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UOO <br />O O <br />8F8-1 B/1T <br />0 <br />oo oo oo <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T <br />© O 0 <br />O o <br />8F16-0B/1T ,o <br />Oo o O o <br />8F20-1B/1T 8F20-0B/1T <br />9 O <br />�4=<<a� <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />F = FILLED WITH <br />IN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />-1/2" <br />a ° <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />81_164B/1T <br />Q <br />a a ° <br />,'9 <br />z <br />GROUT <br />tNOMINAL. QUANTITY OF <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />a O <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL- <br />BOTTOM REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-5/8"ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />MATERIALS <br />8c precast lintels = 3500 psi. <br />2c prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />Maximum 3/8" aggregate and 8" to 11" slump. <br />Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />270 low relaxation. <br />7/32 wire per ASTM A510. <br />Mortar per ASTM C270 type M or S. <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 U360 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 vertical (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 <br />O <br />Safe vertical load Safe horizontal load — . <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />LIJ <br />Lu \\� <br />C.M.U. <br />60U(A <br />X <br />m <br />U1 <br />2 Lu W LIJ .. <br />w U) O z <br />o�CL <br />❑Cn J� <br />LU <br />Q <br />0 w (n #5 REBAR AT BOTTOM <br />Oo MIN. (1) REQ'D <br />U LLHIr <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 top and <br />bottom of all Powers Steel lintels. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitious coating. See contractor specifications <br />8RF6-OB/1T <br />,d. <br />,d9 <br />O O <br />O, <br />8F20-1 B-2T <br />8F24-1B/1T <br />8F24-0B/1T <br />O <br />O <br />O <br />F <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 />r� l <br />r. l <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />� ^ 1 <br />SYMMETRICAL <br />OMIN. )MIN. (E)MIN. <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=V-0" <br />SYMMETRICAL <br />I <br />C=1 <br />LLJ <br />O � <br />�., «.0- <br />Cc <br />ZNt <br />W Li 1 <br />N � <br />,d N <br />y <br />oZ.x <br />C <br />eo O <br />d u <br />a. <br />O <br />C`7 <br />CV <br />O <br />fV <br />00 <br />CV <br />rn <br />0 <br />z� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within <br />these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages beading <br />Engineer's signature and seal. <br />r <br />E <br />14 v <br />18 C.,JCo <br />I o <br />U <br />® aODo w ac L LL <br />VJ �r,rLL <br />w <br />r N vM�w°a <br />�r <br />F_ W LL LL a <br />u' z <br />t� —ern p0 <br />•ter 7 N NCO m Lu 2 <br />co <br />W U) °�' °' <br />P00d <br />Z <br />X 0 u, <br />Z ,, CN Z U H <br />p �n N <br />O U 11 <br />El <br />a x <br />k rf1 18 <br />V M � <br />N M <br />� O <br />N <br />z o � <br />Q ?� <br />J <br />N <br />C7 <br />N z -8 <br />� o <br />v� <br />w <br />� m <br />U <br />0 LLJ N <br />�• <br />� v ' ZD.2 <br />(0 <br />(% 0 y <br />a <br />C CO <br />®q� <br />Q N <br />W <br />W <br />C.0 <br />c J <br />z g <br />O <br />Z <br />Q <br />2 <br />___i <br />LL <br />a p <br />z0 <br />o� <br />}N <br />Z <br />z© <br />F@ iO <br />o E <br />X U <br />a¢ <br />DU <br />❑ <br />CO <br />o <br />a o <br />°Q <br />a z <br />C <br />J <br />co ru <br />¢Z <br />i Y <br />m 0 <br />Z <br />m Q3 <br />H <br />¢ w <br />Qo <br />U <br />C/) <br />¢ <br />2 <br />0 <br />aZ <br />C <br />Q <br />F H <br />O <br />oz� <br />w <br />xF <br />> O <br />v <br />oIQ <br />a <br />o <br />c <br />T <br />+n <br />M <br />W <br />N <br />rn <br />N0 <br />4� <br />T <br />CoLID <br />CV <br />_`� <br />OO <br />'C^ <br />r <br />T- <br />�— <br />VJCo <br />N <br />O <br />Ln <br />+� <br />CM <br />LO <br />N N <br />Lc� <br />c0 <br />, N <br />t <br />4i <br />0 <br />f0 <br />Z <br />E T N <br />m <br />c <br />0 <br />U J Q 0 <br />c <br />c <br />J <br />JOB <br />NO: 23-12160-12165 <br />SCALE : AS NOTED <br />SHEET NO. <br />L 1 <br />-- --- - ',r I - I- - - 1 ii _ _. --_- -T I _ ____�-- -f <br />I I T- I 11-�� IrTnT� li i ___ __ _ � i r i �: i r i i ,. it i;.. i :nr. a _ _ <br />