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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. 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 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 �� • 0 <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF40013/1T 81`32113/1T <br />FORM & GROUT SOLID <br />� J <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />'Y LINTEL DETAIL <br />SCALE = N.T.S. <br />01 <br />Elm <br />N <br />N <br />no <br />I T t,t UL, IL VH I I l'4 <br />#5 REBAR <br />MIN.(1)R1 <br />AT TOP <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT/ S UNFILLED <br />R =RECESSED <br />1l2 <br />CLEAR <br />STEEL LINTEL <br />° e <br />QTY. OF #5 <br />° .1° <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />Q <br />g <br />w <br />e° ° <br />MIN. (1) REQ'D G G <br />1-1/2" CLEAR <br />8F 16- B/1 T <br />U <br />< <br />6 <br />z <br />° <br />° <br />4 e e <br />bo <br />2 <br />z <br />GROUT <br />P <br />tNOMINAL. <br />L6 <br />&DQUANTITY <br />! <br />Q <br />C.M.U. <br />OF <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />a O <br />BOTTOM OF <br />a y zrn�w <br />3 <br />TOP <br />TOP <br />0 <br />LINTEL CAVITY <br />o U to <br />w <br />NOMINAL <br />-BOTTOM <br />0 x U O Z <br />HEIGHT <br />REINFORCING <br />m¢ ¢ c7 ¢ <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z a O w ui L <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' N . <br />a CL �: ! <br />5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />v~i it ' <br />MATERIALS-16 <br />. cif p ca�intels = 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 />GAUGE POWI <br />STEEL BOXED L <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <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 />5. A bonding agent must be applied to the Steel Box lintels prior to <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 />applying the cementibuos 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 a" 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 Y2' <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/VVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = V-0" <br />00 <br />r <br />0 O <br />5-10" LL 13'-0" LL <br />O <br />8'-0" LL <br />�O <br />4 -6 LL <br />(K) <br />4'-6" LL <br />MIN,B <br />5'-8" LL <br />MIN.E <br />17'-4" LL <br />LINTEL PLAN - ELEV-A <br />SCALE: Y4"=1'-O" <br />0 <br />co <br />- Co <br />{ � L <br />W <br />tit 0 <br />a) CL Q <br />a N O O <br />:3 1= U <br />CL W , <br />• <br />c1 �• ••`••.\v` ••• <br />,.N��° <br />•• Ct <br />••�Y l - <br />�A • <br />•�`O <br />yJ��2� o� <br />_ � <br />'� ••.o L <br />� <br />0 to <br />1 <br />a <br />N, <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 Building Code - <br />Residential <br />7th Edition. 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