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N <br />N <br />0 <br />CL <br />O <br />0 <br />O <br />z <br />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.03-0605.05 and 03-0605.04. <br />it. 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 • 0 <br />a e vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 06/1 T 8F32 1 B/1T <br />I H, <br />FORM dr GROUT SOLID <br />"v IY <br />J <br />O /5 BAR CONT. <br />8F12-1 B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE " N.T.S. <br />E <br />IZZ0 <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 />Q W <br />x <br />8F16- B/1T <br />a <br />Z <br />tNOMINAL, <br />V <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c precas intels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#SREBAR ATTOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />° CL AR STEEL LINTEL <br />A <br />O <br />° e .M.U. #5 REBAR AT TOP <br />a" a MIN. (1) REQ'D ° 1-1/2" CLEAR <br />a <br />a � n <br />° < <br />GROUT <br />J 0 <br />Z_\ <br />5 REBAR AT <br />= In w <br />O <br />BOTTOM OF <br />are Z w <br />of � <br />° <br />LINTEL CAVITY <br />o v 0 <br />U, <br />0 <br />1 n n' <br />OTTOM <br />a L) <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q (7 on ^ <br />Z�Z LL O W N <br />d d 3:m <br />G h <br />#5 REBAR AT B( <br />7-5/8"ACTUAL <br />' N MINAL WIDTH <br />(VARIES) <br />(n in ir a !a�r <br />° ,, ° <br />AS INDICATED <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 manufacturers 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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />STRUCTURAL SHEATHING <br />SIMPSON MSTAM36 STRAPS EACH <br />ATTACHED PER NAILING <br />STUD ((1) STRAPS EACH SIDE) <br />SCHEDULE <br />CENTERED W/ (13) 10d NAILS & (8) Y" <br />TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) SIMPSON MSTAM36 STRAPS ((2) <br />SEE SEE PLANTIW <br />STRAPS EACH SIDE) <br />oL <br />LL <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR y" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />8" KNOCKOUT COURSE <br />32" O.C. & 6" FROM EACH END <br />A <br />W/ (1) #5 CONT. <br />' <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />g 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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />[ A,1 <br />5'-8" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />Cl� <br />3) <br />cv <br />= Qr <br />%'�'' <br />nR•O F L• <br />�i• <br />�ECJCJ� O <br />\ <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 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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