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LINTEL PLAN NOTES: <br />° 1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />'d°-e •d°'e•O-e- AJ,e •do-e- _ _ _ <br />o ° INFORMATION ONLY. <br />° O O O = °'° - O O <br />8F8-1B/1T 8F8-0B/1T = 8RF6-0B/1T 2• UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />d - ° d° © TO BE ASSUMED TO BE 16" <br />MINIMUM DEPTH. <br />O ® ° 3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />U6," <br />0 0 0BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />8RF14-1B/1T8RF14-06/1T 8F16-1B/1T 8F16-0B/1T 0 ° <br />© O 0 O o 0 0 0 V <br />o o COORDINATED WITH THE ELEVATION DRAWINGS <br />8F20-1B/1T 8F20-0B/1T 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR <br />0 0 sF24-16/° 8° 4 oa/o COORDINATING THE PROPER LINTEL HEIGHT, <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />0 J) DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />TYPE DESIGNATION <br />115 REBAR <br />AT TOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />-1/2" <br />a <br />R = RECESSED <br />H <br />CLEAR <br />QTY. OF #5 <br />6 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />M.u. <br />a <br />Qw <br />°a ° <br />8F 16— B/1 T <br />a <br />z <br />° °a ° <br />bo <br />z <br />GROUT <br />L QUANTITY OF <br />tNOMINAL.° <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL <br />OTTOM REINFORCING <br />HEIGHT <br />7-5/8"ACTUAL <br />I PROVIDED IN LINTEL <br />(VARIES) <br />" <br />8" NOMINAL WIDTH <br />MATERIALS <br />flc precast lintels = 3500 psi. <br />Rc prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />shaximum 3/8" aggregate and 8" to 11" slump. <br />Concrete masonry units (CM U) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />2.70 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 U360 vertical deflection, except lintels 174" 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 />g. 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 />O <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 />Lu <br />ui \\� <br />C.M.U. <br />EoUcn <br />in(DX <br />r,Oro <br />d W M W <br />F- X <br />pia? <br />w 4 N <br />z¢ Z S #5 REBAR AT BOTTOM <br />MIN. (1) REQ'D <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 />ON <br />O <br />F <br />A <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />A <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />I <br />(�)MIN. OMK OMIN. <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN_ <br />SYMMETRICAL <br />Cn <br />6lil <br />A <br />� cu <br />N <br />a <br />:1�. <br />l 'O <br />�N#. <br />`• 0# <br />`�� Ems• aesaae �ar <br />Y _°PCs <br />' per' S <br />. <br />a, <br />L0 <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 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 />o � CUOUO <br />6 <br />qq nNi <br />0 '�7,N N ik LL LL <br />fn��� LL w w <br />0 �rNiv 3 w a a <br />.4 c � g o— <br />m w U) z <br />� <br />rn 5 o o= <br />_ Imo o o <br />' <br />,,� 5 'tcc6 N CO CO L Q <br />GC� Z <br />W c J <br />CO O � O w <br />M Z U L h <br />ILZ <br />N 0 U ❑El❑ <br />Z <br />W <br />N O <br />o <br />� o a <br />ti <br />M <br />v <br />0 `o <br />�N <br />4-1 LL <br />C6 � <br />w <br />O L.UN <br />o <br />y / <br />(n) <br />�• <br />t— <br />V � <br />LLS N <br />J <br />I <br />Elmc 0 <br />N 0 <br />ti <br />a <br />Jz <br />W <br />M <br />M <br />J <br />O � <br />z <br />Q <br />� <br />C <br />w❑ <br />�o <br />Z <br />a <br />E o <br />oLL <br />�© <br />I--- t0 <br />E O <br />10 <br />00 <br />OQ <br />J <br />o <br />'0 <br />d z <br />W M <br />7= <br />= U <br />� <br />m <br />N m <br />Q W <br />o <br />Z 0 <br />g <br />CJ� j <br />T <br />m <br />< <br />4 0 <br />a <br />N W <br />= <br />x <br />c� <br />1IQ <br />o <br />c O <br />O <br />f2 <br />T U <br />i� <br />LL co <br />rn <br />�� <br />CN <br />f (D <br />Co <br />r <br />N <br />CN <br />c LL <br />T <br />M <br />Ln <br />N E <br />r <br />Cr <br />V <br />00 <br />U iI3 <br />U) V <br />00 <br />r <br />00 <br />�F—+ 00 <br />GV <br />O to <br />U-) <br />Ci M <br />1-0 <br />C <br />N <br />O p <br />� <br />O <br />N <br />Cfl <br />M r <br />��— <br />CM <br />o <br />Z <br />Q N <br />`m <br />a <br />E <br />0 Q o <br />c <br />JOB NO: 23-05735-05740 <br />SCALE : AS NOTED <br />SHEET NO. <br />L 1 <br />