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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 1_1360 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, 7132" 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 shoud 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 />81`441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOLID <br />' J <br />�U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />IN <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J lU <br />H J <br />8 F 16— B/ 1 T a <br />ib � <br />Z <br />� NOMINAL, L QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL— ° <br />HEIGHT <br />MATERIALS <br />cif precasiTntels = 3500 psi. <br />2. f'c prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f'g = 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 />MIN. <br />MIN. <br />1) RAT TO P <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />O <br />#5 REBAR AT TOP <br />4 <br />D <br />° <br />GROUT <br />MIN. (1)REQ'D <br />1-1/2"CLEAR <br />d <br />° <br />r J ] <br />a 0 <br />° <br />5 REBAR AT <br />= N to j <br />4 <br />BOTTOM OF <br />1— cn Zw <br />w LL1 0 U <br />LINTEL CAVITY <br />to <br />n <br />\ L <br />OTTOM <br />0¢ d 0 1- <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q (7 CO <br />< LL <br />Z o U n <br />¢ C7 to <br />D D <br />�, <br />#5 REBAR AT BOTTC <br />b/8"ACTUAL <br />)MINAL WIDTH <br />(VARIES) <br />c~n rn X a <br /><1 �lo <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 />O <br />5'-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6-6" LL <br />(�) <br />MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=V-0" <br />.,i tuitii IQ?��1,AdP�!! <br />t e <br />V ,r�� ��1 <br />h _\t Y <br />1 <br />� <br />1 <br />cat <br />ttt <br />0` E S 0 v <br />N� <br />b <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specfications contained within these <br />drawings comply with the 2017 Flodda Building Code - <br />Residential 6th 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 />WE <br />Q <br />v co <br />8 U N N* <br />o <br />(1) <br />aj <br />rn a LL a <br />�: <br />vi <br />ajMM W N <br />LU <br />cuLLu a a X <br />ci <br />Jam �ZO <br />Z <br />O X 1— <br />W <br />0cu m m <br />2hO� Q a <br />rn °' a <br />a <br />oD 0 LO <br />N CN M Z <br />Z <br />U 0 J <br />° <br />(a' DD❑ <br />W <br />CD <br />z N M <br />0 00 <br />N <br />Z o <br />J <br />U) <br />N <br />— <br />M <br />U o <br />w <br />Jm <br />O <br />Lor) <br />vi <br />w g <br />C <br />NOS <br />r'n <br />U <br />w J <br />f— — E <br />L <br />U u) <br />¢ <br />0 <br />o <br />M <br />JZ <br />w <br />0D <br />o 3 <br />za <br />11 <br />d E <br />U <br />zo <br />zo <br />o d <br />E <br />co <br />2O <br />Zd <br />0 <br />0. <br />O <br />X U <br />O¢ <br />U O <br />U <br />o< <br />�z <br />N <br />wz <br />o <br />�� <br />i <br />UJ - <br />- C <br />o <br />U <br />N <br />o <br />o ' <br />z F <br />Z <br />J <br />v <br />Q W <br />�z <br />� <br />Qm <br />o2 <br />z <br />go <br />INE <br />Q <br />2� <br />a <br />�nw <br />ONEU <br />¢o <br />¢O <br />dz <br />x <br />F_ <br />=� <br />O <br />w <br />=ol a <br />_ <br />aF <br />°N <br />> �j- <br />rr, <br />^L, <br />m <br />` <br />W <br />0 <br />�— <br />O <br />o <br />00 <br />V^ <br />C <br />' <br />O <br />CL <br />U <br />'rO( <br />V <br />W C0 <br />a) <br />C <br />70 <br />E <br />T <br />co O <br />.� <br />CV <br />T <br />T <br />� <br />00 <br />M <br />E <br />c <br />� T <br />iri <br />Z <br />Z <br />E <br />E <br />m <br />m <br />C <br />m <br />OL <br />U � <br />o <br />Q p <br />rZ <br />_J <br />JOB <br />NO: <br />20-6226 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />