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n <br />0 <br />J <br />N <br />C) <br />N <br />.2 <br />.1 0 <br />O <br />e' E <br />H <br />} EZ <br />r o <br />t=. cV <br />v•�`' c'V <br />,f N <br />P2 <br />.r' Y <br />O <br />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 atthe 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 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 />g. 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 .O <br />Safe vertical load Safe horizontal load \— <br />------------------------ <br />---------- <br />------------- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />0 0 0 co <br />8F8-1B/1T 8F8-0B/1T <br />O <br />FORM & GROUT SOLID <br />8RF6-0B/1T - N Q <br />LU <br />L o U <br />O 01 10 O O #5 BAR CONT. <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/17 8F12-1B11T <br />© O O <br />O , O O 8F20-OB/1 T <br />® V' LINTEL DETAIL <br />SCALE = N.T.S. <br />ee <br />f <br />[ <br />0 <br />EF <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />81— <br />B/1T <br />d <br />U16— <br />N <br />tNOMINAL, <br />QUANTITY OF <br />r <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#S REBARAT <br />MIN. <br />TOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />� <br />G n <br />o <br />a ° a <br />#5 REBAR AT TOP <br />2 <br />O <br />° <br />d <br />44 C.M.U, <br />w <br />a° n <br />MIN. (1) REQ'D ° 1-1/2" CLEAR <br />¢ <br />z <br />a <br />" <br />° <br />a n <br />c <br />2 <br />z <br />GROUT <br />D <br />Zo <br />° <br />n J 0 a <br />e <br />N cn ° <br />° <br />O <br />5 REBAR AT <br />BOTTOM OF <br />= rn rn w <br />to z w <br />a <br />LINTEL CAVITY <br />w w O U) <br />/n1 <br />\ \� <br />OTTOM <br />in � Ci O z <br />REINFORCING <br />PROVIDED IN <br />Q ¢ CS <br />Z LL O w <br />— <br />7-5/8"ACTUAL <br />LINTEL <br />D D <br />¢ _' 8 � , #5 REBAR AT BOTTO <br />00 � �, V <br />8" NOMINAL WIDTH <br />(VARIES) <br />a) ErIr a o AS INDICATED <br />° <br />MATERIALS <br />cTi p ast 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 />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 O <br />4'-6" ILL 4'-6" ILL <br />O O <br />5'-10" ILL 6'-6" ILL <br />(�) <br />MIN. <br />17'4' ILL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4'=1'-0" <br />C_y <br />6 <br />f <br />ifs �N <br />S <br />To the best of the Engineer's knowledge, information and belief, <br />the sVucturel plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. 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