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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 . 0 <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM do GROUT SOLID <br />O W <br />�U <br />O #5 BAR CONT. <br />81`12-1 B/1T <br />k <br />"V LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />E <br />12 <br />NE <br />10.0 <br />.0 <br />00 <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 />= <br />C7 <br />J <br />W <br />8F16- <br />B/1T <br />Q z <br />CO o <br />m <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />cif precasMintels = 3500 psi. <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 />#5RE <br />MIN. <br />BAR CI'D <br />(1) REQ'D <br />1/2 <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d <br />0 <br />d G d <br />4 <br />.M.U. <br />#5 REBAR AT TOP <br />4 <br />° <br />- <br />D <br />d ` d <br />a <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />d d <br />4 <br />< <br />GROUT <br />f J 0 <br />Q 4 <br />d <br />cn F 0 <br />° . Q <br />C.M.U. <br />5 REBAR AT <br />w <br />4 <br />BOTTOM OF <br />? w <br />w 0 <br />o <br />LINTEL CAVITY <br />V (n' <br />` `� `0 <br />-BOTTOM <br />0¢ Ci O z <br />v <br />REINFORCING <br />Q ¢ 3 M J <br />LL cr <br />7-518"ACTUAL <br />PROVIDED IN <br />LINTEL <br />in <br />Z- O ui' <br />¢ _ - b 5 a <br />t" w 0 cO <br />D D <br />Q L Q <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />" NOMINAL WIDTH <br />(VARIES) <br />CO Lo¢ a n <br />o 0 <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)1/a" 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/ %2' EPDXY ANCHOR OR Y2" <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 />CING <br />1 WALL SPLICE DETAIL <br />g SCALE: 1" = 1'-0" <br />O <br />5-8" LL <br />LINTEL PLAN <br />SCALE: %4"=V-0"', <br />0 r <br />Z M <br />— o <br />Z <br />Q <br />J <br />d <br />Z <br />C <br />n�n , <br />Qw <br />Q <br />•U — <br />O w <br />~ <br />E <br />o0 <br />uZD <br />F— <br />m I` <br />U <br />W <br />E <br />�M <br />0)M M <br />N 'O - <br />U <br />a) <br />O O O <br />C <br />L lL C0 <br />U a) <br />a)u7 <br />U ° no <br />O 1- <br />Q 00) <br />Q O <br />A1 <br />N C B D C <br />fL�Q <br />.,ow <br />... _-I <br />.. 7CP <br />O <br />.w, ��� <br />W O <br />I� CIJ <br />cce) <br />1-- ��, <br />oo <br />� <br />�� M k J <br />���,�, `c LL <br />W V ¢ CL-,— 'I <br />3 <br />414 <br />_ �. <br />H- <br />S�oC the1 <br />CP <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code Sth Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />Z NO <br />a) <br />�0 <br />l/N <br />V / 5 W <br />O <br />> U)M <br />M O <br />;-+ n <br />Ln <br />•L � <br />a cn <br />CA ON <br />Q (1) — Ln <br />f V fl-coo <br />Q <br />' <br />Z <br />WJ C:) <br />MJ <br />OZ <br />za <br />f a <br />w ¢ - a <br />UZOp <br />�'-"�U <br />zww� <br />w� <br />C�Ou8 <br />) �L O <br />U 04 <br />L <br />F O <br />z Z <br />U <br />Q U <br />Z Z <br />Ln <br />1 <br />N0 <br />Z <br />U <br />= <br />J <br />J <br />J a <br />�� <br />J <br />W <br />�oz <br /><N,P <br />T-0,211 <br />X8S <br />O J U a m a <br />a <br />N <br />A <br />1` <br />J <br />Z¢oa <br />w O J <br />LaQa <br />Q <br />Owce <br />° �u <br />Z <br />: <br />Z <br />LU <br />V) <br />Ij.j <br />w p, w <br />U <br />w <br />j a WL o <br />J <br />� <br />L l � <br />V) ~p Z U <br />o9a <br />Ln <br />M <br />Q <br />< <br />Z <br />98 <br />¢wZ <br />�$ <br />ZLn Z <br />a <br />J Z <br />0 <br />� <br />Q <br />J <br />= <br />Ln <br />z <br />a UJ <br />r, <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO- 10 <br />SHEET NO. <br />8.0 <br />