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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 verttcal (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 <1 .0 <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />1115111 <br />I� <br />Will <br />RD <br />i <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1B/1T <br />FORM do GROUT SOLID <br />#. _ <br /><V Q <br />O J <br />O j5 BAR CONT. <br />8F12-1B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />I <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />D <br />8 F 16— <br />B/ 1 T <br />U <br />a <br />60 <br />tNOMINAL. <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTf p eca tels = 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 /># <br />MIN. <br />t <br />R <br />(i) REQ'D <br />(1) <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />_ <br />d e <br />d 0 <br />#5 REBAR AT TOP <br />° <br />G <br />.M.U. <br />tL <br />a° a <br />MIN. (1) REQ'D 4 <br />1-1/2" CLEAR <br />x <br />Q <br />Z <br />° <br />. ° a <br />z <br />GROUT <br />D <br />° <br />_ <br />J Q L <br />J <br />n <br />to H Q <br />C.M.U. <br />• <br />5 REBAR AT <br />BOTTOM OF <br />Z y Z w -13 <br />L cn Lu — <br />Q <br />o <br />LINTEL CAVITY <br />wO V OF U) 1 <br />--BOTTOM <br />0LU0Z <br />REINFORCING <br />PROVIDED IN <br />d <br />o a ^ <br />Z o w Lo D l D <br />7-5l8"ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL <br />r O 30 N / <br />' , G <br />¢ <br />5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />cn ui a o . o <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 manufacturers 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 C <br />4'-6" LL 4'-6" LL <br />E <br />5-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />� r\J <br />_rrJj <br />L <br />r <br />ni <br />i <br />i <br />\ <br />ow <br />G J.�' C-:rn <br />' l <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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