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-W <br />-o <br />m <br />rn <br />LO <br />u9 <br />v <br />C <br />rn <br />S <br />0 <br />O <br />.9 <br />0 <br />1 <br />Cr <br />m <br />rn <br />7 <br />r <br />0 <br />0 <br />0 <br />J <br />io <br />rh <br />0 <br />L <br />u7 <br />L <br />O <br />Q <br />O <br />Q� <br />3 <br />H <br />Q <br />N <br />N <br />v <br />a <br />E <br />O <br />0 <br />a <br />0 <br />v <br />0 <br />J <br />N <br />EZ <br />N <br />N <br />0 <br />0 <br />N <br />N <br />ai <br />S <br />0 <br />f <br />W <br />s <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 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.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 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 �� . O <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />i • :i . �• :�i:;. <br />8F8-1B/1T 8F8-0B/1T 8RF6-OB/iT <br />© © O O O• O <br />8RF14-16/ T 8RF14-0B/1T <br />8F441B/1T8F40 1B/1T 8RF40OB/lT 8F321B/lT <br />• <br />Ue"', <br />O O <br />O <br />8F16-0B/1T <br />8F16-1B/1T <br />O <br />© <br />O O <br />8F20-01B/1 T <br />FORM & GROUT SOLID <br />4. - <br />CV Q <br />O r W <br />� J <br />�0 <br />O /5 BAR CONT. <br />8F12-1 B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <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 />81-16- <br />B/1 T <br />U <br />¢ <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTf p ca�intels = 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 />f IN.(1) <br />MIN. <br />EC.D <br />(1) REQ'D <br />-1LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />° <br />#5 REBAR AT TOP <br />° ° <br />e <br />d <br />.M.U. <br />° <br />a <br />GROUT <br />MIN.(1)REQ'D <br />1-1/2" CLEAR <br />o ° ° <br />G <br />a <br />= <br />n �O <br />rn <br />° <br />5 REBAR AT <br />= r~n , j <br />BOTTOM OF <br />F- m Z w <br />0,w <br />LINTEL CAVITY <br />UJ 0 V 0 U)i <br />o <br />-BOTTOM <br />o R U O Z <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ ¢ C7 ¢ Z_ <br />Z O W, n <br />¢ "' O > <br />#5 REBAR AT BOTTC <br />7-5/8"ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <br />ai U) ¢ <br />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 />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 cemenfitiuos 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 />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4'=V-0" <br />fib <br />0 <br />CM <br />N <br />� <br />ar � <br />O 1JJ <br />r <br />ai o <br />O V tV <br />.mod <br />r- <br />y CV <br />W <br />Cc a, O <br />Q �p <br />r N tic3 <br />CD d <br />> E s c <br />0) u - a <br />3 ro <br />is o, oa <br />� c p <br />d � <br />1Z .Q <br />N <br />c E <br />ca <br />o <br />a � <br />0 <br />0 <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 2020 Flor da Building Code - <br />Residential <br />7th Edition. 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