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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 1_1360 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 />; : �. FORM & GROUT SOLID <br />8F8-1B/1T 8F8-OB/1T 8RF6-OB/1T i. 04 Q <br />ALd <br />0 0 0 0 ,0'• �v <br />O .01 O O ° #5 BAR CONT. <br />8RF14-18/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T 4'-6" LL <br />n ° U)8F20-OB/1 T <br />"'LINTEL DETAIL F <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />SCALE = N.T.S. <br />i <br />E <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 />lL <br />F 16— B/ 1 T <br />6 <br />6 <br />Z <br />tNOMINAL. <br />to <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL— <br />o <br />HEIGHT <br />MATERIALS <br />c�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 (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 />#5 EBAR <br />IN. <br />AT TOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />O <br />° <br />a <br />.M.U. <br />#5 REBAR AT TOP <br />4 <br />" <br />D <br />° <br />a <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />° ° <br />G <br />e <br />GROUT <br />n J Q <br />a <br />0 = <br />° 4 <br />C.M.U. <br />° <br />5 REBAR AT <br />L. <br />= U) rn , j <br />- <br />4 <br />° <br />BOTTOM OF <br />I- to — w <br />w LOUO <br />'-*-BOTTOM <br />LINTEL CAVITY <br />(n � <br />0Ul- w <br />o ¢ tip i- <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ ¢ c7 1 9 <br />Z �—` O w in <br />¢#5 <br />D D <br />�o �o <br />REBAR AT BOTTOM <br />AS INDICATED <br />7-5/8"ACTUAL <br />40MINAL WIDTH <br />(VARIES) <br />U)in ¢ a <br />4 <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 planidetails 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 />_L <br />L <br />L <br />L <br />7'-4" LL <br />L in, <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />ICI <br />LL m� <br />(D <br />z o <br />0 0 <br />z o <br />a V <br />(D J11111l <br />d <br />ORRIS <br />III <br />M <br />aN <br />N z <br />n, U o <br />0 <br />Y <br />(U W d <br />U � Q <br />O w IM <br />Q) �- <br />YZN c E <br />� o <br />� c) m <br />W Ol <br />_ 2 E�` <br />o g <br />IlkU Z00 9 <br />L <br />® � <br />4m <br />N N <br />M W <br />P <br />O <br />a <br />W <br />LU <br />as' <br />�`�U)�I <br />a U o <br />cf <br />ffott` <br />ifa <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 />o <br />c0 <br />J <br />w <br />Cl) <br />z <br />0 <br />z <br />z <br />¢ <br />U_ <br />Q E <br />E <br />z o <br />0 <br />� <br />s <br />yo <br />z� <br />W ff <br />Fcu tU <br />0 <br />¢¢ <br />00 0 <br />U <br />O� <br />L <br />¢o <br />wz <br />:3 <br />_ <br />Y <br />U <br />y <br />m� <br />01 <br />Z <br />Z <br />U)J <br />Cn <br />m <br />¢ ° <br />o <br />Q W <br />z z <br />go <br />W <br />Q <br />U <br />W LL <br />< <br />p <br />a <br />NF <br />FL <br />�" <br />J Z <br />¢� <br />=3 <br />01 <br />O <br />zla <br />10 <br />003 <br />C O <br />O <br />.N <br />`'M <br />, <br />nL' <br />W <br />1 <br />N <br />0 <br />U <br />N <br />� <br />N <br />T' <br />00 <br />LO <br />N <br />N <br />m <br />.- <br />ca <br />w r T N <br />� `r' t\ <br />0 <br />z <br />E 0 y <br />ca <br />c <br />�6 <br />tl <br />E o 'aio <br />U _J Q p <br />(D <br />_J <br />JOB <br />NO: 19-5899 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />r'* <br />ems+. <br />F <br />