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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 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 �� . O <br />Safe vertical load + Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F401B/1T 8RF400B/1T 8F32113/1T <br />FORM do GROUT SOUD <br />' J <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />'Y LINTEL DETAIL <br />SCALE = N.T.S. <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />U <br />Q <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />ci�flintels = 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 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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5REBAR AT ALTERNATE POWERS <br />OP <br />MIN. (1) REQ'D <br />CLEAR <br />0 STEEL LINTEL <br />G ° .M.U. #5 REBAR AT TOP <br />° MIN. (1) REO'D 4 1.1/2" CLEAR <br />° ::�, <br />° <br />d <br />D <br />° GROUT <br />J Q <br />a <br />5 REBAR AT <br />= to w <br />4 <br />° BOTTOM OF <br />(L 0 ? W <br />W 0 <br />a LINTEL CAVITY <br />uJ O <br />n\ <br />—BOTTOM <br />D Cr U F- <br />X d 00 Z <br />REINFORCING <br />Q <br />7-5/8"ACTUAL PROVIDED IN <br />Z LLW LO <br />D /n� D <br />NOMINAL WIDTH LINTEL <br />¢ _' Q 3 cNo <br />i <br />QQ �, Qo <br />#5 REBAR AT B( <br />AS INDICATED <br />(VARIES) <br />u~) Lo ¢ a e <br />a <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 O <br />6'-4" LL 6'-8" LL 6'4" LL <br />O <br />6'-2" LL <br />LINTEL PLAN-13 <br />SCALE: Y4'=1'-0" <br />l 0 y <br />CD � <br />zM <br />0 <br />Z <br />z Q <br />d <br />d <br />z <br />cn CD <br />� W <br />�o <br />�U — <br />LU <br />I— <br />o <br />�N <br />Ca � <br />o0 <br />m N <br />_ <br />oo <br />'- U <br />C: Co a M <br />_ <br />O o N <br />LL 00 <br />f �76 <br />co a� <br />Q rn <br />Lo 0 <br />CL <br />rn Q o <br />I D® <br />N `O <br />O O' O O <br />U 4 COS <br />Z LU MNre aL <br />LU <br />US; <br />Z`�- 3i <br />i R <br />FE <br />"felt 1(11 � t <br />0 <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 A R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />OZ <br />CO <br />G <br />Z Q <br />Q f <br />E F <br />LU ¢ W <br />r - H 0 0 <br />ZLuQ <br />M w <br />� 0 Lu <br />Y 0 m <br />O��o <br />W <br />W N <br />ULn <br />LU <br />■/�� <br />y� <br />Z Z <br />Z <br />O <br />:5 <br />D <br />(V <br />O <br />Cf' <br />¢ <br />a <br />f <br />U <br />(1) <br />M <br />M <br />n <br />w <br />LLJ 9 <br /><Y6 <br />o <br />J <br />Z <br />V O a <br />MW0 <br />N <br />1 ` <br />Z < Z <br />Lu <br />Q <br />¢ Q Ce <br />O � 0 <br />z <br />Z <br />N <br />W5Z <br />CY O <br />L1J <br />J <br />U') <br />riLlin <br />� <br />z <br />LL j <br />Q <br />Z <br />01 0<FZ o <br />U <br />g�0 <br />i a Z <br />�O <br />N <br />t7u <br />oS <br />../� <br />tL <br />O <br />O <br />z <br />LU <br />2LU <br />J Z <br />X,--I <br />rn <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO. 3ol <br />SHEET NO. <br />8 <br />