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L0 <br />Ln <br />Or, <br />V) <br />�2 <br />Of <br />Lr) <br />U-) <br />Cr <br />Q0 <br />to <br />t2 <br />C14 <br />Lri <br />C� <br />L0 <br />L0 <br />Cr <br />V) <br />0 <br />Cn <br />0 <br />C14 <br />CL <br />E <br />E <br />0 <br />0 <br />0 <br />-2 <br />LZ <br />C14 <br />CD <br />LC) <br />9=1 <br />15 <br />Ln <br />45 <br />15 <br />im <br />r-4 <br />LLJ <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 U1 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 hodzontal load <br />Safe vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />0 MEN <br />I <br />M <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`32 -1 B/1T <br />(a (0 (D) <br />\_Z7/ Y-Y 8 <br />FORM & GROUT SOLID <br />LU <br />��#5 BAR CONT. <br />8F12-1B/1T <br />(S� <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />Elmo <br />0 <br />0 <br />11111� <br />Iml <br />MEN <br />I Y �� Li I U laal-I U I'J <br />REBAR <br />IN. <br />AT TOP <br />(1) RECI'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />Q <br />GROUT/ U = UNFILLED <br />R RECESSED <br />- 1 11 <br />CLEAR <br />STEEL LINTEL <br />'d <br />___:0L <br />QTY. OF #5 <br />0 <br />- F REBA @ BOTTOM <br />A <br />OF LINML CAVITY <br />-.0--C.M.U. <br />#5REBARATTOP <br />< <br />MIN. (1) REaD <br />1-1/2" CLEAR <br />8F16- B/1T <br />< <br />Z <br />A <br />Z <br />A <br />4 <br />-GROUT <br />tNOMINAI. <br />< <br />C. M. U. <br />QUANTITY OF <br />4 <br />4 <br />-#5 REBAR AT <br />U) <br />;n- ',4 UJ <br />WIDTH #5 REBAR AT <br />o <br />BOTTOM OF <br />-s <br />'u 0 <br />TOP <br />LINTEL CAVITY <br />Lu rn <br />0 Q �- <br />NOMINAL- <br />0 <br />-BOTTOM <br />� Lu <br />E cur, L5 <br />HEIGHT <br />REINFORCING <br />X < j Co <br />7-5/8"ACTUAL :JPROVIDED <br />IN <br />0 LL d Lu iF <br />1< <br />LINTEL <br />=- b 3: - <br />Lu 0 Iq <br />1 9 -4 <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />(VARIES) <br />�3 <br />MATERIALS <br />T.-Tc--preces-tTintels = 3500 psi. <br />2. fc 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 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 manufacturers 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 " ALL LOCATIONS UNLESS <br />�C_v <br />NOTED OTHERWISE AT OPENING LOCATION <br />4'-6" ILL 4'-6" LL <br />6-110" ILL <br />LINTEL PLAN - ELEV-131 <br />SCALE: )/4"=V-0" <br />Cn <br />C.J <br />C= <br />C_J <br />C" <br />L" <br />:;P <br />c= <br />cc C-D C�4 <br />co �Pe- <br />U- <br />cc C= <br />0 -0 C-4 <br />cc <br />0 <br />ca cc <br />ro CP <br />-C <br />V31�?01 <br />A <br />V <br />cc�lp <br />CC> <br />LU <br />Zr <br />Ot <br />0 VA N\N <br />'fill I I I 14 111110" <br />To the best of the Engineers knowledge, information and belief, <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition, Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal, <br />0) <br />W <br />0 60 a) cj <br />o? <br />Lo In Z-, <br />r- r- <br />04 0 <br />M ,t <br />-­1 LI: Lu <br />u_ a_ <br />__j LU <br />M C <br />'Fo N 0 <br />0 <br />W C) 2 t- o� <br />W U) Lu <br />m <br />Z oo Z, <br />Ln cl) <br />IL <br />IL <br />< E 0 <br />b <br />Z u) <br />W E]0 <br />< <br />LJ1 Z <br />Q) <br />0 LLj <br />V) <br />V) <br />C) <br />W <br />< <br />-!! <br />lo <br />cl> <br />0�- <br />o <br />z <br />z <br />< <br />__j <br />u_ <br />,6 E <br />nw =o <br />z q <br />< <br />E <br />z, <br />cu <br />cc==>� E <br />o <br />c< <br />oo <br />o <br />Z <br />Qo <br />t <br />-c3 <br />2! <br />< , <br />i � <br />< <br />w 2 <br />'o <br />I , <br />o' <br />z <br />Z <br />5 <br />P <br />�z <br />, <br />z <br />< u <br />W <br />< <br />m <br />�o <br />z <br />M <br />6. <br />W <br />< <br />o <br />NJ <br />cl�. <br />3- <br />I �- <br />o <br />= <br />o <br />zl-< <br />(0 <br />LO <br />L0 <br />< <br />C9 <br />(D <br />L_ <br />0 <br />co <br />:3 <br />T_ <br />Nt <br />CD 0 <br />07 o <br />CD <br />L) _J <br />0 <br />C\I <br />M E_ <br />L0 <br />0 <br />4-J LL <br />0 <br />0) <br />04 <br />C) <br />c) <br />co C'4 <br />(.0 <br />LO <br />< <br />CD LC) <br />E <br />co <br />C) <br />Z <br />E <br />C <br />E <br />0 0 'a <br />a) <br />JOB <br />NO: 23-06136 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />