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CM <br />_ <br />oO <br />rn <br />L0 <br />L0 <br />Q- <br />Cl] <br />0 <br />�p <br />J <br />ca <br />I <br />r'7 <br />_ <br />m <br />CJ) <br />L0 <br />rn <br />`v <br />Cn <br />0 <br />a <br />0 <br />I <br />M <br />M7 <br />CV <br />tC') <br />LO <br />O <br />V <br />F <br />O <br />/ <br />3 <br />Q <br />N <br />N <br />0 <br />o_ <br />E <br />O <br />0 <br />a <br />0 <br />_o <br />-0 <br />N <br />O <br />r` <br />v <br />a <br />O <br />tn <br />0 <br />L <br />LO <br />Cn <br />0 <br />IV <br />W <br />0 <br />w <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 L/360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed U180. <br />6, Bottom Feld 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 />0.0 Moo] 00 <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />FORM &GROUT SOLID <br />V }• <br />O W <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />am <br />me <br />0 <br />00 <br />W <br />on <br />OMNI <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 W <br />8F16- B/1T <br />UJ <br />0 <br />Ui <br />Z <br />T <br />tNOMINAL. <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c -pre-cas 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 wl <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 />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />4 d 1/2" <br />CLEAR <br />d ° <br />a d ° .M.U. <br />d° <br />° <br />M. <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D- <br />-GROUT <br />� J � <br />-45 REBAR AT <br />= - � j <br />U) <br />BOTTOM OF <br />EL w <br />0 <br />LINTEL CAVITY <br />wo U <n w <br />BOTTOM <br />o 1r ci O z <br />REINFORCING <br />¢ ¢ C7 Z <br />PROVIDED IN <br />Z LL w n <br />LINTEL <br />¢ So O O IP <br />(VARIES) <br />rn � it EL `. <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 />1-1/2" CLEAR <br />FC.M.U. <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 />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />� <br />c <br />c <br />� <br />a <br />-a m x <br />U- <br />- Cc C= <br />N 9 N t <br />Cn C= cc <br />d Y <br />CDC= C '> ®s c <br />CD _ a <br />� 3 � <br />Cc 3 <br />m ao � <br />is y C <br />c E <br />c <br />Y <br />N <br />6 <br />V <br />$1'rr <br />1;e1it?$�ll� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />+k <br />' <br />W <br />Q <br />'T E <br />o coo N S o <br />N M R) <br />d CID:co <br />� N cN„ � <br />N�M <br />9C <br />I11 <br />C 2C # LJi <br />C J 5 LL <br />caLLL 3 d <br />J _ <br />x <br />Z10 <br />L O 0 <br />W <br />'Fa NCO <br />5, <br />Z <br />00 O <br />L0 04 Z Q <br />N o v U O <br />Z <br />W <br />El El <br />V M � <br />N th <br />0 00 <br />z <br />Q � <br />r- <br />IN <br />M <br />b <br />C9 0 <br />u, <br />J <br />O <br />to <br />w o <br />wa <br />U <br />W J <br />.gw <br />E <br />I�... <br />_ 8 <br />U o <br />U, <br />!v <br />CD <br />w <br />co <br />M <br />J <br />Z <br />L.L_ E <br />h <br />Z Q <br />ra. p <br />o <br />Z p <br />I- ni <br />M O <br />X U <br />V O <br />0 U <br />E C� <br />O <br />Co <br />d t <br />Z <br />w p <br />Z <br />W <br />C/) <br />ca <br />Q O <br />Z <br />W <br />m O <br />oZ <br />Zaw <br />m C <br />J <br />a ° <br />�z <br />3 <br />C <br />�< <br />z <br />Jo <br />W <br />< <br />Qo <br />a w <br />z <br />J <br />ola <br />v <br />o <br />0 O <br />= <br />> Cfl <br />LO <br />L0 <br />Q <br />C7 <br />CL <br />LO <br />co <br />CoO <br />T <br />O <br />Cf <br />Yca <br />T <br />m <br />L^ <br />r <br />4-J <br />C <br />/ <br /><C <br />M <br />I0 <br />c N <br />r <br />CV ` <br />Lo <br />T <br />T <br />� <br />T <br />E <br />c <br />M <br />6 <br />M <br />Z <br />c <br />Z <br />E T <br />E <br />�' <br />m <br />_ <br />ro <br />a <br />v <br />¢ o <br />JOB <br />NO : <br />23-06143 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />ZZ <br />:i <br />�wntNMI 1111""InVIIIIIttlwrtnmmo�lnn. ter_ <br />