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• +'' �'" GENERAL CONCRETE LINTEL SCHEDULE
<br />SYMMETRICAL
<br />• • • •J11"
<br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY
<br />8F8-16/1T 8F8-OB/1To IN TYPE DESIGNATION #5REBAR ATTOP O
<br />MIN. (1) REQ'D = r , N
<br />• • • ' " • F =FILLED WITH El::� _ `� �
<br />GROUT / U =UNFILLED c LL X
<br />8RF14-16/1T 8RF14-OB/iT R RECESSED ° CLEAR p L
<br />,• �•• ' `• 48L © O QTY. OF #5 ° a CIL-
<br />REBAR @BOTTOM I W r✓ Cy
<br />;, • ; ;, r ; ;�'• ; OF LINTEL CAVITY a rJ 03 �J M
<br />M.U.
<br />ED
<br />0 o , ° MS25 O D I vi i
<br />z GROUT O (fr .-
<br />•: -• LNOMINA t QUANTITY OF • 5 REBAR ATNEU
<br />J S�
<br />• • • • • , ,, • • • WIDTH #5 REBAR AT < BOTTOM OF
<br />N
<br />8F20-OB/1T 8F20-1 B/1 T 8F1 6-OB/1 T 8F16-1B/1T NOMINA TOP ° LINTEL CAVITY OTTOM I ^� )' (0
<br />® ® O ® HEIGHT REINFORCING
<br />7-518"ACTUAL u
<br />PROVIDED IN i f
<br />8 NOMINAL WIDTH LINTEL-
<br />• • (VARIES) H U} O O
<br />MATERIALS
<br />•'�' , • ` ;; ll_I
<br />'•', • ' • �,'• ` • ', �•` 1. fc precast lintels = 3500 psi. > L L
<br />• • 2. fc prestressed lintels = 6000 psi.
<br />8RF6-OB/1 T •' .' ,• , . 3. grouted per ASTM C476 fg = 3000 psi w/
<br />• r ' , ' ILI :,L' 4. maximum 3/8" aggregate and 8" to 11" slump.
<br />© • • . • 5. Concrete masonry units (CMU) per ASTM C90 w/
<br />minimum net area compressive strength = 1900 psi.
<br />' . , ' ;; : • ; 6. Rebar per ASTM A615 Grade 60. '
<br />,,�', •, , • Pre stow sing strand
<br />per ASTM A416 grade r ±;;i+1;i ilrfj!'c-4
<br />7.
<br />i • ,• '. • , • '. • 7/32 wire per ASTM A510. r� G
<br />*,' • • :.
<br />• �� • , • : 8. Mortar per ASTM C270 type M or S.
<br />8F20-1 B-2T �'•
<br />Y J
<br />0. ; • • • • GENERAL INSTALLATION NOTES = n) - � � '•.o
<br />• © 8RF22-1 B/1T 81F24-0113/11T 8F24-1113 T 1. Provide full mortar head and bed Joints.
<br />• • • '. 2. Shore filled Ilntels as required. a
<br />® O O 3, Installation of lintel must comply with the architectural and/or structural drawings. I .\'., :) 1� �FLU
<br />,. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate Q�
<br />• , • vertical cell reinforcing and grouting. �
<br />All lintels meet or ex O 8
<br />' • � '. • ` , �'. • ` . . • , . • , 5. a exceed U360 vertical deflection, except lintels 1T-4" and rn
<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. v. • ••'a• ,,`.``
<br />• , ; •• '. , ; • ' , . , ; ', , r , • ` • ,7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
<br />: ' ,-',`' g. Cast -in -place concrete may b8 provided in composite lintel In lieu Of concrete
<br />' ' ' •' ' • masonry units.
<br />' . • , • , • • ' ' L ' ' L ' L ' ` ' ' ' . • 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
<br />' ! • • ! • • % • • m 3
<br />11. 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. o
<br />'' ,•': • • , ': •, :`' : The exterior surface of lintels installed in exterior concrete masonry walls shall have
<br />•
<br />' ' L , - • - • • '. ' • ' . • % • • 'L ' a coating of stucco applied in accordance with ASTM C-926 or other approved IF -1
<br />coating. LL _
<br />. '• ; ,; • . ' , ' • �', , •,; �'. , ' • • , ' . . , ,; • �'• 12. All lintel dimensions shown are "overall" lintel lengths. O Cr Cr 00
<br />13. Lintels loaded simultaneously with verical (gravity and uplift) and horizontal (lateral) r
<br />' ' • `' loads shoud be checked for combine loading with the following equation:
<br />r ' ,' • • `' . • ` ,'. • ,'. • , ,'. • , ' . ••, ,• • • • , Applied vertical load Applied horizontal load FP-1 To the best of the Engineer's knowledge, Information and belief,
<br />`• ; ;' • ; '� ` • ; `,' '• • ' ' '' Safe vertical load +Safe horizontal load O ���� I the structural co plans and specifications contained within these
<br />drawings comply with the 2020 Florida Building Code -
<br />' • • . ' , • - . ' • • • • ' . • ' p9i Residential 7th Edition. Engineers signature and seal is only for
<br />,• �� the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />11
<br />8F441B/1T8F40OB/1T 8RF40OB/1T 8F321B/1T 8F32OB/1T 8RF301B/1T 8F28OB/1T 8F281B/1T I H g E
<br />CCND
<br />Y O I p v 0 N 0
<br />ALTERNATE POWERS ire�JLL LL w
<br />STEEL LINTEL LINTEL PLAN NOTES: �LLg a x
<br />z'2�
<br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL q o W o co
<br />m n g i
<br />INFORMATION ONLY.
<br />#S REBAR.(1)RED' 1-1/2" CLEAR AT TOP
<br />MIN. (1) RE2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE z "
<br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. H W
<br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED O �,
<br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BELu
<br />z
<br />C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS Z:
<br />IL
<br />13
<br />IL
<br />i?st;x
<br />'-Pm 4. THE CONTRACTOR IS RESPONSIBLE FORcl-
<br />o o
<br />W W J COORDINATING THE PROPER LINTEL HEIGHT. r - W
<br />WD0 I O T z
<br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM
<br />a co ] N N <V�'o 5REBARATBOTTOM DEPTH REQUIRED FOR THE DESIGN LOADS. THE " I (DM w
<br />aoo i A
<br />S INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR
<br />LL.0
<br />cn1
<br />PROPER LINTEL HEIGHT,G.C. COORDINATE.
<br />GAUGE POWERS (a .- cn
<br />STEEL BOXED LINTEL I U
<br />POWERS STEEL BOXED LINTEL NOTES (ALT.) ' _
<br />r- E I
<br />ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATE Of# '
<br />1. Refer to manufacturer's specifications for installation. o p i p 00
<br />SUBSTITUTION a@ ALL LOCATIONS UNLESS �10
<br />2. Contractor to provide proper protection of lintel to prevent rusting.
<br />Refer to manufacturer's specifications. E G G E o
<br />3. If lintel is scratched or damaged refer to Powers steel for repair. NOTED OTHERWISE AT OPENING LO CATION C/
<br />4. Lintel depth to match precast depth. One #5 Bar required at top o
<br />see lintel plan/details for bottom steel required. 0 y
<br />5. A bonding agent must be applied to the Steel Box lintels prior to rn E s z
<br />applying the cementitiuos coating. See contractor specifications O O E _
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<br />2" DIA. PIN #3 SHEAR REINFORCING=;I. J Z
<br />$ wo
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<br />@ 16" O.C. gy zx
<br />K.O. BLOCK COURSE H H H Z
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<br />_ oo w/ 2 -#5 TOP ( MIN SOLID 3 O $ a=
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<br />4 GROUT) O MIN. MIN. MIN. I W cifIr
<br />to
<br />r (2) #5 REBAR @ BOTTOM A C> _ � o
<br />OF LINTEL CAVITY
<br />UNIT s �I
<br />1500 UNIT 1397 UNIT 1397 N
<br />4:
<br />SYMMETRICAL
<br />PRECAST LINTEL UNIT U-)
<br />co
<br />BY MANUF.
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<br />S25 LINTEL W/ SHEAR REINF. M Q
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<br />N.T.S. REV 05.02.22 CAB �
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<br />LINTEL PLANca
<br />SCALE: 3/16"=1'-O" H o
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<br />CD
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<br />JOB NO: 22-05620-05615
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />L 1
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