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:,IV; .I,d Vl�u� � a.l!VIuY■N�1{Y LY YINI I��;"all 6i lW, bBI I�dIYIIIILWIYWLil1Y�l@:4111 ' ---.-. LL-._. i�LII,.,uu�,.6a�wu■®pef■Ii�+IL.ulllul�, ,Y�t1:YJr; euwt�wiLYLL I11rn 1r t , .: e,u�el■ IcEl,d�M1.IS m■ � � Ls� r <br />�64��1���:1-, �.. .11Li��IV.�.�:�WdWl�;aili11�,IV1ln I�l#118u1�IIILF��uN➢i141ti1WY@. 16611d1IL,JIII��t6 J aiau <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 />toads shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load / e 0 <br />Safe vertical load Safe horizontal load \_ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/lT <br />�J <br />FORM &GROUT SOLID <br />N_ Q <br />O - r W <br />�U <br />0 #5 BAR CONT. <br />8F12-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I� <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />J <br />w <br />8 <br />F 16— <br />B/ 1 T <br />a z <br />�o <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />#5 . <br />IN. <br />BAR 1)RE AT TOP <br />(1) REQ'D <br />�t'EAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° ° <br />0 <br />d G d <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />° Q <br />° <br />- <br />D D <br />Q <br />d" d <br />GROUT <br />MIN. (1) REQ'D <br />J <br />1.1/2" CLEAR <br />° e <br />r, a <br />° <br />d <br />5 REBAR AT <br />( F <br />= m w <br />4 <br />C.M.U. <br />4 - <br />0 <br />BOTTOM OF <br />a O Zu� <br />w 0 <br />o <br />LINTEL CAVITY <br />w U i.- rn <br />O <br />OTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />a Lu d z <br />¢ <br />z O w n <br />¢ _' O '> N <br />a <br />D D <br />�° �, �° <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />7-5/8"ACTUAL <br />"NOMINAL WIDTH <br />(VARIES) <br />v~) L22 o X ' <br />MATERIALS <br />1. c precas Intels = 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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <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 />5'-10" LL <br />O <br />LINTEL PLANT <br />SCALE: <br />Z co <br />0 <br />— o <br />Z C° <br />Z <br /><r <br />J <br />Ci- <br />U, Z <br />nVn, <br />Qw <br />Q <br />w <br />O <br />C <br />0 <br />o 0 <br />U <br />LU E <br />1 — p <br />U — <br />WM <br />C f0 M <br />r0 d co <br />0 O O <br />C LL co <br />W <br />cnao <br />�a) <br />,o O.J. <br /><Q rn <br />W Q 0 <br />A <br />1 <br />BD. <br />,nl,� <br />r1 .m...�',n Z <br />el .`� <br />� Z <br />-W M5A� 0 <br />a, Ulm <br />rL <br />V c�CI <br />c N O <br />' <br />W A_IIt <br />LLx <br />J <br />:a aQ <br />O�rk��t�it��` <br />O <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />O <br />Z t:'V <br />O (L) r-, <br />F--1 4-J <br />M pO <br />(n <br />U) 170 <br />Q -0 Lf1 <br />(Z •L <br />f✓I V- <br />Ln <br />L <br />Q L <br />f— �- . t~ <br />U� r0 ,-a <br />ry <br />CD_ <br />Q � <br />fu <br />Z <br />W _Jo� <br />tD <br />MJ <br />az <br />=O <br />14 <br />>_ <br />wfl <br />za <br />EF_ <br />w¢�� <br />UZOO <br />ZLUw� <br />F j Z Z <br />d Z J <br />a�ceo <br />0u <br />L <br />0 <br />w U <br />OZ <br />ZQ <br />/"11 <br />V <br />> U <br />gz <br />> <br />LL <br />T <br />a <br />Z <br />U7 'S <br />0 <br />� <br />� <br />o <br />'¢ <br />V <br />= <br />ro <br />GL <br />w <br />w'o� <br />Qt�-¢o <br />J <br />_ <br />7 <br />L <br />cwJ� ma <br />a 0 <br />J <br />¢ <br />Z¢o <br />a <br />��za <br />0� o0 <br />z <br />�90 <br />z <br />wLu <br />T' <br />LnI.i_i <br />w cy w <br />cco <br />_I <br />c <br />G <br />z <br />¢ o <br />nQz <br />Q U <br />o <br />ro <br />lfl <br />Z <br />z <br />CY uZ <br />Dz <br />aZ <br />O <br />J <br />= <br />n <br />T- q <br />0- <br />Ln <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. <br />2.0 <br />SHEET NO. <br />8.0 <br />