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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 />;P;; Jr;; ',; , •, ." FORM 8 GROUT SOLID <br />8F8-1B/1T 8F8-OB/1T 8RF6-0B/1T p J <br />10 <br />M'o IM o BAR CONT. <br />r", <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1TgF12_1g/1T5 ®"V"LINTEL DETAIL <br />_3 cTr. IA-Im ra_A7 'M SCALE = N.T.S. <br />0 <br />ONE <br />0 <br />0 <br />M <br />IN <br />M.000 <br />MEN <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />Lu <br />8F16- B/1T <br />2 <br />,6 Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />e <br />d <br />Ad A <br />a <br />-#5 REBAR <br />MIN. (1) REQ'D <br />ALTERNATE POWERS <br />�1E' <br />STEEL LINTEL <br />M.U. <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D Q 1-1/2" CLEAR <br />a e <br />a <br />GROUT <br />n �O <br />m ¢� <br />• <br />5 REBAR AT <br />BOTTOM OF <br />= - U)) w " <br />L 2 i LU <br />LINTEL CAVITY <br />Lu v o rn � <br />o <br />OTTOM <br />uJ <br />o ¢ ci O Z <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />=¢ ¢ 17 c <br />Z p w <br />R <br />7-518"ACTUAL <br />' N MINAL WIDTH <br />(VARIES) <br />ran si <br />A <br />AS INDICATED <br />MATERIALS <br />�-16 GAUGE POWERS <br />iic precasiiImals = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8' to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />1. Refer to manufacturer's specifications for installation. <br />6. Reber per ASTM A615 Grade 60. <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 manufacturer's specifications. <br />3. If lintell is scratched or damaged refer to Powers Steel for repair. <br />7/32 wire per ASTM A510. <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 planidetails 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 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 @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) 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/ Y" 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 />I I TNVALL <br />IW°J <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" = V-0" <br />O <br />8'-0" LL <br />0 <br />4'-6" LL <br />0 <br />4'-6" LL <br />B <br />MIN. <br />5'-8" LL <br />O <br />1I T-0" LL <br />E <br />MIN. <br />17'-4" LL <br />�0 <br />5-10 LL <br />LINTEI PLAN - ELEV-A <br />SCALE: Y4'=1'-0" <br />es <br />C%4 <br />0 <br />d! <br />C* 0 <br />ca m =o <br />LU C W_ <br />LLB <br />C Wit N <br />_.omu <br />w �+" a <br />wo .. <br />tl) N L <br />o a, <br />_ 3 co <br />ya> JM <br />.r •' co a� <br />c E <br />ro 0 <br />a. u <br />C� <br />v.. <br />1N�`g3tittltlttitttrr <br />U �Q a¢ O� <br />-� a N <br />FESS10 r <br />\� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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