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7 <br />W <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 5-112" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed 1_1360 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 verticalload-Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOLID <br />' J <br />0 #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />iEmu= <br />E I <br />! <br />A <br />i <br />f <br />O <br />8'-8" LL <br />O <br />4'-6" LL <br />1 TrC UCJIIaIVHI IVIV <br />#SREBAR <br />MIN. <br />AT TOP <br />(1) REO'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT /U=UNFILLED <br />CLEAR <br />STEEL LINTEL <br />° ° <br />R = RECESSED <br />.,., <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />G ` <br />M.U. <br />#5 REBAR AT TOP <br />° ° ° <br />. <br />MIN(1) REO'D /2" CLEAR <br />1-1C <br />_ <br />7j== <br />S 16- B/ 1 T <br />Q <br />J <br />z <br />c < <br />GROUT <br />•i• <br />-- <br />� <br />QUANTITY OF <br />tNOMINAL,° <br />5 REBAR AT <br />= N N � <br />s�i• <br />ifl <br />WIDTH #5 REBAR AT <br />v <br />BOTTOM OF <br />uj w <br />T-8" LL <br />TOP <br />LINTEL CAVITY <br />U 0 r~n <br />NOMINAL- <br />° <br />-BOTTOM <br />LAj <br />o Li 0 <br />HEIGHT <br />REINFORCING <br />¢ C7 ¢ <br />t <br />7-5/8"ACTUAL <br />IN <br />LL <br />8" NOMINAL WIDTH <br />PNDEDED <br />• O � � • 5 REBAR AT BOTTOM <br />a <br />(VARIES) <br />g. <br />t; o L R AS INDICATED <br />MATERIALS <br />cT1 prec tels = 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 />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 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 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: %4"=1'-O" <br />c <br />r P ' <br />� W <br />Z ono <br />92. <br />`O <br />m K <br />uw C.- <br />1-4 SL <br />d w <br />w ¢� <br />o Q <br />y. <br />W N a) Q7 <br />a� <br />0 <br />N <br />N <br />0 <br />oU'), <br />i. <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 2020 Florida Building Code - <br />Residential 7th Edition. 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