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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 5-112" 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 17W 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 verttcal (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 loci Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />I <br />8F441B/1T8F401B/1T 8RF40OB/1T 8F321B/lT <br />FORM dr GROUT SOLID <br />o �w <br />�U <br />0 15 BAR CONT. <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />w <br />8F16— <br />B /1T <br />az <br />Lb Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. c precas mtels = 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 EBAR <br />MIN. <br />.(1)RE <br />TTOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° n <br />a O d <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />e ° A <br />a <br />GROUT <br />MIN. (1) REQ'D Q <br />_ <br />" <br />D <br />J 0 Q <br />1-1/2" CLEAR <br />a e <br />n ° < <br />m ° 4 <br />C.M.U. <br />n <br />5 REBAR AT <br />N <br />= w w <br />e 0 <br />BOTTOM OF <br />LINTEL CAVITY <br />m ? w — <br />W V a ra 4 <br />°—BOTTOM <br />o M 6 <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />< < 8 <br />Z LL o w u, D D <br />< _ W 3 � <br /><'o �, V <br />5 REBAR AT BOTTC <br />AS INDICATED <br />7.5/8"ACTUAL <br />' NOMINAL WIDTH <br />(VARIES) <br />r~n - 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 cememiduos coating. See contractor specifications <br />OF <br />4'-0" LL <br />'-8" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />0 <br />0 <br />0 <br />Z Np <br />(D <br />Z p� <br />z Y <br />a <br />ti N <br />_ M <br />v <br />OraN zC1 <br />+a � <br />W � <br />U � <br />- <br />- <br />0 w F <br />tA C E <br />V U M <br />~ oO $ <br />as W <br />_ <br />� <br />2 <br />tv U) <br />• <br />0 <br />Q E O <br />/ <br />N D <br />� � W <br />W .�Z] <br />Z <br />Im <br />Wf\'ccg� Z� <br />18 <br />Wades""a <br />Z <br />Q <br />a] h� 0 F" E <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 />o <br />co <br />M <br />h9 <br />4 <br />w <br />z <br />Q <br />J <br />n E <br />ap <br />�dR <br />:0 <br />KU <br />u <br />ou <br />SO <br />Oqg <br />O E <br />N f0 <br />L <br />O <br /><aK o <br />¢G <br />� W <br />mi <br />QZ <br />y�JJ <br />f=iJ O <br />O <br />Z <br />Q W <br />Q 2s <br />? <br />oo <br />U <br />a <br />ww <br />W <br />o <br />O <br />�O <br />a= <br />°zla <br />3 <br />C <br />27 <br />12) <br />> (y) <br />L <br />,'00 <br />T(1) <br />N <br />.-. <br />> <br />O <br />U o <br />N <br />m Z <br />v <br />/ram <br />c <br />70 00 <br />� <br />_ <br />Y) <br />L^ <br />/ <br />rrr• J' <br />L0 <br />T <br />I V r N <br />T <br />m <br />E <br />M T <br />oo M cM <br />N <br />c <br />0 <br />E O m <br />E ci <br />ro <br />a <br />tJ � Q O <br />_J <br />JOB <br />NO: 19-5340 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />