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 5-112" 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 shoed be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load 1.0 <br />Safe verticalload Safe horizontal load _ <br />GENERAL. CONCRETE LINTEL SCHEDULE <br />APPROVED UNTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />81-44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F321 B/1T <br />FORM dr GROUT SOLID <br />4 <br />N <br />�U <br />0 " #5 BAR CONT. <br />8F12-1B/1T <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />1Tis UCJIIaIV/HI IUIN <br />#5REBARATTOP <br />MIN.(1)RE11 <br />Q'D <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT /U=UNFILLED <br />-1/2" <br />LEAK <br />G <br />R = RECESSED <br />STEEL LINTEL <br />QTY. OF #5 <br />° e <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />G ` <br />.M.U. <br />#5 REBAR AT TOP <br />a <br />w <br />° ` ° <br />MIN. (1) REQ'D - <; <br />1-1/2" CLEAR <br />z <br />8 F 16- B/ 1 T <br />Q <br />- <br />pip <br />° ° <br />h <br />z <br />G <br />GROUT <br />'\ <br />t tQUANTITYOF <br />e <br />^ _J 0 L <br />LNOMINA <br />5 REBAR AT <br />0) c�- <br />WIDTH #5 REBAR AT <br />• O <br />BOTTOM OF <br />can z F vi - <br />TOP <br />LINTEL CAVITY <br />E U 0 W w n <br />z 1 <br />NOMINAL-o <br />OTTOM <br />o ¢ Cj ' <br />HEIGHT <br />REINFORCING <br />¢ C7 <br />cr <br />7-58"ACTUAL <br />PROVIDED IN <br />g U. 0 v, <br />�7 <br />5 REBAR AT BOTTC <br />8" NOMINAL WIDTH <br />LINTEL <br />a <br />Lu pp$ < <br />AS INDICATED <br />(VARIES) <br />r~n S <br />MATERIALS-16 <br />GAUGE POWERS <br />-i-Pc precasflimels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintais = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 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. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturers specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <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 />5. A bonding agent must be applied to the Steel Box lintels prior to <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 />applying the cementitiuos 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 />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 />6-10" LL <br />LINTEL PLAN - ELEV-Al_ <br />SCALE:/4'=1'-0" <br />N <br />N <br />o <br />00 <br />Cv <br />F� <br />(.i <br />c c <br />CM. Cn <br />c cc <br />0 <br />�610 <br />N cc O <br />.. v, C= Cc <br />a Gy <br />c <br />a <br />3 ce <br />� d <br />o� ro n0 . <br />a <br />C <br />co 0 <br />� R.1 <br />G7 <br />.w <br />�Jf <br />OFESSIO`` <br />/l/lll!lTil � <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 Ronda 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 />In <br />Q <br />N 04 C 59 <br />V r <br />O s 0 C7 m <br />di Cl) <br />MC37 * LL <br />a LL <br />a <br />J LL LLLLI <br />Z C°u a <br />0L <br />�mNco o <br />W <br />W m w <br />_jO' <br />Z M) N Z Q <br />Cl) <br />cal <br />= N <br />W 00 <br />Z <br />Z <br />Z r, <br />J <br />d "7 <br />N Z v <br />D <br />toL/) <br />C <br />U <br />' w <br />C.) <br />• <br />Q m <br />�r__ <br />W <br />Z <br />U_ <br />E <br />o <br />f <br /><R <br />E OV <br />1i <br />❑aq <br />IT <br />o E <br />O� <br />zr <br />ppU <br />O <br />Z <br />LQOZZ <br />mi <br />CY <br />~� <br />gww <br />Z <br />�. � <br />oLL <br />ao <br />� W <br />W <br />3 <br />�o <br />�LL <br />�G <br />=� <br />� <br />a <br />=r <br />cCD <br />Dp <br />mot' <br />~ <br />ok <br />a = <br />6 3 <br />� O <br />(0 <br />X <br />' ^ <br />Y , <br />LO <br />� <br />cc <br />Q <br />cc <br />F- <br />T <br />m <br />ILO <br />'�I <br />O N <br />o <br />O <br />N <br />T <br />LO <br />Z <br />o <br />Z <br />Z <br />E � N <br />a <br />U _J Q 0 <br />JOB <br />NO: 22-06458 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />