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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 shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load �� . O <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, L01TS <br />FORM dr GROUT SOLID <br />i , = tY <br />N <br />O LU <br />0 15 BAR CONT. <br />8F12-1 B/1 T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />0 <br />mom <br />00 <br />0 E <br />0 <br />On <br />1 <br />mom <br />on <br />Mo <br />0 <br />on <br />0 <br />00 <br />on <br />E <br />MEMO <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 />W <br />8 F 16- <br />B/ 1 T <br />QJQ <br />Q Z <br />A Z <br />to <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />REBAR <br />MIN. <br />AT <br />(1) REQ'D <br />1/2"STEEL <br />CLEAR <br />ALTERNATE POWERS <br />LINTEL <br />a e <br />a 0 e <br />° <br />4 <br />.M.U. <br />#5 REBAR AT TOP <br />4 <br />° <br />D <br />a ° n <br />°e <br />MIN. (1) REQ'I <br />1.1/2" CLEAR <br />° c <br />° <br />GROUT <br />J Q <br />0 <br />Q <br />C.M.u. <br />5 REBAR AT <br />w <br />Q <br />° <br />0 <br />BOTTOM OF <br />F' W <br />w W O ai <br />o <br />LINTEL CAVITY <br />1 `� n <br />—BOTTOM <br />m w U O Z <br />L <br />REINFORCING <br />Cr ¢ d <br />LL <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />p <br />Z 0 m <br />¢ CJ 3 � <br />D D <br />45 REBAR AT BOTTC <br />' NOMINAL WIDTH <br />� it a <br />�o �, Qo <br />AS INDICATED <br />(VARIES) <br />c~n <br />MATERIALS <br />chi precastThtels = 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 />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 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'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLANT <br />SCALE: %4"=V-0" I <br />c <br />0 <br />C, <br />Z N O <br />� �Op <br />Z O QN <br />JM <br />d N <br />M <br />t� z <br />Ua <br />LL <br />C/7 Y <br />W 0_ <br />d <br />w r <br />V) E <br />,a <br />al <br />/, m <br />w rn <br />F— m oE <br />O <br />_ <br />C) o <br />a m 0 <br />em <br />N i0 <br />^. N <br />o N w z <br />Z U1 <br />a <br />I-UA <br />LY o2 a <br />Z 41 2 a <br />Oar <br />Z �� a•�' <br />LAw <br />.;'` M L'■ <br />ZZ <br />_ y <br />0 C<: <br />__J &V <br />X\ <br />C) •. Co <br />HOF E S� gRad <br />11 1f fl (111110 <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 Florida Building Code - <br />Residential 6th Edition. 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