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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 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 />O O O O <br />8F8-1B/1T 8F8-0B/1T <br />OUD <br />. WIM. Imillullu!1 <br />INS <br />E <br />UV <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />© O O <br />FORM & GROUT SOUD <br />uJ <br />U5 <br />O <br />BAR CONT. <br />8F12-1 B/1 T <br />O O <br />V <br />O <br />81F20-06/1 T <br />© <br />"V" <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />ME <br />MEN <br />I <br />�I <br />IIIIII <br />TYPE DESIGNATION <br />#5REBAR <br />ATTOP <br />F = FILLED WITH <br />IN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />1/2" <br />a a <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />O <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />aC.M.U. <br />IF <br />Q <br />J <br />_ <br />8F16- 6/1T <br />a <br />1 <br />' c <br />ro <br />r <br />Z <br />n <br />° a <br />GROUT <br />t NOMINAL QUANTITY OF <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />a O <br />BOTTOM OF <br />TOP <br />LINTEL CAVIT <br />NOMINAL <br />o <br />OTTOM <br />HEIGHT <br />REINFORCING <br />7-5/8"ACTUAL <br />PROVIDED IN <br />8" NOMINAL WIDTH <br />LINTEL <br />(VARIES) <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D- <br />� � O <br />�O?w <br />l oO� w <br />oCrd0Z <br />Z LL O Lu <br />F d0� <br />v)E6XaS <br />1-112" CLEAR <br />-C.M.U. <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />MATERIALS <br />---16 GAUGE POWERS <br />cif p ca�intels = 3500 psi. <br />STEEL BOXED LINTEL <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 />ALT. <br />POWERS STEEL BOXED LINTEL NOTES ( ) <br />5. Concrete masonry units (CM U) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber 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) Ya"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 %2' <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 />h SEE PLAN <br />N T/WALL <br />IW <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" = 1'-0" <br />O O <br />5'-10" LL 13'-0" LL <br />O <br />8'-0" LL <br />O <br />4'-6" LL <br />O <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: %4"=1'-0" <br />Cam+= � <br />+N <br />L <br />o t <br />� <br />cc -) K <br />LJ-a <br />Cc <br />in N XZ <br />ch CV <br />Pa� o <br />a� <br />m m <br />c E <br />cs1 . v <br />I I -- - r I I --F- Fir--- - <br />