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<br />J0o 0STEEL LINTELz8F8-1B/1T 8F8-0B/1T .• :• Z'''TYPE DESIGNATION #5 REBAR AT TOP #5 REBAR AT TOP Z
<br />MIN. (1) REQ'D MIN. 1 REQ':O, � •� • '�F =FILLED WITH () Q 1.112"CLEAR Q
<br />O O O O 0 O GROUT / U= UNFILLED
<br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T :0,� • • R=RECESSED CLEAR "
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<br />•• , • '• , • \ , • • \', • " \ , • \ , • �, • . , • LNOMINA t QUANTITY OF ° 5 REBAR AT o '' N O w
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<br />8RF6-0B/1T WIDTH w
<br />'� , TOP 0 LINTEL CAVITY ¢ Z = Q 4 Q MIN. (1) EQ'D OTTOM cIi O O
<br />'• , ,` ! ` ! ,• ! • , • , ` ! NOMINAL -"*—BOTTOM REINFORCING LL p p p N I— m ti
<br />:. ' • : • \ : HEIGHT PROVIDED IN LINTEL — Q ,� • �+ N
<br />7-5/8"ACTUAL (VARIES) a) Cl)
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<br />; • ; • ; • MATERIA$ POWERS STEEL BOXED LINTEL NOTES (ALT.) O U m o Y is
<br />Q' 8F20-1 B-2T ' . is precast lintels = 3500 psi. Y (n c OQ
<br />• , • , :'. , • , 2c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN o
<br />O O O O " §routed per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. Q �'
<br />8F24-1 B/1 T 8F24-OB/1 T © ; Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting.
<br />6oncrete masonry units (CMU) per ASTM C90 w/ N D B D o
<br />% • • `%,; • %,; • minimum net area compressive strength = 1900 psi. Refer to manufacturer's specifications.
<br />O O 3. If lintel is scratched or damaged refer to Powers Steel for repair. BPI
<br />O. 6tebar per ASTM A615 Grade 60.
<br />4. Lintel depth to match recast depth. One #5 Barrequired to and 0/
<br />• � • ' � • ''' ' ! � ' Prestressing strand r ASTM A416 grade p p p p 8 D
<br />O O O O g g bottom of all Powers Steel lintels. • d
<br />270 low relaxation.
<br />8F32 0B/1 T 8F32 1 B/1 T 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to
<br />• applying the cementitiuos coating. See contractor specifications
<br />Mortar per ASTM C270 type M or S. C`i-' ,.' •CIC� r
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<br />O • " GENERAL INSTALLATION NOTES `�
<br />: .' •; •; : 1. Provide full mortar head and bed joints.
<br />8F40 0B/1 T 0' ILL!
<br />Shore filled lintels as required. Z °' "- C9 Z
<br />• ' • • '' • ' , 3. Installation of lintel must comply with the architectural and/or structural drawings. O "•N r\
<br />© O O 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate W c� �' +•• " c
<br />8F44 1 B/1 T vertical cell reinforcing and grouting.
<br />:', ; •'; • ; �'; 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4"
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<br />longer with a nominal height of 8" meet or exceed U180. \ r
<br />• !' ! • !' 6. Bottom field added rebar to be located at the bottom of the lintel cavity. • • �� \\
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<br />•' :.': •- ' 7• 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. M F V l�*�
<br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
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<br />• , , , masonry units. `" o 50
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<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.03-0605.05 and 03-0605.04. ❑ ❑
<br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
<br />g pp pp LINTEL PLAN NOTES: g g • • ` ' • ,�' a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and
<br />Q • : ; ', Coating. belief, the structural plans and specifications contained
<br />• �'�,� O O 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) within these drawings comply with the Florida Building
<br />O O �1, loads so be checked for combine loadingwith the following equation: 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. Code Sth Edition (2014) Residential. Engineer's signature
<br />8F28 1 B/1 T Applied vertical load Applied horizontal load and seal is only for the structural engineering portions of
<br />O 8F280B/1T o o + O 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE the drawing pages bearing Engineer's signature and seal.
<br />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 />8RF400B/1T THE ELEVATION DRAWINGS2
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<br />® 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER z N
<br />LINTEL HEIGHT.
<br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED > n M o ,
<br />FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED o ,.;
<br />FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. Q in Ln
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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 />OE JOB NO: 17-5179
<br />LINTEL PLAN_ MIN. SHEET NO.
<br />L 1
<br />SCALE: Ya"=1'-0"
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