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Q <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 17'-4" 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 vertcal (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 �� . 0 <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F441B/1T8F401B/1T 8RF40OB/iT 8F321B/1T <br />FORM tY GROUT SOLO <br />777+ <br />� J <br />O #5 BAR CONT. <br />8F12-1B/1T <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />P <br />In <br />a <br />LE <br />E <br />MIN. <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />MIN.(1)REQ'D <br />ALTERNATE POWERS <br />j. <br />F =FILLED WITH <br />n <br />7 -4 LL <br />a <br />GROUT /U=UNFILLED <br />R = RECESSED <br />CLEAR <br />' <br />STEEL LINTEL <br />QTY. OF #5 <br />0 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />n <br />M.U. <br />#5 REBAR AT TOP <br />t'¢ <br />iu <br />° <br />MIN. (1) REQ'D ° d 1-1/2" CLEAR <br />f <br />8 F16- B/1 T <br />a <br />i <br />° <br />° d e <br />GROUT <br />DUS <br />; f <br />tNOMINAL.tQUANTITY <br />a° 4 C.M.U. <br />OF <br />5 REBAR AT <br />O w <br />C� <br />WIDTH #5 REBAR AT <br />a D <br />BOTTOM OF <br />i- cn 3 F 4 - <br />O � <br />TOP <br />o <br />LINTEL CAVITY <br />� w X \ <br />6'-6" LL <br />:f <br />-BOTTOM <br />c¢ d o <br />HEIGHTNOMINA <br />HEIGHT <br />REINFORCING <br />� a c7 M ^ <br />7.51WACTUAL <br />PROVIDED IN <br />O � d w en D D <br />8" NOMINAL WIDTH <br />LINTEL <br />� •g' w 3 `N #5 REBAR AT BOTTO <br />E <1° 4° AS INDICATED <br />5'-8" LL <br />(VARIES) <br />rn u ¢ <br />MATERIALS <br />cT mtels = 3500 pal. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <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 />:21 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />USP MSTAM36 STRAPS EACH STUD <br />((1) STRAPS EACH SIDE) CENTERED <br />w <br />W/ (13) 10d NAILS & (8) Y" TITENS <br />c <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />9STRAPS <br />EACH SIDE) <br />is <br />x <br />2x8 #2 SYP P.T. BASE PLATE <br />W/Y" EPDXY ANCHOR OR y" <br />c <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />J <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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />TNVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />0-1 WALL SPLICE DETAIL <br />\I SCALE: 1" = 1'-0" <br />�•� ••�•�••'• • •• •tip•.•. •1••••.*� •. i <br />tti <br />tiff <br />ti <br />tit <br />L <br />O <br />5'-8" LL <br />O <br />5'-10" LL <br />O <br />5'-8" LL <br />LINTEL PLAN <br />SCALE: Y4'=1'-0" <br />, <br />2 <br />(9 <br />CD <br />ZL$ <br />Z <br />Q <br />a <br />U) z <br />(7 <br />a) <br />-J W <br />DIM <br />V - <br />OLU <br />Ln <br />125 <br />E <br />Ln � <br />o 0 <br />m <br />M <br />W <br />momF- <br />C l0 M <br />N <br />O <br />_ <br />U <br />�p <br />LL OD <br />15 <br />chi c <br />Q�m�o <br />A <br />B <br />1 <br />D. <br />N C B D C <br />�,-�- <br />e� • V <br />E� <br />�41 M A <br />cca�yy�� <br />U <br />CD.Gy <br />w ui <br />�3 O m�:" <br />f <br />L <br />&L <br />. ........ <br />J Q <br />To the best of the Engineer's M1nation, and <br />belief, the structural plans and specifications 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 N <br />0 v <br />LJn <br />r> C) <br />M <br />Q <br />� LL <br />Z0�Uao <br />Fa- <br />• <br />Q <br />Z E <br />W <br />J� <br />J <br />�z <br />Qo- <br />Z <br />f <br />d p; <br />p cc <br />LU <br />Z <br />W <br />O <br />O�LL <br />U <br />F <br />Z lliyyylllll�JJJ <br />L <br />t7 <br />ru <br />L <br />in 3 <br />0 <br />Lu <br />0 <br />'a <br />l <br />z <br />Q <br />OU <br />= <br />illLu <br />W <br />o <br />J <br />gYI= <br />jc <br />do� <br />z <br />g o <br />N <br />J <br />Qoa3 <br />Z <br />Z <br />Ln <br />.. <br />Lua s <br />J <br />T" f <br />LJJ <br />Z~ <br />a <br />Q1 <br />IN <br />Z <br />Z <br />� o <br />0 <br />� <br />� <br />U.J <br />_ <br />¢Di <br />Z <br />uJ <br />rn <br />,--f <br />a <br />Ln <br />f <br />SCALE : AS NOTED <br />DATE : 3/29/2018 <br />TECH: JMUROSIC <br />VERSION NO. 5al <br />SHEET NO. <br />8.0 <br />