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ALTERNATE POWERS <br />A* <br />7 <br />r�__M <br />Hal <br />GENERAL CONCRETE LINTEL SCHEDULE <br />-CRETE, QUAILITY <br />APPROVED LINTEL MANUFACTURERS: CASTE STEEL LINTEL <br />T__ �, <br />81`8-113/1T 8F8-0I3/1T <br />A < <br />F FILLED WITH MIN. EQ'D- 771- 1-1/2" CLEAR <br />T GROUT/ U = UNFILLED r#1 RE - <br />YPE DESIGNATION BAR AT TOP #5 REBAR AT TOP V <br />1) REQ'D MIN. (1) R <br />8lRF14-1B11T 8RF14-OB/1-T R RECESSED CLEAR <br />0 <br />QTY. OF #5 <br />Z <br />4 <br />-REBAR @ BOTTOM <br />OF LINTEL CAVITY .40-C.M.U. L V) 0 <br />4 <br />LU <br />uJ Lu <br />C. M. U. <br />= 4 i C.0 <br />8� Cj <br />< LU <br />Z <br />I _�8 _N 4-J <br />8F1b_1'B/1T p? 2 1 4 M <br />M 0 4 <br />GROUT <br />Z <br />� 'L Z6 \L <br />I D 0 Z <br />LU <br />tNOMINAL QUANTITY OF 0 <br />-#5 REBAR AT CD U) j3 E <br />t < Er Lu N - - 0 <br />19 , 0 U #5 REBAR AT 0 BOTTOM OF U IR > V) W <br />----------------------------- WIDTH TOP LINTEL CAVITY Lu U) �a > #5 REBAR AT BOTTOM ZD U) cr) <br />0 Z cr Z =: <1 <br />8F2O-OB/1T 81F20-113/1T 8F16-0B11T 8F16-1B/1T NOMINAL- <<60 1�1 AS INDICATED <br />c_* -BOTTOM <br />HEIGHT REINFORCING C) <br />7-5/8"ACTUTL 0) C0 <br />W___ PROVIDED IN LLJ r� (a ce) <br />8" OMINAL WIDTH LINTEL 16 GAUGE POWERS E T "o C11 <br />, r_ C4 <br />(VARIES) STEEL BOXED LINTEL 8 0.2. <br />di -C LL 00 <br />r,= 00 <br />C) 0 <br />MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) 4) 05 0. 8 <br />1. f'c precast lintels 3500 psi. 0:S <br />0 0 2. f'c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN 0 CL <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />1. Refer to manufacturer's specifications for installation. <br />8RF6-0B/1T IICBD,C <br />4. maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. <br />&) minimum net area compressive strength 1900 psi. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. 8 D <br />6. Rebar per ASTM A615 Grade 60. <br />4. Lintel depth to match precast depth. One #5 Bar required at top f <br />Prestressing strand per ASTM A416 grade <br />see lintel plan/details for bottom steel required. <br />7. 270 low relaxation. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />4. 7/32 wire per ASTM A51 0. <br />CN <br />0 0 8. Mortar per ASTM C270 type M or S. applying the cementitiuos coating. See contractor specifications co ;A. <br />kon , , _ co <br />81`20-1 B-2T <br />Z <br />0 <br />0 0 0 0 GENERAL INSTALLATION N TIES <br />1. Provide full mortar head and bed joints. <br />8RF22-1B/1T 8F24-0B/1T 8F24-1B/1T C14 LL- <br />Shore filled lintels as required. LU <br />eq 83 . <br />L.Lj <br />3. Installation of lintel must comply with the architectural and/or structural drawings. 43 W <br />a <br />Lr 0 <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />LU 4J <br />vertical cell reinforcing and grouting. Z <br />5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and '0 <br />A 'Lr,= <br />longer with a nominal height of 8" meet or exceed L11 80. <br />04 <br />% Cq, <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 W CD <br />L0 <br />i�A <br />masonry units. 06 <br />4- 'L 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <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 To the bes of the Engineer's knowledge, information, and <br />t <br />A" a coating of stucco applied in accordance with ASTM C-926 or other approved <br />coating. belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />% 12. All lintel dimensions shown are "overall" lintel lengths. LINTEL PLAN NOTES: Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked 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 <br />Applied vertical load Applied horizontal load <br />, L,A J­., 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE <br />Safe vertical load tafe horizontal load <1 0 <br />ASSUMEDTO BE 16" MINIMUM DEPTH. <br />3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE <br />4 10 0 0 0. 01 0 0 P, LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH <br />8F44 1 B/1T 81F40 OB/1T 8RF40 OB/1T 8F32 1B/1T 8F32 0B/1T 8RF30 1BAT 81F28 OB/1T 8F28 1B/1T C) <br />(0) /Rl� rlb� THE ELEVATION DRAWINGS Z rj <br />UN 0 W <br />T 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER 1­4 4-J C) <br />V) IS 0 <br />LINTEL HEIGHT. > Ln M CD <br />C:, <br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED <br />(0 Ln <br />FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED <br />Z 0 <br />FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. 2: W - Ln <br />Z U_ <br />Ce U CL 00 <br />< . E <br />Z <br />POWER STEEL LINTEL IS AN ADEQUATE Z <br />SUBSTITUTION " ALL LOCATIONS UNLESS _J CD <br />NOTED OTHERWISE AT OPENING LOCATION <br />0 <br />W Zo <br />LL <br />LLJ Z i.- U) <br />L, M Z Z � <br />- 0 0 <br />0 Z<0 <br />Z <br />Z 8 M.: <br />i,- Z.;:-, ZZ <br />Q Z a: W <br />LW R _3 <br />=L'I?i: 8 so <br />8 (no WO <br />= 0 LU C4 <br />F- <br />0 Z @ <br />Lul <br />MIN. 57 <br />CD <br />r5 <br />Ln <br />N <br />ri <br />Ln < <br />_J <br />W 0 < <br />Lu!� Pf �: <br />lk� W Ln �e Ce <br />< Z <br />LU 0 <br />U LU R Y Ce <br />0 00 F- L) CO 0 <br />0 Z W , <br />=C), wx g �i 2� <br />M Z to W I =01 0 <br />L_ Z rq 0 CD 1,2 <br />a) UJ Z �El g <W U� L, <br />-2: Zi ("1,4 00WXl­-= <br />LOL 2 > 9 0 .5 - <br />W LLJ 0 LL Z < <br />=< < 0 0 <br />C:) =W) , 0 <br />CY LL 0 <br />U) Z <br />W <br />C LL LLJ <br />) <br />LU Z Z <br />M I N. F/I I I IN > 0 <br />:7 0- _J <br />11-4 1 _J <br />M IN. SCALE : AS NOTED <br />PLOT DATE 12/7/2012 <br />TECH: AQUINONEZ <br />VERSION NO. <br />5oll <br />JOB NO: 16-6654 <br />LINTEL PLAN SHEET NO. <br />SCALE: Y4"=1'-0" L 1 <br />11 1 <br />