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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 U360 vertical deflection, except lintels 1 T-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.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 �� ' 0 <br />Safe vertical load Safe horizontal load — <br />----------------------------------------------- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />O O O O <br />8F8-1B/1T 8F8-0B/1T <br />O <br />1�mi <br />1�ml <br />1�01 <br />INS <br />ISLAM <br />8F441B/1T8F40113/1T 8RF400B/1T 81`321B/1T <br />FORM & GROUT SOLID <br />O `t LU <br />O #5 BAR CONT. <br />8F12-1B/1T <br />(0 <br />N" LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />w <br />8 F 16— B/ 1 T <br />a <br />z <br />Lh <br />Z <br />tNOMINAL. <br />r <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />c-1—f' precastlintels = 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 />#5BAR R 11AT <br />. 1)RE ALTERNATE POWERS <br />MIN. (1) REQ'D <br />1/2 STEEL LINTEL <br />CLEAR <br />O <br />4 ° a M.U. #5 REBAR AT TOP <br />a ° n MIN. (1) REQ'D 1-1/2" CLEAR <br />C <br />° A <br />a 4 <br />D <br />° <br />GROUT <br />n � O <br />L <br />a <br />to <br />Q <br />C.M.U. <br />5 REBAR AT <br />= <n w <br />Q <br />° <br />O <br />BOTTOM OF <br />cn z w <br />w w 0 <br />LINTEL CAVITY <br />u~i � <br />LU <br />OTTOM <br />0 ¢ U O 1- <br />REINFORCING <br />¢ ¢ C7 °� ? <br />`� <br />> <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />°z w 'f' <br />¢ _' O 3 <br />D D <br />#5 REBAR AT B( <br />VOMINAL WIDTH <br />(VARIES) <br />v In, ¢ a S <br />Qo Qo <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 O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: Y4"=1 r-0" <br />�t <br />I <br />1 <br />ram_ <br />=1 <br />f <br />q Ca` <br />s <br />LLLL:-, <br />f <br />M � <br />N O <br />ryQO <br />O Q <br />— <br />J M <br />N <br />E3 <br />M <br />WF t0 <br />Ln oCZ <br />W'�l _ <br />T/�� C!% CO- <br />LL, V O <br />a a <br />— - <br />0 LU <br />t/1 E <br />ti o <br />� m <br />� <br />Vw <br />_ E;v <br />Cy o y <br />o <br />I N N <br />V�i N <br />H oZ <br />U) F-Z us M N�z� V w Z <br />J 2 o a w <br />U1 a m��W Z <br />CkLU <br />� <br />z o -eat' <br />LL W W� <br />\— <br />v<; <br />O!i <br />E 1,, <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 />Engineer's signature and seal. <br />o <br />co <br />w <br />M <br />Z <br />� s <br />z <br />g <br />ECo <br />QO <br />4N <br />Z <br />na <br />C <br />K OO <br />O <br />O <br />N <br />IFO0 <br />a F <br />z <br />o � <br />I. <br />O <br />az <br />¢w <br />0) L <br />n3 <br />U) C <br />_ c <br />z <br />y <br />y O <br />m 0 <br />O <br />ow <br />} z <br />Zfn <br />< <br />Z <br />C a <br />gZ <br />o <br />�F <br />o <br />30 <br />oZ <br />�z <br />Wa <br />�� <br />=� <br />}o <br />�O <br />ZIa <br />3 <br />�O <br />0 <br />.y <br />�— <br />CM <br />� <br />> <br />T <br />0 <br />li <br />W m <br />T� <br />2 <br />C <br />O <br />,- <br />IT o <br />ro-O <br />r <br />CD <br />rn <br />co N <br />.. <br />M N <br />N ~ <br />o <br />z <br />E 0 <br />E <br />m <br />c <br />a <br />U � Q p <br />JOB <br />NO: 19-5335 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />