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3 <br />-n <br />J <br />m <br />LO <br />L0 <br />Cn <br />v <br />0 <br />0 <br />0 <br />J <br />O <br />rn <br />O <br />I <br />OD <br />L1-) <br />un <br />rn <br />v <br />0 <br />0 <br />J <br />0 <br />rn <br />M <br />0 <br />I <br />LO <br />L <br />v <br />Cn <br />Yrn <br />L <br />3 <br />a <br />N <br />N <br />N <br />d <br />E <br />F2- <br />(D <br />E <br />0 <br />0 <br />v <br />N <br />J <br />N <br />r7 <br />E2 <br />0 <br />U <br />E <br />C <br />0 <br />UI <br />U <br />N <br />a <br />z <br />I <br />v <br />ID <br />U <br />J <br />N <br />N <br />CN <br />cV <br />Gi <br />0 <br />0 <br />a <br />CV <br />cV <br />O <br />PM <br />N <br />N <br />0 <br />V) <br />Q <br />m <br />v <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 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 vertical (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, LOTS <br />8F44 1 B/1 T 81740 1 B/1 T 8RF40 06/1T 81`32 1 13/1T <br />3 <br />FORM do GROUT SOLID <br />of <br />iV Q <br />0' < LU <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />EM <br />M <br />=0 <br />MIEN <br />on <br />no <br />� 00 <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 />LU <br />8F16- B/1T <br />" <br />rQUANTITY <br />z <br />tNOMINAL. OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />o <br />HEIGHT <br />ILI <br />MATERIALS <br />cTi precastlintels = 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. 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 />#5 (1)REBAR AT TOP ALTERNATE POWERS <br />MIN..(1) REQ'D <br />LEAR STEEL LINTEL <br />C <br />O <br />n <br />d ° .M.U. #5 REBAR AT TOP <br />a° A MIN. (1)REQ'D - 1-1/2" CLEAR <br />° <br />° G A <br />d ° <br />GROUT <br />h J Q <br />n <br />m F <br />5 REBAR AT <br />= - cn j <br />on <br />�= <br />° <br />O <br />BOTTOM OF <br />w <br />w W O <br />LINTEL CAVITY <br />(n <br />LU <br />OTTOM <br />o ¢ U O <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />o c7 Co <br />- p w <br />Z N <br />Z. w7 3: <br />j <br />#5 REBAR AT B( <br />7-5/8"ACTUAL <br />NOMINAL WIDTH <br />(VARIES) <br />U)= 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 cementitluos 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'-0" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />0�7 <br />X <br />C9 <br />' <br />C: 4 2 <br />a; <br />FLU <br />C'V <br />0 <br />CV <br />CV <br />c <br />o <br />d <br />v <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 of the drawing pages bearing <br />Engineer's signature and seal. <br />C) <br />W <br />Q <br />h <br />v E <br />0 co 3 N ti <br />N C5 l�L <br />V <br />o <br />C) <br />�U <br />0)tn�n <br />Q <br />o w a- <br />Qj _J LL a Y <br />c u- a w 'S <br />o <br />0a <br />�Z_y <br />r m <br />'Fu N (Q u J <br />W <br />05 cj ¢ a <br />Z <br />IL <br />a <br />L0 mzXr20 <br />Z <br />N Q U N <br />°" <br />Z <br />W <br />❑ao <br />U <br />z N a <br />o <br />N <br />Z mE3 <br />z � � <br />Q <br />h <br />N <br />Z o <br />W <br />(D o <br />LL <br />a-1 <br />cri <br />w m <br />O <br />�N <br />w o <br />d <br />in <br />U c <br />w <br />1 J E <br />t6 O <br />I <br />= t Uhl <br />U� <br />U ) N <br />`� <br />Offil <br />a <br />44 <br />o <br />J <br />Z <br />w <br />z <br />co <br />M <br />0, <br />Z <br />Q <br />LL <br />E <br />z� <br />ow <br />o <br />Zry <br />Qo <br />O <br />E V <br />a0. <br />za <br />oca 0 <br />G <br />CD <br />XO <br />OQ <br />a <br />wo <br />�O <br />U� <br />f <br />wz <br />CN <br />o <br />i <br />ao <br />m� <br />Cn <br />0. <br />O, <br />z <br />Z <br />N <br />J <br /><m <br />aw <br />zz <br />N <br />�i°0 <br />w <br />a <br />W <br />Q <br />wLL <br />rn w <br />JZ <br />w <br />,F <br />>° <br />o <br />_< <br />aF <br />°3: <br />0 <br />`O <br />= <br />> d' <br />LO <br />m <br />.-� <br />Q <br />0 <br />I- <br />CO Np <br />_O <br />CV <br />�- <br />O <br />Y <br />U <br />N <br />N <br />�± <br />L0 <br />LO <br />Q <br />N <br />r <br />r <br />N <br />E <br />E <br />c <br />O <br />Z <br />Co <br />Z <br />v <br />E 1- <br />N <br />c <br />a <br />E <br />U � <br />¢ p <br />-J <br />JOB <br />NO: <br />22-02390 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />