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1 111111 I <br />) <br />11 <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.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 vertical (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 .O <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 8RF400B/1T 8F321B/1T <br />FORM dt GROUT SOLID <br />jy <br />O <br />U.I <br />U <br />O <br />j5 BAR CONT. <br />T <br />8F 12-1 B/1 <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />I <br />TYPE DESIGNATION <br />#5REBAR <br />MIN. <br />(1) REQ'D <br />ALTERNATE POWERS <br />F =FILLED WITH <br />GROUT / U = UNFILLED <br />R=RECESSED <br />1/A <br />CLEAR <br />STEEL LINTEL <br />4 ° <br />QTY. OF #5 <br />O <br />° ° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />4 ° <br />M.U. <br />#5 REBAR AT TOP <br />J¢ <br />_ <br />°° ° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />J <br />8F 16— B/1 T <br />a <br />= <br />° <br />z <br />4 ° <br />GROUT <br />4 <br />o <br />n <O <br />LNOMINA QUANTITY OF <br />° <br />REBAR AT <br />= S2 rn <br />WIDTH #5 REBAR AT <br />° <br />BOTTOM OF <br />a � z uJ <br />O <br />TOP <br />LINTEL CAVITY <br />y � <br />Lu' V <br />NOMINAL-° <br />OTTOM <br />LLJ0, <br />o cr d <br />HEIGHT <br />REINFORCING <br />a a (7 <br />7-58"ACTUAL <br />PROVIDED IN <br />Z r'— O w n <br />NOMINAL WIDTH <br />LINTEL <br />¢ Cr <br />5 REBAR AT BOTTC <br />tS INDICATED <br />(VARIES) <br />v~i ¢ a <br />MATERIALS <br />_--16 GAUGE POWERS <br />. c-7 precas intels = 3500 psi. <br />STEEL BOXED LINTEL <br />2_ fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4, maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />1. Refer to manufacturers specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7132 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <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 />4'-6" LL <br />O <br />9'-0" LL <br />O <br />8'-8" LL <br />O MIN. <br />17'-4" LL <br />'LL <br />O <br />T-8" LL <br />LINTEL PLAN—B <br />SCALE: Y4"=1'-O" <br />A <br />C <br />cu � <br />> w <br />c rZ r, <br />C� <br />ev U N Ca <br />x <br />C 1L <br />N <br />— 1O o L <br />Vf � N i <br />ill <br />rn o rp <br />N Y <br />iLLA <br />3 °'• d <br />C= 3 <br />eo 3 fO <br />c a <br />N QA <br />o <br />a � <br />o` <br />fit <br />gROWN'`''`���i <br />_ t <br />f -NSC• T <br />C- <br />A <br />f <br />G�� <br />• L •' <br />,Fr; "f1t111��1\1��\ <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 <br />Florida Building Code - <br />Residential <br />7th Edition. 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