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c <br />72 <br />2 <br />0 <br />r <br />N <br />N <br />co <br />la <br />n <br />rn <br />cV <br />CD <br />O <br />O <br />J <br />N <br />M <br />cV <br />a0 <br />a <br />00 <br />F- <br />0 <br />x <br />GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <br />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 <br />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L/180. <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 <br />masonry units. <br />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 <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />coating. <br />12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load / 1 .0 <br />Safe vertical load Safe horizontal load -� <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />81=8-16/1T 8F8-0B/1T 8RF6-0B/1T r. <br />AO © © O O' OUS <br />O O O O <br />8RF14-1B/1T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />© © O O <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F321 B/1 T <br />" <br />FORM do GROUT SOLID <br />+ <br />O <br />W <br />U <br />#5 BAR CONT. <br />8F12-1 B/1T <br />O O <br />O <br />8F20-0B/1 T <br />© <br />"W <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />us <br />US a M%r <br />C <br />00 <br />0 <br />MIN <br />0. <br />0! <br />E <br />E <br />UIV <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />6 F 16- <br />B/ 1 T <br />a <br />00, <br />t <br />LNOMINA <br />t <br />L QUANTITY OF <br />Lh <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />cT-f precast lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <br />4. maximum 318" aggregate and 8" to I slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Rebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5REBAR <br />MIN. <br />(1) REQ'D <br />C1/2 <br />LEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />a d <br />d O d <br />a ° <br />.M.U. <br />#5 REBAR AT TOP <br />° 4 <br />° <br />D <br />d ° d <br />° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />° d d <br />d <br />° <br />GROUT <br />n J <br />Q <br />d <br />U) to < <br />° Q <br />C.M.U. <br />5 REBAR AT <br />= U) U,)w <br />4 <br />° <br />O <br />BOTTOM OF <br />I m z w <br />w w o <br />LINTEL CAVITY <br />_ <br />n <br />1 Z� <br />-BOTTOM <br />o x CJ O Z <br />REINFORCING <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z LL 6 W 1D <br />a (3 <br />D D <br />L, <br />#5 REBAR AT BOTTOK <br />AS INDICATED <br />NOMINAL WIDTH <br />(VARIES) <br />U) n X a n <br />° ° <br />a <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />USP MSTAM36 STRAPS EACH STUD <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8) Y" TITENS <br />OR <br />(2) 2x8 42 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <br />1. Refer to manufacturer's specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturer's specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />h SEE PLAN <br />T/VVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />6I WALL SPLICE DETAIL <br />01 Ill,Q % SCALE: 1" = 1'-O" <br />cV <br />O <br />5'-10" LL <br />O <br />W-6" LL <br />O <br />4'-6" LL <br />O <br />5'-4" LL <br />OMIN. <br />G <br />r: <br />5'-10" LL <br />5'-8" LL <br />O <br />17'-4" LL <br />OE MIN. <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />0 <br />Z M <br />_ O <br />C3 <br />Z CO <br />Z <br /><C <br />J <br />U) z <br />V) (D <br />Q) C <br />4- w <br />(10 Q <br />�V - <br />0 ly <br />V) C <br />Vi <br />o 0 <br />i� <br />C) <br />�- E <br />O <br />U <br />[2 'o cMM <br />O o N <br />= Qj <br />LL 00 - <br />U il)i <br />CU <br />N a o <br />< rn <br />rn Q o <br />Al I <br />LL <br />M- L <br />c 'K CJ <br />W <br />_ <br />E0 <br />a KQ 0 <br />N L <br />aQ Ci ti;.....,•• <br />-, it � <br />O <br />To the best of the Engih owled e i ion, and <br />belief, the structural plans fa ``fie contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />Z� <br />0 � N <br />�r)MC) <br />M <br />Q _ <br />.O <br />Ln <br />< <br />VM <br />CL 00 <br />a <br />E <br />Z <br />CD <br />W <br />J 0 <br />O <br />Z <br />O <br />wa <br />Zaa <br />f <br />Wa�ir <br />L)ZOO <br />Z-dZ� <br />p T Z <br />W Lu <br />a <br />O�o <br />U�uJ <br />ON <br />Z O <br />W <br />+ <br />U <br />f Z <br />Z <br />�>/ <br />LL <br />g <br />r) <br />:a <br />Lr) <br />0 <br />= <br />N <br />�� <br />0 <br />J <br />W <br />€a� <br />N <br />J <br />U4 Z <br />;¢Z< <br />a <br />�' <br />a � <br />ogo <br />Z <br />�ato <br />Z <br />W <br />a�o�Z <br />J <br />LU <br />W <br />�U_0 <br />oZo <br />O <br />Q <br />Z <br />uJ¢8 <br />Q � Z <br />Z <br />o' ji <br />m <br />N <br />Z <br />w <br />�o <br />¢Z <br />00g <br />= <br />LU <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION N0. 5ol <br />SHEET NO. <br />8.0 <br />