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• ° i. GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS . °•o °•o �, . ° °� • • • • ° ' ` ° ' CZ) APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY STEEL LINTEL O E F z Cl) 8F8-1B/1T 8F8-OB/1T O -- I . t ° Z CD O AO �:•� ' ` ` TYPE DESIGNATION #5REBARATTOP o Z i #5 REBAR AT TOP IN. (1) REaD Q 1-1/2" CLEAR J I • • • • F =FILLED WITH MIN. (1) REQ'D I GROUT / U = UNFILLED a 1/2" I 8RF14-1B/1T 8RF14-0B/1T CLEAR R = RECESSED O QTY. OF #5 REBAR @BOTTOM D coZ OF LINTEL CAVITY = Q M.U. a ``_^^ Q w as a W C.M.U. Q� V 8F 16— B/1 T a a a m a- o_ s \w M ° r ° r N Zda GROUTw o // \ •°• tNOMINALQUANTITY OF 5 REBAR AT o 0 a \ - •O w E I ' ° • WIDTH #5 REBAR AT a BOTTOM OF o w o D 5 REBAR AT BOTTOM O -------------------------------a TOP LINTEL CAVITY 8F16-0B/1T 8F16-1B/1T NOMINAL ° a a z _ d AS INDICATED Vi o 0 $F20-OB/1 T 8F20-1 B/1 T orroM V)� o o a o O CO l` O O O O HEIGHT REINFORCING —~ Q CO N 7-5/8"ACTUAL PROVIDED IN W C M Cl) 8" NOMINAL WIDTH LINTEL 16 GAUGE POWERS t— Ep N ;o M •v ., • • , CJ a i • ; i (VARIES) STEEL BOXED LINTEL T— U � O MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.} U � Y 1. f c precast lintels = 3500 psi. C Y 5 o 0 • °." 2. f c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN U) 0 - 3. routed per ASTM C476 F = 3000 psi wJ ¢� Sao P 9 9 P installation. 8R 6°0B 1T 1. Refer to manufacturer's specifications for insta atio \ , ; , . \ , ; 4. maximum 3/8 aggregate and 8 to 11 slump. 2. Contractor to provide proper protection of lintel to prevent rusting. L 5. Concrete masonry units (CMU) per ASTM C90 w/ N • C B ➢ C minimum net area compressive strength = 1900 psi. Refer to manufacturer's specifications. O < ° 6. minim per ASTM A615 Grade e s 3. If lintel is scratched or damaged refer to Powers Steel for repair. A 1 Tue°''\°`° 4. Lintel depth to match precast depth. One #5 Bar required at top® Prestressing strand per ASTM A416 grade ®see lintel plan/details for bottom steel required.7. 270 low relaxation. ° ` ' . • ° . ° 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to • '° • • • ; • > ° . applying the cementitiuos coating. See contractor specifications r S ci 8. Mortar per ASTM C270 type M or S. r"' 8F20-16-2T • 0 K + • • • • GENERAL INSTALLATION NOTES F JIG N w 1. Provide full mortar head and bed joints. n �'J o �1 ° .. O 8RF22-1B/1T 8F24-0B/1T 8F24-1B/1T ) �1 iz 's. ° 2. Shore filled lintels as required. Z V J = LL o p}�y _ • , , , ° \ , ° , \ ° O O O 3. Installation of lintel must comply with the architectural and/or structural drawings. Q ? 0 M R 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate r� • vertical cell reinforcing and grouting. a>'.=" �� 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. m ., 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 4S E qq 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. Z o� —,� 8, Cast -in -place concrete may be provided in composite lintel in lieu of concrete W�'ie (I I«i� o ° masonry units. „ .Z O \ ° ° \ ° ' ` ° ° \ ° 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530E— ° 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. El ° \ ° 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 approved To the best of the Engineer's knowledge, information, and coating, belief, the structural plans and specifications contained All lintel dimensions shown are "overall" lintel lengths. LINTEL PLAN NOTES: within these drawings comply with the Florida Building 12' Code 5th Edition (20 ) 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 14 Residential. Engineer's signature • and seal is only for the structural engineering portions of ° loads shoudbechecked for combine loading with the following equation: 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. the drawing pages bearing Engineer's signature and seal. Applied vertical load Applied horizontal load Safe vertical load +Safehorizontalload <1,Q 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE er ` ASSUMED TO BE 16" MINIMUM DEPTH. •' ° ` •` :� 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE O • • • • • • • • • • • ° • • ``` • • • LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH 0 8F44 1B/1T 81740 06/1T 8RF40 OB11T 8F32 1B/1T 8F32 OB/1T 8RF30 1B/1T 81`28 OB/1T 81=28 1B/1T 0! (0)© ® 0 ® 0 0 � THE ELEVATION DRAWINGS z0 � � 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. j M o 5-LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED 0 uJ O FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED Z 0 a :a d- FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. a o Ln QL Q LL' /\ Cie Z E ..q 00 POWER STEEL LINTEL IS AN ADEQUATE z .� SUBSTITUTION @ ALL LOCATIONS UNLESS W J NOTED OTHERWISE AT OPENING LOCATION O O Z ZLLR m �W F-5ina0 O o 0 Z Q U a _ Z W H Z M1&: W-1 ono Wo U�apZ@ L MIN. V_ ce J 0 5 D1 N � Q lC J I— �t WOa -2 V; �.e ce LL �J aZQ0 Ua0 ce Z Z :D W S CY Z N Qia80 W Z �g9L. u�Wou_Z< �aLLo O rl _! Ln Qi UJ IiL — o LL W a U_ z .. .. I— O MIN, > Z Z z g _J O MIN. F SCALE : AS NOTED O PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO, 5oll JOB NO: 17-4139 LINTEL PLAN SHEET NO. SCALE: %4'=1'-0" L 1