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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'-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. 7132" 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 •O <br />Safe verticalload-- Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />ul Z! <br />Is :01 <br />MEN a N <br />8F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM do GROUT SOLID <br />c� w <br />�U <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />==I <br />ME <br />=Elm <br />Ems= <br />3� <br />M: <br />I Y IUIV <br />UEDWI <br />#S(1)REBAR <br />IN. <br />AT CI'D <br />(1) REQ'D <br />ALTERNATE POWERS <br />F =FILLED WITH <br />FILLED H <br />GROUT /U=UNFILLED <br />LEAR <br />STEEL LINTEL <br />a • <br />R = RECESSED <br />­11 <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />d ' <br />,M,U• <br />#5 REBAR AT TOP <br />ia' <br />a <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />'. <br />8 F 16- B/ 1 T <br />�o <br />GROUT <br />x <br />tNOMINA QUANTITY OF <br />5 REBAR AT <br />= v_, w C.M.U. <br />WIDTH #5 REBAR AT <br />BOTTOM OF <br />a W <br />TOP <br />LINTEL CAVITY <br />rgr U OF O <br />NOMINAL-o <br />-BOTTOM <br />o' X <br />HEIGHT <br />REINFORCING <br />a a <br />7.518"ACTUAL <br />PROVIDED IN <br />O LL a m <br />8" NOMINAL WIDTH <br />LINTEL <br />dz O 3 ` 5 REBAR AT BOTTC <br />(VARIES) <br />c~n cur,R n AS INDICATED <br />MATERIALS-16 <br />GAUGE POWERS <br />cT-T precast 11mels = mw psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels - 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />S. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. 60. <br />6. Reber per ASTM A61Grade <br />1. Refer to manufacturer s specifications for installation. <br />A416 grade <br />Prestressing strand per ASTM A <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 cementkluos 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 @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />J <br />4'-6" LL <br />(�D MIN. <br />1'-4" LL <br />r1E) <br />6'-6" LL <br />-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4"=1'-0" <br />c*� <br />N <br />0 <br />N <br />OO <br />O <br />O W <br />r= • n <br />r.i c� <br />Cn <br />N <br />Co o <br />to � �.1 ..0 <br />� <br />Q N <br />c <br />E <br />a, cr+ _ <br />M <br />0 <br />N <br />_o <br />M <br />o <br />,�,yttiillt+f��J <br />.0'����'.E•NS <br />61 <br />�� <br />• <br />ND P <br />ko <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans antl apedfMsdons 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 />Av <br />d Do) <br />0 <br />% LL J <br />rj N CD LL a <br />a <br />�LLu- a Y <br />Z <br />_ Z <br />g_ <br />W.N<O <br />WGo <br />e C Lu Q <br />J d <br />04 a6 <br />rn <br />_ <br />J Z <br />Z <br />N 5 Z 0 y <br />V' <br />Z <br />O U ❑❑❑ F_ <br />W <br />0 <br />Z N <br />Z <br />Z n <br />a $ <br />13 <br />W V) <br />a <br />i� <br />27 <br />4 <br />.O <br />w <br />VN <br />w <br />U <br />O <br />w <br />z <br />a <br />u <br />rg" E <br />2 0 <br />9 <br />Q <br />pZ e <br />O <br />cc�� <br />E <br />o <br />�� <br />a <br />w° <br />Z <br />"' rp <br />�i <br />Wz <br />mo <br />yx <br /><z <br />°o <br />qa <br />o <br />V <br />W <br />r 3 <br />NW <br />j(ac' <br />3 <br />0 <br />`p <br />2 <br />> LnLO <br />L <br />.-� <br />I- <br />r <br />r C <br />T <br />V , <br />., <br />N <br />m <br />LO <br />T <br />U) <br />a LM <br />0 <br />00 <br />04 <br />LO <br />00 <br />N <br />Q <br />N <br />Cl) 00 n <br />T <br />M M <br />o <br />Z <br />� T <br />E 0 <br />rri <br />ayi <br />Z <br />1O <br />c <br />a <br />E <br />U _j <br />y <br />a o <br />_J <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />