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<br />` • • • • • ` . ` . ` " + . ` . NOMIN OTTOM REINFORCING 4 4 = a Q MIN. (1) REQ'D j F—
<br />• • • • •'+ © • .. . • • .., ° • HEIGHT PROVIDED IN LINTEL �—` m
<br />• , ; •, ; •, : ', ; - 7-5/8"ACTUAL (VARIES) ~ O Q W c ca cc',
<br />•.` ♦.` '� +,` +,` .,• ♦,` 8'NOMINALWIDTH E N -C M
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<br />O O ; • ; , - T S POWERS STEEL BOXED LINTEL NOTES (ALT.) a`oi t° a rn
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<br />• 0' 8F20-1 B-2T ?c precast lintels = 3500 psi. ONLY IF NOTED ON LINTEL PLAN LINTEL PLAN NOTES: o v o
<br />O O O O • ' • ' ` . • Pc prestressed lintels = 6000 psi. Q CD Q ri
<br />grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation.
<br />8F24-1B/1T 8F24-0B/1T © •'�; e;, s•'�; ;•�'�; ;,��;'�;' Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION
<br />Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. "' ° a ° °
<br />O / e ♦ + : ; • :,: minimum net area compressive strength =1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. ONLY. A
<br />�j ♦ - 0- : • ; ♦ , • 6tebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required top and
<br />O o O o A. •:; Prestressing strand per ASTM A416 grade bottom of all Powers steel lintels. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE B D®
<br />2.70 low relaxation.
<br />8F32 1 B/1 T - .' � - ,5. A bonding agent must be applied to the Steel Box lintels prior to
<br />8F32OB/1T 7/32wire erASTMA510. ASSUMED TO BE 16 MINIMUM DEPTH.
<br />• • p applying the cementitiuos coating. See contractor specifications SZ�°3 t+fie P �' €fir
<br />Mortar per ASTM C270 type M or S.
<br />3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN .0
<br />• ': , :.•. O o = GENERAL INSTALLATION NOTES THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH Z jam, t N
<br />♦ + 1. Provide full mortar head and bed joints.
<br />• , • , • $F40 OB/1 T • 0' Shore filled lintels as required. Z �, * U-
<br />2. THE ELEVATION DRAWINGS °' 4 "
<br />O O 3. Installation of lintel must comply with the architectural and/or structural drawings. a` n ;y N t a w
<br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
<br />• •' ` •' .•• ,' s• . ` �/ 8F44 1 B/1 T vertical cell reinforcing and grouting. �Q';'n Q
<br />..': •, ; , , ; .: 5. All lintels meet or exceed U360 vertical deflection, except lintels 1T-4' and Q
<br />THE PROPER LINTEL HEIGHT. '�:K;
<br />` longer with a nominal height of 8" meet or exceed U180. �"
<br />° ® 6. Bottom field added rebartobelocated atthe bottom ofthe lintel cavity. 5-LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH ,
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<br />' ' • : •• - •' 7. 7/32"diameter wire stirrups are welded to the bottom steel for mechanical anchorage. �` �, B N .� f ° L � � o (t,
<br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BEIL W . cq
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<br />° °•• 9. Safe load ratings based on rational design analysis per AC1318and AC1530 INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. ss,���
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<br />♦ �, 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04.
<br />• �;Z 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. belief, the structural plans and specifications contained
<br />• ° Q 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) within these drawings comply with the Florida Building
<br />• : loads shOUd be checked for Combine loading with the following equation: Code 5th Edition (2014) Residential. Engineer's signature
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<br />c Applied horizontal thefollowin d q POWER STEEL LINTEL IS AN ADEQUATE and seal is only for the structural engineering portions of
<br />8F28 OB/1 T ° ° + the drawing pages bearing Engineer's signature and seal.
<br />O 8RF301B/1T Safe vertical load Safe horizontal load < 1.0 SUBSTITUTION a" ALL LOCATIONS UNLESS
<br />© NOTED OTHERWISE AT OPENING LOCATION
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<br />MIN. MIN . SCALE : AS NOTED
<br />MIN. PLOT DATE : 12/7/2012
<br />TECH: MJAMES
<br />OVERSION NO.
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<br />1122
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<br />JOB N0. 17 2861
<br />LINTEL PLAN F& G LINTEL PLAN D SHEET NO.
<br />f „_ , „ LINTEL PLAN A, B & C
<br />SCALE: %4'=1'-0" SCALE../4 -0 L 1
<br />SCALE: %4'=1'-0"
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