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IF <br />a <br />ZE <br />L <br />H <br />Q <br />CD <br />N <br />E <br />0 <br />S <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 />am U11 INI'lei III <br />N1 <br />willl� <br />Wk <br />o Kimi <br />8F4({441[1B/1T8F401B/1T 8RF400B/1T 81`32113/1T <br />FORM & GROUT SOLID <br />O r W <br />J <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />'V LINTEL DETAIL <br />SCALE = N.TS. <br />I <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />i <br />C7 <br />J <br />w <br />F 16— <br />B/ 1 TLn <br />Q o <br />6 <br />z <br />tNOMINAI,QUANTITY <br />OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. c precas Intels = 3500 psi. <br />2. fe prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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 />#5REBAR <br />IN, <br />ATTOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° 4 <br />O <br />4 ° 4 <br />° ° <br />.M.U. <br />#5 REBAR AT TOP <br />4° 4 <br />MIN. (1)REQ'D <br />° 4 <br />D <br />1-1/2"CLEAR <br />4 <br />d <br />° <br />GROUT <br />, <br />J <br />a L: <br />4 <br />5 REBAR AT <br />° <br />BOTTOM OF <br />O <br />o <br />LINTEL CAVITY <br />w UW I- <br />-BOTTOM <br />0 X (J O �- <br />Z <br />REINFORCING <br />¢ ¢ (? Co <br />LL <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />OH <br />z u^, <br />Q =' O 3� �1 <br />D D <br />� <br />�o L. �o <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />NOMINAL WIDTH <br />(VARIES) <br />(0 LO ¢ a <br />n <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 />O O <br />4'-6 LL 4'-6" LL <br />O <br />5-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />CD <br />Z <br />0 <br />Z <br />Q <br />o_ <br />E3 <br />Z <br />0 <br />C'� <br />w <br />.� o <br />0w <br />T <br />m <br />w <br />CV <br />�M M <br />4? <br />O_oo <br />u- °° <br />(� <br />-<o <br />co <br />cc <br />Sao <br />aCrn <br />c6 ¢ ci <br />A1�e.D.� <br />N 10 <br />v N O M h N <br />oo <br />��a <br />Z W` M (V aD Z <br />C a <br />U) Ir J <br />W <br />W <br />0Z <br />,_ C5 <br />0,0 �$ o <br />U) <br />9�t3f/� <br />LZ. <br />\% <br />CQ <br />-� <br />tu <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 />A <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�z <br />za <br />fd- <br />w¢0. <br />�It <br />�00 <br />zb�A <br />Z- <br />z <br />�0Wz <br />o.Cj-J <br />CD <br />A <br />0�°!0 <br />U <br />/ \ <br />Fm- <br />zz <br />L <br />^ <br />OU <br />S <br />C <br />O <br />Q <br />a <br />J W <br />1 1 1 <br />OQZ <br />I'- <br />QQ <br />LL, S2 r0� <br />< <br />Z Z <br />Q <br />F 0 <br />C <br />Z <br />Z <br />EO�E <br />LUE�R� <br />W <br />J <br />ui <br />T q <br />ILLI <br />C <br />a W W 0 <br />Ca <br />F Y Q <br />d- <br />Q <br />z <br />Z <br />+�az <br />Z8 <br />m <br />0o <br />Z <br />g <br />W <br />0 <br />z <br />rn <br />,-a <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. 4n0 <br />SHEET NO. <br />8.0 <br />