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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 L/360 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 <br />i <br />81`44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 81`32 1 B/1T <br />FORM & GROUT SOLID <br />Jr — <br />CV <br />O W <br />0 #5 BAR CONT. <br />81712-1 B/1 T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />E <br />6 <br />31 <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 />w <br />'u <br />8 F 16— B/ 1 T <br />U <br />Q <br />o <br />r <br />tNOMINAL, QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL. <br />° <br />HEIGHT <br />MATERIALS <br />cTf precast = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 3000 psi w/ <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. Rebar 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 (1)REBAR AT TOP ALTERNATE POWERS <br />MIN..(1) REQ'D <br />CLEAR STEEL LINTEL <br />v 0 <br />a <br />° .M.U. #5 REBAR AT TOP <br />a ` C MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />a <br />° <br />u <br />GROUT <br />r �O <br />Q L <br />n <br />5 REBAR AT <br />n < <br />= - to w <br />° <br />4 <br />C.M.U. <br />4 <br />- <br />" 0 BOTTOM OF <br />a � <br />Lu O <br />"WOTTOM <br />LINTEL CAVITY <br />w0 X 0 <br />LU <br />1 <br />n <br />O M Cj 0 Z <br />" <br />U <br />7-5/8"ACTUAL <br />REINFORCING <br />PROVIDED IN <br />cc a (7 m Z <br />z `-`Cr 0 w <br />JOMINAL WIDTH <br />LINTEL <br />a -' Cf <br />D <br />L, <br />D <br />#5 REBAR AT B( <br />(VARIES) <br />X a :' <br />Qo <br />�o <br />AS INDICATED <br />4 <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 manufacturers 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 <br />5'-4" LL <br />O <br />5-10" LL <br />O <br />4'-0" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />C <br />z M <br />o <br />O <br />_ <br />z° <br />Z <br />Q <br />(D <br />J <br />d <br />v, Z0 <br />nV)n , <br />Q) u) <br />w <br />n <br />OE~ <br />C w <br />o <br />ZD <br />C/i <br />o 0 <br />U <br />W <br />4)M <br />Cc N PM9 <br />t— p <br />U <br />g <br />Ri <br />T -O M <br />O O N <br />a) <br />(D U (n <br />r LLoo <br />0�� <br />rn 0 v <br />< 0 <br />V CL <br />A <br />B <br />1 <br />D. <br />N C B D C <br />,6. <br />;r r <br />'4 <br />T <br />.n 0 07 <br />O o O <br />0.+00 <br />O <br />N <br />y M � C <br />J <br />LL <br />J <br />WN co N <br />_ <br />`L <br />C <br />V a <br />� W Z & <br />Z A <br />` <br />rl <br />f���oQ <br />LL V 4 0^ 0 <br />Z y2Ern2`a�\\\ <br />m o3Cr <br />W a ,N M i� <br />Wi ` <br />rOU <br />� H <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />O <br />Z fV <br />0 N <br />I­i <br />t> U-) <br />4-1 <br />a�'f0� <br />vl L <br />C� Ln <br />U_ <br />C <br />I[i<7 <br />oC U Q 00 <br />Z Ifu <br />WJ C:) <br />J <br />Oz <br />0 <br />zc <br />f a <br />wa-a <br />1z0 <br />Z� <br />WLUX <br />�ZZ <br />U�2W <br />a <br />O�Eo <br />u m Fz o <br />L <br />o� <br />z z <br />O <br />f z <br />a <br />n3 <br />L <br />z <br />0 <br />Z <br />0 <br />U <br />= <br />C <br />�a <br />�� <br />J <br />0� <br />o <br />�Yr <br />I- w <br />0U, <br />J <br />J� 6 <br />Z <br />Carta <br />J <br />gL-4o� <br />Q <br />c�a< <br />M � <br />g� <br />Z <br />Z <br />,�-I <br />LP) <br />�at2 <br />w <br /><,' <br />W <br />LL <br />Q <br />Z <br />Ln 0 Z o <br />2 < <br />w~~ <br />Z <br />M <br />Z� <br />Z <br />t <br />aUl <br />Lli <br />Z <br />UJ <br />; o <br />a <br />0 <br />g <br />g <br />rn <br />,� <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />8.0 <br />1. -ii- tf I T r-,.I 11 ill.hildi-I lhi. , I r.lS,_ ;.r. _-E _._.I_T_----T- - T__ -..�I -�--. 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