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• °+' SYMMETRICAL
<br />GENERAL CONCRETE LINTEL SCHEDULE
<br />• • • °'° ''° APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY
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<br />O � `_�•° TYPE DESIGNATION #5REBAR ATTOP � �-•
<br />F = FILLED WITH MIN. (1) REQ'D
<br />• • • • GROUT / U = UNFILLED a
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<br />8RF14-1B/1R RECESSED T8RF14-OB/1T ° CLEAR
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<br />•' ,-•'•` tNOMINAL.5REBARAT
<br />• • • • • • • • WIDTH #5 REBAR AT ° O BOTTOM OF
<br />TOP LINTEL CAVITY
<br />8F20-OB/1T 8F20-1B/1T8F16-013/1T 8F16-16/1T NOMINAL ° "*-BOTTOM
<br />G O O HEIGHT REINFORCING
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<br />7-5/8"ACTUAL PROVIDED IN
<br />8" NOMINAL WIDTH LINTEL O
<br />- (VARIES)
<br />MATERIALS
<br />1. fc precast lintels = 3500 psi.
<br />• ° • ` ° ° ` ° , ; ° ° ° ' " ° ' 2. f'c prestressed lintels = 6000 psi. gy��l,,
<br />'8RF6-OB/1 T 3. grouted per ASTM C476 fg = 3000 psi w/ `�.�` 'ago
<br />° s', 4. maximum 3/8" aggregate and 8" to 11" slump. _ tom.
<br />© _ 5. Concrete masonry units (CMU) per ASTM C90 w/ O
<br />minimum net area compressive strength = 1900 psi.
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<br />, , .. v , ; 6. Rebar per ASTM A615 Grade 60. n "° ° �.0
<br />Prestressing strand per ASTM A416 gradeCA,7. 270 low relaxation. ` ° °. • °. ° 7/32 wire per ASTM A510.O C
<br />'. • • ;' 8. Mortar per ASTM C270 type M or S. <:
<br />8F20-1 B-2T • °'� ° • •'• O R c., `` f, �3
<br />° :0 • • • • GENERAL INSTALLATION NOTES
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<br />© ° Provide full mortar head and bed joints.
<br />8RF22-1 B/1 T 8F24-OBl1 T 8F24-1 B/1 T 2
<br />, Shore filled lintels as required.
<br />3. Installation of lintel must comply with the architectural and/or structural drawings.
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<br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
<br />. ° vertical cell reinforcing and grouting.
<br />All 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. 3
<br />° ' . ° , ° ,'° a v s', , _ �', , • d', , ° , ° ;', ; . 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. o
<br />°° °: , : 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete -
<br />' .•° �° •'� °'' ^'' �'- . ° , '' �' masonry units.
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<br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 coo T ~ 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
<br />° . ° '. • '. °°- • : ° • ° a coating of stucco applied in accordance with ASTM C-926 or other approved o FP-1
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<br />' coating. 00 B LL -
<br />12. All lintel dimensions shown are "overall" lintel lengths. O oo
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<br />13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) r 3
<br />° ° ° ° loads shoud be checked for combine loading with the following equation: r
<br />° ° • ' d ° ° ° ° ° ° ° Applied vertical load Applied horizontal load FP-1 To the best of the Engineer's knowledge, information and belief,
<br />s ° s ° s • e ° . s ° s ° e • ° . ° - \�R) the structural plans and specifications contained within these
<br />-f �� . 0 drawings comply with the 2020 Florida Building Code -
<br />�,•° �•° • i r • `•° - U'!'L
<br />Safe Vertical load Safe horizontal load cb Residential 7th Edition. Engineers signature and seal is only for
<br />dcbthe structural engineering portions of the drawing pages bearing
<br />OEngineers signature and seal.
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<br />8F441B/1T8F400B/1T 8RF400B/1T 8F321B/1T 8F32OB/1T 8RF301B/1T 8F28OB/1T 8F281B/1T a S N E o
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<br />LINTEL PLAN NOTES: _ Z ro @a a
<br />STEEL LINTEL �� �� _ � 0
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<br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL o 0 o m o co w
<br />F ~ - Z 113
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<br />INFORMATION ONLY.o
<br />#5 REBAR AT TOP IL Z O U V O
<br />MIN. (1)REQ'D `, 1-112"CLEAR 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE �D
<br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. O
<br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED M
<br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE z o
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<br />�� C.M.U. COORDINATED WITH THE ELEVATION DRAWINGS Q v
<br />4. THE CONTRACTOR IS RESPONSIBLE FOR o o13
<br />CWXw �� i1 COORDINATING THE PROPER LINTEL HEIGHT.
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<br />ova: 5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM �,, "' "' �v N LL
<br />CC ��� DEPTH REQUIRED FOR THE DESIGN LOADS. THE ``' I �_ W
<br />O w cn � ,. 5 REBAR AT BOTTOM U
<br />LL0 = AS INDICATED DEPTH MAY BE INCREASED IF REQUIRED FOR Oin
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<br />PROPER LINTEL HEIGHT,G.C. COORDINATE. N
<br />16 GAUGE POWERS - `°
<br />STEEL BOXED LINTEL C) c
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<br />POWERS STEEL BOXED LINTEL NOTES (ALT.) _ I
<br />ONLY IF NOTED ON LINTEL PLAN POWER STEEL LINTEL IS AN ADEQUATE �' ��' c u, -®
<br />1. Refer to manufacturer's specifications for installation. b O O o Q N o
<br />2. Contractor to provide proper protection of lintel to prevent rusting. SUBSTITUTION ALL LOCATIONS UNLESS r O O O O z
<br />Refer to manufacturer's specifications. o
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<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 - = J <
<br />see lintel plan/details for bottom steel required. O O `r U_ z
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<br />5. A bonding agent must be applied to the Steel Box lintels prior to 1- - - - Q E z o
<br />applying the cementitiuos coating. See contractor specifications E u o ° o
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<br />2" DIA. PIN #3 SHEAR REINFORCING mi
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<br />K.O. BLOCK COURSE �� aw
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<br />GROUT) G MIN. MIN. MIN. F3
<br />(2) #5 REBAR @ BOTTOM MJ
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<br />OF LINTEL CAVITY � 5 03
<br />UNIT 1500 UNIT 1397 UNIT 1397 SYMMETRICAL t N
<br />PRECAST LINTEL UNIT
<br />BY MANUF.
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<br />S25 LINTEL W/ SHEAR REINF. Mco 0
<br />N.T.S. REV 05.02.22 CAB 50 U) Cr
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<br />LINTEL PLAN T
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<br />SCALE:3/16"=1'-O" o
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<br />JOB NO: 22-09484-09479
<br />SCALE : AS NOTED
<br />SHEET NO.
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