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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 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. 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 load + Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS <br />MEMS <br />ffs ON ON <br />FORM & GROUT SOLID <br />O . W <br />� J <br />U <br />O #5 BAR CONT. <br />81`12-1 B/1T <br />'Vn LINTEL DETAIL <br />SCALE = N.T.S. <br />M <br />moon <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />yl <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16— <br />B/ 1 T <br />U <br />a <br />00 <br />tNOMINAL, <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />#5RQ <br />M IN.. <br />(1)(1) REO'D <br />1/2" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d a <br />d O a <br />#5 REBAR AT TOP <br />_:Z <br />= <br />(D <br />M.U. <br />LU <br />aa <br />° <br />MIN. (1)REQ'D <br />1-1/2" CLEAR <br />n <br />— <br />� <br />J <br />¢ <br />z <br />C <br />— <br />A <br />z0 <br />a <br />a < <br />GROUT <br />io <br />= <br />n �O <br />° <br />v7 <br />5 REBAR AT <br />= u~j w <br />e O <br />BOTTOM OF <br />a (n ? Lu <br />LINTEL CAVITY <br />o U 0O rn w <br />-BOTTOM <br />0 X U O <br />" <br />REINFORCING <br />¢ ¢ (7 00 <br />LL" w <br />_ <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z i <br />0 <br />¢ d 3: IR <br />#5 REBAR AT BOTTOM <br />8" NOMINAL WIDTH <br />(VARIES) <br />U) 16 ¢ d <br />AS INDICATED <br />MATERIALS <br />`---16 GAUGE POWERS <br />cif p precast = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM Cgat fg = 8" to psi slump. <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />POWERS STEEL BOXED LINTEL NOTES ALT. <br />( ) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <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"x1 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 OR Y" <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 />SEE PLAN <br />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 />O <br />8'-0" LL <br />(D <br />4'-6" LL <br />C <br />4'-6" LL <br />(DMIN. <br />5'-8" LL <br />(D (D <br />13'-0" LL 5'-10" LL <br />(DMIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-A <br />SCALE: Y4"=1'-0" <br />V <br />c <br />era <br />C%J <br />c® <br />� U <br />t� <br />•— `; a o <br />CC C-;' <br />N <br />l3 ® a- <br />N = LV <br />N " = r <br />Q CV Y <br />CU N <br />> C <br />dCC <br />� <br />CC CD <br />CD <br />i <br />CD <br />UJ <br />C3° <br />W <br />. ' L j <br />"- <br />R <br />1450 <br />rF L <, <br />'rtiitttii.tpq�i <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. 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 />a o E <br />C', <br />Q 00 U <br />O C o <br />N <br />^ yLO <br />N �N, V 2S W <br />Q C LL 2 LL W <br />J W LL 5 d. <br />a Y <br />3 C <br />L (6 'IT <br />Y <br />W 52mrn <br />J <br />Z N 0 d <br />ILV <br />n N J H <br />O< O <br />Z U <br />W El <br />Z N (7 <br />0 0 <br />o <br />z � N <br />a <br />J — <br />r <br />M <br />N Z <br />o <br />u_ <br />-� cn <br />LU <br />° <br />U <br />O w o <br />tin of <br />MO& <br />�N - <br />c6 f- cn <br />C c <br />W <br />alZ <br />z <br />III o D <br />0 <br />N <br />I� <br />w <br />z <br />a <br />m <br />.:)- O <br />E U <br />=o <br />wa <br />>� <br />< � <br />? <br />oa <br />F@- r0 <br />o <br />—E <br />a <br />o <br />L <br />w <br />J <br />C <br />2 �m <br />omz <br />W <br />m CU <br />N� <br /><w <br />5 <br />O< <br />C1J <br />a <br />OLL <br />U <br />az <br />ww <br />W <br />az <br />=3 <br />J <br />o <br />w¢ <br />0' <br />;o <br />'�Y <br />O ¢ <br />a <br />U - <br />U <br />0 C:) <br />= <br />> M <br />O <br />d' <br />W <br />cD <br />co cfl <br />C) <br />Q <br />cr co <br />U) -2 <br />N <br />LO <br />d' <br />M <br />U <br />M C) <br />LO <br />N <br />Q r) �, <br />r <br />M <br />cM T <br />LO <br />o <br />Z <br />Z <br />E <br />CC a <br />E <br />U Q p <br />� <br />JOB <br />NO: 23-0610 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />1 h I A_..i.nI_ i r.I E 1 — —➢ - - - F—r DTI r I - <br />