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<br />GENERAL CONCRETE LINTEL SCHEDULE
<br />SYMMETRICAL
<br />• • • • APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY ld�
<br />8F8-1B/1T 8F8-OB/1T ,� i E H O O
<br />TYPE DESIGNATION
<br />#5 REBAR AT TOP
<br />F = FILLED WITH MIN. (1) REQ'D r _�
<br />GROUT / U = UNFILLED.�
<br />- °
<br />8RF14-1B/1T8RF14-0/1 R=RECESSED LEAR
<br />O � U n.,
<br />�' . R' . © O QTY. OF #5 o
<br />' % • REBAR @ BOTTOM ° `cCm
<br />OF LINTEL CAVITY = ° c 0-
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<br />y G
<br />8 F 16- B/ 1 T 00 ° MS25 0ff
<br />' ; ; z n c GROUT at .ec
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<br />•'• .• • LNOMINAL.t QUANTITY OF ° 5 REBAR AT 41
<br />• • • • • • • • #5 REBAR AT BOTTOM OF CD
<br />WIDTH m
<br />TOP LINTEL CAVITY
<br />81=20-013/1T 8F20-1 B/1 T 8F 1 6-OB/1 T 8F16-1B/1T NOMINA,-*—BOTTOM —
<br />© O ® HEIGHT REINFORCING
<br />7-5l8"ACTUAL PROVIDED IN r i
<br />8" NOMINAL WIDTT__1 LINTEL O
<br />;�`, �•��� ;�•. ;�•. ;��•. (VARIES)
<br />MATERIALS
<br />1. fc precast lintels = 3500 psi.
<br />• • ILI ' ` r ' ' • ` ' ' ' ILI 1Z2. 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 />© ,` : • : • a.
<br />. • , 5. Concrete masonry units (CMU) per ASTM C90 w/ Oaf
<br />%• minimum net area compressive strength = 1900 psi. *-
<br />6. Rebar per ASTM A615 Grade 60.\_e
<br />ftz Prestressing strand per ASTM A416 grade
<br />•', 7. 270 low relaxation.
<br />.�
<br />,i , • ' • ` r '. ° '. • 7/32 wire per ASTM A510.
<br />° ',.• ! , : 8. Mortar per ASTM C270 type M or S. v (kN
<br />8F20-16-2T • • • F O 4
<br />• • • • GENERAL INSTALLATION NOTES g'
<br />1. Provide full mortar head and bed joints.
<br />' © 8RF22-1B/1T 8F24-0B/1T 8F24-1B/1T
<br />• . O O O 2. Shore filled lintels as required.
<br />+ , L , 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 w
<br />vertical
<br />mell ei forcngand lgroutiing. 1deflection,x t i t I 1 n H €J r
<br />,.+ ',. • , . • � • � ° , • 5. lintels e o exceed 360 vertical except Ines T-4" and a�� j,) .,�t7���
<br />O
<br />longer with a nominal height of 8" meet or exceed L1180. ~
<br />' • • • , 6. Bottom field added rebar to be located at the bottom of the lintel cavity.
<br />• '. + , •, , , , . , ' L , , . �•, . , .,, %', ; • * • , 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 />FP-1 • •'. ', masonry units. r 0
<br />' ` ' ' ` ' ' ' ' • ' ' ° 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 ap T ~
<br />• • % • • % + • = % • 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15.
<br />ILI
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<br />11, The exterior surface of lintels installed in exterior concrete masonry walls shall have FP-1
<br />'. ' • ILI - a coating of stucco applied in accordance with ASTM C-926 or other approved LO
<br />coating. O u
<br />•, e', L , 'L , , ,` •, , L , , ' ` , , ;; 12. All lintel dimensions shown are "overall" lintel lengths. 00 00,
<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
<br />• , , ; ; ; ; ; To the best of the Engineer's knowledge, information and belief,
<br />+ • ° ' ' . s ' , s ' . i • . • ' . ' . Applied vertical load Applied horizontal load ...111 the structural plans and specifications contained within these
<br />` • + / ' . O drawings comply with the 2020 Florida Building Code -
<br />• ;' Safe vertical load Safe horizontal load `'
<br />• ; • , ` ; • JI-1111---
<br />W uv"L
<br />� Resident al 7th Edit on. Engineefs signature and seal is only for
<br />the structural enginee ng portons of the drawing pages bearing
<br />O Engineer's signature and seal.
<br />v E
<br />8F441B/1T81F400B/1T 8RF40OB/1T 817321B/1T 8F320B/1T 8RF301B/1T 8F280B/1T 8F281B/1T 0 0 8 0
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<br />V' O I O� CLL
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<br />ALTERNATE POWERS °'~
<br />LINTEL PLAN NOTES: z 6 g M W
<br />STEEL LINTEL �� 2°° :E�q 0 �
<br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL - ° ' `° � Y) ° o
<br />t_ �� W in�pjO' m w
<br />INFORMATION ONLY. co � Z g
<br />#5 REBAR AT TOP CiLL O U Q 0
<br />MIN. (1)REQ'D S1-1/2" CLEAR 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE 0
<br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. ��
<br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED O
<br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE
<br />w
<br />�W COORDINATED WITH THE ELEVATION DRAWINGS Q s
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<br />tom _ 4. THE CONTRACTOR IS RESPONSIBLE FOR o o
<br />_° W J COORDINATING THE PROPER LINTEL HEIGHT. _ r
<br />u,
<br />oU)aZ 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM M N04
<br />¢��� I> %` DEPTH REQUIRED FOR THE D SI N LOAD . THE "' I �� w
<br />n W rn N ` 5 REBAR AT BOTTOM Q E G S Q
<br />LLo AS INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR v W M
<br />O
<br />PROPER LINTEL HEIGHT,G.C. COORDINATE.
<br />�N
<br />16 GAUGE POWERS w J of
<br />STEEL BOXED LINTEL Ci
<br />POWERS STEEL BOXED LINTEL NOTES (ALT.)
<br />ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATE I ®o
<br />1. Refer to manufacturer's specifications for installation. of p I p o0 Q N m
<br />2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION @ ALL LOCATIONS UNLESS ~ O O O ~ o o
<br />Refer to manufacturer's specifications. A A
<br />3. If lintel is scratched or damaged refer to Powers Steel for repair. NOTED OTHERWISE AT OPENING LOCATION z
<br />4. Lintel depth to match precast depth. One #5 Bar required at top g _ s
<br />see lintel plan/details for bottom steel required. O O '
<br />5. A bonding agent must be applied to the Steel Box lintels prior to 6' _ _ I °' Q E
<br />applying the cementitiuos coating. See contractor specifications O O E w z o
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<br />2" DIA. PIN #3 SHEAR REINFORCING N Ww
<br />AV o ro az WZ
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<br />16" O.C. z
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<br />K.O. BLOCK COURSE H H H -Z �o `W
<br />0o W/(2)-#5 TOP, MIN (SOLID ° 3 og
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<br />GROUT)
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<br />(2) #5 REBAR @BOTTOM
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<br />OF LINTEL CAVITY
<br />UNIT 1500 UNIT 1397 UNIT 1397
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<br />SYMMETRICAL n
<br />PRECAST LINTEL UNIT ' LO
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<br />BY MANUF.CU
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<br />S25 LINTEL W/ SHEAR REINF. M C
<br />N.T.S. REV 05.02.22 CAB oo () m a o
<br />LINTEL PLAN T
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<br />SCALE:3/16"=1'-0" 00 C CO
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<br />JOB NO: 22-12504-12499
<br />SCALE : AS NOTED
<br />SHEET NO.
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