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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. 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 vertical (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 . O <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8178-1B/1T 8F8-013/1T 8RF6-0B/1T ;' .• , <br />AO © © O O O• O <br />o O o <br />8RF14-1B/iT8RF14-0B/1T 8F16-0B/1T 8F16-16/1T <br />• © © © ® 8F20-0B/10T <br />8F441B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />® © ® 8 <br />FORM Ar GROUT SOLID <br />Q � • • N U.i <br />O • 05 BAR CONT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />CEP <br />=E <br />e €MMIs <br />Is <br />no <br />E <br />UK <br />LT rr- u ajs, V}i I I VIN <br />#5 REBAR <br />MIN.(1)R1 <br />AT TOP <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT / U = UNFILLED <br />-1/2' <br />CLEAR <br />STEEL LINTEL <br />d ° <br />R=RECESSED <br />QTY. OF #5 <br />° ° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />C <br />M.U. <br />#5 REBAR AT TOP <br />° ° ° <br />MIN. (1) REQ'D d <br />1-1/2" CLEAR <br />8F 16- B/1 T <br />°° <br />° <br />°4 <br />GROUT <br />D <br />u5 <br />� <br />a <br />r` E Q 11 <br />tNOMINAL. OF <br />°rn <br />5 REBAR AT <br />� <br />rIrQUANTITY <br />y w <br />WIDTH #5 REBAR AT <br />° <br />O <br />BOTTOM OF <br />a w - - <br />d <br />TOP <br />o <br />LINTEL CAVITY <br />n <br />w OO X 1 0 L <br />NOMINAL --BOTTOM <br />o' - . <br />tr <br />HEIGHT <br />REINFORCING <br />a O' <br />IX <br />UAL <br />IN <br />Q Lu p p <br />OTTO <br />" NOMINAL DTH <br />LINTELDED <br />� WM 2 <1 �, <o <br />AS IINDBICATED <br />(VARIES) <br />r~» <br />MATERIALS <br />16 GAUGE POWERS <br />c-i �flintels = 3600 psi, <br />STEEL BOXED LINTEL <br />2. Pc 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 />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade <br />1. Refer to manufacturer s specifications for installation. <br />A <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. relaxation. <br />low relaxation. <br />Refer to manufacturers specifications. <br />7/32 wire per ASTM A510. <br />7/3 <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel piar0stalls for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <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 />applying the cemendtiuos coaling. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />00 <br />5-10" LL 6'-6" LL <br />O O <br />5'-10" LL <br />O <br />17'-4" LL <br />( MIN. <br />LINTEL PLAN <br />SCALE: X "=V-0" <br />Z c'� <br />Z <br />Q <br />Z <br />cn <br />IMo <br />•V — <br />Lt-I <br />to � <br />F— <br />U <br />fM <br />C, <br />w <br />= <br />C N <br />U Jj <br />t' <br />c:, <br />LLLGo <br />N6 <br />Q c" <br />N 1` <br />v <br />�o <br />I <br />D. <br />NN CAl <br />N •O <br />.Nr <br />ULC <br />1 5 . <br />CO s w <br />W — °" <br />V¢� z <br />t9 N)LL �� m <br />a> <br />Q <br />W N c <br />� 01111111 44/1 <br />M <br />v <br />• v < Q,• <br />�� <br />J 0 <br />l <br />O F E <br />To to best of the Engineers Mowledge, infatuation 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 />LENNAR <br />4600 W. Cypress St, Sufte 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />w <br />Z Q <br />M0 <br />uj <br />0�� <br />F® <br />tL <br />g <br />< <br />3 <br />c <br />G <br />0 <br />^� <br />W <br />CIE <br />Q <br />G <br />Lu <br />Lu <br />UU <br />o <br />W <br />P�P <br />J <br />W <br />Q <br />�.V} <br />A <br />r�Q <br />[may <br />Z <br />LU <br />'1 /� <br />Ln <br />(J <br />��8 <br />NZ <br />Z <br />O <br />00 <br />gLU <br />o <br />.-1 <br />a <br />CA <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MIAM ES <br />VERSION NO. 4n0 <br />SHEET NO. <br />8.0 <br />