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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 17'1 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 < 1 .0 <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />3 <br />817441B/1T8F401B/1T 8RF400B/1T 81`321B/1T <br />FORM do GROUT SOLID <br />CV Q <br />Ir <br />O #5 BAR CONT. <br />8F12-1 BI <br />O <br />"V LINTEL DETAIL <br />SCALE = N.T.S. <br />O <br />8'-8" LL <br />O <br />4'-6" LL <br />TYPE DESIGNATION #5REBAR AT ALTERNATE POWERS <br />F =FILLED WITH MIN. (1) REQ'CrD D <br />GROUT /U=UNFILLED ° ° CLEAR <br />R RECESSED <br />STEEL LINTEL <br />= <br />QTY. OF #5 ° O <br />REBAR @ BOTTOM ° <br />OF LINTEL CAVITY = - <br />G .M-U. #5 REBAR AT TOP <br />_ °` ° MIN.(1)REQ'D 1-1/2"CLEAR <br />8 F 16_ B/ 1 T Q a° 4'-6" LL <br />20 r Z d < GROUT <br />co = <br />J <br />tNOMINAL.QUANTITY OF 5 REBAR AT COLO ~ _ C.M.U. O <br />J <br />WIDTH #5 REBAR AT a D BOTTOM OF a U) <br />TOP LINTEL CAVITY WV O o m <br />3'-8" LL <br />NOMINAL o --BOTTOM o ',,u j a Z <br />HEIGHT REINFORCING ¢ ¢ 0 °� J <br />7-5/8"ACTUAL PROVIDED IN �-` O w i <br />8" NOMINAL WIDTH LINTEL ¢ Cy 3� #5 REBAR AT BOTTOM <br />(VARIES) o � ¢ a AS INDICATED <br />MATERIALS <br />cTf precasfl-intels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per3/8" aggregate <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />Cgat fig = 8" to psi slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <br />_--16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturer's 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 />7/32 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 />5. A bonding agent must be applied to the Steel Box lintels prior to <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 />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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />MIN. O <br />17'-4" LL <br />O <br />9'-0" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-O" <br />!r9 <br />N <br />C -i <br />w <br />a cs <br />C2 <br />U " w "z4 <br />m x <br />N cc <br />N s <br />�! <br />to d C= J <br />Q r N <br />43 <br />E s s <br />m <br />Tc d a) ra <br />c �a <br />Vf �- <br />C <br />cc <br />(U <br />a <br />//R��t <br />o <br />e <br />"(}l'J <br />INCO <br />P L <br />ti <br />ER0�e�������� <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 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 />W <br />v E C) � ° <br />r <br />(0N <br />co a 00 <br />,g <br />U)�� o �° <br />s&" y <br />Q <br />N O ik LL <br />cc:): ch V J <br />-. <br />O J, u- W <br />3 u- a <br />,^ <br />Z <br />r <br />W <br />N <br />y 0 O <br />CIO ID v <br />0 <br />�6'0) <br />w <br />Z <br />m <br />O - <br />L m z 2 <br />�n <br />a <br />N rx <br />O U O <br />U <br />Z <br />N C} <br />_ o 0 <br />< <br />QN <br />O Q <br />Q Q <br />J <br />d � <br />r <br />M <br />N <br />z <br />ILI 'I <br />Lobo <br />o <br />I` <br />i--, <br />w � <br />O <br />w o <br />Lyr N <br />ti�G <br />'N <br />v I <br />c, c <br />E <br />C) o N <br />C U) <br />0 <br />Y <br />N <br />o <br />M <br />M <br />J <br />O <br />w <br />Q <br />g <br />LL <br />C a <br />� <br />z o <br />oo <br />20 <br />> <br />as <br />zo <br />00 <br />_ <br />Q E <br />0 <br />U <br />a 0 <br />� <br />p Q <br />�Z <br />�(° <br /><o <br />Qo <br />J <br />T3 C <br />�< <br />01 <br />m� <br />s° <br />Z <br />m <br />ym <br />aw <br />J O <br />Cn <br />o <br />wLL <br />aw <br />W <br />m <br /><o <br />o <br />�< <br />;o <br />Md <br />0 <br />a <br />o3 <br />�O <br />0 <br />= <br />'L <br />J <br />O <br />d' <br />cc <br />cc <br />0 <br />LO <br />(� Lf) <br />r <br />U <br />O <br />U) Y <br />N <br />CO <br />1 0 <br />N <br />Q <br />r- o <br />I.n <br />T <br />T <br />CO L0 <br />m <br />'^ <br />M <br />o <br />z <br />:3 <br />E <br />r= <br />a0 <br />_JJ <br />Q o <br />JOB <br />NO: <br />23-06113 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />1 11 1 - l­1ffT___�_FJ_T -I I - - __ - I - - - - - . - - I I -Hill 11, 1 11, � . 11 1. 11 - I -I , ,I ti 1911J1 Ill r 1 r_1 r 1 -- , -_.._ I - <br />