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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. CasNn-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 toad + Applied horizontal load ■ O <br />Safe vertical oa Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM dt GROUT SOLID <br />Q J <br />�U <br />O #b BAR CONT. <br />8F12-1 B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />WE <br />E 8 <br />MEN <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16— B/ 1 T <br />U <br />a <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT" p�rece rintels = 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 />#5 REBAR <br />M IN. <br />AT REQ'D <br />(1) <br />ALTERNATE POWERS <br />CLEAR <br />STEEL LINTEL <br />° <br />a <br />° ° <br />G <br />M.U. <br />#5 REBAR AT TOP <br />°` <br />a <br />GROUT <br />MIN. (1) REQ'D <br />° Q 1-1/2"CLEAR <br />, <br />_ <br />D <br />a <br />G <br />T <br />J � <br />L <br />a <br />° <br />5 REBAR AT <br />m <br />= u� r j <br />BOTTOM OF <br />W <br />- <br />d <br />o <br />LINTEL CAVITY <br />LU V O 0 W <br />-BOTTOM <br />o Cr Lj O Z <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ Q Ci <br />a r] uh <br />03 ,Nq <br />w <br />D D 5 REBAR AT BO I U <br />�, Q AS INDICATED <br />7-5/8"ACTUAL <br />' NOMINAL WIDTH <br />(VARIES) <br />rn a <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 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 cementitiucs coating. See contractor specifications <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: V4'=V-0" <br />r %� <br />••: <br />c <br />A <br />F L <br />/s 'ItI!/f <br />0 <br />t � 61s01 � <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 <br />Florida Building Code - <br />Residential 6th Edidon. Engineers signature and seal is only for <br />the stnxiural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />a <br />�8 Nco, <br />O N <br />00 <br />Nr` 04 C CND LL <br />5LL'� LLLLa. <br />M W N <br />of <br />N <br />m',8_ mmo <br />LLW°'Of <br />o d <br />�dOE <br />Z <br />13 <br />aarNiZ <br />N <br />Z <br />°V aoJ❑ <br />W <br />� � <br />Z <br />z <br />Z � <br />J f7 <br />LL N <br />13 <br />v0g <br />Z <br />�t/1 <br />4-J_ <br />N `figg <br />OW <br />V <br />CD <br />r. Q <br />Q <br />o <br />My <br />M <br />J <br />LL <br />a <br />¢ <br />z® <br />U <br />• <br />T <br />oa <br />wo <br />Z <br />g E <br />04 <br />g� <br />� <br />W <br />•_ r0 <br />S <br />�Zt2 <br />'0 <br />p <br />Z <br />C Nr <br />i8 <br />zff <br />N <br />g <br />�Z <br />Z <br />W <br />CL <br />W LL <br />az <br />u _ <br />QQW <br />v <br />f¢W¢ <br />ZIQ <br />QH <br />U �i <br />�N <br />0 <br />= <br />_._I <br />0 <br />.> <br />M <br />- <br />J <br />N <br />^ <br />C <br />O <br />m <br />E <br />CO <br />c <br />.r1. <br />V <br />■� <br />T <br />Z NO <br />T <br />or) <br />O <br />T <br />ui <br />0 <br />CO <br />U) M <br />o <br />Z <br />E <br />E <br />m <br />a <br />v 0 <br />a o <br />0 <br />JOB <br />NO: <br />20-2744 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />