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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, 7132" 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 G1 .0 <br />Safe vertical oa Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALffY, LOTTS <br />81F441B/1T8F401B/1T 8RF40OB/1T 8F321B/1T <br />FORM & GROUT SOLID <br />� d' •:�. N W <br />�U <br />0 ((5 BAR CONT. <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />_ <br />• • <br />E <br />E ^ <br />CFF <br />- <br />• • <br />■ ■ <br />■ <br />■ <br />■ <br />■ <br />• • • • • • <br />1 1 <br />C <br />- <br />� <br />■ ■ <br />■ <br />on <br />Kamm <br />• • <br />• • <br />• • <br />1' <br />1 <br />•' <br />1 <br />C <br />5'-4 <br />O <br />8'-8" LL <br />O <br />4'-6" LL <br />I T t'C Ur-11MU VH I IUN <br />#5 REBAR <br />MIN.(1)REQ'D <br />AT TOP <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT /U=UNFILLED <br />t2" <br />CLEAR <br />STEEL LINTEL <br />a <br />R = RECESSED <br />QTY. OF #5 <br />° <br />P. <br />#5 REBAR AT TOP <br />MIN. (1) REaD <br />11-1/2"CLEAR <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J¢ <br />G <br />,M,U, <br />__= <br />•• <br />i <br />F <br />D <br />_ <br />°° ° <br />= <br />8 F 16- B/ 1 T <br />Uo <br />_ <br />4'-6" LL <br />��a <br />z <br />° < <br />GROUT <br />tNOMINAL, <br />r, Jot <br />QUANTITY OF <br />° <br />5 REBAR AT <br />_ w <br />rn <br />WIDTH #5 REBAR AT <br />BOTTOM OF <br />LINTEL CAVITY <br />a <br />y <br />3'-8" LL <br />._ <br />TOP <br />o <br />sH <br />NOMINAL-° <br />'-*-BOTTOM <br />o ixo $ W <br />j <br />HEIGHT <br />REINFORCING <br />a 0 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LL m <br />LINTEL <br />Z� <br />¢ •' o S �I <br />¢ <br />5 REBAR AT BOTTOM <br />AS INDICATED <br />8" NOMINAL WIDTH <br />(VARIES) <br />u�5 do <br />MATERIALS <br />cT i preca Tihtels = 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 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 />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 @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />MIN. (E) <br />17'-4" LL <br />O <br />9'-0" LL <br />LINTEL PLAN <br />SCALE: Y4'=1'-O" <br />Cn <br />N <br />0 <br />N <br />.r <br />Q <br />� <br />o <br />C2. <br />= cc V <br />N <br />m <br />LL a <br />n 10 O i N O N CoCo cc <br />lO <br />Q N Y <br />3 2 a' <br />u~Q <br />0.coW-co <br />tea•=' �, <br />G E <br />co O <br />Cb V <br />N <br />0 <br />CV <br />N <br />0 <br />"'2�7Si�r <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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