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m <br />(D <br />v <br />S <br />cc <br />0 <br />J <br />r� <br />C2 <br />cc <br />s <br />I <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.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 />OEM <br />8F441B/1T81740 1B/1T 8RF400B/1T 81"3218/1T <br />FORM dt GROUT SOLID <br />Jr— <br />i. <br />O J <br />TU <br />05 BAR CONT. <br />8F12-1 B/1T <br />'Y LINTEL DETAIL <br />SCALE = N.T.S. <br />12 <br />10 <br />00 <br />81 <br />no <br />no <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 />= <br />=} <br />J <br />w <br />81-16— <br />B/1T <br />Q <br />a Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />cTf precast lintels = 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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S EBAR IN. <br />AT TOP <br />IN. (1) REALTERNATE POWERS <br />MQ'D <br />CLEAR STEEL LINTEL <br />O <br />d O d <br />° .M.U. #5 REBAR AT TOP <br />d ° d MIN. (1) REQ'D Q 1-1/2" CLEAR <br />0 <br />a <br />d d <br />° <br />D <br />, GROUT <br />J Q <br />Q <br />d <br />D° <br />Ln <br />a <br />C.M.U. <br />5 REBAR AT <br />= n w <br />Lo <br />4 <br />O BOTTOM OF <br />F- rn ? w <br />a-w 0 <br />LINTEL CAVITY <br />o <br />0TTOM <br />0 it d O Z <br />REINFORCING <br />2 ¢ C7 <br />7-5/8"ACTUAL PROVIDED IN <br />Z u_ O w n <br />D D <br />" NOMINAL WIDTH LINTEL <br />¢ _' O N <br />ir d <br />�o �, �o <br />#5 REBAR AT BC <br />AS INDICATED <br />(VARIES) <br />co� E <br />Q <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 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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />I _ <br />M <br />o <br />27Q0 <br />Z <br />Q <br />tZ <br />cn C9 <br />Q) <br />a--+ w <br />�U — <br />O w <br />In <br />I2 <br />co <br />m N <br />w E <br />I - o <br />_ Uto <br />a) M <br />M <br />N <br />O <br />s"00 <br />U <br />�o <br />Q <br />NQo <br />rn <br />rn �v <br />B W. <br />NC <br />i <br />N �D <br />.w O � V101 N <br />M 6f y� 00 <br />NaZ i <br />LU <br />Z W <br />U) <br />LU <br />a <br />11OUl <br />a, <br />0 <br />Z Yt4 <br />op <br />s � m <br />um <br />4 ,a• 5 <br />G. <br />_J C (� <br />0 <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 />R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />OZ <br />iQ <br />zd <br />UJ X <br />Uz00 <br />ZWZ� <br />�=1Z <br />2:J <br />d <br />O� <br />� <br />A <br />U N <br />I <br />C``, <br />LU <br />VCZ <br />L <br />T O <br />2:Z <br />Z <br />Z <br />D <br />C: <br />\./3 <br />O <br />�W <br />U <br />= <br />Qi <br />�-i <br />CL <br />J <br />.9. <br />PY-0 <br />� <br />C <br />LU <br />Z <br />O a <br />J <br />Z¢Z� <br />Q <br />Z <br />2E 0 <br />Z <br />T-1 <br />3 <br />J <br />t—I <br />W <br />Q <br />W <br />� <br />Z <br />¢ z <br />~�a <br />p <br />w¢z <br />�ZS <br />Z <br />,��, <br />0 Z <br />m <br />O <br />Z <br />W <br />V <br />aZ <br />T--i <br />o <br />SCALE : AS NOTED <br />DATE : 11 /2/2018 <br />TECH: KFRAZER <br />VERSION NO- 4n0 <br />SHEET NO. <br />8.0 <br />