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I I I -I I_I]-",w_!"_'Lilt gill CI_ _ .. I 1 I I I1 _ 1 1 1_ J" <br />rV: <br />Q <br />00 <br />E <br />x <br />co <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 / . 0 <br />Sae vertical load Safe horizontal load `_ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />81744 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM do GROUT SOLID <br />N Q <br />�W <br />r- U <br />O /5 BAR CONT. <br />8F12-1B/1T <br />N) <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />I <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 />J <br />D <br />W <br />_ <br />8 F 16— B/ 1 T <br />♦— <br />C <br />J <br />z <br />i9 <br />z <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAi. <br />° <br />HEIGHT <br />MATERIALS <br />car p�f`�recasTT-ntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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 />#S EBAR IN. <br />MIN. <br />AT TOP <br />(t) REO'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° a <br />O <br />� � a <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />e" C <br />O <br />MIN. (1) REC1'D <br />° 4 <br />° <br />D <br />1-1/2" CLEAR <br />as e <br />° <br />< <br />GROUT <br />l- <br />J z <br />Q G <br />C.M.U. <br />5 REBAR AT <br />= to w <br />- <br />Q <br />O <br />BOTTOM OF <br />rn — w <br />OF <br />LINTEL CAVITY <br />U U)) <br />` <br />—BOTTOM <br />O¢UOz <br />REINFORCING <br />it C t7Co <br />LL <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />z O w� <br />4 -' Cw 3:G <br />R <br />D D <br />i <br /><1L no <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />JOMINAL WIDTH <br />(VARIES) <br />u) Lnrr r' <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 cemenfitiuos coating. See contractor specifications <br />F LF <br />� <br />4'-6" LL 4'-6" LL <br />OD <br />5'-10 LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />CD � <br />Z co <br />_ o <br />Z <br />Z <br />�C <br />rZ <br />z <br />Ln U <br />4� <br />u, <br />a--� W <br />�o <br />�V — <br />0 W <br />c <br />IE <br />.� <br />o <br />C6 U <br />o^ <br />m <br />W � <br />UUCC <br />pN� M <br />C co M <br />C N <br />Ml0,_ <br />U <br />O o <br />t L` 0 <br />o <br />Q 8) <br />05 <br />mnro <br />i3 <br />`C ¢ d <br />N G <br />N <br />00 <br />Z W �N0z w z <br />V. w <br />CBL-L- <br />i0W a a <br />Z VtS 6fi%, <br />m�jr• <br />& r <br />'/.kbsrJG.c <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 />LENNAR <br />4600 W. Cypress St, Suite 200 � Tampa, FL 33607 <br />www.LennarTampa.com <br />wo <br />za <br />f a <br />Z> <br />w¢s� <br />g�00 <br />wZ <br />1 J <br />w 6 i <br />O�°wCO <br />V U <br />V <br />= <br />C <br />2E <br />U <br />r--1 <br />LU <br />w <br />Iu_ he P <br />o N <br />J 0 <br />z <br />bow& <br />gga <br />Z <br />N <br />J <br />Z;� <br />a <br />IY <br />f <br />�o 0 <br />�o <br />Z <br />Ln <br />30I= <br />J <br />Q <br />W <br />Q <br />Z <br />Y <br />Ln <br />MCf' <br />� <br />Z <br />� <br />Q¢g <br />S <br />m <br />cog <br />= <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />8.0 <br />