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�z <br />c <br />n <br />M <br />0 <br />CN <br />n <br />M <br />CIO <br />E <br />0 <br />x <br />00 <br />N <br />00 <br />GV <br />V) <br />W <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 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 veritcal (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 />8F441B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM k GROUT SOLID <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />0 <br />"I LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />EMA <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />i <br />w <br />J <br />8F 16— <br />B/1 T <br />0 <br />a <br />L6 z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL. <br />HEIGHT <br />MATERIALS <br />c�precasflrntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f'g = 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 />#5R <br />MIN. <br />R AT (1) REQ'D <br />(1) <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />0 <br />° <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />Q <br />D D <br />a ° ° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />o ° ° <br />a <br />< <br />GROUT <br />° <br />N <br />5 REBAR AT <br />= rn w <br />4 <br />O <br />BOTTOM OF <br />~ z w <br />( <br />o <br />LINTEL CAVITY <br />V O co Uj <br />N <br />1 n <br />OTTOM <br />X U O Z <br />L " L-= Q <br />REINFORCING <br />¢ 6 00 — <br />\ <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />ZLL - LJ <br />¢ ' V' allo <br />� <br />D Q D <br />• <br />A, �o <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />'NOMINAL WIDTH <br />(VARIES) <br />v~i a.. !aQQ <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 cemenbtiuos coating. See contractor specifications <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />i <br />0 r <br />Z o <br />Z cry <br />z <br />Q <br />J <br />V) C? <br />� w <br />ru_® <br />DO w-1 <br />C21- <br />—*L/) <br />E <br />� <br />�t— <br />rJ <br />m CN <br />uu E <br />agoF— <br />a� M <br />2 a c`ei <br />_ <br />/ \ <br />O 2 N <br />L LL_ co <br />�J <br />Qo <br />GO <br />CD <br />�Loaa <br />0i 4 d <br />BID. <br />N_ N <br />O cO7 O� � oN0 <br />0 gn C:> <br />Z W dad a a o <br />M m Z k z <br />U J C 7 <br />W a <br />\ i4 <br />�S` a <br />rr.7 'Q <br />U "• �,t Q- y <br />VJ <br />w <br />���lf'tittllttltl� <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />O <br />wo <br />za <br />f <br />w¢ir� <br />OOa¢0 <br />Z V QZ:Qz <br />awO00 <br />OU LuIN <br />V Q <br />F <br />Q^ <br />uJ <br />L <br />\` <br />Z O <br />z <br />-v <br />Q <br />Z <br />UU <br />17 <br />JW <br />�� <br />= <br />wo� <br />0 0 <br />0,. �� <br />O 0 ¢ <br />a�� <br />N <br />w <br />Q <br />$tw <br />Z <br />�--! <br />o <br />a 0 � <br />J <br />LO <br />TI <br />LLJ <br />W <br />¢w�0 <br />az8 <br />8 a <br />Ln <br />Z <br />z <br />�z <br />AA <br />I ; <br />w <br />Z <br />J <br />= <br />2 <br />J Ln <br />Z <br />¢ Lu <br />rn <br />SCALE : AS NOTED <br />DATE : 11 /28/2018 <br />TECH: MJAM ES ,, <br />VERSION N0. <br />4mO <br />SHEET NO. <br />8.0 <br />