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11ARIIIII1Jsi111.tL1AIIIIIIIIIIIIIIIII1 IM_jl I 1 r1.._ . <br />0 Jo 0 O O <br />8F8-1B/1T 8F8-0B/1T <br />0 ® I <br />O D1 O O O <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T <br />016-OB/ o 'O 8F- <br />OO 0 0 0 <br />8F20-1113/1T 8F20-06/1T <br />0 <br />a>SSTm< 0<�­L� <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />1/2" <br />d ° <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />a <br />M.u. <br />8F16— B/1T <br />a <br />tbS <br />Z <br />a <br />a , <br />GROUT <br />tt <br />LNOMINA L QUANTITY OF <br />4 <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />< O <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL- <br />o <br />OTTOM REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-518"ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />MATERIALS <br />t?c precast lintels = 3500 psi. <br />Pc prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />Maximum 3/8" aggregate and 8" to 11" slump. <br />Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />270 low relaxation. <br />7/32 wire per ASTM A510. <br />Mortar per ASTM C270 type M or S. <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 vertical (gravity and uplift) and horizontal (lateral) <br />loads should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load <br />0 <br />Safe vertical load Safe horizontal load — • <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1.1/2" CLEAR <br />J <br />W <br />6o U U) C.M.U. <br />u�(jX <br />Qom <br />LLIrn0z <br />p a� <br />¢ Lu <br />w U t!i 5 REBAR AT BOTTOM <br />Ox MIN. (1) REQ'D <br />tALLI-� <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 top and <br />bottom of all Powers Steel lintels. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitious coating. See contractor specifications <br />LINTEL PLAN NOTES: <br />o <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />' • ' <br />' <br />INFORMATION ONLY. <br />o 0 <br />2, UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />4,' •' <br />8R F6-0B/1 T <br />© <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />" <br />to, <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />. <br />o <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />o <br />8F20-16-2T <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />0 0 <br />0 O <br />© <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />8F24-1 B/1 T <br />8F24-0B/1 T <br />0 <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 />0 0 <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @a ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />i <br />i <br />inD nD nD nD nD <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />E(�)MIN. <br />OMIN. MIN. <br />L <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />�o <br />i, <br />CV <br />N <br />• a <br />C . 57. <br />} <br />W �Q <br />`'' v <br /><1 <br />r y <br />I <br />`- L C <br />O 0 <br />> a� 0 <br />N <br />O <br />CV <br />O <br />LE1N�����i o <br />�� p''`.�G�ENSF•'��'% <br />, <br />, <br />CJ <br />N o7 87�kYy' • <br />''. S1"ATE GF <br />4,. <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specificatlons contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residentiel 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 />in <br />Ln <br />W <br />H <br />00 <br />o rc � ax <br />o <br />AV <br />C <br />a°oo �' ac LL <br />d% <br />,i, a <br />U)Mv� a Y <br />'ri <br />3 <br />J o <br />O <br />L r <br />�� n co m � <br />a <br />W <br />LLWr°n�pjO' <br />¢ a <br />co No <a� <br />N � Z ¢� Ln � <br />C1 U u � U) <br />= <br />W <br />��7 <br />N <br />z M <br />z � <br />L <br />z <br />< <br />J <br />(An <br />N <br />M <br />z b <br />2. <br />CD <br />Oro-J <br />LL <br />L i� W <br />4 <br />O <br />N <br />W 8 <br />in-- <br />� <br />� o <br />U {r- <br />W J <br />r <br />i <br />_. <br />U �3 <br />• <br />N <br />so <br />M <br />w <br />�Q <br />Cl) <br />� <br />g� <br />=S <br />� <br />> <br />C L <br />E OV <br />s� <br />W° <br />d'R <br />z <br />oa <br />H <br />_ <br />x� <br />a� <br />DO <br />o <br />o� <br />z <br />N <br />z <br />$ <br />�o <br />w ? <br />=y <br />CO C <br />v <br />08Q� <br />�p <br />i LL <br />Z <br />J <br />�2 <br />a <br />O <br />U <br />W <br />O <br />a <br />c O <br />0 <br />2 <br />c, <br />N <br />N <br />Co t <br />N <br />60 <br />U) m <br />N <br />co <br />p <br />C <br />O <br />M <br />T <br />Q <br />N_ <br />LO <br />6 <br />r <br />r <br />E <br />i= <br />Z 1 <br />c <br />M <br />o <br />2 <br />n3 <br />E T <br />N <br />:? <br />c <br />0- <br />U J <br />Q O <br />c <br />_J <br />JOB <br />NO: 22-01714-01709 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L 1 <br />