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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 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 />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load 4 Applied horizontal load . 0 <br />a e vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8 8RF14-0B/1T 8F16-O T 8F16-1B/1T UV <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM do GROUT SOLID <br />O e1- W <br />� J <br />0 #5 BAR CONT. <br />8F12-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />�I <br />€ <br />� <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />i <br />J tJ <br />w <br />8 <br />F 16— <br />B/ 1 T <br />Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c'i"f' precast ifntels = 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. 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 .(1)RE <br />MIN. <br />TTOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />O <br />A e <br />° < <br />M.U. <br />#5 REBAR AT TOP <br />a° n <br />e <br />GROUT <br />MIN. ° 4 <br />° <br />_ <br />D D <br />1-1/2"CLEAR <br />a <br />a <br />° <br />< <br />J a <br />m <br />a <br />5 REBAR AT <br />F <br />= — W <br />BOTTOM OF <br />tr� LU 4 — <br />o <br />LINTEL CAVITY <br />igr w po X W \ <br />Lu ` Z nA <br />—BOTTOM <br />Ct Lu U O <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />o Ch _JJ` <br />Z — O w ,r, <br />¢ 5 3 m D D <br />� <br />#5 REBAR AT BOTTC <br />7-518"ACTUAL <br />" NOMINAL WIDTH <br />(VARIES) <br />r~n � R I✓ <�Io <br />AS INDICATED <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 cementitivas coating. See convector specifications <br />O <br />4'-6" LL <br />L <br />MIN. <br />O <br />7'-4" LL <br />.L <br />LINTEL PLAN <br />SCALE: Y4'=1'-0" <br />U' <br />Z t$ <br />zslam <br />Q <br />a <br />Cn (D <br />Q) <br />cn <br />w <br />O"' <br />rz <br />E <br />U) C111 <br />�tli <br />o 0 <br />co r` <br />C) <br />U <br />— U <br />�04 <br />co <br />2 m <br />O N <br />_ <br />= LL OD <br />p C) <br />Q tM <br />B D.,.¢,' <br />N c S D C <br />C,U)00 <br />m� <br />u' <br />-�. O <br />.•. <br />Z. <br />IL <br />To the best of the Engineer's knd l��11�tt jn£gr' R, and <br />belief, the structural plans and sped tati611A lntaina <br />within these drawings comply with the 2017 Florida <br />Building Code -Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />z0 <br />0 <br />L>i�Mp <br />fM <br />Q <br />a in •� � <br />< L- M <br />I-- <br />j:e U .--t <br />00 <br />Q <br />E <br />Z <br />WJ <br />C) <br />MJ <br />OZ <br />Z a <br />f F- <br />�Z80 <br />U Z <br />Q <br />Z <br />8 <br />M <br />0 ) <br />o Ie <br />O 0 <br />L <br />0/ <br />Z <br />p <br />v <br />� <br />N <br />H <br />^ <br />L <br />N �• <br />�zr <br />r <br />w, <br />W <br />L <br />O <br />^ <br />ZZC <br />`Q <br />0 �� <br />a <br />w <br />�Y� <br />J <br />X86 <br />K M a <br />�oa <br />Z <br />^ <br />rl <br />u_ ace <br />LU 2 <br />Lli <br />Q <br />W <br />2: <br />Z <br />< ce <br />2 V <br />W~ <br />N <br />k <br />N <br />Z� <br />Z <br />LJJ <br />z <br />J R <br />aLu <br />o <br />00 <br />g <br />f <br />SCALE : AS NOTED <br />DATE : 3/18/2018 <br />TECH: FFLORES <br />VERSION No' 10 <br />SHEET NO. <br />8.0 <br />