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3 <br />Q <br />00 <br />00 <br />L <br />0 <br />Cn <br />0 <br />.n <br />0 <br />M <br />0 <br />cD <br />M <br />O <br />I <br />N <br />x <br />GD <br />N <br />L0 <br />O <br />N <br />B <br />�O <br />0 <br />J <br />M <br />CD <br />I <br />0 <br />C <br />Cr <br />0 <br />c <br />0 <br />3 <br />a <br />N <br />O <br />CL <br />F2- <br />N <br />E: <br />0 <br />L_ <br />v <br />m <br />Qi <br />LZ <br />v <br />v <br />5 <br />v <br />.o <br />z <br />i <br />0 <br />•U <br />J <br />I7 <br />N <br />M <br />CV <br />0 <br />0 <br />a <br />CC <br />0 <br />M <br />CV <br />N <br />N <br />v <br />0 <br />Cn <br />Q <br />m <br />Cn <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 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 �� . 0 <br />Safe vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />O O <br />8F8-0B/1T 8RF6-OB/1T ;'r. <br />O O O O <br />8RF14-1I3/1T 8RF14-OB11T 8F16-0B/1T 8F16-1B/1T <br />O O <br />8F20-0B/1T <br />8F44 16/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />FORM & GROUT SOLID <br />CV Q <br />O LU <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />n O <br />n <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />P <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 />Z <br />J Lll <br />Z _ <br />6 F 16- <br />B/ 1 T <br />J <br />Q Z <br />W <br />In O <br />tNOMINAL <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTF precasttintels = 3500 psi. <br />2. f'c 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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5REBAR <br />MIN. <br />Q <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 <br />d O <br />d <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />d° d <br />GROUT <br />MIN. (1) REQ'D �i <br />1.1/2" CLEAR <br />v d d <br />n <br />r J <br />C.M.U. <br />d <br />5 REBAR AT <br />= D !~ w <br />O <br />BOTTOM OF <br />a rn - Fw- <br />O 0 <br />LINTEL CAVITY <br />w v ro <br />o <br />OTTOM <br />M it Cj XO - V " <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />11 a a 0 on z <br />o lIr <br />Z w a' <br />¢ _' O ?i <br />#5 REBAR AT BOTTO <br />7-5/8"ACTUAL <br />NOMINAL WIDTH <br />(VARIES) <br />r~n M rr a <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 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 <br />4'-6" LL <br />L <br />Awl <br />O <br />7'-4" ILL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=V-0" <br />C=' 1 Ce <br />C7 <br />"• , t_ <br />d) <br />n <br />t�3 <br />C` 'CL <br />r Jj O O <br />C V <br />y3� <br />Co <br />Q O W <br />N <br />CV <br />O <br />CV <br />M <br />CV <br />r_ <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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