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<br />TYPE DESIGNATION #SREBARATTOP Z
<br />O ® �• #5 REBAR AT TOP 0
<br />:0, , ♦ : O, • • • F = FILLED WITH () O Q 1-1/2" CLEAR Q
<br />• - MIN.(1)REQ'D MIN. 1 RE D
<br />O O O O O O O O ' I• GROUT / U= UNFILLED a -112"
<br />8RF14-1B/1T 8RF14-0B/1T 8F16-1B/1T 8F16-06/1T :O,• • • R = RECESSED ILEAR "
<br />O O O O Qn'• OF #5 � _
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<br />OF LINTEL CAVITY °
<br />8F20-1 B/1 T 8F20 OB/1 T � aC.M.U. � a � N UI
<br />G ¢ = a Q C.M.U. MIN . 0 Q)
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<br />,, , , . . ,, • ,, , h ° GROUT
<br />• , ` ,,` ' • . • • . `: " • , ` : �NOMIN QUANTITY OF • 5 REBAR AT 8 ai 4 Jr^, \ O U E
<br />O O #5 REBAR AT ° BOTTOM OF c`i Fd D D (� o
<br />8RF6-OB/1T WIDTH #5 REBAR AT • : :' ' .' , 0 4 Q 0 �% Q MIN, (1) REQ'D BOTTOM N f`
<br />•, . TOP LINTEL CAVITY
<br />•. •. •, •, •. . •. NOMINA
<br />• "; ; , �; © —BOTTOM REINFORCING �{
<br />�' . • ,• . •. HEIGHT PROVIDED IN LINTEL `—` Q ` V U m
<br />• ' , ," ; : , ; ; ;' ; ; • 7-5/8"ACTUAL (VARIES) _cn
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<br />MINAL WIDTH
<br />♦•� '• 16 GAUGE POWERS tD N
<br />.O• ,• STEEL BOXED LINTEL —_ O
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<br />O O ; POWERS STEEL BOXED LINTEL NOTES (ALT.)
<br />O •' . •' "• .. Ifc precast lintels = 3500 psi.
<br />8F20-18-2T ; , •; , ; , ; ,,• ; 2c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN LINTEL PLAN NOTES: Q ° `� a o
<br />O O O O §routed per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. —
<br />8F24-1B/1T 8F24-0B/1T © " "=77 Co cretemasonryunitseand8"to 11" erASslump. 2. Contractor to provide proper protection of lintel to prevent rusting. 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION
<br />' , • ' • • •. Concrete mason units CMU r ASTM C90 w/---
<br />Refer
<br />masonry ( ) � to manufacturer's specifications.
<br />O O • • • .•;;' • ♦- •; • • minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. ONLY. �!
<br />,: ' •• 6tebar per ASTM A615 Grade 60.
<br />,' Q' . ,; . •" , 4. Lintel depth to match recast depth. One #5 Bar required top and
<br />0 0 0 0 ' '' • ;'.., , Prestressing strand per ASTM A416 grade bottom of all Powers Steel lintelsp 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE B D.
<br />' ' 230 low relaxation. u !
<br />8F32 OB/1 T 8F32 1 B/1 T 5. A bonding agent must be applied to the Steel Box lintels prior to
<br />7/32 wire per ASTM A510. applying the cementitiuos coating. See contractor specifications ASSUMED TO B E 16 MINIMUM DEPTH. ti, , I ,
<br />., Mortar per ASTM C270 type M or S. — �
<br />'; o; , b;; •, �;; ® ® 3- THE NUMBER OF COURSES OF MASONRY `� �''
<br />GENERAL INSTALLATION NOTES SO Y REQUIRED BETWEEN 4 `r >~ F•• N 6,�'
<br />• o o - THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH Z
<br />•: •, , •- .., ♦ •, • ♦ • 1. Provide full mortar head and bed joints. Z
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<br />. , :; . ; , , • ,, , ; : , • 8F40 OB/1 T Q' 2. Shore filled lintels as required.
<br />• ' , o 0 3. Installation of lintel must comply with the architectural and/or structural drawings. THE ELEVATION DRAWINGS
<br />® 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate A L� a e w •" u'
<br />8F44 1B/1T vertical cell reinforcing and grouting. - 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING - � < `'` .�O-Z
<br />,'; ; •'; 5, All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and
<br />• ® longer with a nominal height of 8" meet or exceed L11 80.
<br />THE PROPER LINTEL HEIGHT. Z •• © .
<br />:• •' 6. Bottom field added rebartobelocated atthe bottom ofthe liintelcavity. 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH •, = `` ' m
<br />:.':', • ,' 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
<br />••' ''• •' g, Cast -in -place concrete may be provided in composite lintel in lieu of concrete REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE
<br />` •• - • . ` - ' ' • ` ;' masonry units. - f/f• ,
<br />9. Safe load ratings based on rational design analysis per AC1318and AC1530 INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C.
<br />;; • r �, �, _ � ; ; , � ;; 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04.
<br />' 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have COORDINATE.
<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.
<br />• '' • O 01
<br />12. Lintels loaded simultaneously with verttcal (gravity and uplift) and horizontal (lateral) belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />•.' • O ' " O loads shoud be checked for combine loading with the following equation: POWER STEEL LINTEL I S AN ADEQUATE Code al Edition f r the Residential. Engineer's signature
<br />. ; • 8F28 1 B/1 T , Applied vertical load Applied horizontal load and seal is only for the structural engineering portions of
<br />• ` 8F28 OB/1 T O O the drawing pages bearing Engineer's signature and seal.
<br />SO O 8RF3016/1T Safe vertical load '}Safehorizontalload < 1.0 SUBSTITUTION a" ALL LOCATIONS UNLESS
<br />NOTED OTHERWISE AT OPENING LOCATION
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<br />PLOT DATE : 12/7/2012
<br />TECH: MJAMES
<br />O VERSION NO.
<br />O O E E
<br />1122
<br />O O
<br />J06 No: 17-4137
<br />LINTEL PLAN F& G LINTEL PLAN D SHEET NO.
<br />LINTEL PLAN A, B & C
<br />SCALE: Y4"=1'-0" SCALE: Y4'=1'-0" L 1
<br />SCALE: Ya"=1'-0"
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