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-Llntels 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. 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 verltcal (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 1.0 <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />ELWIM <br />MEME <br />MO 00 <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/iT 8F32 1 B/1T <br />FORM dr GROUT SOLID <br />Q � J <br />r• � U <br />° #5 BAR CONT. <br />8F12-1 B/1 T <br />M <br />V' LINTEL DETAIL <br />SCALE - N.T.S. <br />1=10 <br />0 ME <br />M <br />In <br />E <br />f <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />a <br />8F 16- B/1 T <br />tNOMINAL <br />tQUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c-TT precasflintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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 psl. <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 />#5R <br />M IN.. <br />(1)(1) REO'D <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />_ <br />° • <br />• � a <br />d <br />.M.U. <br />#5 REBAR AT TOP <br />w <br />• ° • <br />MIN. (1) REQ'D ° d 1-112" CLEAR <br />x <br />° <br />o <br />a <br />4 <br />GROUT <br />e <br />C <br />y F- C.M.U. <br />5 REBAR AT <br />BOTTOM OF <br />- <br />4 <br />OF <br />o-BOTTOM <br />LINTEL CAVITY <br />y 9 1 <br />6 `Q <br />it <br />o rj <br />REINFORCING <br />PROVIDED IN <br />a C7 <br />Z 4 n <br />G7 • P 5 REBAR AT BOTTC <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ <br />po3 Q° 0° AS INDICATED <br />¢ <br />(VARIES) <br />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 (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 />IF <br />5'-10" LL <br />FF\ CF) <br />4'-6" LL 4'-6" LL <br />OB <br />6-6" LL <br />E 1 MIN. <br />17''-4" LL <br />LFj <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: )4"=V-0" <br />C`J <br />Co <br />0 <br />\-EWKpL`s�+ <br />• s <br />P <br />• Nop <br />° <br />,fir+ <br />• ddr � <br />To the besfVfffie -1 gjine4f aS e, on and belief, <br />the structural sp�c3 onn§§ ed within these <br />pfkp arrr} <br />drawings comply rnrov tfre'20ZQ Fdorida'Bullding Code - <br />Residential An 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 />h <br />E <br />st <br />a0 <br />o 8 E <br />N <br />Q <br />Q <br />w <br />0N ?� <br />J LL LL � _ W S <br />o <br />Z <br />_ <br />°god <br />O <br />W <br />Cd N �p tY <br />Z <br />IL ZN <br />a <br />MZ r1�"NO <br />O 0 0 _j U) <br />W <br />0 <br />Z gN <br />Z o"iS <br />Z n <br />Q <br />d N <br />n <br />N <br />a) <br />Z <br />F <br />Cn r` <br />w <br />- Z <br />O <br />w <br />�N <br />U <br />' <br />ll.l co <br />J <br />F- E <br />s <br />S <br />z <br />U <br />c <br />C.t <br />� <br />1 <br />CD <br />W <br />Z <br />E <br />o0aFz <br />2 e <br />o <br />§ <br />U <br />�° <br />► (Q <br />C1 <br />H <br />Z <br />i <br />� <br />� <br />a <br />r <br />Z <br />NC <br />yS � <br />tU��gLL <br />NO <br />Q2 <br />W <br />a�i 3 <br />0 <br />° <br />U <br />az <br />J <br />c <br />=i <br />O <br />> L() <br />O <br />C <br />T <br />OM <br />N <br />o <br />LO <br />> <br />Q <br />� <br />O <br />o <br />U <br />CEO <br />f <br />m <br />�1C� <br />W <br />2-' <br />T <br />N_ <br />CO <br />Q� <br />O) <br />= N <br />IT� <br />LOa) <br />r <br />T <br />N <br />E <br />c <br />Ch <br />Z <br />Z <br />O <br />iA <br />ED w <br />M <br />C <br />a <br />U S <br />4 0 <br />JOB <br />NO: <br />21-2028 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />