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<br />- - - - - - - - -; p GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS OPENING PRESSURES DISCLAIMER o 0
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<br />APPROVED LINTEL MANUFACTURERSt CASTE-CRETE, ENCLOSED - EXPOSURE "C" M rn vi
<br />o 0 o O QUALITY STEEL LINTEL IT IS THE CONTRACTOR/SUB-CONTRACTORS RESPONSIBILITY TO REVIEW ALL N J N .o .
<br />8F8-1B/1T 8F8 OB/1T O +29.7 / -37.2 © +29.7 / -39.6 INFORMATION CONTAINED HEREIN PRIOR TO COMMENCEMENT OF ` � „
<br />® . CONSTRUCTION. B&A DESIGN STUDIO, INC. & FLORIDA DESIGN SOLUTIONS INC. o
<br />:•� ' TYPE DESIGNATION #5REBARATTOP #5REBARATTOP o © O IS NOT RESPONSIBLE FOR ANY MISINTERPRETATIONS, ERRORS, OMISSIONS OR c
<br />MIN. (1) REQ'D MIN. (1) REQ'D +28.4 / -30.9 D +28.4 / -37.0 r` o
<br />F =FILLED WITH Q 1-1I2" CLEAR ~ Q �(
<br />_1,�, CUSTOM CHANGES MISSED AND NOT REPORTED TO B&A DESIGN STUDIO, INC. &
<br />8RF14-1 B/1T 8RF14-0B/1T RR RECESSED FILLED d CLEAR O +26.6 / -29.1 O +26.6 / -33.5 FLORIDA DESIGN SOLUTIONS INC. PRIOR TO CONSTRUCTION. �. � "- `
<br />: a © O QTY. OF #5 ° NO EXCEPTIONS. Q
<br />• REBAR @ BOTTOM ° C> (�
<br />° © SEE SN SHT. HO SEE SN SHT.
<br />OF LINTEL CAVITY = dUJ
<br />'•• w ° li C.M.U. MPH
<br />° ��� 140
<br />B/1 T CD it �o�� t �l - NOTE: WIND SPEED INDICATED ABOVE j
<br />In O °d GROUT =""11w , "ULTIMATE"
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<br />° aM3Z �, /� /� IS AN ULTIMATE WIND SPEED. THE
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<br />UD- o". NOMINALQUANTITY OF ° 5REBARAT o�WIND PRESSURES LISTED ABOVE ARE
<br />#5 REBAR AT ° BOTTOM OF Q o (o v D
<br />o o o o 0 0 o O WIDTH O o w Z 5 REBAR AT BOTTOM ALLOWABLE PRESSURES
<br />TOP LINTEL CAVITY Z W Z ( }i
<br />o = AS INDICATED
<br />8F20-OB/1T 8F20-16/1T orroM � oo n b
<br />I 6'-6 1 /2" d� 9
<br />8F16-OB/1T 8F16-1 B/1T NOMINAL a ¢ - Q
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<br />L--------------- J O © O O HEIGHT PROVIDED REINFORCING V D E D IN
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<br />7 5/8 ACTUAL w ! t -.___ 1
<br />8 NOMINAL WIDTH (VARIES)
<br />RI ) STEEL BOXED LINTEL 1
<br />LINTEL I
<br />VA ES 16 GAUGE POWERS
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<br />MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.)
<br />„ _ I 1. fc precast lintels - 3500 psi. ( - i
<br />• ' • ' ONLY IF NOTED ON LINTEL PLAN I
<br />O O 2, fc prestressed lintels = 6000 psi
<br />3. grouted per ASTM C476 fg = 3000 psi w/ 1 . Refer to manufacturer's s ecifications for installation. a I t I 1
<br />8RF6-0B/1T „•' 2 p
<br />4. maximum 3/8" aggregate and 8" to 11" slump. . Contractor to provide proper protection of lintel to prevent rusting. I 1 r iI
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<br />•,'- ,• ; 5. Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. ,, p"' i €� � � � ! � �•r.�---�s l I I •,
<br />© ; minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair.
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<br />6. Rebar er ASTM A615 Grade 60. p 4. Lintel depth to match precast depth. One #5 Bar required at topPrestressing strand per ASTM A416 grade see lintel plan/details for bottom steel required. 7. 270 low relaxation. i ( • ^
<br />5. A bondingagent must be applied to the Steel Box lintels prior to
<br />' 32 wire per ASTM A5 0 . • P 1 he cementitiuos coati See contractor specifications
<br />Q O O ... 8. Mortar er ASTM C270 type M or S. applying coating. S spe
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<br />8F20-1 B-2T O O.".,.,_.m•. „ a�\
<br />GENERAL INSTALLATION NOTES
<br />Provide full mortar head and bed joints.
<br />8RF22-1B/1T 8F24-0B11T 8F24-1B/1T 1. 1 js I
<br />2, Shore filled lintels as required. m , t
<br />O O O 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 L/360 vertical deflection, except lintels 17'-4" and B [[ '
<br />O • 5 longer with a nominal height of 8" meet or exceed U180.p
<br />' ' , • 60
<br />6. Bottom field added rebar to be located at the bottom ofthe lintel cavity.~ s
<br />' . • • , ., • , •` ' • p 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. I ( O €
<br />8. Cast in place concrete may be provided in composite lintel in lieu of concrete ? 1 1 E 111
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<br />. • ,• ' masonry units.
<br />• ' • ' - ' • ' - ; ' • ' - ' ' , • 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
<br />Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04.
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<br />• - 11 The exterior surface lintels installed in exterior concrete mason was shall have ? = o S
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<br />10.
<br />ri of I i masonry II h I E � � ,, �
<br />`' '. ' '; ' . • ' . ' . a coating of stucco applied in accordance with ASTM C-926 or other approved D °
<br />coating. O
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<br />. , . . , • , 12. All lintel dimensions shown are "overall" lintel lengths. w u
<br />13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) E I ! _ w uy n� `„ 'j t4
<br />' ', ' • ' loads shoud be checked for combine loading with the following equation: O o F ° "I
<br />' . •I , •, ' , • ' . • Applied vertical load Applied horizontal load E I ; y w rn g, I N ¢= q �'- • L l
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<br />• , �, Safe vertical load +Safe horizontal load , O ! 9
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<br />LINTEL PLAN NOTES:
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<br />1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION
<br />ONLY.
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<br />I r i 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE
<br />i I ASSUMED TO BE 16" MINIMUM DEPTH.
<br />- 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN
<br />THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH
<br />cO THE ELEVATION DRAWINGS C)
<br />w 14- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING w title:
<br />THE PROPER LINTEL HEIGHT. LINTEL PLAN W/ LANAI
<br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH z
<br />-
<br />3 REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE
<br />a' s I Ir 3
<br />INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT G.C. project no. 2017447
<br />iP 11
<br />6'-7" 9 3 3'-6" 5'-2 1 /8"
<br />..�__.�-..._O ' s � i 9 � � ! COORDINATE.
<br />w checked: AB/MC
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<br />m drawn:
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<br />POWER STEEL LINTEL IS AN ADEQUATE date:if
<br />07-27-17
<br />SUBSTITUTION @ ALL LOCATIONS UNLESS scale: AS SHOWN
<br />vi
<br />NOTED OTHERWISE AT OPENING LOCATION
<br />SECOND FLOOR PLAN FIRST FLOOR PLAN
<br />3/16"= 11-0" LINTEL & COMPONENT DESIGN PRESSURE PLAN 1/4"= 1'-0" a
<br />S4m 1
<br />The structural design of this building is in accordance with the FLORIDA BUILDING CODE 5TH EDITION (2014) RESIDENTIAL and is certified as such.
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