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<br />,�'''TYPE DESIGNATION #5 REBAR AT TOP #5 REBAR AT TOP' 'IN. (1) REQ'DMIN. 1 REQ'DO, U-61,
<br />F =FILLED WITH () Q 1-1/2" CLEAR
<br />O O O O O O O OGROUT / U= UNFILLED a 1/2" —�
<br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T U-; R=RECESSED CLEAR o
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<br />:.' • , ` , ` • ,' • , • •. i NOMINAL.t QUANTITY OF 5 REBAR AT o W a \ O w E
<br />0 0 •' WIDTH #5 REBAR AT < 0 BOTTOM OF �d 0 � � f.> � C� � �
<br />8RF6-OB/1 T TOP LINTEL CAVITY m z v p #5 REBAR AT BOTTOM N o M
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<br />` , - ` ,' J• , , • I ` J ` • • ,' . NOMINA OTTOM REINFORCING a
<br />,.' ' ' .. •:' ° .. ' ': r':' "•: r,r' HEIGHT PROVIDED IN LINTEL uhi LL O n U M
<br />`` ' ` ` ' , ` © • ' • ` ' • • ` ' • ` 7-5/8"ACTUALVARIESrn M
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<br />��; ;�; .,•`, ��; •'�;' ,,;' ;,;' „NOMINAL WIDTH W aWt`i
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<br />STEEL BOXED LINTEL — U 02, p
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<br />8F20-1 B-2T = = = : ' = = : '; •, : 4c precast lintels = 3500 psi. Lv ,� c
<br />POWERS STEEL BOXED LINTEL NOTES (ALT.)
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<br />O O O O ' ' • Sc Prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN O Q c
<br />• • • ' routed per ASTM C476 f 3000 psi w/ T
<br />� P 9 - P Refer o manufacturers specifications or installation.
<br />8F24-1 B/1 T 8F24-081/1 T Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting.
<br />' ' • ' Soncrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. "T"Ov
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<br />minimum net area compressive strength =1900 psi.
<br />O O O. ♦ : " r • ' Roar per ASTM A615 Grade 60. 3. If lintel is scratched or damaged refer to Powers Steel for repair. Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required top and
<br />O O 0 O ' • • ♦ '' bottom of all Powers Steel lintels.
<br />270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to
<br />8F32 0B/1 T 8F32 1 B/1 T : ', 7/32 wire per ASTM A510. �ti •, •
<br />• • , applying the cementitiuos coating. See contractor specifications • •
<br />Mortar per ASTM C270 type M or S. c
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<br />' '', ' ' ' • J' � GENERAL INSTALLATION NOTES � °' � °° 00
<br />1. Provide full mortar head and bed joints. - $�
<br />8F40 0B/1 T Q • 2. Shore filled lintels as required.
<br />., 3. Installation of lintel must comply with the architectural and/or structural drawings. J �` w
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<br />' `: ' © 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate a' M
<br />• .' • , ` • ,• ,' 8F44 1 B/1 T vertical cell reinforcing and grouting. A t1 sue• 31
<br />,'; • ; • ,; • 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and L . O
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<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. _�� S } Or 0
<br />' 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete UM W
<br />• , ' • . • masonry units. p i (1 O
<br />• 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530"``,�, o
<br />r 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04.
<br />r• ` r ; '• 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 LINTEL PLAN NOTES: To the best of the Engineer's knowledge, information, and
<br />•� � ; ,• �. Q, - •• '; ', " coating.
<br />• O 0 12. Lintels loaded simultaneously with veritcel (gravity and uplift) and horizontal (lateral) belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />♦ • • O O • :� Code Sth Edition (2014) Residential. Engineer's signature
<br />:., ;-[ loadsshoudbeche�kedfor�mbinel0adingwiu,thefollowingequation: __ 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY.
<br />8F28 1 B/1 T Applied vertical load Applied horizontal load and seal is only for the structural engineering portions of
<br />••' 8F2806/1T 0 '" 0 + O 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE the drawing pages bearing Engineer's signature and seal.
<br />O 8RF301B/1T Safe vertical load Safe horizontal load ASSUMED TO BE 16" MINIMUM DEPTH. O
<br />© 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE
<br />0 0 - LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH
<br />8RF4008/1T THE ELEVATION DRAWINGS CD
<br />® 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER Z oN
<br />LINTEL HEIGHT. O u r-,
<br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED oc
<br />FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIREDM Z o "'
<br />FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. a �) L'
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<br />SCALE : AS NOTED
<br />PLOT DATE: 12/7/2012
<br />TECH: MJAM ES
<br />VERSION NO.
<br />106
<br />O MIN.
<br />E JOB No: O 17-5177 MIN. SHEET NO.
<br />LINTEL PLAN_
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<br />SCALE: ya 1 -0
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