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aim <br />3 <br />x <br />m <br />I� <br />L <br />O <br />N <br />0 <br />00 <br />0 <br />0 <br />0 <br />J <br />0 <br />I <br />N <br />i <br />2 <br />m <br />Lit <br />L0 <br />v <br />Cr <br />0 <br />00 <br />0 <br />0 <br />J <br />0 <br />N <br />0 <br />I <br />Ln <br />Cr <br />c <br />c <br />Y <br />3 <br />¢ <br />N <br />N <br />a <br />E <br />E <br />0 <br />O <br />l <br />;n <br />0 <br />U <br />0 <br />C <br />0 <br />UI <br />.o <br />i <br />U <br />q, <br />I <br />Y <br />0 <br />•U <br />J <br />I <br />N <br />N <br />0 <br />O <br />a <br />CV <br />CV <br />N <br />r'n <br />GV <br />0 <br />0 <br />Q <br />m <br />0 <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 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 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.20-0630.16 and 20-0630.15. <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, LOTTS <br />: k'. , : k'. , <br />O O O O ••'• <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T �. <br />O O O O <br />8RF14-1B/1T 8RF14-0B/1T 81`16-013/1T 8F16-113/11 <br />© O O O <br />81744 1 B/l T 8F40 1 B/1 T 8RF40 0B/1T 81`32 1 B/1T <br />FORM k GROUT SOLID <br />! <br />o <br />w <br />U <br />O <br />#5 BAR CONT. <br />8F12-1B/1T <br />O O <br />O <br />8F20-0B/1 T <br />© <br />"V" <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />ins <br />mll�nllmilml <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 />= <br />0 <br />J <br />W <br />7 = <br />8 <br />F 16- <br />B/ 1 T <br />¢ o <br />r co <br />tNOMINAL.QUANTITY <br />OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c precast intels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 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. Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />REBAR <br />MIN. <br />(1) 1) REQ'D <br />-1/2" <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d a <br />G O d <br />11 <br />a <br />a <br />ON C.M.U. <br />#5 REBAR AT TOP <br />a' A <br />a <br />GROUT <br />MIN. (1) REQ'D <br />< <br />� , <br />D <br />1-1/2" CLEAR <br />a <br />a n <br />a <br />c <br />4 <br />< <br />C.M.U. <br />5REBARAT <br />O <br />BOTTOM OF <br />n~ z F <br />Lou O <br />o <br />LINTEL CAVITY <br />W rr) <br />p W <br />O <br />L- <br />OTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />o U z <br />Q Q C) <br />0 u 0 w ui <br />¢ 0 3: <br />22 <br />rr <br />r <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />7-5/8"ACTUAL <br />' NOMINAL WIDTH <br />(VARIES) <br />U) Lo a <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 />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O O <br />5'-10" LL 6-6" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />'R) <br />co C- ..,� <br />LID L <br />_-. <br />}t J} <br />r <br />WSJ' <br />N) <br />'tS a, 0 0 <br />3r-0.= <br />cc -c- ®UJ <br />CV <br />N <br />O <br />N <br />M <br />N <br />le <br />No P 8/�b •� <br />•' <br />® STATE 0- <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 2020 Florida Building Code - <br />Residential 7th Edition. 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