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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 L1180. <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 �� ° 0 <br />Sae vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />i <br />81`441B/1T8F4016/1T 8RF400B/1T 81`321B/1T <br />FORM & GROUT SOLID <br />1�h :: a . _ tY <br />CV Q <br />O W <br />I <br />K <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />VV LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />MIMMI <br />=E1 <br />101 <br />OMMMIN <br />M! <br />am-EMMI <br />E <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />J <br />W <br />8F16- B/1T <br />a <br />iio <br />g <br />i6 <br />Z <br />t <br />r <br />NOMINA QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />c-1-f precasflintels = 3500 psi. <br />2. f'c 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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 RE AT TOP ALTERNATE POWERS <br />MIN..(1)(1) REQ'D <br />e CL <br />O EAR STEEL LINTEL <br />e <br />a <br />a .M.U. #5 REBAR AT TOP <br />e ° e MIN. (1) REQ'D G <) 1-1/2" CLEAR <br />a - , <br />A e <br />G <br />GROUT <br />- n <br />v <br />v <br />Jn <br />> t <br />e <br />F <br />c J <br />C <br />5 REBAR AT <br />x - cn Lu) <br />Uz <br />BOTTOM OF <br />"- uJ <br />L W O <br />_ <br />LINTEL CAVITY <br />O <br />-BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />O Ci z <br />¢ ¢ (7 <br />Z �-` own <br />¢ Z. O g <br />iB � a <br />a <br />p G\ p <br />` <br />Q, <1 <br />5 REBAR <br />AS INDICA <br />/8"ACTUAL <br />0INAL WIDTH <br />(VARIES) <br />n <br />, <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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />4r-6" LL <br />4'-6" LL <br />O <br />9'-0" LL <br />O <br />8'-8" LL <br />O MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: %4'=1'-O" <br />LL <br />O <br />T-8" LL <br />0 <br />6� <br />) <br />N <br />Co <br />® C �� <br />LLJ <br />N <br />U N <br />Q. -0 <br />0 fA `O O <br />a C: <br />C (a <br />>�oW <br />WAf <br />4 <br />A0 <br />� O <br />0��6!l66r;��1�ti <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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