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<br />• �`' ' ��'� GENERAL CONCRETE LINTEL SCHEDULE
<br />,•, ',, SYMETRICAL
<br />• • • • APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY
<br />8178-1 B/1 T 81F8-06/1 T
<br />TYPE DESIGNATION #5REBAR ATTOP E O
<br />'' •"
<br />F = FILLED WITH MIN. (1) REQ'D • • • , , • GROUT / U = UNFILLED C -1/2"
<br />8RF14-1B/1T 8RF14-0B/1T R = RECESSED CLEAR ~ N
<br />4L © © QTY. OF #5 ° ° I N V
<br />A co
<br />A"': ;' REBAR @ BOTTOM
<br />CL
<br />OF LINTEL CAVITY =
<br />•,• • •` ;��•' ;�',• J C7 < .0-C.M.U.
<br />8F 16 B/1 T 0 ° ° 0 _
<br />�,•� �,•• ` ;�,'� ` 2 '4° GROUT + l) r-.
<br />8" x 16" w/ (2) #5 TOP & BOT. &
<br />�•• • • �• tNOMINAL,QUANTITY OF ° 5 REBAR AT #5 REBAR AT BOTTOM OF STIRRUPS AT 16" O.C.
<br />• • • • • • • • WIDTH TOP LINTEL CAVITY
<br />8F20-OB/1T 8F20-1B/1T81716-OB/1T 8F16-1B/1T NOMINAL-° oTTOM
<br />N
<br />® ® O © HEIGHT PROV DEDI IN
<br />7-5/8"ACTUAL C-
<br />8" NOMINAL WIDTH LINTEL O
<br />�, , � • (VARIES)
<br />MATERIALS
<br />O 1. fc precast lintels = 3500 psi. U2. fc .
<br />• , • • i.
<br />3. grouted per ASTM lintels
<br />476 fg 3000 psi w/ O w
<br />8RF6-0B/1 T 4. maximum 3/8" aggregate and 8" to 11" slump. L
<br />,: • 5. Concrete masonry units (CMU) per ASTM C90 w/ CD I
<br />© •' ' ' minimum net area compressive strength =1900 psi. r
<br />;•� , •. , ; 6. Rebar per ASTM A615 Grade 60.
<br />y Prestressing strand per ASTM A416 grade N
<br />�• , • , 7. 270 low relaxation. o
<br />• • `' , • ', • '. • 7/32 wire per ASTM A510. N
<br />' • • 8. Mortar per ASTM C270 type M or S. I o
<br />8F20-1 B-2T • •'� • 4%
<br />• - `' GENERAL
<br />Na b) TALLA sION NOTES `, o�111tsr e's ``'
<br />1. Provide full
<br />• 8RF22-1B/1T 8F24-OB/1T 8F24-1B/1T
<br />• • • = • • • 2. Shore filled lintels as required.
<br />• • �, �' • •
<br />3. Installation of lintel must comply with the architectural and/or structural drawings.
<br />q. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate - ` . • � ' gyp•
<br />O �F • iJ,Q,,• �C� a
<br />• • • vertical cell reinforcing and grouting. S
<br />-.
<br />• ; �'• ; �', 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4' and o�
<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. w
<br />1,4 , , " ; , , ' : , . ,, , • 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
<br />• •, 8, Cast -in -place concrete may be provided in composite lintel in lieu of concrete o
<br />•, , masonry units.
<br />','• ,, �', • ', • '. • , '. • Safe load ratings based on rational design analysis per ACI 318 and ACI 530 ~ y
<br />10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. 1 ` ,,`j'
<br />9.
<br />%' '` ' •' 'r ' ,', • • ' 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have ~ • T �� y
<br />�'. • . •, . , •, • , '. • , • , '. • �:.. ,' a coating of stucco applied in accordance with ASTM C-926 or other approved 6
<br />LO
<br />coating. u_ -
<br />12. All lintel dimensions shown are "overall" lintel lengths. O Cr 00
<br />.�. •;', ; ,'• ; �,', ; , ', , ; '. , '..: 13. Lintels loaded simultaneously with vertcal (gravity and uplift) and horizontal (lateral) 1
<br />` • �• • �• . • •' '• `' loads shoud be checked for combine loading with the following equation: r
<br />• . , •, . •, . •,'. , •, . •, . , •, • , . '. • , Applied vertical load Applied horizontal load FP-1 g
<br />To the best of the Engineers knowledge, information and belief,
<br />p I 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 />,' , , • ' , , • ; , , ' ; . , j
<br />b Residential 7th Edition. Engineer's signature and seal is only for
<br />,••• • ,• ' •• !'•, 9 Q the structure) engineering portions of the drawing pages bearing
<br />Engineer's signature and seal.
<br />8F44 1 B/1T 81740 OB/1T 8RF40 OB/1T 8F32 1 B/1T 8F32 0B/1T 8RF30 1 B/1T 8F28 0B/1T 81728 1B/1T o
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<br />LINTEL PLAN NOTES: _ 13Z �� a X
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<br />STEEL LINTEL °? °° � G IX 0 _,J
<br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL
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<br />INFORMATION ONLY. Z LO NZ X y 0
<br />#5 REBAR AT TOP N O U
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<br />MIN. (1)REC1 1-1/2"CLEAR 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE W
<br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH.LL
<br />H
<br />THE NUMBER OF COURSES OF MASONRY REQUIRED O
<br />3. E
<br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE z
<br />W
<br />•..N C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS Z!
<br />90
<br />4. THE CONTRACTOR IS RESPONSIBLE FOR
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<br />COORDINATING THE PROPER LINTEL HEIGHT. -1 I
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<br />0aZ 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUMa to "'
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<br />Q0~0 ` 5REBARATBOTTOM DEPTH REQUIRED FOR THE DESIGN LOADS. THE `'
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<br />F a o o AS INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR
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<br />PROPER LINTEL HEIGHT,G.C. COORDINATE.
<br />16 GAUGE POWERS
<br />STEEL BOXED LINTEL
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<br />POWERS STEEL BOXED LINTEL NOTES (ALT.)
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<br />ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATE
<br />1. Refer to manufacturer's specifications for installation. O
<br />2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION @ ALL LOCATIONS UNLESS E G G E I l_ __ N
<br />��
<br />Refer to manufacturer's specifications. O O O D w
<br />3. If lintel is scratched or damaged refer to Powers Steel for repair' NOTED OTHERWISE AT OPENING LOCATION
<br />4. Lintel depth to match precast depth. One #5 Bar required at top Z
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<br />see lintel plan/details for bottom steel required. 0 J o 6
<br />5. A bonding agent must be applied to the Steel Box lintels prior to O - W > -
<br />applying the cementitiuos coating. See contractor specifications ~ _ _ I rn Q E a s
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<br />UNIT 1500 UNIT 1397 UNIT 1397
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<br />0 SCALE:3/16"=1"-0"" o
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<br />JOB NO: 22-01577-01572
<br />SCALE : AS NOTED
<br />SHEET NO.
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