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3 <br />-a <br />J <br />m <br />lrJ <br />Ln <br />tC) <br />0 <br />c <br />cn <br />40 <br />40 <br />M <br />0 <br />0 <br />J <br />-d� <br />C14 <br />O <br />I <br />H3 <br />m <br />t(i <br />v7 <br />L0 <br />i <br />v <br />N <br />0 <br />0 <br />0 <br />J <br />M <br />0 <br />1 <br />N <br />r') <br />0 <br />0 <br />0 <br />-n <br />Q <br />rn <br />c <br />0 <br />3 <br />FV- <br />Q <br />N <br />O <br />N <br />E <br />0 <br />S <br />a <br />G <br />C <br />N <br />J <br />M <br />E2 <br />U <br />v <br />0 <br />UI <br />y <br />u <br />a� <br />.o <br />a <br />U <br />z <br />y <br />I <br />Y <br />0 <br />0 <br />01 <br />ti <br />f <br />N <br />M <br />CN <br />at <br />0 <br />0 <br />a <br />C,4 <br />cV <br />O <br />M <br />N <br />N <br />_U.+ <br />0 <br />Cn <br />m <br />to <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 L/180. <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 vertical load Safe horizontal load \- <br />GENERAL CONCRETE LINTEL. SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />O O O O <br />8F8-1B/1T 81`8-013/1T 8RF6-0B/1T <br />AO © © O O 0, O <br />8RF14-1B/1T 8RF14-0B/1T <br />© O <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`3216/1T <br />O O <br />10 O <br />8F16-013/11' <br />8F16-1B/1T <br />O <br />O <br />O O <br />8F20-0B/1 T <br />FORM &GROUT SOLID <br />v I. IY <br />N Q <br />LU <br />U <br />0 #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />Y' LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />IN <br />an <br />Im <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J W <br />8F16- B/1T <br />F- J <br />0 <br />Z <br />tNOMINAL <br />L QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c'r prf ecast lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 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 />#5RE13AR <br />MIN. <br />AT Q'D <br />(1) REO'D <br />,/2 <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a e <br />A O A <br />a <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />- :^, <br />e` n <br />GROUT <br />MIN. (1) REC'D <br />1.1/2" CLEAR <br />0 <br />A <br />a c <br />a <br />� to <br />5 REBAR AT <br />= U i j <br />0 <br />BOTTOM OF <br />a to z W <br />p <br />"W-BOTTOM <br />LINTEL CAVITY <br />o W 0 toy <br />LU w <br />- <br />E <br />REINFORCING <br />Q rr ¢ C7 M <br />7-5/8'ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z LL p w <br />Q - - b 3: m <br />D <br />#5 REBAR AT BOTTO <br />' NOMINAL WIDTH <br />(VARIES) <br />c~» u) = a <br />`, L <br />AS INDICATED <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.I <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 />O <br />4'-0" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: )/4'=V-0" <br />U CV i <br />m X <br />M lL CL <br />-0 C <br />(o O <br />W ) <br />to E <br />0 <br />sflfl`\\ <br />Ca <br />{D <br />s r <br />-F <br />CV <br />N <br />O <br />CV <br />M <br />N <br />GV <br />O <br />.. <br />l <br />Pr <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />CD <br />W <br />V E r- <br />�" o o <br />8 <br />,+ <br />V c: J LL <br />00 o tc') 0)is: LL W <br />W �r.u0- <br />N o a - <br />t Y <br />a <br />uS <br />C � <br />LL ii 3: <br />to_J <br />Z <br />L @ r O <br />'m c� cD 10 O <br />10 <br />t- <br />Z Co a <br />N M Z Q. Ln O <br />ILU <br />O U -i!q <br />Z Q <br />W ❑❑❑ <br />04 Q <br />N M <br />0 00 <br />Z <br />QN <br />z o Q <br />Q y <br />J <br />N <br />Wv) 2f a <br />`o <br />u_ <br />4-1 e;3 <br />(a w � <br />0 a <br />V <br />O w o <br />I� 5 N <br />U c <br />w � <br />U o °N <br />• <br />C (o d <br />Q N 0 <br />r• <br />O <br />c <br />w <br />co <br />M <br />J <br />n <br />o <br />c <br />z <br />Z <br />ll- <br />1? <br />� <br />o <br />wz <br />aN <br />o a <br />U <br />� <br />�� <br />a� <br /><z <br />oo <br />O¢ <br />z <br />WH <br />N <br />o <br />¢ <br />w <br />1 <br />���oz <br />o <br />.0 <br />Z <br />Cn a)mm <br />¢ b <br />¢w <br />z <br />W <br />ca <br />Z <br />=o <br />U <br />LLO. <br />a <br />nw <br />W <br />¢0 <br />aw <br />=3 <br />Ow <br />Y <br />< <br />'0 <br />V <br />zIa <br />° 3 <br />0 <br />`G <br />= <br />J <br />L <br />Q <br />Imo- <br />(� <br />CO <br />O <br />O <br />Y <br />o <br />m <br />m <br />� <br /><� <br />O <br />N <br />o <br />'� M <br />LO <br />LL0 <br />E <br />.� <br />'E <br />o <br />Z <br />M <br />Z <br />E O <br />m <br />a <br />E <br />0 � ¢ o <br />_ <br />JOB <br />NO: 22-02394 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />