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' �■I��rr�T Irt""-ar1111 �YalR491�l�1Q 1�'> I <br />GENERAL IIISTALLATION NOTES <br />1. Provide full mortar heac 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 stin ups are welded to the bottom steel for mechanical anchorage. <br />8• Cast -in -place concrete nay be provided in composite lintel in lieu of concrete <br />masonry units. <br />9. Safe load ratings bases 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 intels installed in exterior concrete masonry walls shall have <br />a coating of stucco app led 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 • O <br />`ate ve cal oa Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRLTE, QUALITY, LOTTS <br />8F8-1B/1T 8F8-013/1T 8RF6-08/iT <br />O O O O ,.��� ;• <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/1 8F16-1B/O <br />• © © © ® 0 8F20-OB/1T <br />8F44 1 B/1 T 8F40 1 B/1 T BRF40OB/1T 8F321B/1T <br />® © ® 8 <br />FORM dt GROUT SOUR <br />O /5 BAR CONT. <br />8F12-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE - N.T.S. <br />Mon <br />=E= <br />IN <br />0 <br />U*T <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />7 <br />8F16— <br />B/1T <br />a <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />17TF 7905F intels = 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 />#5REBAR <br />MIN. <br />(1) REQ'D <br />1/2STEEL <br />-LEAR <br />ALTERNATE POWERS <br />LINTEL <br />° <br />#5 REBAR AT TOP <br />°' ° <br />GROUT5 <br />MIN. (1) REQ'D -' �'•.1-1l2"CLEAR <br />° <br />V4A <br />5 REBAR A r <br />BOTTOM OF <br />= r~a W <br />w <br />LINTEL CAVITY <br />LOUO y w '' n <br />wo <br />o <br />OTTOM <br />Lu <br />REINFORCIN3 <br />PROVIDED If` <br />LINTEL <br />a a O <br />inp cc <br />cc u> p, p <br />Q CJ 3 5 REBAR AT BOTTO <br />- ¢ `i <� AS INDICATEDLB <br />7-5/8"ACTUAL <br />NOMINAL WIDTH <br />(VARIES) <br />B <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 I S <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 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 I -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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8) Ya"x1 J" TAPCONS OR TITENS <br />-CENTER OF STRAP @ T/WALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />W/Y2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />T/VVALL <br />tj-8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <br />(D O <br />5'-10" LL 13'-0" LL <br />MIN.(E) <br />17'-4" LL <br />LINTEL PLAN <br />SCALE: Y4'=1'-O" <br />O <br />8'-0" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />MIN.B <br />5'-8" LL <br />V � <br />v <br />v <br />O <br />N <br />o <br />V <br />w <br />WJ <br />dWJ <br />C:;0 <br />o <br />t-i c_ o <br />N <br />— m <br />CL- <br />w o <br />,40 <br />Y <br />A ao <br />o c c <br />,� E s a <br />CO 0 <br />3 c <br />Y <br />c o <br />N O.� <br />c E <br />ry o <br />C2 <br />0 <br />•.� c " ff// <br />�. <br />J `-' C <br />7Z4� <br />4 <br />•���r�`.s�ei��l!1.�4i <br />}�e <br />To the best of the Engineers knowledge, IMormation and beAef, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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