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1 I I I I I I - - L A. H A _ I I 1 I q I
<br />GENERAL CONCRETE LINTEL SCHEDULE
<br />• +• SYMMETRICAL O
<br />• • • • • APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY
<br />81781B/1T 8F8-06/1T
<br />TYPE DESIGNATION #5REBAR ATTOP E O N
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<br />' •' MIN. (1) REO'D
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<br />• • • ' • F =FILLED WITH ° vz" ce) GROUT �'-
<br />/ U = UNFILLED d CGJ
<br />8RF14-1 B/1T 8RF14-0B/1T R = RECESSED LEAR 4'
<br />A " � � • � © O CITY. OF #5 ° ° = c
<br />': • . REBAR @ BOTTOM N -
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<br />8F 16-i'B/1 T ° ° MS25
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<br />z G GROUT
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<br />•••, • • I NOMINAL. QUANTITY OF
<br />t ° 5 REBAR AT `
<br />• • • • • • • • , • WIDTH #5 REBAR AT ° BOTTOM OF _ U -
<br />TOP o LINTEL CAVITY J, O 0
<br />8F20-OB/1T 8F20-1B/1T8F16-OB/1T 8F16-1B/1T NOMINAL- OTTOM
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<br />HEIGHT REINFORCING 0- 4-
<br />HEIGHT
<br />© © O © 7-5/8"ACTUAL PROVIDED IN
<br />8" NOMINAL WIDTH LINTEL H
<br />i • .•.• : i ; � r : �, (VARIES) I
<br />% • ' % ' MATERIALS
<br />1. fc precast lintels = 3500 psi.
<br />• • ' ' ' ' •! ' • ` ' 2. fc prestressed lintels = 6000 psi.
<br />$RF6-OB/1 TLI 3. grouted per ASTM C476 fg = 3000 psi w/
<br />. r L , ; . 4. maximum 3/8" aggregate and 8" to 11" slump. _
<br />5. Concrete masonry units (CMU) per ASTM C90 w/ O I F
<br />© ' 'I minimum net area compressive strength = 1900 psi.
<br />• • ' ;; • , 6. Rebar per ASTM A615 Grade 60.
<br />Prestressing strand per ASTM A416 grade C14
<br />;�• 7. 270 low relaxation.
<br />'. • '. • 7/32 wire per ASTM A510. \ `
<br />' • • • % ;' 8. Mortar per ASTM C270 type M or S. cJ
<br />8F20-1B-2T • ` ,�' '=
<br />*' �-% • • • • • • GENERAL INSTALLATION NOTES
<br />1. Provide full mortar head and bed joints.
<br />' © 8RF22-1B/1T 8F24-OB/1T 8F24-1B/1T
<br />• = • % • • 2, Shore filled lintels as required. ` 1 �' • ��,
<br />° ,, • •�, ••• �,•� © O O 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 H
<br />vertical cell reinforcing and grouting. O 0
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<br />• ; `' �' ::0 , 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and a'
<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. _ 3
<br />' 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete
<br />• masonry units.
<br />FP-1
<br />�', ; • , . , • • , • • ' , • • '. ' • ' , • , . ' , . , 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 coT 3
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<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
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<br />• • ' a coating of stucco applied in accordance with ASTM C-926 or other approved FP-1
<br />coating. LL _
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<br />•• ; �'• ; , �'• ; ; �'� ; • �', ; : , ; :`� • ; ILI 12. All lintel dimensions shown are "overall" lintel lengths. 00 CO
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<br />;'• ; ;'• ; ',', ; ;', : , . 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 3
<br />• • • • loads shoud be checked for combine loading with the following equation: r To the best of the Engineer's knowledge, information and belief,
<br />• , L . : .,, ' , • Applied vertical load Applied horizontal load OQj FP-1 the structural plans and specifications contained within these
<br />` •' • Safe vertical load +Safe horizontal load < 0 �\ drawings comply with the 2020 Florida Building Code -
<br />:.� J101-
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<br />, �� Residential 7th Edition. Engineers signature and seal is only for
<br />, r• the sWctural engineering portions of the drawing pages bea ng
<br />I r ` • Engineers signature and seal.
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<br />81F44113/1T8F4006/1T 8RF40OB/1T 8F321B/1T 8F320B/1T 8RF301B/1T 81F28OB/1T 81F281B/1T � a N
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<br />ALTERNATE POWERS LINTEL PLAN NOTES:
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<br />STEEL LINTEL Z a
<br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL W ~ ro � 1
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<br />INFORMATION ONLY. N co Q M o
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<br />#S .(1)RE AT TOP 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE
<br />MIN.(1)REO'D 1-1/2"CLEAR
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<br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. H
<br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED O
<br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE z
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<br />dLu C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS
<br />1 0 4. THE CONTRACTOR IS RESPONSIBLE FOR _
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<br />_° W J COORDINATING THE PROPER LINTEL HEIGHT. _ I (111110z
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<br />oLO°? 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM `�' v `� 0
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<br /><0<1 DEPTH REQUIRED FOR THE DESIGN LOADS. THE `''
<br />w _ri 5 REBAR AT BOTTOM
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<br />�QOQ AS INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR _
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<br />PROPER LINTEL HEIGHT,G.C. COORDINATE.
<br />16 GAUGE POWERS N = III
<br />STEEL BOXED LINTEL
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<br />POWERS STEEL BOXED LINTEL NOTES (ALT.)
<br />ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATE -A (no -o
<br />1. Refer to manufacturer's specifications for installation. o o 4 I,
<br />2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION @ ALL LOCATIONS UNLESS O O O O
<br />Refer to manufacturer's specifications.
<br />3. If lintel is scratched or damaged refer to Powers Steel for repair. NOTED OTHERWISE AT OPENING LOCATION cfl =
<br />4. Lintel depth to match precast depth. One #5 Bar required at top M Z
<br />see lintel plan/details for bottom steel required. 0 U_ z ¢ Z
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<br />5. A bonding agent must be applied to the Steel Box lintels prior to 0 _
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<br />applying the cementitiuos coating. See contractor specifications O ~ o < LL
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<br />2" DIA. PIN #3 SHEAR REINFORCING
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<br />@ 16" O.C. x °"
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<br />K.O. BLOCK COURSE H H H Z `Cn
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<br />T (2) #5 REBAR @ BOTTOM
<br />OF LINTEL CAVITY � =l¢ 03
<br />UNIT 1500 UNIT 1397 UNIT 1397 SYMMETRICAL N N
<br />PRECAST LINTEL UNIT ' Li')
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<br />BY MANUF.
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<br />AS25 LINTEL W/ SHEAR REINF. M N
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<br />N.T.s. REV 05.02.22 CAB LINTEL PLAN � '4_0 m C)
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<br />SCALE: 3/16"=1'-O" CN
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<br />JOB NO: 22-03326-03321
<br />SCALE : AS NOTED
<br />SHEET NO.
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