|
• 4"', SYMMETRICAL
<br />GENERAL CONCRETE LINTEL SCHEDULE
<br />• • • • ::' :; ; ' ° '`°' APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY H H E
<br />o
<br />8F81B11T 8F8-06/1T `;`';-,, E O O
<br />AO ® ':� • ° ° TYPE DESIGNATION #5REBAR ATTOP
<br />F =FILLED WITH MIN. (1) REQ'D
<br />• 0 • • GROUT / U =UNFILLED n Avz°
<br />® o wo
<br />8RF14-1B/1T 8RF14-OB/1T R = RECESSED CLEAR
<br />' REBAR @ BOTTOM ° o � ; OF LINTEL CAVITY N
<br />a M.U. y cLa
<br />,• s•` , ,•' ° `r`•'°. ,' � `°•:' = U 16 BM T Q° o e .e Ms25
<br />L? z d ° GROUT �, •�• L
<br />•, a••' tNOMINAL.tQUANTITYOF sREBARAT #5 REBAR AT °
<br />• • • • • °`,` ` • • ° ` • WIDTH BOTTOM OF y C
<br />• • TOP LINTEL CAVITY I a E
<br />8F20-OB/1T 8F20-1B/1T8F16-OB/1T 8F16-1BMT NOMINAL '-*-BOTTOM o
<br />0
<br />© @ O O HEIGHT REINFORCING a
<br />7-5l8"ACTUAL PROVIDED IN °o
<br />8" NOMINAL WIDTH LINTEL O
<br />- (VARIES) j
<br />• = MATERIALS
<br />1. fc precast lintels=3500 psi. lCttE
<br />r `• I ° + Ii1C1
<br />• ` � • ` 2. fc prestressed lintels = 6000 psi.
<br />8RF6-0B/1 T ' 3. grouted per ASTM C476 fg = 3000 psi w/4. maximum i1th
<br />aggregate and 8" to 11" slump.
<br />5. Concrete masonry u its (CMU) per ASTM C90 w/ O ,�
<br />© + minimum net area compressive strength = 1900 psi.
<br />6. Rebar per ASTM A615 Grade 60.
<br />Prestressing strand per ASTM A416 grade ,- °' `' ••
<br />7. 270 low relaxation. / CJ r�rC7
<br />• ' • : .` ° ' • • U,9�,L
<br />7/32 wire per ASTM A510.o 8. Mortar per ASTM C270 type M or S.8F20-1 B-2T • .�.•
<br />- GENERAL INSTALLATION NOTES � � • �
<br />1, Provide full mortar head and bed joints.
<br />' 8RF22-1 B/1T 8F24-OB/1T 8F24-16/1T °•' E �}
<br />I 2. Shore filled lintels as required.
<br />• ° , , , O 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
<br />vertical cell reinforcing and grouting.���yC�4
<br />.�', ; •,'. , •, . , i'r i'. , i . , 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and el��l�ap 4eagttl\1`\
<br />• - longer with a nominal height of 8" meet or exceed L/180,
<br />6. Bottom field added rebar to be located at the bottom of the lintel cavity.
<br />• ' . ° . . ' ,'° ° ,'. •,< • , .. •°, r , ° , .. < * • , 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 4
<br />.` •`' masonry units. O FP-1
<br />• ' . + , ' ` ° - ' 1 ' - ° - '. ' ' , ' . + , 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 M r- ~
<br />I d d • ,"
<br />10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 3
<br />° • ° ° ` ° 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have r
<br />a coating of stucco applied in accordance with ASTM C-926 or other approved o1,FP-1
<br />.•'. LO
<br />coating. B
<br />.` O50
<br />12. All lintel dimensions shown are "overall" lintel lengths. 0
<br />•' 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
<br />T 3
<br />° loads shoud be checked for combine loading with the following equation: T
<br />To the best of the Enginee s knowledge, information and belief,
<br />' • a ' . • ' ' , ° , ', • . ° t ° . IL • Applied vertical load Applied horizontal load �� FP-1 I the structural plans and specifications contained within these
<br />'F ��� drawings comply with the 2020 Florida Building Code -
<br />° �' °` e • UI_
<br />Safe vertical load Safe horizontal load< • 0� Residential 7th Edition. Engineers signature and seal is only for
<br />•U1,-
<br />UA
<br />Cthe structural engineering portions of the drawing pages bea ng
<br />%` O Engineers signature and seal.
<br />W
<br />8F441B/1T8F40OB/1T 8RF40OB/1T 8F321B/1T 8F32OB/1T 8RF301B/1T 8F280B/1T 8F2816/1T Q o CO 0 o
<br />© O © ® © OTO O HO =
<br />- 6 N
<br />O (�
<br />� r
<br />ALTERNATE POWERS M�
<br />STEEL LINTEL LINTEL PLAN NOTES: _Co Z
<br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL - g i W Y o
<br />00 Q� W og�� o
<br />0
<br />z N M Z J
<br />INFORMATION ONLY.
<br />#5 REBAR AT TOP O U oU
<br />LL
<br />MIN.(1)REQ'D <''. 1-1/2" CLEAR 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE W o0
<br />I_ TO BE ASSUMED TO BE 16" MINIMUM DEPTH. H
<br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED O
<br />O _ M
<br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE z
<br />CO
<br />�uJ CO
<br />C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS Q
<br />0 4. THE CONTRACTOR IS RESPONSIBLE FOR
<br />°wW ,C �1 COORDINATING THE PROPER LINTEL HEIGHT. T O OI T U1 z
<br />W Q 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM M "' `" I N
<br />vw
<br />oWu~i� D ` L5REBARATBOTTOM DEPTH REQUIRED FOR THE DESIGN LOADS. THE o w
<br />�LLo < \' G� AS INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR v w o Oft
<br />PROPER LINTEL HEIGHT,G.C. COORDINATE. Ln
<br />16 GAUGE POWERS '-
<br />STEEL BOXED LINTEL w
<br />POWERS STEEL BOXED LINTEL NOTES (ALT.)
<br />ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATEtffil
<br />1. Refer to manufacturer's specifications for installation. d IOo
<br />2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION @ ALL LOCATIONS UNLESS T ~ O O O ~ T
<br />Refer to manufacturer's specifications. o J w
<br />3. If lintel is Scratched or damaged refer to Powers Steel for repair. NOTED OTHERWISE AT OPENING LOCATION Cl)co
<br />N ¢ z
<br />4. Lintel depth to match precast depth. One #5 Bar required at top JLD
<br />see lintel plan/details for bottom steel required. rn O O rn W o a 9
<br />5. A bonding agent must be applied to the Steel Box lintels prior to H - - ;i E . I z
<br />applying the cementitiuos coating. See contractor specifications �, O o o
<br />r� C K U U
<br />ao
<br />w
<br />2" DIA. PIN #3 SHEAR REINFORCING I ~ Wo
<br />@ 16" O.C. oLL
<br />K.O. BLOCK COURSE H H H <w
<br />O z
<br />O O =Z
<br />U
<br />� az
<br />0 o w/(2)-#5 TOP, MIN (SOLID MIN. MIN. MIN. W c� Nz
<br />LO GROUT) �� � Q
<br />(2) #5 REBAR @ BOTTOM CID OF
<br />01
<br />OF LINTEL CAVITY �� o
<br />o3
<br />UNIT 1500 UNIT 1397 UNIT 1397
<br />SYMMETRICAL N
<br />PRECAST LINTEL UNIT LOco
<br />BY MAN UF. o ca
<br />>
<br />fi
<br />S25 LINTEL W/ SHEAR REINF. T Q
<br />N.T.S. REV 05.02.22 CAB oo W m Q
<br />LINTEL PLANCN
<br />�-
<br />SCALE:3/16"=1'-O" -0 CL a 00
<br />F -� n. N rn
<br />4 o
<br />E
<br />z E
<br />m a 43 c
<br />a U � Q o _J
<br />JOB NO: 22-08393-08388
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />L 1
<br />
|