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<br />O O WIDTH #5 REBAR AT < O BOTTOM OF ¢ 0 � o D � 0
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<br />°' °• •,, L °' °.' ,' •°o HEIGHT PROVIDED IN LINTEL m¢. � Q V U M
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<br />16 GAUGE POWERS V —
<br />0, STEEL BOXED LINTEL wig 15 6 ��
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<br />O O ° • ' ° ' MAT RIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) Y
<br />O' 8F20-1 B-2T ° ° , ° ° 8c precast lintels = 3500 psi. C � Q o
<br />ONLY IF NOTED ON LINTEL PLAN LINTEL PLAN NOTES: 0 `n C �_
<br />' - • , ° • - • , ` , ° , ° • . • e' • Qc prestressed lintels = 6000 psi. o � Q o O O O ° D §routed per ASTM C476 f'g = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. d
<br />8F24-1 B/1T 8F24-OB/1T © ° '' 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 />° ° a ° Eoncrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. ' N c a . D . C
<br />minimum net area compressive strength = 1900 psi.
<br />6tebar per ASTM A615 Grade 60. 3. If lintel is scratched or damaged refer to Powers Steel for repair. ONLY. ��
<br />O O O O Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required top and 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE s
<br />bottom of all Powers Steel lintels.
<br />D.
<br />270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to
<br />8F320B/1T 8F321B/1T 7/32 wire per ASTM A51 0. ASSUMED TO BE 16" MINIMUM DEPTH. ,�
<br />applying the cementitiuos coating. See contractor specifications °,,. e N
<br />a ® O 8�lortarper ASTM C270 type M or S. ,,zdiQif�'�B co
<br />3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN °�'A� f`VF N
<br />O O GENERAL INSTALLATION NOTES THE LINTEL &THE BOND BEAM SHOULD "
<br />,. Provide full mortar head and bed joints. OULD BE COORDINATED WITH :�,� �g.. oii
<br />` 8F40 0B/1 T O 2. Shore filled lintels as required. — • -
<br />:•e -.,': =°.°". -•,�"• THE ELEVATION DRAWINGS arm 4�.
<br />° © p p 3. Installation of lintel must comply with the architectural and/or structural drawings. , N �0 +� s
<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 />,' ° , ` • , ° ° ,' 8F44 1 B/1 T vertical cell reinforcing and grouting.
<br />5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and THE PROPER LINTEL HEIGHT. ID
<br />longer with a nominal height of 8" meet or exceed L/180. o
<br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH
<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 REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE
<br />a masonry units. •�y«e�° ,�, ¢,
<br />9, Safe load ratings based on rational design analysis per AC1318and AC1530 INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C.
<br />10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. �����.��'� �= e�C?\\ ❑
<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' `fe ge, information, and
<br />Coating. belief, the structural plans and specifications contained
<br />within these drawings comply with the Florida Building
<br />O O 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral)
<br />O p e':'E loads shoud be checked for combine loading with the following equation: POWER STEEL LINTEL I S AN ADEQUATE Code Sth Edition (2014) Residential. Engineer's signature
<br />a • 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 />_
<br />' O O 8RF30 1 B/1 T Safe vertical load +Safe horizontal load ` 1.0 SUBSTITUTION @ ALL LOCATIONS UNLESS
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<br />NOTED OTHERWISE AT OPENING LOCATION
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<br />81
<br />PLOT DATE : 12/7/2012
<br />TECH: MJAM ES
<br />OVERSION NO.
<br />O O
<br />O O
<br />1122
<br />Job No: 17-5171
<br />LINTEL PLAN F& G LINTEL PLAN D SHEET NO.
<br />. „ ,„ ,,_, LINTEL PLAN A,B & C
<br />SCALE. /4 =1 -0 SCALE.. X -0„ L 1
<br />SCALE: X"=1'-0"
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