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I I 1 I' '1 1 1 1 1 <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 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 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 �� . O <br />afe vertical load + Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />® OP <br />FORM & GROUT SOLID <br />q e . _ tQY <br />-11 <br />O N W <br />J <br />�U <br />0 #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />Kamm <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />Q <br />8 F 16- <br />B/ 1 T <br />U <br />Q <br />tNOMINAL, <br />tQUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />#S <br />MIN. <br />(1)RR <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />- <br />G d <br />_ <br />d ° d <br />° <br />G <br />M.U. <br />#5 REBAR AT TOP <br />° <br />w <br />e° d <br />MIN. (1) REQ'D j <br />1-1/2" CLEAR <br />2 <br />z <br />° <br />e <br />° d d <br />Z <br />GROUT <br />r' n <br />° <br />L <br />d <br />n Q E ° <br />C.M.U. <br />° <br />5 REBAR AT <br />BOTTOM OF <br />= (n w <br />z ' <br />o <br />LINTEL CAVITY <br />LW U O0 u- (n 1 <br />x ' <br />OTTOM <br />o X L) `'. n <br />REINFORCING <br />¢ 0 <br />- <br />7-5/8"ACTUAL <br />PROVIDED IN <br />� LL O N <br />Z C f L <br />' <br />5 REBAR AT BOTTO <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ • O oo <br />r �o �. J� <br />AS INDICATED <br />(VARIES) <br />v~i u?5 6 <br />MATERIALS <br />cTreecaas Tntels = 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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <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 1ALT.) <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 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 />�F� <br />4'-0" LL <br />(E� <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4'=1 r-0" <br />To the best of the Engineer's knowledge, information and belief, <br />the structure) 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 />H <br />Q <br />E <br />o 8 �_ r u <br />O N LL <br />iIi <br />rn t` t• .� J W <br />d' Q�MOV <br />W a Y <br />JLLLL aW <br />o <br />Z <br />_ <br />f°�v O <br />W <br />= cc O ~ W <br />£ <br />mC¢ < <br />aZ <br />Z XOn <br />OLLZ UUNo <br />W <br />❑❑❑ <br />Z � N <br />Z � <br />�( v <br />J <br />tl <br />N <br />� <br />� o <br />aXZ <br />a) <br />Ow <br />LQ <br />C <br />w m <br />_ • <br />C 4> <br />QN a <br />r- <br />� <br />w <br />zZZ <br />J <br />Z6 <br />J <br />LL_ <br />Eo <br />n o <br />z <br />oLL <br />> •- <br />aR <br />zp <br />E O <br />H (D <br />u <br />� <br />U <br />o <br />�0 <br />o <br />a� <br />Z41 <br />CV <br />o <br />io <br />tt � <br />n, <br />C <br />z <br />a <br />mf <br />O� <br />Z <br />N <br />N <br />q <br />qZq¢ O <br />U <br />aw <br />W <br />�j <br />� <br />ao <br />o <br />v <br />Za <br />03 <br />O <br />0 <br />c� <br />L <br />c <br />N <br />co <br />.� <br />m <br />1 <br />� <br />= <br />�% <br />Lo <br />� <br />N <br />ILL)T_ <br />T <br />.L N <br />00 N <br />T <br />. <br />M <br />o <br />M <br />N <br />Z <br />Z <br />E 0 <br />E <br />?3 <br />f0 <br />a <br />•• <br />0 � <br />v <br />a o <br />c <br />JOB <br />NO: <br />21-1076 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />I <br />i <br />