Laserfiche WebLink
10 <br />O O o O <br />8F8-1B/1T 8F8-0B/1T <br />O O O O O O O O <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 81F16-013/1T <br />© O O O <br />O <br />8RF6-0B/1 T <br />, <br />: O. <br />1 UvI <br />O O O O O O <br />8F20-16/1T 81720-OB/1T 8F20-1B-2T <br />O0 8F24-18/11T 8FF24-0B/1T <br />O O <br />U91 <br />U91 <br />ALTERNATE POWERS <br />1. <br />2. <br />GENERAL INSTALLATION NOTES <br />Provide full mortar head and bed joints. <br />Shore filled lintels as required. <br />STEEL LINTEL <br />3. <br />Installation of lintel must comply with the architectural and/or structural drawings. <br />4. <br />U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. <br />All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />N. <br />#5 REBAR AT TOP <br />6, <br />longer with a nominal height of 8" meet or exceed U180. <br />Bottom field added rebar to be located at the bottom of the lintel cavity. <br />F = FILLED WITH <br />MIN. <br />(1) REO'D <br />MIN. (1) REO'D 1-1/2" CLEAR <br />7. <br />7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />GROUT / U = UNFILLED <br />8. <br />Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />° ° <br />R = RECESSED <br />CLEAR <br />masonry units. <br />O <br />9. <br />Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />QTY. OF #5 <br />° ° <br />11. <br />Product Approvals: Miami Dade County, Florida o and 15. <br />REBAR r� BOTTOM <br />� <br />11. <br />mason shall <br />The exterior surface of lintels installed in exterior concrete masonry walls shall have <br />concretewalls have <br />c <br />OF LINTEL CAVITY <br />° <br />.M.U. <br />w <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />w <br />w <br />coating. <br />� U U)C.M.u. <br />12 <br />Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />8 F 16— B/ 1 T <br />a <br />° <br />o <br />loads shoud be checked for combine loading with the following equation: <br />N <br />o <br />° ° <br />= o w J <br />Applied vertical load Applied horizontal load i <br />+ <br />° <br />GROUT <br />a 3. z <br />Safe vertical load Safe horizontal load — I .0 <br />t <br />° a <br />LNOMINA L QUANTITY OF <br />#5 REBAR AT <br />° <br />° <br />5 REBAR AT <br />W Q <br />IR <br />WIDTH <br />TOP <br />BOTTOM OF <br />LINTEL CAVITY <br />¢ U i­- <br />0 w rn S #5 REBAR AT BOTTOM <br />Z M Z <br />NOMINAL <br />o <br />BOTTOM REINFORCING <br />x MIN. (1) REQ'D <br />a p 0 <br />LL <br />L—i:4-16 <br />HEIGHT <br />1 PROVIDED IN LINTEL <br />~ <br />7-5/8"ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />MATERIALS <br />c precast lintels t psi. <br />Rc prestressed lintels is = = 6000 psi. <br />ONLY IF NOTED ON LINTEL PLAN <br />§routed per ASTM C476 f'g = 3000 psi w/ <br />1. Refer to manufacturer's specifications for installation. <br />rhaximum 3/8" aggregate and 8" to 11" slump. <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />Foncrete masonry units (CMU) per ASTM C90 w/ <br />Refer to manufacturer's specifications. <br />minimum net area compressive strength = 1900 psi. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />Rebar per ASTM A615 Grade 60. <br />4. Lintel depth to match precast depth. One #5 Bar required top and <br />Prestressing strand per ASTM A416 grade <br />bottom of all Powers Steel lintels. <br />270 low relaxation. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />7/32 wire per ASTM A510. <br />applying the cementitiuos coating. See contractor specifications <br />81ortar per ASTM C270 type M or S. <br />r <br />(D) nD ["'D) rD <br />(D) rD rD <br />2ND FLOOR LINTEL PLAN_ <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 />SYMETRICAL CE <br />I (E I (E) (E I <br />I <br />nD <br />O E <br />O <br />O <br />O <br />MIN. MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN_ <br />SCALE: 3/16"=1'-0" <br />SYMETRICAL <br />N <br />m � <br />r <br />� W <br />o L <br />Cl) <br />O C f0 C� Cy <br />C3c <br />c LA- n- <br />N f0 O <br />y O !v <br />CO. <br />Q N Y <br />d <br />da�CP <br />E c <br />� o Q <br />y <br />o u '3 <br />is y ar t� <br />C cm <br />Ln <br />c E <br />o <br />d U <br />% V <br />N�- <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 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 />_..:. W v EE <br />a co 8 <br />0 <br />C) N <br />r- <br />0010 <br />N <br />p ��,00 w - <br />N cnrr; ° NO <br />N 0 2s # Ji <br />3. C J Z l+J. W <br />W V 5 <br />1I1a� a <br />V J W <br />Z — 6 Y <br />(- ca n <br />ca o z <br />t13Z — <br />O <br />N <br />_� <br />W ��pjO� w <br />m <br />ZLL � M Z Q J <br />w <br />O U < C) <br />Z <br />W ❑ ❑ <br />o g <br />z .0 N <br />z o <br />O <br />n Q <br />nN z <br />4—+ co w <br />Ca W <br />W o <br />OLn <br />uss <br />L <br />U <br />H — E <br />^ S <br />if.. <br />L <br />U 'o <br />CL <br />Q N rn <br />�m <br />r� <br />cD <br />Z< <br />Z <br />Cl) <br />N <br />o <br />a <br />� <br />J <br />� <br />2 0 <br />> H <br />Zo <br />Q <br />E OV <br />Z® <br />oa <br />F- @ <br />2� <br />00 <br />Z <br />O E <br />ON <br />¢Z <br />a s <br />O� <br />a Z <br />i <br />wo <br />a❑ <br />ww <br />n} <br />i 0 <br />m� <br />0 <br />O <br />Z <br />U) Q% <br />y of <br />Qw <br />Z <br />fn <br />¢ <br />oa <br />Z <br />go <br />0- <br />a <br />w <br />W <br />�' <br />w <br />3 <br />x� <br />CO <br />� <br />a¢ <br />�o <br />a <br />ozl¢ <br />° 3 <br />0 r <br />>� <br />a� <br />rn <br />GD <br />VJ <br />T <br />� <br />�6 <br />CID <br />T <br />O <br />C6 <br />L! <br />o <br />OO <br />r <br />m <br />O <br />OO <br />E <br />I� N <br />U-)F— <br />-+ CD o <br />0') <br />� r <br />Q <br />0000 <br />T <br />N <br />O <br />O <br />Z <br />cc Z <br />� <br />E Q �' <br />c <br />U <br />c <br />a <br />-1 Q p <br />� <br />JOB <br />NO: 22-09500-09493 <br />SCALE : AS NOTED <br />SHEET NO. <br />L 1 <br />