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3 <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 veritcal (gravity and uplift) and horizontal (lateral) <br />loads should 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 />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 81`321 B/1T <br />MrE <br />FORM & GROUT SOLID <br />o � W <br />� J <br />�U <br />0 #5 BAR CONT. <br />8F12-1 B11 T <br />O <br />'V' LINTEL DETAIL <br />SCALE = N.T.S. <br />s <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />a <br />8F 16- <br />B/1 T <br />U <br />a <br />80 <br />tNOMINA1. <br />QUANTITY OF <br />A <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT-f- precas Trtels = 3500 psi. <br />2. 1% 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. Rebar 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 />a <br />A A <br />d <br />A ° <br />° 0 <br />0 <br />#5 REBAR ALTERNATE POWERS <br />MIN. (1) REQ'D <br />ILEAR STEEL LINTEL <br />M.U. #5 REBAR AT TOP <br />MIN. (1) RECI'D 1.1/2" CLEAR <br />45 REBAR AT <br />BOTTOM OF <br />J = <br />= r~n w <br />U)? w <br />w O <br />C.M.U. <br />LINTEL CAVITY <br />U <br />BOTTOM <br />O W. Li XO Z <br />REINFORCING <br />� ¢ 0 � <br />PROVIDED IN <br />LL w LO <br />LINTEL <br />¢ -' O � m <br />5 REBAR AT B( <br />(VARIES) <br />ai uI ¢ w <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.) <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 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 />C <br />5'-4 <br />O <br />3'-8" LL <br />O <br />8'-8" LL <br />MIN. O <br />17'-4" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />9'-0" LL <br />LINTEL PLAN - ELEV - A <br />SCALE: Y4"=1'-O" <br />M <br />CI <br />O <br />AI <br />c <br />w <br />o` o <br />C r0 <br />U ­4 <br />_era <br />N <br />IC C= a- <br />V) -= eq L <br />W �oCc <br />1 <br />3 =) y <br />c <br />> CDs c <br />s) CJ ,_ a <br />3 R, <br />L <br />is CuCD _=o <br />• u W <br />i a, o <br />ate•- T <br />Ic <br />Cco <br />a� <br />y <br />C'M <br />CD, <br />N <br />CDI <br />Z <br />T: <br />` <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 />Engineers signature and seal. <br />W <br />4 <br />8 E S or <br />8 <br />N C <br />ci <br />to <br />O S) <br />O <br />2J <br />:3 �;T LL LL <br />r-- r-- W <br />�C140 LL <br />fA <br />a <br />a a <br />aw <br />LL u- Z <br />z <br />_Z <br />r m o 0 0 <br />rV c0 aI WQ <br />W <br />d z <br />in <br />Z <br />IL <br />co O O w <br />N M Z y H <br />U <br />O U ❑❑❑ <br />W <br />Z N <br />Z <br />o <br />Q <br />a <br />r, <br />N <br />M <br />Z v <br />Ch o <br />' <br />��1 <br />w <br />U <br />� <br />O <br />w <br />to <br />N <br />Ly N <br />-. <br />r- u) <br />U c <br />J <br />WINw <br />� <br />- m $ <br />s <br />x <br />w <br />0 <br />Qto <br />o <br />W <br />M <br />Ste' <br />Z <br />Q <br />J <br />U_zo <br />Of <br />�o <br />>N <br />aN <br />Q <br />Co <br />w- <br />z® <br />F_ r0 <br />C10 E <br />5,° <br />° <br />as <br />00 <br />�z <br />Z <br />wa <br />�, <br />CID¢a <br />_ <br />5 <br />� <br />O U <br />m0 <br />r W <br />Z <br />Z <br />CC) J <br />m <br />1- <br />Q Z <br />�z <br />� <br />3 <br />a"' <br />o� <br />°� <br />Z o <br />Tr <br />WLC, <br />T 3 <br />CIO <br />Z <br />fin W <br />J <br />F <br />j <br />0 <br />M <br />w <br />a <br />�O <br />0 <br />= <br />` <br />'U") <br />J <br />O <br />CO <br />N <br />o <br />^ <br />Q <br />Cr <br />0N <br />J <br />^ <br />U) m <br />N <br />� <br />o <br />Ln <br />`"- <br />O <br />LL <br />r' <br />00 <br />M <br />O <br />m N <br />Lin <br />T <br />Q <br />04 <br />T <br />o <br />Cfl � j <br />o <br />Z <br />m <br />Z <br />E O <br />U) <br />N <br />m <br />a <br />E <br />U � <br />Q O <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />