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3 <br />v <br />i� <br />v <br />0 <br />0 <br />n <br />t2 <br />0 <br />00 <br />1.0 <br />rn <br />m <br />00 <br />N <br />tV <br />c <br />a> <br />v <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 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 �� ° O <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />€m <br />vlilmmmmI <br />imm! <br />8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T <br />FORM do GROUT SOLID <br />(V Q <br />O W <br />O (�5 BAR CONT. <br />8F12-1B/1T <br />O <br />'Y LINTEL DETAIL <br />SCALE = N.T.S. <br />f <br />6 <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 />w <br />8F 16- B/1 T <br />U <br />Q <br />W <br />O <br />�Z <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAI. <br />° <br />HEIGHT <br />MATERIALS <br />. c-preca fli'ntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4, maximum 318" 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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />.(REBAR 1)RAT ALTERNATE POWERS <br />MIN. i) EQ'D <br />CL1l2' STEEL LINTEL <br />EAR <br />0 <br />0 <br />a <br />d .M.U. #5 REBAR AT TOP <br />4- G MIN. (1) REQ'D Q 1-112" CLEAR <br />a <br />4'-6" LL <br />O <br />i-10" LL <br />(10 <br />d° e <br />5'-4" LL <br />:. <br />6'-6" LL <br />• <br />n <br />GROUT <br />Jo <br />to <br /><1 <br />4 <br />C.M.U. <br />MIN. <br />H :} <br />O <br />•••ti <br />E <br />O <br />5REBARAT <br />=�rzn� <br />a <br />O <br />BOTTOM OF <br />a rn w <br />— <br />LINTEL CAVITY <br />�U rn <br />W O <br />—BOTTOM <br />U Z <br />Co <br />¢ a <br />18"ACTUAL <br />REINFORCING <br />PROVIDED IN <br />CS <br />Z i o w n <br />a <br />D D <br />NINAL WIDTH <br />LINTEL <br />¢ ' d N <br />'D <br />#5 REBAR AT BOTTO <br />(VARIES) <br />vi Ln X a. <br />Q Q <br />AS INDICATED <br />o o <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 />7'-4" LL <br />(�) <br />MIN. <br />LINTEL PLAN <br />SCALE: %4"=V-0" <br />Q <br />0 <br />Ril— <br />Hal <br />z N O <br />m� <br />z <br />zo <br />J C, <br />O <br />O_ <br />U) M <br />N z ° <br />Q) U o <br />m <br />a--r c7 <br />w n <br />a <br />V � a <br />— <br />Vw ~ <br />U) O <br />N o <br />V <br />�J <br />� � o <br />U Co <br />W <br />,— m E <br />o g <br />— 0 <br />'I <br />�I <br />U 'o <br />U) <br />¢ <br />° <br />r Q <br />M rn <br />m <br />N <br />N <br />O � <br />Z� <br />W M � a <br />o <br />,_ <br />�� <br />a "' H v�z W <br />W a <br />° C LL O N <br />LU <br />Z \klt'EAA/ o <br />— o.— <br />W <br />LL, QNMu•-gf` <br />w : Q <br />+,� � j C� [ <br />O <br />tit <br />d O. <br />z <br />~" G�� <br />••.••••• <br />t <br />s <br />.ry • '• <br />0, 1 <br />To the best of the Engineer's 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 />o <br />My <br />w <br />Z <br />M <br />o <br />U65 <br />_ <br />Q E <br />wo <br />>� <br />�® <br />14E <br />o <br />H <br />0. <br />wo <br />x� <br />o¢ <br />Do <br />00 <br />o <br />ZO <br />O E <br />�r <br />4! 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