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A <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 />T 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 />81`44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM k GROUT SOLID <br />CV Q <br />o W <br />O U <br />/5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />INS! <br />I <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />44 <br />R = RECESSED <br />QTY. OF #5 <br />O <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />d <br />QW <br />°O ° <br />8 F 16— MIT <br />a <br />`° <br />° <br />o <br />v <br />Z <br />G a <br />tNOMINAL. QUANTITY OF <br />° <br />WIDTH #5 REBAR AT <br />° <br />TOP <br />NOMINAL <br />° <br />HEIGHT <br />MATERIALS <br />c�lintels = 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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />112" <br />CLEAR <br />.M.U. <br />GROUT <br />5 REBAR AT <br />BOTTOM OF <br />LINTEL CAVITY <br />OTTOM <br />REINFORCING <br />L PROVIDED IN <br />DTH " LINTEL <br />(VARIES) <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 />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <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) Y"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/ Y2" EPDXY ANCHOR OR Y" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />UCTURAL SHEATHING <br />ACHED PER NAILING <br />EDULE <br />E PLAN <br />VALL <br />NOCKOUT COURSE <br />1) #5 CONT. <br />PLAN FOR FILLED CELL <br />CING <br />1 WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <br />(K) <br />8'-0" LL <br />O <br />4'-6" LL <br />x <br />J <br />Ln L Y <br />C.M.U. <br />E <br />O <br />x �w <br />W W o � U) <br />4'-6" LL <br />0 cr U O Z <br />Q¢C7Co <br />IJ <br />O LLO W <br />N <br />- OW O ° <br />• on <br />#5 REBAR AT BOTTOM <br />AS INDICATED <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 manufacturers 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 />B <br />MIN. <br />5'-8" LL <br />O O <br />13'-0" LL 5'-10" LL <br />E <br />MIN. <br />17'-4" LL <br />LINTEL PLAN — ELEV—A <br />SCALE: Y4"=1'-O" <br />r <br />V <br />N <br />O <br />N <br />r^ <br />o <br />r <br />c eo v c+a <br />m C" <br />o <br />y V- Cl- <br />V) -0 N <br />ai a t a� <br />_. <br />o <br />(Y U <br />ti y i <br />ti <br />� c5 cli s, <br />c r_� <br />c � <br />0,`t'e <br />off <br />o <br />`.0 <br />L <br />{t <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineers signature and seal. <br />fA <br />Q <br />U <br />O <br />N N_ O] <br />00 N n <br />N <br />vi <br />n�a <br />i <br />Q <br />13Li Z <br />aj M V <br />C --r LL W <br />ccU-a <br />- a � <br />Ca C j4 <br />W <br />_�. ? <br />7 N O o <br />Z <br />LLN <br />r°�°'m m <br />00 ¢ J <br />L Z <br />0 <br />N <br />IdV U O <br />Z <br />W <br />❑ El <br />N (h <br />0 C' <br />Image <br />v a <br />r Nn <br />�N <br />L <br />(:,) o <br />4-1 <br />w c <br />m <br />�0 <br />( ! <br />N <br />� <br />L N <br />= <br />J <br />w <br />� c <br />r — <br />L 8 <br />J o N <br />Y <br />e <br />0 <br />M <br />Cn <br />J <br />� <br />Z <br />g <br />CI <br />a <br />oo <br />a <br />E <br />w0 <br />ZCcoa�a <br />LLz <br />wW. <br />Z <br />m J <br />J <br />sY <br />LL <br />a � <br />w <br />� u <br />aw <br />az <br />o <br />m <br />a� <br />N <br />o <br />JW <br /><< <br />Eo <br />0 C:) <br />= <br />> Ce) <br />O <br />2 <br />0 <br />N <br />00 <br />r— <br />T <br />L <br />m <br />LO <br />~ <br />� <br />d. <br />O <br />a� <br />cyl <br />O <br />0) <br />1714 <br />a) N <br />LO <br />N <br />Q <br />d- <br />r <br />j <br />CM <br />o <br />z <br />cc <br />Z <br />E <br />E <br />NLO <br />e <br />c`a <br />C:m <br />O <br />c <br />JOB <br />NO: <br />23-06120 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />