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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 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 />UR <br />i e <br />woo- 8F20-0B/1T <br />FORM do GROUT SOLID <br />0 V } • r LU <br />O #5 BAR CONT. <br />81`12-1 B/1T <br />(Z <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />E <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 />L <br />8F16- <br />B/1T <br />Z <br />00a 0 <br />tNUMINAL.QUANTITY <br />OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5REBAR <br />MIN. <br />AT Q'D <br />(1) REQ'D <br />L/EAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d <br />A ° <br />d <br />d ° <br />.M.U. <br />#5 REBAR AT TOP <br />a ° d <br />a <br />GROUT <br />MIN. (1) REQ'D 4 <br />o <br />D <br />1-1/2" CLEAR <br />° A d <br />G ° <br />J O a <br />° <br />d <br />5 REBAR AT <br />cn U) CC a <br />= - a) w <br />C.M.U. <br />° <br />BOTTOM OF <br />aU) Z W <br />O 4 <br />oLINTEL <br />`-*-BOTTOM <br />CAVITY <br />uJ V u) U <br />o X Ci O Z <br />REINFORCING <br />¢ ¢ 0 M <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />z LL p w u^, D D <br />¢ cli <br />m <br />�o �, �o <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />NOMINAL WIDTH <br />(VARIES) <br />U)ZD . a <br />MATERIALS <br />cif precast7ntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 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. 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 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'-0" LL <br />5'-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4"=V-0" <br />CD <br />Irc)E� <br />C� <br />40, <br />E •. <br />- <br />FLO <br />����a�l�Fitf tEi4't!>w�ga. <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 />� <br />W <br />a <br />uoi <br />v E 00 <br />00 <br />p M 8 m 1-at <br />N <br />O CV i J <br />LL <br />p• <br />� C5 ci J <br />r() a0 (A7k W <br />N <br />Q <br />rn I__ r__ - LL Lu d <br />Noa <br />LY� <br />JLLLL n. S <br />Z <br />O <br />m c O <br />It <br />15 6R W O J <br />Z <br />ILW <br />��pjO' d <br />co o J a <br />ZOV <br />Lr)N M Z tY rn Q <br />U_j in <br />W <br />❑�❑ <br />CD M � <br />0 0 <br />z � � <br />cq <br />Z � <br />Q <br />J <br />N <br />N <br />M <br />Z <br />CZ <br />�N <br />W1' <br />o <br />LL <br />T <br />C'a <br />Cn <br />w <br />uA <br />O <br />l/i <br />w $ <br />cv <br />u) <br />c <br />w <br />r- - E <br />8 <br />I <br />Of u) <br />letQN� <br />i <br />c. <br />CCD <br />M <br />J <br />z Z <br />o S <br />¢ <br />W <br />z <br />� <br />UL <br />Q E <br />O <br />E U <br />zo <br />wo <br />¢o <br />z® <br />oa <br />ao <br />wX <br />uo <br />O E <br />N <br />oa <br />d z <br />ao <br />ow <br />a z <br />L <br />¢o <br />tt� <br />m� <br />(a <br />o <br />z' <br />w <br />Z< <br />rn J <br />¢w <br />1z <br />Z <br />cn <br />Q 3 <br />p< <br />LL <br />do <br />�W <br />U <br />a& <br />F� <br />>° <br />C) <br />w <br />aF <br />=a <br />o <br />�O <br />> � <br />J <br />N <br />W <br />m <br />0 <br />T <br />f° <br />J <br />N <br />C U <br />O <br />0 <br />m <br />a) <br />r <br />co o <br />L O <br />= N <br />r' <br />N <br />00 <br />N <br />r <br />T <br />T <br />M <br />o <br />Z <br />E O <br />a <br />U � <br />q p <br />JOB <br />NO: <br />20-8086 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />