|
ALTERNATE POWERS
<br />.:...
<br />aa�
<br />STEEL LINTEL Z M
<br />8F8-1B/1T 8F8-0B/1T
<br />Z
<br />TYPE DESIGNATION Z
<br />® MI REBAR AT TOP
<br />' ' ' �•� ' ''•' ,' „ MIN. 1 REQ'D #5REBARATTOP
<br />F = FILLED WITH O MIN. (1) RECM ° Q 1-1/2"CLEAR QIN
<br />GROUT / U = UNFILLED G C
<br />-LEAR
<br />12"
<br />O O O - O O O O O ;' ; :.': R=RECESSEDo
<br />CL
<br />8RF14-1B/1T 8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T :0, 4-1
<br />© O © O o 0 0 O QTY. R OF #5 Z CZ
<br />REBAR BOTTOM � �° p Q
<br />8F20-1 B/1 T 8F20-0B/1 T OF LINTEL CAVITY G -4—C.M.U. Q p
<br />aW , w ° E E O N�
<br />C.M.U.
<br />pp�� 8F16- B/1T � J ` Ci CDCiN _
<br />'., . • '•, . • y . • • ' .. . '• .. • ' . • '•w ' . • G • GROUT So 1 `� o /6 \ 0
<br />La
<br />QUANTITY OF , d 1 O W F—
<br />' �' , •' O O •'' •'' : , , • tNOMINAL#5 REBAR AT ° 5 REBAR AT o -
<br />WIDTH BOTTOM OF ¢ �'i p p tti E
<br />"�' •;' •:'' 8RF6-0B/1T ,,'" •'"` •"`•• -`•• TOP LINTEL CAVITY g�� 5 REBAR AT BOTTOM =8
<br />N MINA OTTOM REINFORCING
<br />.': • •': �; �; - HEIGHT PROVIDED IN LINTEL �'—` �' Q O M
<br />U-0
<br />7-5/8"ACTUAL (VARIES) U• • • " NOMINAL WID H16 GAUGE POWERS E @ r N'•• ,,-,• ••.�� •-,, STEEL BOXED LINTEL as
<br />— O
<br />POWERS STEEL BOXED LINTEL NOTES (ALT.) O C)
<br />•: Q, : •., , ; ,, , f)c precast lintels = 3500 psi. a
<br />8F20-1B-2T ONLY IF NOTED ON LINTEL PLAN
<br />O O O O • , ` - • . • , ` •, , • , • •, • 2c prestressed lintels = 6000 psi. Qg
<br />§routed per ASTM C476 Fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. Q
<br />8F24-16/1 T 8F24-OB/1T © �;;; Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting.
<br />Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. N . C • a • n • C
<br />O O • • • • • • • = • • • • minimum net area compressive strength =1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. A ,
<br />O. % % Reber per ASTM A615 Grade 60.
<br />' • • • ' ' !' Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required to and
<br />O O O O bottom of all Powers Steel lintels. p 8 D•
<br />7/3 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to
<br />8F32 OB/1 T 8F32 1 B/1 T 7/32 wire per ASTM A510.
<br />,'' • - dlortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications r— 9
<br />' ! GENERAL INSTALLATION NOTES s>ps
<br />V :.': Q Q ; .'; 1. Provide full mortar head and bed joints. r, N
<br />' 8F40 0B/1 T 0• 2. Shore filled lintels as required. c� •:;'�
<br />® O O 3. Installation of lintel must comply with the architectural and/or structural drawings. a
<br />• , , 4. U-Lintels are manufactured with 5 1/2" Tong notches at the ends to accommodate y
<br />• • - • • . ` : , • • , ` 8F44 1 B/1 T vertical cell reinforcing and grouting. i r� Q� LL
<br />' • 5. All lintels meet or exceed U360 vertical deflection, except lintels 17' 4" and
<br />.` ' • • -' • ,•" ' i • ' • longer with a nominal height of 8" meet or exceed U180. a
<br />• " • ` .' . • ' •, • , • " 6. Bottom field added rebar to be located at the bottom of the lintel cavity. W
<br />:.':'. . • . • 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
<br />• •• LINTEL PLAN NOTES: ..'.. g. Cast -in -place concrete may be provided in composite lintel in lieu of concrete � �
<br />• • • '• • • . • • • •' I masonry units. 04 - `� d
<br />,• .,;; � 9. Safe load ratings vale: Miami Dd on ade
<br />al County,
<br />Floridaanalysis sper .03-0 5.0518 an 03-06CI 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION
<br />• � • �, � � . ,• U
<br />10. Product Approvals: Miami Dade County, Flrida Nos.03-0605.05 and 03-0605.04., El El
<br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approvedONLY. coating. To the best of the En meer's know) "
<br />2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE pl edBRRiinfcontiind
<br />belief, the structural plans arH/spL•�ificationscontained
<br />Q Q 12. Lintels loaded simultaneously with veritcat (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: ASSUMED TO BE 16 MINIMUM DEPTH. Code Sth Edition (2014) Residential. Engineer's signature
<br />8F28 1 B/1T Applied vertical load Applied horizontal load and seal is only for the structural engineering portions of
<br />-••• •• O 8F280B/1T 0 • 0 + 3-THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN the drawing pages bearing Engineer's signature and seal.
<br />© 8RF301B/1T Safe vertical load Safe horizontal load _ THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH
<br />THE ELEVATION DRAWINGS #
<br />o 0 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING
<br />8RF40 0B/1T
<br />E PROPER LINTEL HEIGHT. c
<br />® 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH Z N
<br />REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE O
<br />INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. � M o
<br />COORDINATE. O p 4a
<br />O �ZN0�
<br />POWER STEEL LINTEL IS AN ADEQUATE Q �' U- Ln
<br />SUBSTITUTION @ ALL LOCATIONS UNLESS a
<br />NOTED OTHERWISE AT OPENING LOCATION 00
<br />z . "
<br />UJ
<br />o
<br />8'-0" W
<br />LARGE CONCENTRATED T.O.M.
<br />LOAD NEAR SUPPORT(TYP.)
<br />40" BEYOND POI T
<br />LINTEL COURSE tOAD MINIMUM
<br />W/(1) #5 REBAR
<br />4"
<br />a.o
<br />` W W m z
<br />5 �� �ii
<br />�zzZ D1"ate
<br />q Z�
<br />J J Z Z
<br />wi
<br />#3 STIRRUP
<br />HV 8 �".
<br />@ 8 O,C, O PRECAST g c Z
<br />PRECAST LINTEL
<br />LINTEL O O
<br />O Ln
<br />PRECAST LINTEL MIN. Ln
<br />HIGH SHEAR CONDITION/006 ..
<br />SCALE: 1/2" = V-0" 3
<br />egg
<br />-tea Z Q_�
<br />TOP OF COL 10'-4" Z a' ! � r-
<br />6 0 (F & G ONLY) J Z ~ W S
<br />L1 00 U$ 8
<br />CDcV 'o Z
<br />O cM LU
<br />Z " . .. F-
<br />MIN. O MIN. E Z o :5Z
<br />O
<br />!•-I J
<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: 17-3664
<br />SHEET NO.
<br />L1
<br />
|