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3 <br />v <br />SJ" <br />a <br />rn <br />L0 <br />a> <br />`v <br />v <br />cn <br />0 <br />Q <br />r'M <br />Q <br />O <br />J <br />[V <br />O <br />I <br />rn <br />Lo <br />e7 <br />0 <br />v <br />cn� <br />PM <br />O <br />0 <br />cV <br />O <br />I <br />N <br />cn <br />LO <br />q <br />v <br />Cr <br />t <br />0 <br />C <br />3 <br />CD <br />/ <br />O <br />d <br />E <br />E <br />0 <br />0 <br />c <br />c <br />J <br />0 <br />or <br />0 <br />8 <br />.a <br />0 <br />•U <br />N <br />O <br />04 <br />ci <br />0 <br />0 <br />CV <br />cJ <br />N <br />n <br />0 <br />Q <br />0 <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 U360 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. Gast -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 / i . O <br />Safe vertical load Safe horizontal load `� I <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />O•~• O O 0 0 O <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />O © © 0 0 <br />8RF14-1 B/1T <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 81`321 B/1T <br />0 0 <br />0 0 0 0 <br />8RF14-0B/1T 81=16-013/17' 8F16-1B/1T <br />O <br />FORM & GROUT SOLID <br />o <br />W <br />' <br />J <br />0 <br />• , <br />#5 BAR CONT. <br />8F12-1B/1T <br />0 0 <br />V <br />O <br />81=20-013/1 T <br />© <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />MINI= <br />0� <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 />W <br />8 F 16— B/ 1 T <br />H <br />J <br />Zo <br />g <br />N <br />Z <br />tNOMINAL.QUANTITY <br />r <br />OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />° <br />HEIGHT <br />MATERIALS <br />cT fr precasf7mtels = 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. Rebar 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 />#SREBAR ATTOP MIN. (1) REQ'D ALTERNATE POWERS <br />CLEAR STEEL LINTEL <br />O <br />d <br />4 ° M.U. #5 REBAR AT TOP , <br />d ° ° MIN. (1) REQ'D1-1/2" CLEAR <br />° <br />d <br />d <br />° <br />GROUT <br />° <br />° <br />o <br />5 REBAR AT <br />= u~i w <br />ri, <br />° 0 <br />BOTTOM OF <br />a w z iii� <br />OF <br />"W-BOTTOM <br />LINTEL CAVITY <br />O v X w <br />o�UOz <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q ¢ C7 rL J <br />Z LL o w ,-, <br />¢ • C1 � <br />L. <br />#5 REBAR AT B( <br />AS INDICATED <br />7-518"ACTUAL <br />40MINAL WIDTH <br />(VARIES) <br />. 0 R a 's <br />t p <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 N ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />5-10" LL <br />LINTEL PLAN — ELEV—Al <br />SCALE: %4"=1'-0" <br />a,1 <br />' <br />Cq <br />o <br />� <br />m -o <br />> W ' <br />C lO C J N <br />C LL C3- <br />cn, 40 o <br />4 N � <br />o <br />ai <br />cc <br />u d <br />> <br />eu ca <br />rn a <br />c E <br />� <br />o <br />IV <br />i <br />�. .. , ... <br />< <br />+/ t) <br />- o <br />O <br />r <br />fY� <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 />0) <br />W <br />,IT E <br />o <br />c0 <br />'Q <br />v <br />0 <br />'s <br />y% 00 C N_ Or0 <br />N N <br />M <br />V)Nb 8 J <br />/N <br />�i <br />13 <br />M cf <br />C J LL W <br />J LL LL W a <br />— -0 IL Y <br />L <br />L <br />«@ 7j <br />w 0 <br />O <br />W <br />= 'f0 N (p <br />0 <br />LLW <br />����mW <br />L0 eM ZLL <br />0 <br />Z <br />N J <br />O0 U o <br />W <br />o0 <br />Z N Cl) <br />0 <br />Z <br />Z o <br />< <br />E3 <br />Ln <br />N <br />M <br />a <br />� <br />(� o <br />- <br />rZ <br />LL <br />r� <br />W m <br />U <br />O <br />N <br />w o <br />{) <br />'�' J <br />�® <br />F— <br />I <br />S s <br />C�) <br />C) o <br />o <br />Aft <br />dID <br />W <br />M <br />o <br />Z <br />a <br />LL_ <br />a <br />wo <br />E <br />aY <br />Q O <br />E v <br />¢Z <br />ze <br />oC <br />CL <br />aZ ¢ <br />�O <br />O O <br />U K <br />O <br />N <br />L <br />¢O <br />¢ <br />az <br />�W <br />W <br />_(V <br />(� <br />C <br />a <br />ZZ <br />O Y <br />U <br />y0 <br />mO <br />O <br />Z <br />J <br />< <br />QW <br />�N <br />o< <br />ZZ <br />g0 <br />!? <br />LL <br />d <br />L, w <br />W <br />yE <br />Fk <br />=3 <br />o <br />O00 <br />w� <br />w <br />;o <br />aC <br />Z <br />3 <br />>� <br />J <br />LO <br />m <br />CU <br />Q <br />0 <br />H <br />G <br />coO <br />T <br />Y <br />� <br />T <br />U) m <br />CV <br />m <br />LO <br />r <br />(V <br />N <br />T <br />LO C��/•� <br />E <br />o <br />Z <br />z <br />E T <br />U)Z <br />c <br />@ <br />a <br />0 .� <br />a <br />¢ o <br />c <br />� <br />JOB <br />NO: <br />22-08312 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />