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J <br />H <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 L/180. <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 verttcal (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 />WS =W.M== <br />UIR Jim! _H1 <br />a M <br />8F44 1B/iT8F401B/1T 8RF40OB/1T 8F321B/1T <br />FORM & GROUT SOLID <br />:!• _ <br />O LLJ <br />' NZ J <br />-U <br />O #5 BAR CONT. <br />8F12-1B/1T <br />VV LINTEL DETAIL <br />SCALE = N.T.S. <br />UT <br />on <br />on <br />E <br />E <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1 T <br />a <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c-1-i' precasMintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 />#5 REBAR <br />MIN. <br />(1) REQ'D <br />-1/z„ <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />c d <br />Od d <br />e <br />G.0-C.M.U. <br />#5 REBAR AT TOP <br />d ° d <br />e <br />GROUT <br />MIN. (1) REaD - 1-1/2" CLEAR <br />� d d <br />G <br />a <br />r J 0 <br />g? <br />d <br />5 REBAR AT <br />= - y , j <br />BOTTOM OF <br />Z W <br />ai <br />o <br />LINTEL CAVITY <br />Lu U <br />-BOTTOM <br />o M U O <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q < C7 ¢ <br />Z 6 o W ,n <br />< O 5 REBAR AT BOTTO <br />7-5/8"ACTUAL <br />NOMINAL WIDTH <br />(VARIES) <br />u ,n Ira 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 />O <br />4'-6" LL <br />O <br />9'-0" LL <br />O <br />8'-8" LL <br />(E) MIN. <br />17'-4" LL <br />'LL <br />O <br />3'-8" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-O" <br />�A <br />a <br />no <br />Z. <br />O Li.l <br />C s <br />Li ^ Co <br />Z <br />to v eh <br />LA- ate. <br />a z <br />co <br />a' a = 0 <br />LJ <br />3 Ca <br />Ca <br />m d CD a <br />C <br />3 yE ¢�i�aii{l�rP��i <br />�. <br />OFESSIO <br />1�• <br />`F�;rl/�6Ei6tef�tl;\\� <br />To the best of the Engineer s knowledge, informal on and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential An 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 />4 <br />V <br />E <br />M8 <br />M <br />0 <br />N O 6, co � <br />0 <br />y M V <br />°- <br />Z_ <br />r m o <br />o <br />rO rV _ O <br />�pjO' <br />W <br />IL Z <br />m <br />U500 <br />zOC) <br />C14 <br />9 <br />W <br />El 1:1 <br />V M � <br />z N a <br />z � � <br />z o <br />J <br />rZ N <br />N <br />N <br />co <br />z <br />N <br />tD o <br />- u <br />},Q) <br />w y <br />d <br />U <br />m <br />o <br />v I <br />L"• N <br />N <br />(a <br />.. <br />r- cl) <br />v Gi <br />w <br />E <br />mI <br />min <br />t~ can �' <br />Q <br />soy <br />o <br />w <br />CC) <br />M <br />z F <br />� <br />ZZZ <br />g <br />LJL E <br />zo <br />o� <br />>N <br />¢ry <br />o <br />E � <br />=® <br />O <br />i5 <br />0 <br />a <br />0< <br />0�< <br />cO <br />QZ <br />Wz�womoZ=w <br />0zwZ <br />1-5 1 <br />a� <br />2zo <br />S <br />g <br />W <br />N <br />A S <br />az <br />ZW <br />m <br />�p <br />�- <br />M <br />J w <br />w� <br />GIs <br />a0 <br />zl< <br />>LO <br />CC <br />N <br />Co LO <br />N <br />:) T <br />�1 <br />r <br />U) .2LO <br />N <br />M <br />.0 <br />M <br />N <br />LO <br />T <br />Q <br />N <br />T <br />(0 L <br />N <br />M <br />i6 to <br />o <br />Z <br />N <br />C <br />a <br />E <br />v <br />w <br />Q o <br />JOB <br />NO: <br />23-06124 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />