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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, 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 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 �� • O <br />Safe vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />BE= 3MLM MELm <br />U.N. L <br />MEMO M 0 <br />8F44 1 B/1T 8F40 1 B/1 T 8RF40 0B/1T 8F32 1B/1T <br />FORM do GROUT SOLID <br />_� <br />O N W <br />� �- J <br />TU <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />al <br />MEN <br />M <br />E11MMMI <br />Sim,. <br />OEM <br />IN! <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />a <br />R = RECESSED <br />J- <br />QTY. OF #5 <br />° a <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />a <br />¢ <br />w <br />°e d <br />z <br />8F16- B/1T <br />H <br />a <br />J <br />< <br />°4° <br />0 <br />tZ <br />tNOMINAL <br />L QUANTITY OF <br />° <br />WIDTH #5 REBAR AT <br />< O <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />c precas mtels = 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 />7132 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 />CLEAR <br />.M.U. <br />GROUT <br />5 REBAR AT <br />BOTTOM OF <br />LINTEL CAVIT <br />OTTOM <br />REINFORCING <br />L PROVIDED IN <br />NTH " 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 />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 @ TIWALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Yz" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REO'D 1-112" CLEAR <br />n �O <br />0 Co F C.M.U. <br />-ZW <br />� U Z <br />Q¢C7LU <br />er <br />Ov:OW n <br />Q t 0 3 � #5 REBAR AT BC <br />� 55 ¢ a N 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 manufacturers 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 />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 />1 WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <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 />O <br />5'-8" ILL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4'=1'-0" <br />Z <br />0 <br />m � <br />> W <br />O <br />ay O <br />r\ o <br />u c <br />= O V GV <br />_ m x <br />s LA -a <br />N Lc O a <br />N O � <br />Q N Y <br />co <br />u <br />d c <br />>Es>" <br />a> a� � u Cu <br />= cu <br />N (.1 <br />c E <br />a <br />CM <br />0 <br />N <br />0 <br />Ln <br />0 <br />�N <br />i ate,' <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with <br />the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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'a <br />c <br />Q. <br />U <br />J 0 <br />J <br />JOB <br />NO: <br />23-04910 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />