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0 <br />cn <br />C <br />N <br />CD <br />Z. <br />co <br />M <br />0 <br />to <br />C <br />N <br />-v <br />0 <br />0 <br />CV <br />O <br />-M <br />0 <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 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 / . O <br />Safe vertical load + Safe horizontal load \— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />FORM & GROUT SOLID <br />O W <br />_, J <br />�U <br />O #5 BAR CONT. <br />8F 12-1 B/1 T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />on <br />mom <br />10 <br />N-10 <br />00 <br />no <br />N <br />3 <br />10 <br />11 0 <br />UK <br />i <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 />8F 16— B/1 T <br />Q <br />00 o <br />tNOMINAL, <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5EEBAR <br />MIN. <br />AT OP <br />(1) RECIQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />O <br />A A <br />u <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />A' A <br />a <br />GROUT <br />MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />° <br />D p <br />a <br />A A <br />d <br />a <br />r J J L <br />a <br />u) to H m ° 4 C.M.U. <br />5 REBAR AT <br />= U) ut w <br />BOTTOM OF <br />U) z Lu — <br />O u) 4 <br />o <br />LINTEL CAVITY <br />Lu V <br />1` <br />OTTOM <br />D U U", u, <br />REINFORCING <br />¢ ¢ C7 'm 9 <br />7-5l8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z LL o w n D D <br />¢ :' O 3: #5 REBAR AT BOTTC <br />ai � M a a° �° AS INDICATED <br />'NOMINAL WIDTH <br />(VARIES) <br />MATERIALS <br />c�precas rintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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 cementifiuos 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 F-0" <br />r <br />rgo VIA <br />° <br />< <br />�4�,, <br />FFO <br />q <br />��O�E <br />r5tot* <br />Nv <br />Z <br />tPdEEw10\ <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W <br />Q <br />S <br />n <br />E co <br />O M 8 N h# <br />O N J <br />u- <br />O <br />coLo r J <br />co cn # LL W <br />N <br />Qr <br />Cn r- f- a W a- <br />V S <br />-, fA fn <br />cc LL LL 352 a W <br />J 0c0 <br />Z <br />L ", S <br />fa <br />L O . 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