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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.03-0605.05 and 03-0605.04. <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 <1 •0 <br />a e vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T81F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOLID <br />'v QQ <br />o :a• � W <br />J <br />�U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />"V" LINTEL DETAIL <br />SCALE - N.T.S. <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 />S2 <br />< <br />W <br />8 F 16- B/ 1 T <br />H <br />to <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />c� t a tlfnteIs = 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 />#S EBAR .(1)RETTOP ALTERNATE POWERS <br />IN <br />(1) O'D <br />° CLEAR STEEL LINTEL <br />a ° <br />e <br />G 44 C.M.U. #5 REBAR AT TOP <br />° ° MIN. (1) REO'D ° Q 1-1/2" CLEAR <br />MIN. <br />L <br />G <br />GROUT <br />n J <br />•'i <br />to <br />d <br />C.M.U. <br />�. <br />° <br />5 REBAR AT <br />OF <br />= ai W <br />F- w <br />- <br />O <br />BOTTOM <br />LINTEL CAVITY <br />ij rn _5 <br />•ti• <br />-BOTTOM <br />O¢ U 0'z <br />. /6 <br />F <br />O <br />F <br />O <br />REINFORCING <br />LINTEL ,PROVIDED IN <br />LL 0 <br />- Q : � <br />D Q <br />+REBAR AT <br />4'-6" LL <br />, „ <br />2 -7 LL <br />NAL WIDTH <br />ui <br />1 L, �IAS <br />INDICATEDBOTTO <br />(VARIES) <br />c~n 5 <br />n A <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 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 comentibuos 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 @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />4'-6" LL <br />O <br />7'-4" LL <br />L <br />_L <br />LINTEL PLAN <br />SCALE: Y4'=1'-0" <br />0 <br />0 <br />0 <br />,�,{?:ltrf Ie�err <br />Q" <br />Q' <br />AROFESS\O� <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 2017 Florida Building Code - <br />Residenfial 6th Edition. 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