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0J. �° :° ;::o"°;• :° ;°.0°;• ;:p° °"°; ALTERNATE POWERS <br />`° °..`° °..• `•`° - °. ,� °� STEEL LINTEL M 8F8-1B/1T 81`8-013z/1T Z o - <br />d'° ° ° a'° ° a° °•e°_ - ° a° TYPE DESIGNATION #5REBARATTOP z <br />MIN. 1 REQ'D #SREBARATTOP Q <br />F = FILLED WITH () MIN. (1) REQ'D ° a 1-1/2" CLEAR <br />O O O O O O O O ° GROUT / U=UNFILLED <br />J <br />8RF14-1B/1T 8RF14-OB/1T 8F16-1B/1T 8F16-0B/1T O,q R RECESSED CLEAR E °- <br />O ° O O ° O QTY. OF #5 ° O J <br />0 D E F REBAR @ BOTTOM p O O z <br />O O ° O <br />O O OF LINTEL CAVITY <br />8F20-1B/iT 8F2 -OB/1T = o O O d M.U. Q <br />O O G J H J W ° w a C.M.U. Q= <br />° CJ ul � W <br />Z Zoo <br />8F16- B/1T a o ° ° °a°a - o <br />'d✓"° a a ° a • ° a • - Z ° ° GROUT d Ir W LLI� \ , /` <br />vo •v° in WOOF — o % 0 D ,t Z O 'U <br />QUANTITY OF WLy ~E <br />O 5REBARAT NaL Cr fiQ <br />WIDTH #5 REBAR AT ° BOTTOM OF Q U o D n D (f) y <br />8RF6-OB/1 T : " TOP LINTEL CAVITY z Ir z 5REBARAT BOTTOM <br />°a'° NOMINAL O ¢¢ = Q Q MIN. (1)REQ'D 00 <br />BOTTOM REINFORCING O o p p m n <br />HEIGHT PROVIDED IN LINTEL W F , v (J y M <br />- 7-5/8"ACTUAL (VARIES) w �`� <br />8"NOMINAL WIDTH c 9ci <br />16 GAUGE POWERS E <br />M <br />STEEL BOXED LINTEL O wig a) Co <br />~ O N <br />O O ° ; ° MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) E U m Y <br />8F20-1 B-2T Rc precast lintels = 3500 psi. O Y o 0 <br />°° a ° °° a ° ° a ° "°" °° a ° "°,°° Pc prestressed lintels - 6000 psi. ONLY IF NOTED ON LINTEL PLAN o CL <br />routed per ASTM C476 f' 3000 psi w/ Q °� ¢ <br />� P 9 = P 1. Refer to manufacturer's specifications for installation. <br />8F24-1 B/1 T 8F24-0B/1T 11L%V ° Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. <br />Eoncrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. " °"B ° ° <br />OO ° minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 'o C <br />Prestressing <br />per ASTM A615 Grade 60. e <br />4. Lintel depth to match precast depth. One #5 Bar required top and B ® <br />O O O O ° ' ° ° ' ° ° Prestressing strand per ASTM A416 grade bottom of all Powers Steel lintels. D. <br />270 low relaxation. ' <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />8F32 0B/1 T 8F32 1 B/1T : , < 7/32 wire per ASTM A510. co rn �p <br />applying the cementitiuos coating. See contractor specifications .1 V, <br />Mortar per ASTM C270 type M or S. 1 , <br />Q, O, O <br />GENERAL INSTALLATION NOTES <br />O O ° 1. Provide full mortar head and bed joints. Z W r ZR <br />° Iuz.Shore filled lintels as required. 8F40 0B/1T a <br />a <br />O O 3. Installation of lintel must comply with the architectural and/or structural drawings. O <br />4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate W Q'> 4 _ <br />••a ° : a ° °•a ° © 8F44 1 B/1 T vertical cell reinforcing and grouting. - W U G;,LL " ._��, , <br />5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and Z Q <° ;F <br />O r <br />' Q longer with a nominal height of 8" meet or exceed U180. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. H g;N } a ur ®° Mum ma ° <br />7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. Z Q Z ` m� <br />8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />W o M ;E g <br />masonry units. <br />9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 U U m <br />El El <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 <br />a coating of stucco applied in accordance with ASTM C-926 or other approved LINTEL PLAN NOTES: To the best belief, the strr the Engineer's knowledge, information, and <br />Coating. uctural plans and specifications contained <br />O O 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) within these drawings comply with the Florida Building <br />o O =: loads 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. Code 5th Edition (2014) Residential. Engineer's signature <br />8F28 1 B/1 T Applied vertical load Applied horizontal load and seal is only for the structural engineering portions of <br />8F280B/1T o o + 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE the drawing pages bearing Engineer's signature and seal. <br />Safe vertical load Safe horizontal load G1 ,0 ASSUMED TO BE 16" MINIMUM DEPTH. <br />O 8RF30 16/1T <br />a° o <br />UO 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE <br />o O LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH <br />8RF40 OB/1T THE ELEVATION DRAWINGS o <br />4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER z oN <br />LINTEL HEIGHT. O � o^ <br />5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED n M o <br />FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED ,.; <br />FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. Z 0 <br />Q V) Ln <br />2 cn • i d- <br />Qcu U Ln <br />00 <br />ZCe U 00 <br />POWER STEEL LINTEL IS AN ADEQUATE z N— <br />SUBSTITUTION ALL LOCATIONS UNLESS <br />NOTEDOTHERWISE�J o~ t <br />O AT OPENING LOCATION LU <br />O � <br />J <br />O E <br />0Z <br />W I L O <br />W ZF—LO <br />W m Z Z a, <br />�0�ZoO <br />zQQUQQ <br />=ZZ_wZ <br />W� J �g�� <br />O O a in at <br />O U�aOZ@ <br />W 2 W <br />r-I <br />Lr) <br />N <br />L <br />• J <br />WLU�3 <br />�� W 0 o o <br />O F 0 <Q Z°WZ! <br />zW � <br />D O <br />F z�zz <br />O W a9 <br />DZ8 <br />Z U p <br />J Q U <br />j U1I� Z 6P <br />O <br />a;5 <br />J `/ °g>oa <br />w Ou_z� <br />00 N ° <br />� <br />o <br />�owa <br />_J <br />Lu <br />¢¢�� <br />u <br />M <br />F F z ". N � O W <br />> �z z <br />Z g J <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: FFLORES <br />VERSION NO. <br />106 <br />MIN. O <br />JOB N0: 16-6650 <br />MIN. � SHEET N0. <br />LINTEL PLAN <br />L 1 <br />SCALE: Y"=1'-0" <br />4 <br />