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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 U360 vertical deflection, except lintels IT-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. 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 />FORM dr GROUT SOLID <br />fV 4 <br />0 r W <br />O /5 BAR CONT. <br />8F12-1B/1T <br />O <br />V LINTEL DETAIL <br />SCALE = N.T.S. <br />Ell <br />0 <br />Sol <br />E <br />0 <br />MEMO <br />N <br />0 <br />I <br />0-0 <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 />X <br />W <br />7 = <br />8 F 16— B/ 1 T <br />o <br />,h Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH #5 REBAR AT <br />v <br />TOP <br />NOMINAL - <br />HEIGHT <br />v <br />rn <br />#5REBAR <br />MIN. <br />AT <br />(1) REQ'D <br />LE^� <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />O <br />a °e <br />° ° <br />.M.U. <br />#5 REBAR AT TOP <br />a ° a <br />° <br />GROUT <br />MIN. (1) REQ'D ° Q 1-1/2" CLEAR <br />° <br />D <br />a <br />° <br />° <br />J Q t <br />C.M.U. <br />5 REBAR AT <br />= - rn w <br />° <br />BOTTOM OF <br />in z W - <br />O 1 Uj 4 <br />0 <br />LINTEL CAVITY <br />t��i V ` <br />OTTOM <br />0¢ U O t- <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />< Q C7 J <br />o LL o W a <br />0 3: D i D #5 REBAR AT BOTTC <br />7-5/8"ACTUAL <br />" NOMINAL WIDTH <br />,moo <br />� in <10 �, <o AS INDICATED <br />(VARIES) <br />w � n <br />MATERIALS <br />c preca intels = 3500 psi. <br />2. fc prestressed lintefs = 6000 psi. <br />3. grouted per ASTM C476 fg = 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 />oPrestressing strand per ASTM A416 grade <br />N 7. 270 low relaxation. <br />ao 7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />23 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 />m APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />n APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />LC) <br />cV <br />0 <br />x <br />O <br />J <br />O <br />N <br />C2 <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 cemen6ffuos coating. See contractor specifications <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) STRUCTURAL SHEATHING <br />3 USP MSTAM36 STRAPS EACH STUD r erreruFn pFo nleu wr <br />c� ((1) STRAPS EACH SIDE) CENTERED SCHEDULE <br />W/ (13) 10d NAILS & (8) Y4" TITENS <br />c OR <br />i (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />to STRAPS EACH SIDE) <br />r, SEE PLAN <br />is E a T/1NALL <br />0 2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y" <br />J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE <br />i 32" O.C. & 6" FROM EACH END W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />CL 1 <br />WALL SPLICE DETAIL <br />00 k8 J SCALE: 1" = 1'-O" <br />0 <br />cV <br />0 <br />2 <br />5'-10" LL <br />O <br />5-8" LL <br />O <br />••f <br />fif <br />r, <br />.•h <br />5'-8" LL <br />O <br />17'-4" LL <br />CE) <br />MIN. <br />5'-8" LL <br />O <br />LINTEL PLANI <br />SCALE: Y4"=1'-OSCALE: "=1" I <br />Z fh <br />— o <br />Z <br />Z <br />Q <br />a <br />Z <br />V^), C9 <br />W cn <br />4--J w <br />D U — <br />O <br />= <br />E <br />o <br />�Vi <br />U <br />LU <br />d04 <br />C rC to <br />Oo <br />U� <br />MOM�o <br />�aC> <br />A 1EAU <br />N. C <br />�l <br />A3 <br />I � .5 1 L <br />O <br />"• <br />Z 'S - <br />JJL Z k <br />W N 1l11111 � � o <br />00 O� <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 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 />1f <br />CD <br />Zr4 <br />0 � � <br />I>-r M O <br />Z <br />Cn <br />QU-)'pLn <br />0 <br />ZaC <br />r " L <br />CL .-. <br />U Q <br />00 <br />Q � <br />Z � <br />W <br />J � <br />z <br />W � <br />Za <br />bZ86 <br />U <br />W Z Q <br />2 Z <br />WZW <br />�o!SJ <br />T <br />Z `0 <br />O <br />C <br />, A <br />U <br />LU <br />LL <br /><a <br />o * <br />J <br />� V U <br />IN <br />00 <br />< <br />Z <br />Z <br />"W_I <br />Lli <br />L W <br />ZZ <br />1�� Z <br />Q <br />m <br />O <br />Z <br />LU <br />0 <br />06 <br />g <br />uJ <br />,-i <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSIC <br />VERSION No' 5n0 <br />SHEET NO. <br />8.0 <br />