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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. Ail lintels meet or exceed U360 vertical deflection, except lintels IT-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 wails 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 <1 •0 <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />MEN <br />817441B/1T8F40 1B/1T 8RF40OBAT 81`321B/1T <br />UrN <br />FORM & GROUT SOLID <br />O ' r W <br />C J <br />� � V <br />O #5 BAR CONT. <br />8F12-1B/1T <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />TYPE, DESIGNATION <br />F = FILLED <br />WITH <br />GROUT I U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />W <br />$ <br />F 16— <br />B/ 1 T <br />a z <br />'z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />cT pf recasflinteis = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CM U) 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 />#5 EBAR IN. <br />MIN. <br />AT TOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />d O ° <br />° <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />d ° ° <br />° <br />GROUT <br />MIN. (1) REQ'D <br />_� <br />° 4 1-1/2" CLEAR <br />• <br />D <br /><1 L <br />° d <br />° ° ° <br />n <br />C.M.U. <br />d <br />m ro <br />Q <br />° <br />5 REBAR AT <br />BOTTOM OF <br />= ut w <br />�' U)Z W <br />— <br />a <br />o <br />LINTEL CAVITY <br />9 <br />o v 0 ((nn Lu <br />\ 1 /n1 <br />—BOTTOM <br />❑ M U O Z <br />`' A <br />REINFORCING <br />¢ Q C7 <br />LL <br />� <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z O W ui <br />¢ -' Ci $ LO <br />� ¢ a <br />D D <br />#5 REBAR AT BOTTC <br />Qo �, Qo AS INDICATED <br />" NOMINAL WIDTH <br />(VARIES) <br />(~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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLANT <br />SCALE: l4"= V-0" <br />0 <br />r�= <br />Q <br />cn <br />M <br />m <br />z N O <br />zo <br />v J (•1 <br />tl N <br />E3 <br />— o <br />�V)C/3 <br />w O <br />U in Q <br />0 w <br />U4711 C E <br />o <br />r— <br />U m <br />w <br />T E <br />0 8 <br />Rig <br />= <br />U 'o <br />w <br />• <br />oQ <br />C <br />¢ W 0 <br />I� <br />N N <br />g.0 N <br />U z M N d <br />.ol� ccl w <br />LU <br />v`�tror�� <br />z c� <br />a <br />LL <br />� � N <br />U p <br />rV <br />_ f <br />ZVI <br />OF E JSe4 <br />. <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />O <br />CAD <br />Z <br />o <br />w <br />__J <br />J <br />LL_ <br />E <br />Q <br />C 0_ <br />y <br />wo <br />o o <br />� <br />ym <br />ZO <br />❑a <br />F@ <br />CL <br />0 <br />00 <br />o <br />°7 <br />Z <br />(D N L <br />E <br />¢a z <br />Wo <br />¢o <br />W w <br />-Z <br />Wf <br />ru <br />N � <br />z <br />0 UYU <br />roO <br />2 � <br />!) <br />Q b <br />OW <br />Z <br />W <br />Ci <br />R <br />�0 <br />�0�k <br />W <br />o <br />W <br />70 <br />o <br />a x <br />sW <br />Z¢ <br />o� <br />U3 <br />C O <br />O <br />.y <br />L <br />> <br />LO <br />.> <br />O <br />O <br />.-. <br />O <br />AQC <br />CU <br />fir, <br />~ <br />�I1 m c <br />3 <br />d7 <br />u <br />•— <br />o <br />r <br />C3i <br />r <br />IRr <br />Z Lo Q 04 <br />r <br />O M N <br />Z CD <br />o <br />M <br />Z <br />C <br />E Q N <br />E N <br />w <br />m <br />C <br />a <br />U � Q p <br />� <br />JOB NO: 19-5892 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />