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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 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 should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load / r 0 <br />Safe vertical load Safe horizontal load —\ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F4(411 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B11 T <br />(a <br />FORM do GROUT SOLID <br />a .J IX <br />o W <br />0 <br />O #5 BAR CONT. <br />81F12-113 1T <br />"V LINTEL DETAIL <br />SCALE = N.T.S. <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 />M <br />8 F 16— <br />B/ 1 T <br />U <br />a <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c�precas lintels = 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 (CM U) per ASTM C90 wl <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 REBAR.(1)RE <br />MIN. <br />AT TOP <br />(1) REQ'D <br />112 <br />CAR <br />LE <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a <br />a � a <br />c <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />° Q <br />" <br />a` a <br />a <br />MIN. <br />1-1/2"CLEAR <br />a <br />A a <br />< <br />GROUT <br />D 1/5 <br />J0 <br />a <br />a <br />5 REBAR AT <br />m In- <br />= T w <br />co <br />° Q <br />C.M.U. <br />— <br />0 <br />BOTTOM OF <br />z ur <br />a <br />o <br />LINTEL CAVITY <br />i? v <br />nn\ <br />OTTOM <br />0 fr CJ O� <br />" U L <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />a a d Co <br />o LL p Cr <br />¢ _' Q � cNo <br />D i D <br />#5 REBAR AT BOTTC <br />7OMI ACTUAL <br />NOMINAL WIDTH <br />(VARIES) <br />r~n N ¢ a <br />�° �° <br />AS INDICATED <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 SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />Q <br />00 <br />PR <br />H <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 4'4' LL <br />O <br />5'-10" LL <br />� 9 10119 _M Wo ",�mwAt_ e �� <br />SCALE: %4'=1'-0" <br />0 <br />Z <br />Z <br />4E3 <br />U) <br />C3Ln <br />(D <br />cfa <br />4--Ja <br />0//••�� tU <br />3) <br />T <br />L <br />N <br />// <br />� ' V C) <br />O <br />m <br />LU <br />N M <br />C N <br />0 o <br />U <br />LLL'� <br />o <br />Q tm <br />(5 C, <br />Co d <br />v <br />rn <q d <br />A ® <br />B D® <br />N C B D C <br />vp <br />N <br />.^ O O N <br />V O M 2 00 <br />W ooN o ° <br />Z w ;�Z z <br />�. pppppp w <br />Q to LL o <br />INqW <br />W V 6 M as <br />Z _ "' 5 <br />O a, o <br />fwe LU :9 E_. oGO <br />W Q Co <br />C¢J O <br />�� flflO S�+I�Li <br />WWWTD fi?� i <br />cck <br />1:�4ti <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 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />rn <br />rn <br />Wo <br />z¢a <br />f� <br />¢ ac M <br />w <br />U�MOO <br />� <br />=po <br />ZZ <br />W 0 � <br />tC � <br />OLu <br />LU <br />< <br />z <br />L <br />/'1 <br />} O <br />ce <br />z <br />Z <br />5 <br />CU <br />O <br />�W <br />U <br />= <br />1 1 <br />U <br />µ-20 <br />FYP <br />(—_ <br />O <br />-. �`. <br />■.� <br />2,86 <br />... ' eE <br />Z�,. <br />K O <br />N <br />r'` <br />J <br />z z� <br />Q W <br />*g <br />Z <br />of <br />a <br />z <br />r/-�1 <br />O, L, <br />W <br />L i <br />Lij <br />O <br />� <br />� <br />Q <br />Z <br />00 <br />Q <br />z <br />z <br />t-u <br />m <br />—! <br />W:5 <br />W <br />z <br />a W <br />X <br />SCALE : AS NOTED <br />DATE : 10/29/2018 <br />TECH: MJAMES <br />VERSION NO. <br />4n0 <br />SHEET NO. <br />8.0 <br />----—.—sexa mmmmr.e�.n,�nr�.re...rwn.�.�.rt�sns�-r_tr��r_rttttrrrttrtr—rr_.r_ <br />