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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 L/180. <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 />I <br />ON <br />8F44 1 B/1 T 8F40 11 B/1 T 8RF40 OB/1T 81`32 1 B/1T <br />® e <br />FORM & GROUT SOLID <br />o w <br />i J <br />r � U <br />O #5 BAR CONT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.F.S. <br />0 <br />IN <br />0 <br />IN <br />IN <br />El <br />1�1 <br />No <br />11ME-E. <br />0 <br />ml_�_ <br />no <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) %4"x1 a' 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 %" <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 />o,L SEE PLAN <br />T/WALL <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 />(D <br />8'-0" LL <br />C <br />4'-6" LL <br />TYPE DESIGNATION <br />#5REBAR ATTOP <br />MIN.(1)REQ'D <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT/ U = UNFILLED <br />= <br />R RECESSED <br />n ° <br />CLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />O <br />° <br />REBAR @BOTTOM <br />° <br />OF LINTEL CAVITY <br />G <br />C.M.U. <br />#5REBARATTOP <br />¢ <br />w <br />°° ° <br />MIN.(1)REQ'D <br />1-1/2"CLEAR <br />D <br />S <br />6 F 16- B/ 1 T <br />Q <br />M <br />a°Zo <br />° <br />z <br />° <br />GROUT <br />OF <br />tNOMINAL.L <br />a <br />C.M.U. <br />OE <br />QUANTITY <br />° <br />5 REBAR AT <br />= U)w <br />WIDTH #5 REBAR AT <br />a O <br />BOTTOM OF <br />a v, z <br />O0 <br />4'-6" LL <br />TOP <br />NOMINAL <br />a <br />LINTEL CAVITY <br />rn w <br />W v <br />o <br />HEIGHT <br />-BOTTOM <br />REINFORCING <br />o it ci <br />¢ ¢ O Z <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z LL o w F <br />8" NOMINAL WIDTH LINTEL <br />¢ _' O 3: No <br />- 00 w O <br />- <br />5 REBAR AT BOTTOM <br />AS INDICATED <br />(VARIES) <br />MATERIALS <br />cif p cast lintels = 3500 psi. <br />2, fe 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. Rebar 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 />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 />(DM I N. <br />6-8" LL <br />C L_1 <br />13'-0" LL 5-10" LL <br />E <br />MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: %4"=1'-O" <br />c+n <br />iV <br />0 <br />s� <br />'o <br />ry <br />O W <br />C a a <br />an Co <br />'c m w <br />cv <br />as ® .. <br />inC= i <br />.4c <br />y CDs c <br />y w = <br />3 cu <br />cc a+ s a <br />a' o <br />N >Z <br />C <br />A � <br />cz-� <br />M <br />N <br />N <br />y <br />.Q <br />J <br />p <br />6 <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. 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