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C" <br />LO <br />r- <br />L0 <br />C'4 <br />L0 <br />L0 <br />C14 <br />Ln <br />t2 <br />C.0 <br />C=) <br />LL <br />L0 <br />C14 <br />L0 <br />L0 <br />0 <br />-0 <br />:2 <br />01 <br />C> <br />C.0 <br />C14 <br />L0 <br />�2 <br />C I <br />Cli <br />L0 <br />C� <br />LO <br />C=> <br />L0 <br />LO <br />Cn <br />3_1 <br />0 <br />C_-) <br />CN <br />C, <br />M_ <br />E <br />FT <br />E <br />0 <br />Cl- <br />E <br />0 <br />C'4 <br />C=) <br />C=> <br />SN <br />GENERAL INSTALLATION NOTES <br />1 . Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <br />3. Installation of Untel 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/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 />% = i I' FORM & GROUT SOLID <br />J- <br />of <br />10 0 <br />8F8-1 B/1 T 8F8-0B/1T 8RF6-0B/1T b L<1J <br />0 0 <br />0 0 0 <br />��#5 BAR CONT. <br />0. 0 <br />R T�F!1`14-013/1`T 8F16-0B/1T 8F16-1 <br />8' 1`14-113/1 B/1 T <br />8F12-1B/1T <br />0 0 <br />8F20-0B/1T <br />'V" LINTEL DETAIL <br />1717_�W_IEI 7� F=f I �_W- <br />SCALE N.T.S. <br />M E <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />r <br />AJ <br />R = RECESSED <br />QTY. OF #5 <br />6 <br />REBAR @ BOTTOM <br />4 <br />OF LINTEL CAVITY <br />4 <br />< <br />Ld <br />A 4 <br />B/1T <br />Z <br />4 <br />W-16- <br />00 <br />16 <br />2 <br />0 <br />Z <br />tNOMINAL QUANTITY OF <br />WIDTH #5 REBAR AT <br />0 <br />TOP <br />NOMINAL- <br />0 <br />HEIGHT 8"ACTUAL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D ALTERNATE POWERS <br />1/2" <br />1CLEAR STEEL LINTEL <br />.qF__C. M. U. #5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />-GROUT <br />45 REBAR AT <br />Wu <br />BOTTOM OF <br />Z <br />h- LOU U) <br />LINTEL CAVITY <br />UJ <br />0 USP d <br />BOTTOM <br />X <br />0 M C) 0 Z <br />REINFORCING <br />(<r < <br />PROVIDED IN <br />Z 0 Lu G� <br />LINTEL <br />< ao W 0 10 <br />(VARIES) <br />1­_ <br />U) Z?5 M d- S <br />\-C. M. U. <br />-#5 REBAR AT B( <br />AS INDICATED <br />MATERIALS <br />16 GAUGE POWERS <br />r.7c_p_r_ec3`sFTmteIs = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3GOO psi w/ <br />4. maximum 3/8" aggregate and 8" to 11 " slump. <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />1 . Refer to manufacturer's 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 A51 0. <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 />L�NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />applying the cementitluos 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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 1 Od <br />NAILS & (8) Y4"xl J" TAPCONS OR TITENS <br />'CENTER OF STRAP @ T/WALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />WIY2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />RUCTURAL SHEATHING <br />TACHED PER NAILING <br />;HEDULE <br />EE PLAN <br />(WALL <br />KNOCKOUT COURSE <br />(1) #5 CONT. <br />E PLAN FOR FILLED CELL <br />ACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <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 0 ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />4'-6" LL <br />C� <br />6-16" LL <br />5'-10" LL <br />(�)IVIIN. <br />5'4" LL <br />idHiHill <br />9'-3" <br />13' <br />(:� M I N. <br />17'-4" ILL <br />6-8" LL <br />X <br />5-8" LL <br />5'-8" LL <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: Y4"=1'-0" <br />U") <br />LU <br />CD <br />C=k <br />cc 0"i <br />co C14 <br />L4_ <br />cc <br />= <br />C,4 <br />C= <br />C14 <br />CD <br />CU CL W <br />C3 0 <br />L) <br />Z <br />E <br />% <br />LL <br />L <br />A <br />Z\` <br />..V <br />To the best of the Engineers knowledge, information and belief, <br />drawings comply with the 2020 <br />Force Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearng <br />Engineers <br />signature and seal. <br />W <br />E <br />0 M' 8 <br />2 <br />0 <br />'C�101 ID C <br />�P <br />CD <br />ar, <br />U_ Lu <br />u_ <br />�E <br />Z <br />Lij <br />U) <br />tfv& <br />C� <br />W <br />W <br />0 2E r,- 0 <br />%L <br />Z <br />Un <br />0 <br />L,) CQ Z <br />a <br />C'4 <br />< E 0 <br />6 0 < L) <br />Z <br />W <br />0 U) <br />El El <br />(D <br />< <br />V) <br />4-1 <br />U� <br />0 <br />V) <br />un <br />L_U <br />ci, �41 <br />w <br />E <br />:F <br />C) o <br />U) <br />cc) <br />cu E <br />CD_ <br />E 8 <br />oo <br />E <br />0< <br />Z <br />t <br />�z <br />U3 <br />0, <br />Z <br />< 0 <br />W <br />C/D <br />C-3 <br />co <br />5- <br />0 <br />C) <br />LO <br />L0 <br />< <br />ca <br />co <br />C) <br />CD <br />(.0 <br />CT <br />0 <br />0 <br />c1q <br />M <br />- <br />LO <br />0 <br />< <br />0 <br />ILL <br />CY) <br />0 <br />LO <br />LO <br />CN <br />< <br />L0 <br />a) <br />E <br />(0 <br />L0 <br />Z <br />M <br />Z <br />=3 <br />E (D <br />- <br />CU <br />E <br />0 Z <br />0 _J <br />-0 <br />< <br />_J <br />JOB <br />NO: <br />23-06135 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />I _T_ F I <br />