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<br />GENERAL CONCRETE LINTEL SCHEDULE SYMMETRICAL q
<br />• • • • '' ' APPROVED LINTEL MANUFACTURERS; CASTE-CRETE, QUALITY
<br />8F8-1B/1T 8178-01EI/1N
<br />T ,' E H H E fZC_ �II
<br />O ® `.� • TYPE DESIGNATION #5 REBAR AT TOP O H N o I I
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<br />• • • ' � • F =FILLED WITH IN.1REQ'D °v2 �
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<br />8RF14-1 B/1T 8RF14-0B/1T GROUT / U= UNFILLED a 4 r c
<br />R RECESSED CLEAR
<br />•�•, •w•, C O QTY. OF#5
<br />'... REBAR @ BOTTOM ° f° on
<br />• . �, . �, : OF LINTEL CAVITY n M.u. 'n ccZn
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<br />8 F 16- B/ 1 T � o ° ° ° MS25-
<br />i, Z G ° GROUT y
<br />• �'• •'• tNOMINAL.t QUANTITY OF ° S REBAR AT
<br />WIDTH #5 REBAR AT ° BOTTOM OF fO '
<br />r�
<br />• • • • • , • • • • TOP LINTEL CAVITY
<br />8F20-OB/1T 8F20-1 B/1 T 8F1 6-OB/1 T 8F16-1B/1T NOMINAL-° -BOTTOM N D I '
<br />E ki
<br />HEIGHT REINFORCING
<br />PROVIDED IN o F
<br />© ® O © 7-5/8"ACTUAL i
<br />8" NOMINAL WIDTH LINTEL O
<br />.•, • - (VARIES)
<br />I
<br />% • �% • = • MATERIALS
<br />' 1. fc precast lintels = 3500 psi.
<br />• • 2. fc prestressed lintels = 6000 psi.
<br />8RF6-06/1 T 3. grouted per ASTM C476 fg = 3000 psi w/ r,
<br />. 4. maximum 3/8" aggregate and 8" to 11" slump. _ �9�t ;� a • r, �°EI,F• '�
<br />OL • : • : . 5. Concrete masonry units (CMU) per ASTM C90 w/ O I �- Vt' 't / �`•�i
<br />- minimum net area compressive strength =1900 psi.
<br />,, • , . ' . •• 6. Rebar per ASTM A615 Grade 60.
<br />;'• - y Prestressing strand per ASTM A416 grade r - es r •'
<br />�• 7. 270 low relaxation. o
<br />• • ` '. • '. • 7/32 wire per ASTM A510. - N n
<br />: • • 8. Mortar per ASTM C270 type M or S. , L'..!
<br />8F20-1 B-2T • • • f� '
<br />GENERAL INSTALLATION NOTES
<br />- r•A
<br />a,
<br />• • •' • ;', © 8RF22-1 B/1 T gF24-OB/1 T 8F24-1 B/1 T 1 • Provide full mortar head and bed joints. J�
<br />•,, , , O O O 2. Shore filled lintels as required.
<br />•, �'• ;, • 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 I "
<br />vertical cell reinforcing and grouting. O °
<br />*' : �' S. Ail lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and
<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 b
<br />• ' • , . ' masonry units. o FP-1
<br />•, . ' . • '. • '. ' '. • 9• Safe load ratings based on rational design analysis per ACI 318 and ACI 530 ca I 3
<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 E•"
<br />' '. • '. • ' . • . ' . • - ' . • 1=3
<br />a coating of stucco applied in accordance with ASTM C-926 or other approvedcoating. un -
<br />%•'.o oo
<br />12. All lintel dimensions shown are "overall" lintel lengths. ,
<br />13. Lintels loaded simultaneously with veritcai (gravity and uplift) and horizontal (lateral)
<br />loads shoud be checked for combine loading with the following equation: ` "
<br />• ' . • : ' , • : • , . : ' , • • i • • ' • ' • , ' . • , Applied vertical load Applied horizontal load FP-1 To the best of the Engineers knowledge, information and belief, 1
<br />,} /y� . 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 />• , , : . ,'• :. ,', ,: • , , ' • , . : • . : • , • • , . ' Residential 7th Edition. Engineers signature and seal is only for
<br />• : • ; • ; %'• : �'• : %' • : �� o the structural engineering portions of the drawing pages bearing
<br />Engineers signature and seal.
<br />• • • • • • • • • • • • • • • •
<br />8F441B/1T8F40OB/1T 8RF400B/1T 8F321B/1T 8F320B/1T 8RF301B/1T 8F280B/1T 8F281B/1T W E
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<br />® O O © ® © O OS 0tl�"wN
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<br />ALTERNATE POWERS LINTEL PLAN NOTES: �~ ~�
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<br />STEEL LINTEL - Z a 0
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<br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL ° o ' "
<br />�r W o�-� o
<br />INFORMATION ONLY. co Z
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<br />= � MZ J kLL l
<br />#5 REBAR AT TOP N O U ¢ °°
<br />MIN. (1)REQ' 1-112"CLEAR 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE W as "
<br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH.
<br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED H M
<br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE O "
<br />oo
<br />Lu
<br />O
<br />C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS7
<br />z s
<br />Z5
<br />mom 4. THE CONTRACTOR IS RESPONSIBLE FOR
<br />COORDINATING THE PROPER LINTEL HEIGHT. T N z
<br />W�°Z 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM `� cv N
<br />Oy0J2 0 . .
<br />oU DEPTH REQUIRED FOR THE DESIGN LOADS. THE "'
<br />5 REBAR AT BOTTOM
<br />Z�00 _ DEPTH MAY BE INCREASED IF REQUIRED FOR �O w $ I
<br />a - x AS INDICATED U
<br />�¢
<br />PROPER LINTEL HEIGHT,G.C. COORDINATE. N c
<br />16 GAUGE POWERS
<br />STEEL BOXED LINTEL C) m ,r
<br />w
<br />POWERS STEEL BOXED LINTEL NOTES (ALT.) _ $ 1
<br />ONLY IF NOTED ON LINTEL PLAN J E i ,
<br />POWER STEEL LINTEL IS AN ADEQUATE c En w -o
<br />1. Refer to manufacturer's specifications for installation. b ° ° b Q N S m
<br />2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION �Q ALL LOCATIONS UNLESS ~ E G G E ~
<br />Refer to manufacturer's specifications. pe o �
<br />3. if lintel is scratched or damaged refer to Powers Steel for repair' NOTED OTHERWISE AT OPENING LOCATION M Q z
<br />4. Lintel depth to match precast depth. One #5 Bar required at top 2 _ °' o
<br />see lintel plan/details for bottom steel required. Y O p '1 '= o
<br />5. A bonding agent must be applied to the Steel Box lintels prior to °' - _ ca E s Z
<br />applying the cementitiuos coating. See contractor specifications O O o a o
<br />0
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<br />2" DIA. PIN #3 SHEAR REINFORCING @'_
<br />@ 16" O.C. N i_o.
<br />fIFYK.O. BLOCK COURSE Nm z
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<br />00 w/(2)-#5 TOP, MIN (SOLID . Nw
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<br />�",� GROUT) G MIN. MIN. MIN. <o
<br />(2) #5 REBAR @ BOTTOM w < �I3
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<br />•• OF LINTEL CAVITY UNIT 1500 UNIT 1397 UNIT 1397 =
<br />SYMMETRICAL ` CV
<br />PRECAST LINTEL UNIT ' I� U) m
<br />BY MANUF. o -
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<br />A�S25 LINTEL W/ SHEAR REINF. M CO o Q
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<br />N.T.S. REV 05.02.22 CAB LINTEL PLAN °° (n m Q
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<br />SCALE:3/16"=1'-O" �' -0 o
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<br />JOB NO : 22-06575-06570
<br />SCALE : AS NOTED
<br />SHEET NO.
<br />L 1
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