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C71 <br />L0 <br />L0 <br />C14 <br />C) <br />LO <br />C:) <br />C14 <br />1.0 <br />L0 <br />1.0 <br />C) <br />Cli <br />L0 <br />C� <br />LO <br />1.0 <br />C14 <br />E <br />W <br />E <br />V <br />CID <br />CL <br />LZ <br />C14 <br />C:) <br />�e) <br />C14 <br />c::) <br />C�4 <br />Lin <br />CM <br />L_J <br />V) <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. LI-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/1 80. <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 <br />Safe vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />E <br />8F8-1 B/1 T 8F8-OB/1T 8RFI <br />V, V <br />0 0 0 0 <br />I <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 81`16 1 /1T <br />C a (F) 9 <br />81`44 1B/1T8F40 1B/1T 8RF400B/1T 81`32 113/1T <br />FORM & GROUT SOLID <br />% <br />��#5 <br />BAR CONT. <br />8F1 2-1 B11 T <br />0 0 <br />8F20-0B/1T <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />1�1 <br />M <br />M <br />M <br />MEMO <br />M <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT I U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />6F16- EB/1T <br />00 <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />r77-p-re-c-7517intels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />4 _:OL <br />PA <br />4 <br />A <br />A <br />0 0 <br />0 <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />ALTERNATE POWERS <br />LEAR STEEL LINTEL <br />M.U. #5 REBAR AT TOP <br />I MIN. (1) REQ'D�LL��� --� 1-1/2" CLEAR <br />45 REBAR AT <br />BOTTOM OF <br />< Cr <br />D (n- uj <br />1 0 W <br />\-C. M. I <br />LI NTEL CAVITY <br />W <br />C) Q � <br />Lu <br />BOTTOM <br />w <br />0 0: ci I- <br />- <br />REINFORCING <br />Ir < 0 In <br />PROVIDED IN <br />Z w -- <br />LINTEL <br />< - - b ?: <br />60 Lu 0 ID <br />45 REBAR AT B( <br />(VARIES) <br />1- <br />(n �?5 Ir 6- <br />S INDICATED <br />L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />L NTEL 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 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 cementltiuos 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 />4'-6" LL 4'-6" ILL <br />5'-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: Y4"= 1 `-0" <br />C= <br />141) <br />C=3 <br />CD <br />Z.- LU <br />0 <br />_J <br />e C= <br />cft- - <br />co - C4 <br />LL_ <br />_= CN <br />to C= <br />-cc 2 C14 <br />CD Q3 <br />CL CJ <br />E <br />CD <br />U -CL, <br />7; <br />E <br />§N 0 vv,,v <br />CY'> <br />C <br />PLO <br />C=> <br />S <br />�.Illele. slo� <br />"Nowt1100 <br />To the best of the Engineers 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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal, <br />g&AWWI g _­_ I V) <br />NO-' <br />E <br />C') 8 <br />C� <br />AR <br />0 <br />F1 CP <br />oo a) N <br />0? <br />7p 4 0) <br />Lo U, <br />r- ir� �:? <br />, <br />AdEMINIk <br />N 0 <br />LL <br />Ca LL ILL Lu <br />CL <br />C', C <br />CU C) <br />W <br />L <br />0 <br />0 <br />co Co <br />00 <br />Z, <br />c) <br />CN 10� 0 <br />b < <br />Z <br />W <br />El El <br />C, <br />N <br />< <br />Ln <br />(D <br />L_U -M <br />0 <br />V) <br />U') <br />L11 <br />N <br />co <br />LU <br />a <br />4 <br />Mal <br />E <br />8 <br />*> <br />U) <br />g <br />Z< <br />U_ <br />,6 E <br />H <br />0 <br />E <br />Co r6 <br />I,__ <br />'0 <br />� <br />.0 <br />Do <br />C=, <br />C=3 E <br />5< <br />00 <br />< <br />0. <br />0 < <br />Z <br />ra <br />t <br />.0 <br />. Z <br />no <br />C: <br />C <br />< <br />0 <br />0, <br />Z <br />M Q) <br />1, � <br />< <br />0. <br />Z <br />510 <br />Ron <br />C-Z) <br />< 0 <br />Z <br />15 <br />8 <br />a <br />00 <br />a) <br />> (0 <br />_J <br />U*) <br />6 <br />0) <br />< <br />C13 <br />(D <br />:3 LO <br />CL <br />LO <br />Cr C:) <br />0 <br />0 <br />C) <br />M <br />04 <br />LO <br />< <br />0 <br />U- co <br />0') <br />04 <br />c) <br />CN <br />00 <br />LO <br />L0 <br />L0 LO <br />T_ <br />E <br />CID <br />6 <br />Z <br />E I= <br />(n <br />E <br />0 0 <br />_0 <br />< <br />JOB <br />NO: <br />23-06129 <br />SCALE : <br />AS NOTED <br />SHEEFNO. <br />8 <br />W : <br />LU <br />