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• ''�`" "''� °:1�.�. GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS - U-1 • • • °'t ° .' APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY STEEL LINTEL F F E F z M I O — o O O Z N I 8F8 1 B/1T 8F8-OB/1T • , �; ,; � , �; -,; O® ��: �, � � • ' ' TYPE DESIGNATION #5 REBAR AT TOP #5 REBAR AT TOP � ' F =FILLED WITH MIN. (1) RET'D MIN. (1) REQ'D Q 1-112" CLEAR 77 • • • • GROUT / U = UNFILLED a -1/2" I 8RF14-1 B/1T 8RF14-0B/1T R = RECESSED CLEAR REBAR @BOTTOM F ° D C � o 4'°' a '°' OF LINTEL CAVITY a .M.U. uJ ' - °v•v °v °° _ C.M.U. CF F Q) co U V) 8 F 16- B/ 1 T ¢ z 0° - L&d1 I-. ILI- = 2 a o m a c6 l U;1 pd=-n N ZGROUT (/QUANTITY OF ° Ow NOMINA L 5REBARAT • • • • • • • • WIDTH O ❑ w #5 REBAR AT BOTTOM w co #5 REBAR AT c BOTTOM OF ¢ v D D U to -------------------------------� TOP LINTEL CAVITY ZXZ 8F20-OB/1 T 8F20-1 B/1 T 8F16-0B/1T 8F16-1 B/1T NOMINAL "*—BOTTOM Tapp Q Q �, Q o AS INDICATED r� O o O O O HEIGHT REINFORCING u~ Q a)mco 7-5/8"ACTUAL PROVIDED IN w c m cco 8" NOMINAL WIDTH 16 GAUGE POWERS LINTEL E T M co p CV r• a i° a i° (VARIES) STEEL BOXED LINTEL U MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) 1' �° Y = 1. fc precast lintels = 3500 psi. C' Y ,n/ o T • ° • ` ` ' ° ` ° fc prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN < °v� 9' 0- 2. o 8RF6-0B/1 T 3. grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. o 4. maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. O 5. Concrete masonry units (CM U) per ASTM C90 w/ Refer to manufacturer's specifications. NC B D c �� : ° °'° ' minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. ° ° , ° ° . ,°; , ; 6. Rebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required at top e s D °,•°. ° 7. 270 low relaxation. Prestressing strand per ASTM A416 grade see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to co � 7/32 wire per ASTM A510. °� 4 N ° ! 8. Mortar per ASTM C270 type M or S. , • • ; ° applying the cementitiuos coating. See contractor specifications Si 8F20-1B-2T • .•°. °•°,`^ *'CD 0 • • • • GENERAL INSTALLATION NOTES M ,p q z 1. Provide full mortar head and bed joints. " c7 ?'. _ 8RF22-1BMT' 8F24-OB/1T 8F24-16/1T ro ds R 2. Shore filled lintels as required.s V_ ci C`1J 3. Installation of lintel must comply with the architectural and/or structural drawings. 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. Q .5 ,Z 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and"�q¢ f $ • a c'O�+ ° :' ° ° :'. • v ° v ° . ° ° v v .v longer with a nominal height of 8" meet or exceed L/180. 6 N �p ...... _ :' 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 6 E' , . ° 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. Z °s °n °s° °v v e 7. IL 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete W masonry units. O ' 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 F ° 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have ° ° n ° ° , . ° ° : ° o d , ° , • To the best of the Engineer's knowledge, information, and a coating of stucco applied in accordance with ASTM C-926 or other approved '' ° • Coating, belief, the structural plans and specifications contained within these drawings comply with the Florida Building 12. All lintel dimensions shown are "overall" lintel lengths. g LINTEL PLAN NOTES: and seat is only foCode 5th Edition r the Residential. Engineer's signature , : 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) r the structural engineering portions of loads shoud be checked for combine loading with the following equation: the drawing pages bearing Engineer's signature and seal. ° Applied vertical load Applied horizontal load 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. Safe vertical load Safe horizontal load ,Q 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE I - � Uo"., ui'10L ASSUMED TO BE 16" MINIMUM DEPTH. • 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE 8F44 1 B/1 T 8F40 OB/1 T 8RF400B/1T 8F321B/1T 8F320B/1T 8RF301B/1T 8F28OB/1T 8F281B/1T LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH z o © ® O ® O O O THE ELEVATION DRAWINGS p a) � 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER U0 LINTEL HEIGHT. F o M o 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED O Q V) 170 Ln FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED Ln F FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. ¢ L- Z U oC V Q co POWER STEEL LINTEL IS AN ADEQUATE w o F SUBSTITUTION ALL LOCATIONS UNLESS W Jko NOTED OTHERWISE AT OPENING LOCATION O OZ LuZo Wmzz>� U Lna0 a Z <U2:< _ E w H z Z p � a W agZ) OUo 0Ln0�W0 U�a0LU z0 W L O MIN. o n 5 Ln D 1 eo LO � Q LU J 0 LU �J v000Ce O Lu-Nm2 0 Z C0 Z., Z :i .> z aLLJ (D;a°1= aQ J - f_ Q Ou-2>g0a w w O u z Q . O J � E 2: 0 < C) o w/ LnaoZLIJ LLJ W awl 0 o U u � O g Z Z J a J OE SCALE : AS NOTED M I N ° PLOT DATE : 12/7/2012 MIN. O TECH: MJAMES (�) d LINTEL PLAN VERSION NO. ino SCALE: %4"=1'-0" JOB NO: 17-5178 SHEET NO. L 1