Laserfiche WebLink
ALTERNATE P WE <br />UKA <br />�Vm< OKA STEEL LINTEL Z Cn <br />D 0 <br />CO <br />8F8-1B/1T 8F8-0B/1T Z: <br />TYPE DESIGNATION #5 RE BAR AT TOP Z <br />0 V < <br />#5 RE BAR AT TOP <br />F = FILLED WITH M IN. (1) RECI'D M IN. (1) REQ-D 1-1/2" CLEAR <br />GROUT I U � UNFILLED 4 CLEAR CL <br />01 1 0, 0 0 D <br />U-0 R RECESSED <br />I <br />8RF14-1B/1T 8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T QTY. OF #5 6 <br />0 0 0 —REBAR @ BOTTOM > <br />T) <br />8F20-1B/1T 8F20-0B/1T OF LINTEL CAVITY 4 .0—C. M. U. L U4711 <br />uJ L . — <br />gLu 4' A LW C. M. U. <br />F- <br />, \ ) I 4—J LLJ <br />< < J <br />6 0 <br />i'B/ 1 T 'n <br />A 0 1 <br />Lu LLI <br />0 4 GROUT LU <br />Z <br />ED Lo 0 z <br />a. LU <br />QUANTITY OF 0 E <br />NOMINAL 5 REBAR AT 0: uj <br />#5 REBAR AT BOTTOM OF () < > > Ln 0 <br />WIDTH 0 � Lu �- Iq /0�1 --w V) C0 <br />TOP LINTEL CAVITY z , co S #5REBARATBOTTOM V) <br />8RF6-OB/IT T= = L 0 CD <br />NOMINAL- 0 ')'*—BOTTOM REINFORCING < MIN, (1) REQ'D co 1�- <br />CNI <br />HEIGHT PROVIDED IN LINTEL 00 <br />Ln <br />P 7-5/8"ACTUAL 0) cl) <br />4 A <br />070 0 13 <br />L <br />LLJ r- - V) <br />E T-- <br />8" F_ _(VARIES) 16 GAUGE POWERS 0 0 'r- CN <br />OMI NAL WIDTH <br />STEEL BOXED LINTEL <br />LL co <br />co <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) u) 0 1 <br />10 01 =11 MATERIA S 4) C15 0. <br />8F20-1 B-2T -01 u) 0 't <br />"o, Ic precast lintels 3500 psi. <br />v,�v �%, - ONLY IF NOTED ON LINTEL PLAN < 0 -.t CL <br />Pc prestressed lintels = 6000 psi. 0) 0) < 6 <br />- I -- I �, - l 71 <br />§routed per ASTM C476 Pg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. <br />8F24-1B/1T 8F24-OB/iT 4iaximum 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 manufacturers specifications. N-C-B-D-c <br />minimum net area compressive strength = 1900 psi. <br />T .0 3. If lintel is scratched or damaged refer to Powers Steel for repair. BD <br />Rebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required top and *C <br />D Prestressing strand per ASTM A416 grade bottom of all Powers Steel lintels. <br />270 low relaxation. <br />8F32 013/1T 7132 wire per ASTM A51 0. 5. A bonding agent must be applied to the Steel Box lintels prior to 04 Lo <br />81`32 1 B/1 T Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications — cn <br />4 (D Lo <br />1C Lo r- <br />0, <br />- Uo"', <br />GENERAL INSTALLATION NOTES <br />94 <br />D id <br />u_ <br />Provide full mortar head and bed joints. <br />'0, 2. Shore filled lintels as required. 3, <br />8F40 0B/1T , ' 4 - tj- <br />0 0 3. Installation of lintel must comply with the architectural and/or structural drawings. ail mo-,F, <br />,> L -2 1., - % <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate o <br />8F44 1B/1T vertical cell reinforcing and grouting. <br />Z- 5 All lintels meet or exceed L/360 vertical deflection, except lintels 1T-4" and <br />F-1 <br />(0 longerwith a nominal height of 8" meet or exceed L/180. <br />-7 <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. vt- <br />LINTEL PLAN NOTES: <br />art", <br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete i <br />masonry units. 0 <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />1 - THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION <br />10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. <br />11. The exterior surface of lintels installed in exterior concrete masonry walls shall have ONLY. <br />To the best of the Enigll4t,, <br />a coating of stucco applied in accordance with ASTM C-926 or other approved I , ion, and <br />belief, the structura p ar�� 1�6%ew contained <br />coating. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE <br />within these drawings comply with the Florida Building <br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) ASSUMED TO BE 16" MINIMUM DEPTH. Code 5th Edition (2014) Residential, Engineer's signature <br />0 0 loads shoud be checked for combine loading with the following equation: and sea] is only for the structural engineering portions of <br />8F28 1B/1T Applied vertical load Applied horizontal load <br />81`28 013/1T 0 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN the drawing pages bearing Engineer's signature and seal. <br />Safe vertical load tafe horizontal load <1 0 <br />T 8'RF30 1B/1T — THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH <br />no THE ELEVATION DRAWINGS <br />0 0 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING <br />8RF40 013/1T THE PROPER LINTEL HEIGHT. C:) <br />C) <br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH Z r14 <br />0 <br />REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE "**� <br />C:) <br />INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHT,G.C. > U0 p <br />COORDINATE. 0 N <br />< ro Ln <br />a- U) <br />Z 0 <br />2: (V — Ln <br />1Dr)XA1r=Q (ZTI=Pl I 1K1T[=I I(Z AKI AnF=r)HATr= er " H <br />rn <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />Ct-I 61 CL <br />Z <br />NOTED OTHERWISE AT OPENING LOCATION <br />Co <br />< E 1-0 <br />K <br />1 <br />Z 170 <br />LU F- <br />b )0 <br />-J C) <br />W <br />8'-0" <br />LARGE CONCENTRATED T.O.M. <br />LOAD NEAR SUPPORT(TYP.) <br />40" BEYOND POINT <br />LINTEL COURSE LOAD MAMUM <br />w/(1) #5 REBAR <br />CL CL <br />0 <br />132 Z <br />ED LL 0 <br />LU UJ r5 <br />J <br />Lu a - <br />LU Co Z <br />�- LUX <br />U) <br />LL LU LU 5 D1 <br />2: in 0 <br />0 Z < 3 <br />0 Z �j 0 0. <br />Z U <br />UJ Z Z <br />-J —J e <br />> <br />>- < � < <br />< <br />F 2: Z LZu F- Z <br />Z <br />0�2 Z <br />P <br />#3 STIRRUP <br />0*1 <br />U 0 <br />=) U 5 <br />04 0 <br />U F- Cle C:) <br />=, uJ N <br />@ 8-- O'C', PRECAST <br />C) <br />co <br />i, <br />Q.0Z@ <br />Z <br />LINTEL <br />PRECAST <br />C:) <br />W <br />fy <br />LINTEL <br />Ln <br />MIN. <br />PRECAST LINTEL <br />r*4 <br />Ln <br />HIGH SHEAR CONDITION ( �6 <br />N <br />SCALE: 1/2" V-131" <br />Ce <br />< Z <br />C) d <br />0 <br />< <br />Lu a 0 0 <br />U uu t! - <br />0 Z � <br />I — <br />ao 1--: <br />-a <br />Z <br />=C', LZU g <br />E 19 =01 0 <br />TOP OF COL 10'-4" <br />& G ONLY) <br />r6 <br />LU <br />Z <br />1 <br /><8 < -J < U <br />F- Lu <br />(F <br />9 <br />60 <br />> <br />—J <br />< <br />0 0 Eu 2: <br />R > 9 0 a. <br />LlW <br />u, 0 u. Z!� <br />Z 0 <br />0 a <br />C) <br />0- <br />0 CY 2: <br />V) <br />0 <br />Inn <br />-J <br />LU <br />;� CL <br />c) <br />fy) <br />Z <br />MIN. MIN. <br />U.J <br />> <br />Z <br />0 <br />Z Z <br />SCALE AS NOTED <br />LINTELPLAN <br />PLOT DATE: 12/7/2012 <br />TECH: EPAND <br />SCALE: Y4"=V-0" <br />VERSION NO. <br />15m25 <br />JOB NO: 16-6651 <br />SHEET NO. <br />L 1 <br />