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m <br />LO <br />CM <br />L0 <br />N <br />LC) <br />LO <br />v <br />Cr <br />0 <br />.a <br />O <br />O <br />J <br />O) <br />M <br />00 <br />0 <br />I <br />N <br />S <br />m <br />n <br />N <br />Ln <br />LO <br />v <br />Lnn <br />0 <br />0 <br />0 <br />0 <br />J <br />0 <br />00 <br />I <br />A <br />L0 <br />L0 <br />E, <br />n <br />r <br />0 <br />C <br />i <br />Q <br />N <br />N <br />G <br />d <br />E <br />H <br />E <br />O <br />0 <br />C <br />c <br />J <br />N <br />N <br />L� <br />U <br />N <br />U <br />.CD <br />0 <br />i <br />a <br />0 <br />•U <br />J <br />v <br />tom. <br />N <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. 1-1-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 />81744 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F32 1 B/1 T <br />3 <br />FORM & GROUT SOLID <br />•:., <br />N <br />o <br />w <br />J <br />O <br />#5 BAR COW. <br />T <br />8F12-1 B/1 <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />I <br />MIME <br />Nino <br />0 <br />i <br />III Jill <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 />J <br />8 F 16- <br />B/ 1 T <br />F J <br />a z <br />00 <br />U� Z <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />#5REBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />1/2" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a d <br />d d <br />,p � <br />.M.U. <br />#5 REBAR AT TOP <br />�. <br />d` d <br />GROUT <br />MIN. (1) REO'D <br />p <br />1-1/2" CLEAR <br />a <br />A <br />a < d <br />o <br />Ln o' <br />a L` <br />° <br />C.M.U. <br />d <br />5 REBAR AT <br />= - rn j <br />D <br />BOTTOM OF <br />a cm» <br />0, <br />O <br />LINTEL CAVITY <br />m <br />o V <br />-BOTTOM <br />o ¢ d O <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ ¢ d <br />ZOLL d w n <br />¢ -- b 3:` <br />G G <br />C� <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />7-5/8"ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <br />�2 ¢ a D <br />ti'� <br />MATERIALS <br />cTf p�flfntels = 3500 psi. <br />2, fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fig = 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 />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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAPS EACH <br />STUD ii STRAPS EACH SIDE) <br />CENTERED W/ (13) 10d NAILS & (8) Y4' <br />TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) SIMPSON MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <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 />UCTURAL SHEATHING <br />ACHED PER NAILING <br />IEDULE <br />E PLAN <br />VALL <br />NOCKOUT COURSE <br />1) #5 CONT. <br />PLAN FOR FILLED CELL <br />,CING <br />WALL SPLICE DETAIL <br />SCALE: 1" = 1'-0" <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 />(E) <br />MIN. <br />17'-4" LL <br />5'-8" LL <br />MENNOMM <br />O <br />5'-8" LL <br />CED <br />5'-10" LL <br />O <br />5'-8" LL <br />LINTEL PLAN - ELEV-Bl <br />SCALE: %4'=1'-0" <br />O <br />5'-8" LL <br />CED <br />5'-10" LL <br />O <br />5'-8" LL <br />LINTEL PLAN - ELEV-Bl <br />SCALE: %4'=1'-0" <br />c LZ <br />rLu =3 <br />y ea s <br />C5C= s4) <br />c <br />Cr <br />a FE Q <br />La <br />L <br />CZ W Cu <br />,Ir <br />0 <br />-.C. S' p <br />e <br /><; GjL7�\ i <br />��,O <br />s e? <br />�L <br />tille�\�� <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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