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SYMETRICAL
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<br />GENERAL CONCRETE LINTEL SCHEDULE
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<br />0 .., , APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY
<br />8F8-16/1T 8F8-0B/1T � "'• • � •'• " O O O O
<br />O ® •�"TYPE DESIGNATION #5 REBAR AT TOP E O
<br />F = FILLED WITH MIN. (1) REO'D O
<br />GROUT / U = UNFILLED A vz"
<br />8RF14-1B11T 8RF14-OB/1T R = RECESSED LEAR
<br />• ,• • © ® QTY. OF #5 P
<br />REBAR @ BOTTOM °
<br />• OF LINTEL CAVITY = a
<br />'",• •,•' •�', ,� V M.U.
<br />44
<br />8F16- B/1 T Q z ° `'• UA. .'' ' •' ZGROUT
<br />8" x 16w/ (2) #5 TOP & BOT. &
<br />, • •.�_ tNOMINA QUANTITY OF ° 5 REBAR AT STIRRUPS AT 16" O.C.
<br />WIDTH #5 REBAR AT ° BOTTOM OF
<br />TOP LINTEL CAVITY
<br />81F20-013/1T 8F20-1B/1T8F16-0B/1T 8F16-113/1T NOMINAL- C OTTOM
<br />® T) ® HEIGHT 7-5/8"ACTUAL REINFORCING
<br />PROVIDED IN
<br />8" NOMINAL WIDTH LINTEL O
<br />(VARIES)
<br />• '% • = MATERIALS
<br />• ' �' ,• 1. fc precast lintels = 3500 psi.
<br />' ` ' , • ` ' ` • ` ` ' 2. fc prestressed lintels = 6000 psi.
<br />8RF6-0B/1 T 3. grouted per ASTM C476 fg = 3000 psi w/
<br />+ • ; ; . , ; 4. maximum 3/8" aggregate and 8" to 11" slump. =
<br />© 5. Concrete masonry units (CMU) per ASTM C90 w/ p
<br />' .�;•'• minimum net area compressive strength = 1900 psi. r
<br />6. Reber per ASTM A615 Grade 60.
<br />Prestressing strand per ASTM A416 grade N
<br />,�•• 7. 270 low relaxation. o
<br />• • ` '. • '. • 7/32 wire per ASTM A510. N
<br />' • • 8. Mortar per ASTM C270 type M or S. o
<br />• © GENERAL INSTALLATION NOTES
<br />';'• ; ;' 8RF22-1 B/1 T 8F24-OB/1 T 8F24-1 B/1 T 1. Provide full mortar head and bed joints. M
<br />CD
<br />' 2. Shore filled lintels as required.
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<br />. ' • , • It • , ® O O 3. Installation of lintel must comply with the architectural and/or structural drawings. I �� O�
<br />,. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate C� , •' \ C E •n+ .4�' • �
<br />.' ;.'. , • , • vertical cell reinforcing and grouting.
<br />• �'• •, , ' •, • ; *'. ' ,; *'. ; •, 5, All Ilntels meet or exceed U360 vertical deflection, except lintels 174"and Pd U P 3 7 5 e
<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 />' + . ' ; . •'+ ' •', . ,'. ' �; . •', ; ',• , ,• '• , 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 1
<br />' `• ' %', ; ; , 8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete p
<br />masonry units. O FP-1 U. S TA T O t=
<br />•, . ' . `'. • it • '. • , �'. • , '. • , •• 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 m i ,, • ,;.� :-
<br />•;, 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. `? 1 e ''• O C ~ ����
<br />'. . ,
<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. u- -
<br />• ; . �', ; ;; . �', ' . �', ; . �', ; . �', ; . �', ' . 12. All lintel dimensions shown are "overall" lintel lengths. O 0
<br />13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
<br />+ loads shoud be checked for combine loading with the following equation: r
<br />r • • • , • , • FP-1 To a best of the Engineers knowledge, information and belief,
<br />. • , • ' , + , , • , , • � , • � , • � ' . • � Applied vertical load Applied horizontal load
<br />•' , , + I . O\O� the structural plans and specifications contained within these
<br />' Safe vertical load Safe horizontal load `^' '� drawings comply with the 2020 Florida Building Code -
<br />. ' r �', ' . �', ' • �', ' + �'. Uy"t.-I
<br />aw Residential 7th Edition. Engineers signature and seal is only for
<br />the aWcturel engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />Le '• �H N
<br />8F44 1 B/1T 8F40 OB/1T 8RF40 06/1T 8F32 1B/1T 8F32 0B/1T 8RF30 1B/1T 8F28 OB/1T 8F28 1B/1TR Co
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<br />ALTERNATE POWERS NOTES:LINTEL PLAN . . . . I ~ °' u1 J u- U. a
<br />STEEL LINTEL 21 0 r �g�
<br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL o ° W m g a
<br />W a . k
<br />Z � cl< W50
<br />INFORMATION ONLY. Q Q
<br />#5 REBAR AT TOP O U U -' y
<br />MIN. (1)REQ' 1-1/2"CLEAR 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE W ❑❑❑
<br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. O
<br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED -
<br />w BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE Z g
<br />W '� z
<br />C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS
<br />4. THE CONTRACTOR IS RESPONSIBLE FOR e
<br />COORDINATING THE PROPER LINTEL HEIGHT. = T I �N Z
<br />V) Z O O
<br />oNgJ 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM �" N v
<br />oCo.
<br />°0�� DEPTH REQUIRED FOR THE DESIGN LOADS. THE " I �� W
<br />o W v~i ui 5 REBAR AT BOTTOM M _ '+
<br />LLo AS INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR �0 W
<br />PROPER LINTEL HEIGHT,G.C. COORDINATE. _
<br />16 GAUGE POWERS N C N
<br />STEEL BOXED LINTEL N
<br />I
<br />POWERS STEEL BOXED LINTEL NOTES ALT.
<br />( ) LLJ J
<br />ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATE c -o
<br />1. Refer to manufacturer's specifications for installation. c O I O o Q S
<br />2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION @ ALL LOCATIONS UNLESS F- O O O O r
<br />ReferlI scratched NOTED OTHERWISE AT OPENING LOCATION
<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 at top
<br />see lintel plan/details for bottom steel required. O I O �
<br />5. A bonding agent must be applied to the Steel Box lintels prior to E a z o
<br />applying the cementitiuos coating. See contractor specifications Q Q E o W
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<br />G MIN. MIN. MIN. W C-)
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<br />UNIT 1500 UNIT 1397 UNIT 1397 g�
<br />SYMETRICAL in, O
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<br />LINTEL PLAN m
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<br />SCALE:3/16"=1'-O" H T N
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<br />JOB NO: 22-01571-01566
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />L 1
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