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GENERAL INSTALLATJON 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 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 oad Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM dr GROUT SOLID <br />W <br />J <br />0 /5 BAR CONT. <br />8F12-1B/1T <br />W" <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />MEN <br />.0 <br />.9 <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />a <br />tNOMINAL. <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c precas mtels = 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. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5REBAR ATTOP ALTERNATE POWERS <br />MIN. (1) RE'D <br />O <br />EAR STEEL LINTEL <br />° M.U. #5 REBAR AT TOP <br />e ° n MIN. (1) REO'D 1-1/2" CLEAR <br />° <br />A <br />A <br />° <br />GROUT <br />° <br />J X <br />° <br />° <br />5 REBAR AT <br />OF <br />= r j <br />BOTTOM <br />LINTEL CAVITY <br />a Lu fw <br />o V 0 m <br />o <br />OTTOM <br />O of d <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q C7 J <br />O J <br />Z C uJ u, <br />4 .- b 3p: - <br />0f- <br />7-518"ACTUAL <br />'NOMINAL IDTH <br />(VARIES) <br />in � E 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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />I <br />C <br />6-4 <br />O <br />T-8" LL <br />O <br />8'-8" LL <br />MIN. O <br />17'-4" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />9'-0" LL <br />LINTEL PLAN-13 <br />SCALE: Y4"=1'-O" <br />M <br />co <br />o <br />o <br />N <br />-o <br />Cp <br />> W <br />uJ <br />CZ <br />U ,z Cl- o <br />0- <br />m x <br />Q <br />v o n <br />(V � <br />Q N <br />m Y <br />o..>= W <br />m 3 3 {o <br />ca <br />CD <br />>�,eCcr <br />cn d Q <br />� E <br />a u <br />G <br />C14 <br />LL <br />FESSi�� IN <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 />0 <br />a <br />8 <br />0 <br />N0NrNO��JU.iL <br />CLL <br />LLa. <br />Lu <br />ZNW <br />mL oZ <br />NO <br />U <br />y <br />W <br />El <br />pJ <br />� <br />z � <br />V <br />o <br />Z <br />z o <br />J <br />U)Ln <br />z <br />4 -J <br />LU <br />Q A <br />U <br />O <br />W_*V) <br />M <br />w $ <br />N <br />w w <br />tO <br />6 <br />C <br />¢ Y <br />Ncc) <br />0 <br />o <br />w <br />C> <br />z <br />O <br />Z <br />Q <br />g <br />LA_ <br />2 0 <br />g O <br />ZZ m <br />Q n <br />41I- <br />f2 0 <br />aLL <br />Z® <br />� <br />n0 <br />L)o <br />z <br />z <br />CEO � <br />ro <br />t <br />Q o <br />o <br />wz <br />to <br />�� <br />¢= <br />¢�z <br />=�z <br />mo <br />z <br />m J <br />wm <br />¢w <br />8 3 <br />g <br />Z2 <br />dZ <br />W <br />Nw <br />�� <br />J <br />�I� <br />c+�> <br />� <br />5 <br />ao <br />Ln <br />O <br />m <br />0 <br />co <br />CN <br />^ <br />6 ©� <br />�- <br />m <br />L0 <br />N <br />Qi <br />N O <br />LO <br />T <br />Q <br />N <br />.f... <br />CD <br />t'M <br />o <br />Z <br />M <br />Z <br />j <br />E CV <br />N T <br />m <br />a <br />E <br />0 <br />Q o <br />� <br />JOB <br />NO: <br />23-00503 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />