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O O <br />8F8-1 B/1T <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 L/360 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 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 <br />Safe vertical load + Safe horizontal load -1-0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-0B/1T 8RF6-0B/1T <br />Q © O O <br />O O O O <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />8F20-0B/1 T <br />8F44 1 B/1 T 8 F40 1B/1T 8RF40OB/1T 8F321B/1T <br />FORM & GROUT SOLID <br />Jr_ <br />O T • N W <br />� � J <br />�U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <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) Y4"x1 4" TAPCONS OR TITENS <br />'CENTER OF STRAP @ T/WALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ 2" EPDXY ANCHOR OR 2" <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 />u T/VVALL <br />I W^ <br />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 />l__/ 0 <br />5'-10" LL 13'-0" LL <br />O <br />8'-0" LL <br />Q <br />4'-6" LL <br />UEDWI VHI IVIV <br />1 Y FILLED <br />F =FILLED WITH <br />#5REBAR AT Q'D <br />MIN. (1) REQ'D <br />ALTERNATE POWERS <br />GROUT/ U = UNFILLED <br />= <br />R RECESSED <br />a O <br />CL /EAR <br />STEEL LINTEL <br />QTY. OF #5 <br />° <br />1 <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />G ° <br />.M.U. <br />#5 REBAR AT TOP <br />w <br />°° ° <br />MIN.(1)REQ'D <br />1-1/2" CLEAR <br />8 F 16- B/ 1 T <br />t <br />20 <br />m/ <br />z <br />a ° <br />GROUT <br />� <br />tNOMINAL.L QUANTITY OF <br />° <br />n (n � ErC.M.U. <br />O <br />5 REBAR AT <br />= m w <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />- rn z Lu <br />OF <br />4'-6" LL <br />TOP <br />NOMINAL <br />o <br />LINTEL CAVITY <br />wu V rn w <br />ir o <br />HEIGHT <br />OTTOM <br />REINFORCING <br />o U z <br />Q Q Ci °� <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z" <br />8" NOMINAL WIDTH LINTEL <br />¢ _' C1 m <br />� M a <br />5 REBAR AT BOTTOM <br />AS INDICATED <br />(VARIES) <br />t~n <br />MATERIALS <br />chi precast lintels = 3500 psi. <br />2. f'c prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <br />4. maximum 3/8" aggregate and 8" to 1 V slump. <br />5. Concrete masonryunits (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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />MIN.B <br />5'-8" LL <br />MIN. E <br />1 T-4" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: %4"=1'-0" <br />en <br />tv <br />d LUw <br />n O <br />cc CU N <br />in�c1 <br />va ® cc <br />m ao sa <br />o .r w a� <br />(y- <br />,� J•� Phi <br />s „I <br />t' <br />1, k <br />�t <br />\ <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineers <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />>r� <br />4 a <br />E <br />O � o <br />M U <br />C <br />N 0 <br />co �, N <br />�N <br />•'n: iII <br />Q <br />O� qk u <br />N M 7 J <br />JLLU_ LL w <br />w a <br />t Z <br />L m o <br />�' <br />i W <br />(6 C? 0 <br />arnk <br />�, m Zo <.J <br />N <br />V <br />Z <br />O U Q U <br />W <br />U fn <br />❑❑ <br />U M <br />Z N m <br />0 C, <br /><C <br />Z o <br />CA- n <br />r- <br />N <br />M <br />z <br />�Q) <br />U o <br />M <br />N a <br />U <br />O <br />V) <br />w o <br />N� <br />�N <br />� <br />U c <br />LU <br />E <br />r <br />I <br />= <br />w <br />Q <br />M <br />Z <br />tL � <br />m <br />o p <br />oo <br />F <br />aN <br />z® <br />- <br />- O <br />O E <br />�¢ <br />° O <br />S< <br />Z <br />Qo <br />< <br />mo <br />oLL <br />J <br />aw <br />¢ <br />o� <br />gz <br />go <br />co <br />a <br />Z <br />mF <br />C, <br />¢ o <br />d� <br />r <br />o <br />w¢ <br />a0 <br />My <br />oIQ <br />a � <br />�C) <br />M <br />J <br />O <br />Ca <br />cD <br />N <br />� <br />co co <br />r <br />� r <br />� <br />< <br />Cf <br />oco <br />N <br />m <br />_ <br />LO <br />0 <br />CD <br />CD <br />N <br />cc Ln <br />7 <br />f0 <br />Z <br />CO <br />Z <br />E T <br />tq <br />c <br />a <br />E <br />0 � <br />Q o <br />JOB <br />NO: <br />23-06112 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />