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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 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 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 .O <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM dt GROUT SOLID <br />CQC <br />9 W <br />O U <br />/5 BAR CONT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />Le <br />a <br />08 <br />go <br />I <br />C <br />nni�w <br />i <br />Me <br />1 <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 />Q <br />8 F 16- B/ 1 T <br />Q <br />Qw <br />Z <br />o <br />tNOMINAL. QUANTITY OF <br />#5 REBAR AT <br />WIDTH <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />cT-f pr�ecasfirntels = 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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S(1)RRALTERNATE POWERS <br />MIN. (1) RECI'D Q'D <br />1� <br />CLESTEEL LINTEL <br />AR <br />O <br />A ° < e .M.U. #5 REBAR AT TOP <br />n ° < MIN. (1) REQ'D ° /J 1-1/2" CLEAR <br />a " <br />0 <br />A A <br />° < <br />GROUT <br />J <br />C n <br />C.M.U. <br />-45 REBAR AT <br />w <br />O <br />BOTTOM OF <br />LINTEL CAVITY <br />a i� Lu - F <br />tE w I- (nw <br />- <br />\ n <br />1 <br />OTTOM <br />o ccQ � <br />n Q <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />< O <br />v) <br />7d =' Ct 3 m <br />C C> <br />L, <br />#5 REBAR AT B( <br />7.5/8"ACTUAL <br />40MINAL WIDTH <br />� X O <br />0o <br />AS INDICATED <br />(VARIES) <br />c~n <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 />F F <br />4'-6" LL 4'-6" LL <br />�E <br />5-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4'=1'-0" <br />,�:��tE�Ft►s�srr <br />F[SSION <br />\� <br />.\ <br />To the best of the Engineers knowledge, information and belief, <br />the structure) plans end specifications contained within these <br />drawings comply with the 2017 <br />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 />W <br />a_ <br />o 98 � <br />0 <br />N J <br />00 <br />7 1[') � � # � w <br />N <br />Q <br />� u a <br />J 4. W <br />LL a <br />Z <br />LL <br />tm O�H <br />19'oN1 <br />mm <br />W <br />��pjO' o a <br />.. 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