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<br />O°J O O O -'�`Tm< STEEL LINTEL o
<br />8F8-18/1T 8F8-0B/1T z
<br />TYPE DESIGNATION z
<br />#5 REBAR AT TOP #5 REBAR AT TOP
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<br />A MIN. (1) REQ'D
<br />MIN. 1 REQ'D
<br />F -FILLED WITH () Q 1-1/2"CLEAR Q
<br />O O O O O O 090 GROUT / U= UNFILLED 4
<br />R = RECESSED CLEAR o
<br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T �•� 0
<br />© O O O O O REBAR @ BOTTOM > G
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<br />8F20-1B/1T 8F20-0B/1T OF LINTEL CAVITY = M.u. p I� Z
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<br />tNOMINAL.QUANTITY OF a o �, ` `- LU O O ' #5 REBAR AT 5 REBAR AT '
<br />WIDTH BOTTOM OF a uj a D D O 12f E
<br />8RF6-OB/1 T TOP LINTEL CAVITY z fr z #5 REBAR AT BOTTOM V% N M
<br />`,` `,• `,� •,• •,� `,' `,� NOMINAL-¢ = Q Q MIN.(1)REQ'D o
<br />BOTTOM REINFORCING 0
<br />HEIGHT PROVIDED IN LINTEL LL C Q F I— m 04
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<br />7-5/8"ACTUAL (VARIES) E
<br />�,• ,,•" •,' �,• ,',• ,,• •0,' 8" NOMINAL WIDTH O LU C n3 cO
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<br />STEEL BOXED LINTEL ,o N
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<br />TRIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) O U N 'o m
<br />O' 8F20-1 B-2T fc precast lintels = 3500 psi.
<br />Pc prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN o "' a
<br />grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. Q rn rn: Q o
<br />8F24-1 B/1 T 8F24-0B/1 T Q Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting.
<br />• • ,' • ,' • ,' Soncrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturers specifications. N c B o
<br />O O ' minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. A
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<br />O• ° °' 6tebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required top and
<br />O , O O O ' ' • ' '' Prestressing strand per ASTM A416 grade bottom of all Powers Steel lintels. RUG ,
<br />270 low relaxation.
<br />8F32 0B/1 T 8F32 1 B/1 T 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to
<br />• ,' • ,' ® Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications94
<br />GENERAL INSTALLATION NOTES c ,� � '
<br />a , 1. Provide full mortar head and bed joints. N - cy Z J. o e
<br />8F40 OB/1T � f
<br />O. ° 2. Shore filled lintels as required. W d r,-�; u
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<br />3, Installation of lintel must comply with the architectural and/or structural drawings. �.A.
<br />O ° 4 U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate y w N
<br />• , ` 8F44 1 B/1 T vertical cell reinforcing and grouting. '.r � a,'� `o �`� �
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<br />• ° . 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and rn rn w , t 0
<br />® longer with a nominal height of 8" meet or exceed U180. 43
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<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.
<br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete LINTEL PLAN NOTES:
<br />masonry units. LL UA 119��t C-, 3 S\ 0 f
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<br />r • , ` 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 �p
<br />10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION �'`' ID
<br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have
<br />ONLY.
<br />a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and
<br />coating. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE belief, the structural plans and specifications contained
<br />O O 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) O II within these drawings comply with the Florida Building
<br />loads shoud be checked for combine loading with the following equation: ASSUMED TO BE 16 MINIMUM DEPTH. Code Sth Edition (2014) Residential. Engineers signature
<br />8F28 1 B/1 T 8F28 OB/O '' , Applied vertical load Applied horizontal load and seal is only for the structural engineering portions of
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<br />8RF30 1 B/1 T Safe vertical load Safe horizontal load � � O
<br />- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN the drawing pages bearing Engineer's signature and seal.
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<br />O THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH
<br />© THE ELEVATION DRAWINGS #
<br />0 0 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
<br />8RF40 0B/1T THE PROPER LINTEL HEIGHT. o
<br />® 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH Z o
<br />REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE 0 (V N
<br />INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. j � o
<br />COORDINATE. O p 4 M
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<br />POWER STEEL LINTEL IS AN ADEQUATE < �' u'
<br />SUBSTITUTION @ ALL LOCATIONS UNLESS Icy- aCn
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<br />NOTED OTHERWISE AT OPENING LOCATION z 3i E `I
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<br />LARGE CONCENTRATED
<br />LOAD NEAR SUPPORT(TYP.)
<br />40" BEYOND POINT
<br />LINTEL COURSE OAD MI IMUM
<br />W/(1) #5 REBAR
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<br />@ 8" O,C, HV � PRECAST d' U=OSWN
<br />PRECAST LINTEL ~ W W °
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<br />PRECAST LINTEL MIN.
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<br />HIGH SHEAR CONDITION s ° °' .. W
<br />SCALE: 1/2" = 1'-0" uj W z Y W
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<br />SCALE: AS NOTED
<br />LINTELPLAN PLOT DATE : 12/7/2012
<br />TECH: MJAMES
<br />SCALE: Ya'"=1'-0" VERSION NO.
<br />1525
<br />JOB NO: 17-5172
<br />SHEET NO.
<br />L 1
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