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• :i.'• �' '" GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS
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<br />• • • • • ' ° ' ° APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY STEEL LINTEL F E F z c
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<br />' F = FILLED WITH MIN. (1) REQ'D MIN. (1) REQ'D a 1-1/2" CLEAR Q
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<br />• • • • • • • ° • WIDTH #5 REBAR AT O o w �, 5 REBAR AT BOTTOM vi n�
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<br />8F20-OB/1T 8F20-1B/1T 8F16-OB/1T 8F16-1BMT NOMINAL -BOTTOM � ¢Op QL � Q AS INDICATED F- O O
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<br />8" NOMINAL WIDTH LINTEL 16 GAUGE POWERS F— E C co
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<br />° ° MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) U 4) (1) ao
<br />1. f'c precast lintels = 3500 psi. x 4
<br />• • ' ` ° ' • ' ` • ' ` ° ° 2. fc prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN Q 0
<br />Cn 8RF6-0B/1 T ° . . ;' , 3. grouted per ASTM C476 fg = 3000 psi wl 1. Refer to manufacturer's specifications for installation.
<br />° , ; . r .. • • s , 4. maximum 3/8" aggregate and 8" to 11" slump. c
<br />5. Concrete mason units CMU r ASTM C90 wl 2. Contractor to provide proper protection of lintel to prevent rusting.
<br />masonry ( ) Refer to manufacturer's specifications.
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<br />© ° minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. A ,
<br />; . ° , 6. Rebar per ASTM A615 Grade 60. D r ek
<br />Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required at top ® �•. o��f
<br />•', 7. 270 low relaxation. see lintel plan/details for bottom steel required. ;•.
<br />5. A bonding agent must be applied to the Steel Box lintels prior to
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<br />7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S.applying the cementitiuos coating. See contractor specifications8F20-1B-2T • �_z ,00
<br />;*',' •• • • • • GENERAL INSTALLATION NOTES F �7 In NtW �` d- °""..
<br />'If,- ° ` K 1. Provide full mortar head and bed joints. O Z 2 M �^,
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<br />.' ; • 2. Shore filled lintels as required. W N,� .� 2:
<br />°°' •. 0 0 0 3. PY g LINTEL PLAN NOTES: = m... _ �;
<br />Installation of lintel must comply with the architectural and/or structural drawings. v, cn
<br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate W CAL
<br />vertical cell reinforcing andgrouting.W Q a yyy , e
<br />0'., 5, All lintels meet or exceed360verticaldeflection,exceptlintelsl7'4"and 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. Z �,�:�� ¢"" �!
<br />• ° ; ° longer with a nominal height of 8" meet or exceed L/180. A *T'4 <.
<br />6. Bottom field added rebarto be located at the bottom of the lintel cavity. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE Z tn` c'
<br />•, r , •, . , ° , , ° , . ° ; .. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. rr Q r
<br />'° Cast -in -place concrete provided composite lintel in lieu of ASSUMED TO BE 16 MINIMUM DEPTH. W N ,� 8. p ace co c ete may be pro de po to / 6 z`
<br />masonry units. O U m F-
<br />g. Safe load ratings based on rational design analysis per AC1318and AC1530 3-THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE
<br />° •:'r : ° : 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. LINTEL &THE BOND BEAM SHOULD BE COORDINATED WITH
<br />11, The exterior surface of lintels installed in exterior concrete masonry walls shall have
<br />'`° ° - • v , a ° ° , r' • , , ° °,, ° e ° To the best of the Engineer's knowledge, information, and
<br />• ° a coating of stucco applied in accordance with ASTM C-926 or other approved THE ELEVATION DRAWINGS
<br />Coating. belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />12. All lintel dimensions shown are "overall" lintel lengths. 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER Code Sth Edition (2014) Residential. Engineer's signature
<br />° °-A;":13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) LINTEL HEIGHT. and seal is only for the structural engineering portions of
<br />'°' •' ' -. ° ° ° ' �° '. ° •' �v '. ° ° ' �° the drawing pages bearing Engineer's signature and seal.
<br />• loads shoud be checked for combine loading with the following equation:
<br />• : • : Applied vertical load Applied horizontal load 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED
<br />°` Safe verticalioad Safe horizontal load ,Q FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED i
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<br />�.'• ,�.' '.'° ` �i' O FOR PROPER LINTEL HEIGHT,G.C. COORDINATE.
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<br />PLOT DATE : 12/7/2012
<br />TECH: AQUINONEZ
<br />VERSION NO.
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<br />JOB NO: 17-1397
<br />LINTEL PLAN SHEET NO.
<br />SCALE: Y4"=1'-O" L 1
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