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F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />tNOMINAL. <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <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 5-112" 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. 7132" 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 load Safe horizontal load `- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-1B11T 8F8-OB/1T <br />O <br />0 0 <br />8RF6-0B/1T <br />O O O• O <br />O O O O <br />8RF141B/1T8RF14-OB/1T 8F16-0B/1T 8F16-113/11 <br />© O O 9 <br />FORM & GROUT SOLID <br />b <br />W <br />r <br />U <br />• I <br />O <br />#5 BAR CONT. <br />8F12-1B/1T <br />O O <br />O <br />81`20-013/1 T <br />© <br />"V" <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />e <br />ON #5 REBAR AT TOP <br />MIN. (1�) RELQ'D <br />fea a 15-1/2„ <br />� <br />a <br />= <br />L3 <br />4 <br />LU <br />° a <br />x <br />° <br />a <br />Q Z <br />;0 <br />n O <br />d <br />n Z <br />a <br />(O <br />00 <br />0 <br />M.U. <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D,1� 1-1/2" CLEAR <br />-GROUT <br />45 REBAR AT <br />BOTTOM OF <br />= o w <br />w <br />w O � <br />LINTEL CAVITY <br />U <br />BOTTOM <br />o rr Ci O z <br />REINFORCING <br />Q Q 0 M <br />t-` <br />PROVIDED IN <br />z 6 w m <br />LINTEL <br />¢ Co uJ No <br />0,6 <br />(VARIES) <br />cn n m a - <br />MATERIALS <br />cT 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. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />T 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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8) Y4"xi J" TAPCONS OR TITENS <br />*CENTER OF STRAP @ T/WALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />W/%" EPDXY ANCHOR ORY" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />oL SEE PLAN <br />I T/WALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <br />(D (D <br />5'-10" LL 13'-0" LL <br />Q <br />8'-0" LL <br />(D <br />4'-6" LL <br />(D <br />4'-6" LL <br />B <br />MIN. <br />5-8" LL <br />MIN. E <br />17'-4" LL <br />LINTEL PLAN - ELEV-A <br />SCALE: Y4"=1'-0" <br />cl- <br />� .w <br />aac�CA <br />to <br />W. cvW to <br />2 <br />3 � <br />"en d Cu .a <br />c c 9= <br />C= T <br />N a� <br />c � <br />w <br />CD <br />E� <br />�q <br />( V <br />y ^a <br />y 0 <br />a <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida <br />Building Code - <br />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />E <br />O N 8 <br />' <br />O <br />r oro C: o ti <br />_N <br />00 y <br />�0 <br />V/ <br />•i <br />®n <br />13 UA,�/i <br />4k <br />N C) J <br />Qj 'T u" <br />J tl W <br />J LL a. <br />6 d Y <br />_ <br />- <br />m c d' <br />t m o <br />Ig <br />-.5 '@NO <br />�CO <br />U) c � M <br />_ <br />� N Z 4 <br />N Cl)Q <br />fY 0 <br />OU L) <br />.' 9. W <br />❑ ❑ <br />N M <br />0 <br />2 m o0 <br />o <br />J <br />N <br />c� <br />.o <br />� <br />saa <br />rs� � <br />v � <br />O <br />Lu <br />Cam" N <br />VA di <br />0 <br />LU <br />zl�.. <br />t <br />mo <br />C) 'o <br />0 <br />OD Y <br />N m <br />tml <br />co <br />co <br />M <br />M <br />J <br />O <br />Z <br />4 <br />LL c,i E <br />0 <br />U <br />z o <br />p <br />oLL <br />z <br />>N <br />G o <br />z© <br />as <br />1-- f6 <br />x 00 <br />00 <br />CL <br />o E <br />co rg <br />a¢ <br />aQ <br />o <br />a0 <br />¢a <br />wZ <br />� C <br />am <br />OU <br />ZF <br />INS <br />�•} <br />CID, 4S <br />0 <br />a <br />w <br />C) 7� <br />Q <br />T <br />O <br />w <br />_ <br />> O <br />M <br />�S <br />z�¢ <br />U 5 <br />J <br />�C:) <br />> M <br />m <br />N <br />c� <br />N <br />co cfl <br />r <br />::3 r <br />CO <br />a <br />U)ca <br />LO <br />I� <br />CN <br />a) CD <br />LO <br />O <br />Q <br />C) 04 <br />T <br />c <br />� N <br />M r- <br />�; � <br />6 <br />z <br />Z <br />C <br />E r <br />E <br />N <br />m <br />C <br />a <br />U _J <br />a <br />Q 0 <br />c <br />J <br />JOB <br />NO: <br />23-06108 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />