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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 fleld 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 />8F8-1B/1T 8F8-0B/1T 8RF6-OB/iTPRIV <br />® © © <br />�.�. <br />O O O O <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />81744 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F321 B/1T <br />FORM dt GROUT SOLID <br />�U <br />O ; <br />/5 BAR CONT. <br />8F12-1 <br />B/1 <br />T <br />O O <br />O <br />8F20-0B/1 T <br />® <br />"V" <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />MEN?_ <br />"F <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16— B/ 1 T <br />tNOMINA1 <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTf prec f'tintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 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. 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 <br />M IN. <br />REQ'D <br />(1) CI <br />ALTERNATE POWERS <br />STEEL LINTEL <br />e 0_3LEAR <br />A ° e <br />G <br />M.U. <br />#5 REBAR AT TOP <br />w <br />e° a <br />MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />x <br />Qa <br />2 <br />° <br />z <br />GROUT <br />D <br />&D <br />° <br />r` O Q <br />C.M.U. <br />e <br />5 REBAR AT <br />= - m c j <br />° <br />BOTTOM OF <br />Ic%i z W � - <br />O 4 <br />o "*-BOTTOM <br />LINTEL CAVITY <br />W V ` ^ <br />W <br />REINFORCING <br />PROVIDED IN <br />o¢ ti$ <br />¢ ¢ O <br />Z LL O�ua D D <br />C d 3 PZ i 5 REBAR AT BOTTO <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL <br />(VARIES) <br />ri r i� - Qa �, w �° 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 A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />PM <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 manufacturers 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 O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4'=1'-0" <br />O <br />0 <br />`r,��������utnu�rrt►iii�ti <br />Rp WN <br />SE <br />L`\ <br />``. <br />EE(Sltil'`l�tl�NN <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within Mese <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. 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