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_H f -1 1 1 1 <br />L_ - <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 th a architectural and/or structural drawings. <br />4. U-Lintels are manufactured with 5-1/2" ong notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. All lintels meet or exceed U360 vertica 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 it 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 provide I in composite lintel in lieu of concrete <br />masonry units. <br />9. Safe load ratings based on rational deI analysis per ACI 318 and AC1530 <br />10. Product Approvals: Miami Dade Count �, Florida Nos.03-0605.05 and 03-0605.04. <br />11. The exterior surface of lintels installed i i exterior concrete masonry walls shall have <br />a coating of stucco applied in accordan �e with ASTM C-926 or other approved <br />coating. <br />12. Lintels loaded simultaneously with ventral (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine Ic ading 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, QUALTY <br />MEN 0 0 0 <br />on <br />so <br />am 0M 00000 <br />on so 0 <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />¢ w <br />8 <br />F 16- <br />B/ 1 T <br />I <br />0� <br />to <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5 REBAR <br />MIN..(1)REQ'D <br />(1) CI <br />2. <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />G ° <br />O <br />d d <br />C <br />d <br />No C.M.U. <br />#5 REBAR A: TOP <br />44 d <br />a <br />GROUT <br />MIN. (1) REG D <br />o <br />° Q 1-1/2" CLEAR <br />_ ° <br />D <br />C d <br />° dt A <br />r, <br />¢ <br />° C.M.U. <br />Q <br />° <br />5 REBAR AT <br />= (n y w <br />e <br />O <br />BOTTOM OF <br />a rn F <br />t <br />Q - <br />o ',*-BOTTOM <br />LINTEL CAVITY <br />w v 0 w i <br />O t' <br />n <br />O � U <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Q ¢ 0' : i <br />z LL 6 W i i <br />¢ _' - uJ i i <br />� Ir a <br />_ <br />D D <br />5 REBAR AT BOTTC <br />°. AS INDICATED <br />7-5/8"ACTUAL <br />' N MINAL WIDTH <br />(VARIES) <br />U) :: <br />° ° <br />MATERIALS <br />ci—f R tl"intels = 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 />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)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 %" <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 m inufacturer's specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to m mufacturer's specifications. <br />3. If lintel is s ratched or damaged refer to Powers Steel for repair. <br />4. Lintel dept i to match precast depth. One #5 Bar required at top <br />see lintel p an/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying # a cementitiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDLLE <br />SEE P -AN <br />T/VVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #E CONT. <br />SEE PU N FOR FILLED CELL <br />SPACINt a <br />1 WALL SPLICE DETAIL <br />SCALE: 1' <br />4'-6" LL <br />C� <br />6'-6" LL <br />E <br />5'-10" LL <br />r <br />rr <br />fr' <br />: <br />fF <br />;r <br />: <br />• <br />f <br />rr <br />: <br />rf <br />• <br />rf <br />rf <br />r' <br />rr <br />•r' <br />G <br />--)MIN. <br />54" LL <br />,rr <br />.. .... ............. .......... <br />"r <br />�E <br />�, MIN. <br />17'-4" LL <br />5'-8" LL <br />;C <br />CA <br />5'-8" LL <br />r <br />5'-8" LL <br />LE <br />E <br />5'-10" LL <br />LINTEL PLAN <br />SCALE:'4 <br />u' <br />z co <br />0 <br />Z <br />Q <br />J <br />z <br />n�n , <br />cn <br />w <br />�U — <br />Ow <br />N � <br />r /) <br />E <br />o <br />in <br />M <br />v , <br />O <br />0 <br />s V U <br />a' M <br />LLI <br />44 F- E <br />C� f0 M <br />NAM <br />CN <br />00 <br />Ua) <br />Y <br />U5n.o <br />u7 O <br />Q m <br />0 0. <br />Q O <br />A1 <br />B D. <br />`a�`, <br />Co <br />I4- <br />ll_. <br />T <br />y'� .; <br />yyJ s <br />u y4 <br />y <br />0)a<4, <br />LLzM44 <br />ac <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 5th 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 />ON <br />Z <br />0 N rI <br />II a--+ O <br />Ili M O <br />Q U-) (U Ln <br />91 <br />'L <br />to <br />Q 0) 0 Lo <br />Q <br />FI M <br />U Q00 <br />a <br />E �- <br />z <br />J 1 W� <br />?z <br />3R <br />a p <br />W <br />z ¢a <br />fa <br />�QWir <br />E80 <br />"Wa <br />p w Z <br />0� <br />OV K LL N <br />w <br />mZo <br />oLn <br />L <br />Q) <br />. w <br />L.I ] <br />} O <br />¢z <br />z w <br />g <br />D <br />Ln70 <br />z <br />o <br />N <br />J <br />0 <br />z <br />V <br />= <br />J� <br />OW <br />��o <br />0 <br />F— <br />ZVtr <br />x06 <br />pJp—, <br />(V <br />J <br />Z oa <br />Q <br />�- <br />Q$ zo <br />Z <br />Z <br />,~-I <br />W o, o <br />�wOF- <br />PH <br />. he¢ <br />V <br />1—I <br />G <br />Q <br />Q <br />Z <br />;'_1 <br />W <br />a�z <br />k <br />Lin <br />z <br />U <br />aZ <br />o <br />g <br />= <br />�z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />8.0 <br />