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►rr <br />00 <br />CD <br />E <br />0 <br />x <br />N <br />LZ <br />00 <br />N <br />M <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 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 Applied horizontal load �� . 0 <br />Safe vertical load + Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />MEMO: 8F20-OB/1 T <br />1119 <br />8F44 1 B/1 T 8F40 11 B/1 T 8RF40 OB/1T 81`321 B/1T <br />© e <br />FORM k GROUT SOLID <br />'IT ::e. _ <br />CV Q <br />W <br />O <br />� J <br />�U <br />O #5 BAR CONT. <br />81`12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />p <br />E <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 />= <br />to <br />J <br />w <br />8F16— B/1T <br />H <br />a <br />J <br />'o� <br />v' <br />0 <br />to <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />° <br />HEIGHT <br />MATERIALS <br />. cTi precaTlrntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 1 V 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 />#5 EBAR IN. <br />AT TOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />-1/2 STEEL LINTEL <br />CLEAR <br />0 <br />a <br />4 .M.U. #5 REBAR AT TOP <br />,4 e MIN. (1) REQ'D Q 1-1/2" CLEAR <br />a <br />a e a <br />4 <br />_ <br />< <br />GROUT <br />n J O <br />Q L <br />C.M.U. <br />5 REBAR AT <br />= rn w <br />e <br />BOTTOM OF <br />0 ILO, z w <br />0, O y rJn <br />Q <br />LINTEL CAVITY <br />OTTOM <br />o it Ci O z <br />REINFORCING <br />¢0 Co Z <br />� � <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />—¢ <br />Zo w rn <br />¢ _' C7 3r <br />D D <br />#5 REBAR AT BC <br />�o L, AS INDICATED <br />VOMINAL WIDTH <br />(VARIES) <br />0, um�i ¢ 00 L6 <br />o <br />LWTEL 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 />5-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />I <br />o <br />Z M <br />_ o <br />zC) <br />Z <br />Q <br />Z <br />'�YiI <br />I <br />W <br />ro <br />•V — <br />OLU <br />I— <br />c/) � <br />V) <br />o <br />o <br />C6 U <br />0 <br />m <br />W <br />F— <br />N M <br />iA co <br />O O o <br />U N <br />C <br />A-- U_ <br />0 Co <br />O <br />QO <br />rn Q d <br />B D® <br />N W <br />N `O <br />W <br />LU M <br />,J <br />W <br />UM <br />U, <br />LU o <br />U m- <br />i of o <br />c <br />z UvcnM O O <br />� •♦w� m � <br />Z QqE�_ a� <br />W N <br />�•�tt��a�f�d�j;�f o <br />IP `i.J •• �l <br />°•�•°'•....••'"�•��, <br />.'moo �R <br />���' <br />SSIO� <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 />L N A R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />CO <br />G <br />�o <br />ZQ <br />Q� <br />w¢�ir <br />Uzoo <br />z Q <br />wz <br />Z <br />ys <br />O�co <br />�O <br />UIS <br />LLI <br />Q! <br />CL <br />zo <br />U <br />f <br />z <br />5� <br />W <br />-0 <br />o <br />O <br />= <br />Q <br />¢ <br />n <br />W <br />2E <br />>w <br />0 0 Z <br />o <br />J <br />�ma <br /><8 <br />J <br />J <br />g g orJ <br />J <br />Z�Z <br />aaU<,� <br />� <br />^ <br />o0 <br />Z <br />LUE <br />z <br />ri <br />LLI <br />ceao� <br />U Z O <br />UJ <br />,­4¢ <br />cLJJ <br />L <br />Q <br />Z <br />Q <br />Z <br />FU <br />U <br />u<+ a O <br />\V <br />�V•F• <br />z <br />O O <br />0 <br />F� <br />06 <br />g <br />= <br />fh <br />a Lu <br />r-, <br />a <br />U0 <br />s <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAM ES <br />VERSION NO- 4s0 <br />SHEET NO. <br />8.0 <br />