Laserfiche WebLink
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. 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 verttcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load A Applied horizontal load �� . O <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />9� - lmrwi �c <br />0 0 MEN <br />81`44 1B/1T8F401B/1T 8RF400B/1T 81`321B/1T <br />FORM dt GROUT SOLID <br />"1`.r. <br />O N LU <br />' � J <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />lL <br />8F 16- B/1 T <br />a <br />00 <br />N <br />Z <br />QUANTITY OF <br />tNOMINAL. <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />° <br />HEIGHT <br />MATERIALS <br />cif p precast = 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 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 A510. <br />8. Mortar per ASTM C270 type M or S. <br />REBAR AT TOP ALTERNATE POWERS <br />MIN..((1) REQ'D <br />CLEAR <br />O STEEL LINTEL <br />a e <br />d .M.U. #5 REBAR AT TOP <br />rl a� n MIN. (1)REQ'D ° 4 1.1/2"CLEAR <br />a <br />� a <br />4 <br />GROUT <br />- <br />c <br />U) J <br />Q ° <br />C.M.U. <br />5 REBAR AT <br />= U) w <br />a <br />O <br />BOTTOM OF <br />r- to Lu <br />w W 0 1 <br />0-41 <br />LINTEL CAVITY <br />U) <br />LU X LU <br />\ n <br />-BOTTOM <br />0 <br />" v <br />REINFORCING <br />M ¢ t7 M J <br />18"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z O w n <br />¢ - C3 � � <br />¢ a <br />D D <br /><1° �, �° <br />#5 REBAR AT B( <br />AS INDICATED <br />MINAL WIDTH <br />(VARIES) <br />n <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 />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 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 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 cementitiuos 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 />O O <br />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4'=V-0" <br />rr�l <br />2 <br />c� <br />off, <br />Q <br />/ <br />¢'E a��4a at i b� p t fitR;l it/i �iFt�ll <br />1,1 No ` o <br />tiv °ytoe:+r.° <br />6 ZJ n <br />��=il'rebit4 F <br />To the best of the Engineer's 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. 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 />N <br />(^ <br />Q <br />� <br />o E <br />CO 8 cps xt <br />00 <br />N 6 m# LL <br />a <br />N <br />a <br />�r-r�ZR L w _ <br />ei(MO v am Y <br />LL <br />Z <br />N co O <br />W0, <br />OjO' d ¢ ¢ <br />L <br />a <br />L <br />O V U � Co <br />(D <br />CD M <br />0 0 <br />Z m N <br />Z o <br />rr/ <br />J - <br />Q N <br />N <br />N <br />M <br />Z <br />� o <br />WTMI <br />L <br />4-1 <br />(a <br />Cn <br />w <br />� m <br />O <br />w o <br />Ely <br />U <br />w � <br />F-- - E <br />0 8 <br />rs <br />U 0m <br />O <br />0@ <br />N <br />�16 <br />C <br />co <br />M co <br />z <br />0o1Z <br />w <br />J <br />•n s <br />n <br />LL- <br />c6 E <br />O <br />z o <br />oo <br />z o <br /><� <br />z® <br />tc6 V <br />o <br />Cwi o <br />- C <br />0 E <br />aF <br />O <br />0¢ <br />N t <br />L <br />o <br />40 <br />a <br />�� <br />(6 <br />Cy <br />�m <br />1 O <br />Ott <br />Zo< <br />U) J <br />�� <br /><w <br />ZZ <br />z <br />Cl) <br />F <br />Z <br />go <br />CL <br />U ' <br />� <br />¢o <br />a <br />mw <br />�G <br />o� <br />w <br />�3 <br />> <br />o <br />co <br />V <br />Z. <br />a ° <br />Ov a <br />°O <br />> L.0 <br />L <br />� <br />m <br />co <br />0 <br />.> <br />0 <br />N <br />Q <br />U <br />o <br />O <br />� <br />m <br />&_ N <br />f6 O <br />/!1 <br />T <br />LO <br />00 <br />E <br />CN <br />M <br />o <br />z <br />z <br />E O <br />�; <br />c <br />a <br />U � <br />Q O <br />,J <br />JOB <br />NO: <br />21-1079 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />