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ALTERNATE POWERS <br />Lo <br />J0 STEEL LINTEL Z Z; <br />0 <br />0 0 <br />Z 0 <br />8F8-1B/1T 8F8-0B/1T IV 1, 11 (1) <br />TYPE DESIGNATION E# REBARATTOP V Z <br />#5 REBAR AT TOP L <br />F = FILLED WITH IN. (1) RECYD MIN. (1) RECtD 1-1/2"CLEAR < <br />GROUT / U = UNFILLED A Wiwi <br />0 0 0 0 0 0 0 EAR a_ <br />8RF14-1B/1T 8RF14-0B/1T R =RECESSED <br />8F16-1B/1T 8F16-0B/1T "0' QTY. OF #5 <br />8F20-1 B/1 T 8F20-013/1T OF LINTEL CAVITY 4 L Z <br />10 0 0 REBAR @ BOTTOM <br />Lu <br />1: — 44 W C.M.U. <br />8 d t; C/) <br />9 ;� 4_J Lij <br />iF !C 4 X0 <br />B/1 T A <br />—GROUT U., Z�- 'L <br />QUANTITY OF --#5 REBAR AT a U):J a <br />tNOMINAL t X LU < 0 E <br />0 0 #5 REBAR AT BOTTOM OF �0 �, �i (/) 0 <br />WIDTH TOP LINTEL CAVITY ZW L6 <1 L #5 REBAR AT BOTTOM cr) <br />8RF6-0B/1T v,l V,V L,'- < �7 MIN. (1) REaD <br />NOMINAL- o%* -BOTTOM REINFORCING Z5 a 0 <br />L <br />PROVIDED IN LINTEL rn �L it <br />HEIGHT <br />A TUA (VARIES) C) <br />CD V) <br />LLJ @ 'm -M" <br />16 GAUGE POWERS E <br />e <br />8" —MI"NAL WIDTH <br />RO <br />0 '1 04 <br />STEEL BOXED LINTEL 00 <br />0 01 MATERIAI S POWERS STEEL BOXED LINTEL NOTES (ALT.) 0 <br />60 CL <br />:0. 8F20-1 B-2T fc precast lintels 3500 psi. ONLY IF NOTED ON LINTEL PLAN to 0:S <br />Pc prestressed lintels = 6000 psi. <br />0 0 0 0 §routed per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. < Ci <br />8F24-113/1T 8F24-0B/1T Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. 0 <br />Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturers specifications. N*C,I, -C <br />minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />:0. Rebar per ASTM A615 Grade 60. 4. Lintel depth to match precast depth. One #5 Bar required top and <br />0 1 0 Prestressing strand per ASTM A416 grade ED. <br />bottom of all Powers Steel lintels. <br />270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to <br />co <br />8F32 0B/1T 81F32 1B/1T 7/32 wire per ASTM A51 0. applying the cementitiuos coating, See contractor specifications <br />Mortar per ASTM C270 type M or S. itia- <br />" - " - - . ­ I <br />01 <br />GENERAL INSTALLATION NOTES <br />d Ri, ME <br />01 1. Provide full mortar head and bed joints. <br />3 <br />8F40 013/1 T 2. Shore filled lintels as required. %-- <br />Ze <br />Installation of lintel must comply with the architectural and/or structural drawings. <br />0 3. r <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate < <br />CL= <br />8F44 113/1T vertical cell reinforcing and grouting. CL <br />5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and <br />C <br />N <br />longerwitha nominal height of 8" meet or exceed U180. <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. <br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete LINTEL PLAN NOTES: 01 <br />masonry units. <br />Vo <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 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. El El <br />11. The exterior surface of fintels installed in exterior concrete masonry walls shall have — ONLY. <br />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 />2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE belief, the structural plans and specifications contained <br />coating. <br />I teral) — within these drawings comply with the Florida Building <br />0 0 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (a ASSUMED TO BE 16" MINIMUM DEPTH. Code Sth Edition (2014) Residential. Engineer's signature <br />0 loads shoud be checked for combine loading with the following equation: — and seal is only for the structural engineering portions of <br />8F28 1B/1T Applied vertical load Applied horizontal load <br />8F28 OB/1T the drawing pages bearing Engineer's signature and seal. <br />(1� 0 0 Safe vertical load tafe horizontal load <1 .0 — 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN <br />8RF30 1B/1T — THE LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH <br />(0) THE ELEVATION DRAWINGS <br />D 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING <br />8RF40 0B/1T THE PROPER LINTEL HEIGHT. <br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH Z <br />REQUIRED FOR THE DESIGN LOADS. THE DEPTH MAY BE 0 <br />F-4 4-J CD <br />V) %0 <br />INCREASED IF REQUIRED FOR PROPER LINTEL HEIGHTG.C. > M Q <br />M0 I <br />COORDINATE. N <br />V) m Ln <br />Z 0 ON <br />w Ln <br />POWER STEEL LINTEL IS AN ADEQUATE a <br />"U <br />SUBSTITUTION ALL LOCATIONS UNLESS � to <br />Ce 0- CL 00 <br />NOTED OTHERWISE AT OPENING LOCATION Z < E <br />Z <br />UJ <br />_J CD <br />8'41 W %D <br />LARGE CONCENTRATED T.O.M. <br />LOAD NEAR SUPPORT(TYP.) <br />40" BEY2ND POI T <br />LINTEL COURSE LOAD MINIMUM <br />W/(1) #5 REBAR <br />4" <br />0 <br />WW= A <br />r5 <br />Z <br />'a <br />LU LU 6 0 <br />Z <br />Z <br />Z Z <br />W < <br />> �J _J Z <br />Zw, <br />Ln <br />#3 STIRRUP 8 <br />@ O,C, PRECAST 814 UJ N <br />8' -7 F OZO <br />LINTEL 5 § <br />PRECAST 0 <br />LINTEL <br />Ln <br />0 N <br />IN. 04 <br />PRECAST LINTEL Ln <br />C; <br />,HIGH SHEAR CONDITIONr6 <br />SCALE: 1/2" V-101" <br />9 <br />Lu <br />0 8Z <br />a Z < 0 M ME <br />50 1.� CY- Z <br />TOP OF COL 10'4" MT Z Lu a 0 <br />!� i Z< <br />f-n uJ <br />ED Z <br />(F & G ONLY) <br />9 r6 <br />60 0 Z!� <br />Ll 2: 8 <br />(**4 10 Z <br />C) Je uJ <br />_J <br />0 M <br />c) rt) LLJ <br />Z . . . . F- <br />U-J F- z Z <br />> :5 <br />MIN. MIN. Z 0 0. <br />SCALE: AS NOTED <br />LINTELPLAN -PLOT DATE: 12/7/2012 <br />TECH: MJAMES <br />SCALE: Y4"=1'-0" VERSION NO. <br />15m25 <br />-JOB NO: 17-4135 <br />SHEEr NO. <br />L 1 <br />