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oao ° °� ALTERNATE POWERS <br />° :. ° :� a� <br />STEEL LINTEL L3 <br />`NCO <br />O J0O O 'e °a ''a 'e °ay ''e° z CO <br />O <br />81`8-113/1T 81`8-013/1T ' <br />,ev <br />TYPE DESIGNATION #5REBARATTOP #5REBARATTOP z <br />O ® : _ ° z <br />O, . O, F -FILLED WITH MIN. (1) REQ'D MIN. (1) REQ'D a 1-1/2" CLEAR Q <br />° <br />GROUT / U =UNJa � <br />2" R=RECESSED EAR <br />0 FILLED <br />8RF14-1B//1T8RF14-0B/11T 8F16-1B/11T 8F16-0B/1T :O, <br />O QTY. d <br />REBAR @ BOTTOM <br />�= Lj U) DO O O OFLINTELCAVITY p <br />D O O <br />O co <br />8F20-1B/1T 8F20-OB/1T <br />� <br />W W C.M.U. VJ JZC� <br />O <br />a z �0x , 4--' W <br />° a °• n, ° a ° ° a• ° e Z d o GROUT 2 w TO <br />W i j \ Q o // 0 — <br />QUANTITY OF d o a O ° U W E <br />°e° °e° °a° °e° LNOMINA 5REBAR AT rtw-aii O O <br />O ° O WIDTH #5 REBAR AT a 0 BOTTOM OF ¢ 0 o D n D Vi c y <br />8RF6-OB/1T ° TOP LINTELCAVITY oWcn� 5REBAR AT BOTTOM � U) Cl) <br />,•a° '•a° -•a° NOMINAL ° ¢¢On Q p Q MIN.(1)REQ'D �� F— �1- <br />© BOTTOM REINFORCING r O o p Q p m <br />• v °a ° v ° v• °v ° HEIGHT PROVIDED IN LINTEL U N M <br />°v" v'•, - _ 7-5/8"ACTUAL (VARIES) W c� N M <br />8" NOMINAL WIDTH >_ :� <br />16 GAUGE POWERS _ v O N <br />-. '-. - -, STEEL BOXED LINTEL <br />a a U L � � <br />°a' ° rnCo <br />Co <br />:O,° O O MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) E U U) <br />8c precast lintels = 3500 psi. O Y o <br />8F20-1 B-2T 2c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN Q Q o <br />O O O ° O °a va° va° s va° •' <br />grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. <br />8F24-1 B/1T 8F24-0B/1T � 4baximum 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. <br />minimum net area compressive strength = 1900 psi. O 3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />O" ° Rebar per ASTM A615 Grade 60. <br />4. Lintel depth to match precast depth. One #5 Bar required top and D <br />D O ° ' ° ° a ° , Prestressing strand per ASTM A416 grade <br />, bottom of all Powers Steel lintels. <br />270 low relaxation. <br />8F32 OB/1T 8F32 1 B/1 T ; , o ', ,°, a. 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to <br />Mortar per C270 type M or5. applying the cementitiuos coating. See contractor specifications LO <br />GENERAL INSTALLATION NOTES t7 y m <br />1. Provide full mortar head and bed joints. Z y3 0D, E u- ,4- <br />°°,v o•av °av °ev <br />81`40 013/1 T O ° 2. Shore filled lintels as required. <br />O O 3. Installation of lintel must comply with the architectural and/or structural drawings. <br />" © ° 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate WL ¢ LL o q v <br />8F28 1 B/1 T " <br />8FZ 44 1 B/1 T vertical cell reinforcing and grouting. ". d � � ti <br />5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and Z _'� a® <br />° longer with a nominal height of 8" meet or exceed L/180. bN ten. <br />® 6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />g, Cast -in -place concrete may be provided in composite lintel in lieu of concrete W s�, , <br />masonry units. o c� t �3 ��i C� m <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 El El <br />10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. <br />o° a 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have LINTEL PLAN NOTES: 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 />belief, the structural plans and specifications contained <br />coating. <br />° a ° within these drawings comply with the Florida Building <br />O O 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLYCode 5th Edition (2014) Residential. Engineer's signature <br />pO O . ° loads shoud be checked for combine loading with the following equation: and seal is only for the structural engineering portions of <br />OB/1T Applied vertical load Applied horizontal load the drawing pages bearing Engineer's signature and seal. <br />o D 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE <br />Safe vertical load Safe horizontal load <1 , O J <br />' 0 O 8RF30 iB/iT ASSUMED TO BE 16" MINIMUM DEPTH. O <br />3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE <br />o O LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH <br />8RF40 0B/1T THE ELEVATION DRAWINGS o <br />® o <br />4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER Z <br />LINTEL HEIGHT. O � C) <br />0 <br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED > ko <br />M o0 <br />FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED Q .6 N <br />FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. .o <br />Q 0) LLn <br />ceUQ00 <br />POWER STEEL LINTEL IS AN ADEQUATE Z <br />z E 00 <br />SUBSTITUTION @ ALL LOCATIONS UNLESS w o (— <br />NOTED OTHERWISE AT OPENING LOCATION W -' o <br />O E <br />O <br />LL ZO W <br />m Z1- 2a. <br />LLIUovWia0 <br />Z}Z Q U <br />z}<U <br />_ Z W <br />J �sWLn <br />ix0 <br />O =o=LU04 <br />04 <br />�N-I UF-apZ@ <br />O <br />1AA� <br />L I <br />N <br />N <br />Ln <br />• J <br />FFT <br />LU <br />NYQ <br />O UOZ -2 <br />t)) m <br />O W <br />F z W°QQ?o <br />W <br />zo <br />z <br />> LU Z 8~ <br />g>aLu <br />O <br />c,0a <br />W LL Z Q <br />V/ VQwo8 <br />7 C4 cV �a Z <br />Q1YW <br />0CD <br />LJ <br />a <br />OF F z O .. N 1— <br />z _ <br />> I— Z <br />0 g J <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />O MIN. 106 <br />E JOB NO: 16-6653 <br />O L 1 <br />LINTEL PLAN_ MIN. SHEET N0. <br />SCALE. /4 -1 -0 <br />