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a <br />00 <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 U360 vertical deflection, except lintels 174" and <br />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. <br />7. 7132" 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 verltcal (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 -- <br />a 0 <br />Safe vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 8F321B/1T <br />FORM dt GROUT SOLID <br />Q 'tt • . f • N LV <br />J <br />�0 <br />o /5 BAR CONT. <br />8F12-1 B/1 T <br />"V" LINTEL DETAIL <br />SCALE - N.T.S. <br />c <br />C <br />■ <br />■ <br />_ <br />E <br />€ <br />ppppC <br />7 <br />E <br />■ <br />■ <br />■ <br />■ <br />■ <br />: <br />me <br />■ <br />: <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />Q LLJ <br />8F16- <br />B/1T <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT-t pr�ecasCtiritels = 3500 psi. <br />2. rc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 rg = 3000 psi w/ <br />4. maximum 318" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S REBAR <br />MIN..(1)(1) <br />REG-D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d r <br />0 <br />° ° a <br />° <br />a <br />go C.M.U. <br />#5 REBAR AT TOP <br />44 L <br />GROUT <br />MIN. (1) REQ'D ° d 1-1/2" CLEAR <br />• <br />D <br />d <br />4 <br />° <br />4 p <br />A <br />n <br />to r ° C.M.U. <br />5 REBAR AT <br />to w <br />z <br />a <br />° <br />BOTTOM OF <br />r%1 � — <br />w O <br />0 <br />LINTEL CAVITY <br />x ui <br />W <br />—BOTTOM <br />O U L <br />REINFORCING <br />d <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />< C/ p3 (� D 1 D 5 REBAR AT BOTTO <br />Ir � �, � AS INDICATED <br />"NOMINAL WIDTH <br />(VARIES) <br />win 6 � ° ° <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 @ W O.C. W/ (2) <br />USP MSTAM36 STRAPS EACH STUD <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8) Y4" TITENS <br />OR <br />(2) 2x8 #2 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/ Y2" EPDXY ANCHOR OR Y" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />UCTURAL SHEATHING <br />ACHED PER NAILING <br />IEDULE <br />E PLAN <br />VALL <br />NOCKOUT COURSE <br />1) #5 CONT. <br />PLAN FOR FILLED CELL <br />CI NG <br />1:1-1 �� WALL SPLICE DETAIL <br />SCALE: 1" = 1'-0" <br />(:E <br />MIN. <br />17'-4" LL <br />O <br />5'-8" LL <br />ti•,�f,• <br />U <br />5'-8" LL <br />OE <br />5'-10" LL <br />5'-8" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-0" <br />C_ <br />Z c <br />Z <br />Z <br /><C <br />0- <br />z <br />U) <br />L^n' CD <br />W <br />cn <br />W <br />(DM <br />W <br />Ln iv <br />E <br />LU <br />W <br />m <br />M <br />t0 <br />woo <br />LL <br />�� <br />� <br />O <br />A 1 <br />B D. <br />tw \ft. .A,. .. <br />c &I <br />V� <br />LU <br />CLly <br />W <br />�•Q <br />0 <br />Z <br />N?5 <br />To the best of the Engln e . �'kppuyI���rr,,f on, and <br />belief, the structural plans and 404tih€etkir"fs dontalned <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 />CD <br />zC%4 <br />Q � � <br />1>+�MO <br />z <br />M <br />Q. V Ln <br />CL (A •L <br />0 <br />Q LLB <br />�- CL . M <br />GCU�a� <br />a E'00 <br />Z ffl <br />W <br />J � <br />J <br />�i <br />Z<a <br />o: <br />ZwW q <br />J Zg <br />Z <br />J <br />2§ <br />km <br />.02 <br />3 <br />(nLn <br />U <br />z <br />_ <br />LU <br />u. <br />Z <br />�yo9 <br />U4a� <br />=1 <br />Z <br />E <br />J <br />In <br />di <br />E <br />rl <br />UJ <br />Q <br />Z <br />r� <br />m <br />i'V <br />Z <br />Z <br />LU <br />0 <br />00 <br />a <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSKI <br />VERSION NO. 5 1 <br />SHEET NO. <br />8.0 <br />