" LL 4'-6" 1LL <br />5-10" LL <br />CD <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />IN <br />ti <br />0 <br />0 <br />z N fh <br />Z � <br />Q <br />J th <br />/\ d o <br />M <br />VJ\ _ <br />In z <br />IL <br />w n <br />Ow <br />N c E <br />U CO <br />w <br />l '= 2 E <br />cN I <br />Q <br />Om— <br />z <br />z <br />•' 1V 04 <br />LL JT C4. <br />e F <br />4•' <br />. <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 6th 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 />co <br />co <br />m <br />z <br />M <br />0 <br />z o <br />LL <br />E <br />O_ <br />wo <br />� <br />» <br />z <br />N <br />az❑a®ap <br />'6 <br />rD <br />~a� <br />A0 <br />Uco <br />OUO<��aoZ <br />Z <br />0N <br />z <br />aW <br />� <br />• (� <br />NxU <br />C <br />ao <br />z <br />b O <br />mf <br />O <br />zz <br />z <br />O <br />p b <br />ZQ2 <br />OU <br />J Z <br />2 <br />W <br />n 3 <br />. <br />0o <br />� z <br />O <br />wE <br />w <br />O C <br />a= <br />I <br />zla <br />3 <br />O <br />C O <br />La <br />^L, <br />W <br />.! <br />N <br />00—N <br />> <br />T <br />CU <br />F <br />_ <br />T <br />C <br />o <br />ra <br />V J <br />T <br />N <br />'- <br />T <br />N M <br />M <br />M <br />ui <br />E <br />M N <br />o <br />z <br />E 0 <br />E a <br />m <br />c <br />ccc <br />U _ Q <br />� <br />JOB <br />NO: 19-5331 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />