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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 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 />O O O � O '• <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />O © © O O O O <br />O O O O <br />8RF14-1B/1T 8RF14-OB/1T 81=16-013/1T 8F16-1B/1T <br />81`441B/1T8F401B/1T 8RF400B/1T 817321B/1T <br />;: � , ; <br />FORM do GROUT SOLID <br />a. <br />o <br />_N W <br />`- U <br />O <br />#5 BAR CONT. <br />8F12-1 B/1T <br />O O <br />C <br />8F20-OB/1 T <br />® <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />ME <br />M <br />I'm <br />i <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />6 F 16- <br />B/ 1 T <br />U <br />tNOMINAL.L <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />S <br />C7 <br />LU <br />0 <br />Z <br />#5 .(1) RAT TOP ALTERNATE POWERS <br />MIN. (1) REQ'D <br />a e 1/2 STEEL LINTEL <br />CLEAR <br />G Oe <br />G °—.0—C.M.U. #5 REBAR AT TOP <br />a ° n MIN. (1) REO'D 4 1-1/2" CLEAR <br />° • <br />° <br />GROUT <br />° <br />5 REBAR AT <br />° O <br />BOTTOM OF <br />LINTEL CAVIT <br />0 <br />"'W—BOTTOM <br />REINFORCING <br />7-5/8"ACTUAL <br />PROVIDED IN <br />NOMINAL WIDTH <br />LINTEL <br />(VARIES) <br />MATERIALS <br />cT f precast lintels = 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)Y" 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 />D <br />�L�m <br />�U)zLu <br />Lu <br />Z"d w � �D . <br /><- 3:N <br />U)n lr CL � o A <br />/*] <br />4 r-1 `—C.M.U. <br />Z' <br />D #5 REBAR AT E <br />04 AS INDICATED <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 />FRUCTURAL SHEATHING <br />FTACHED PER NAILING <br />'HEDULE <br />;EE PLAN <br />/WALL <br />KNOCKOUT COURSE <br />/ (1) #5 CONT. <br />=E PLAN FOR FILLED CELL <br />"ACING <br />1 WALL SPLICE DETAIL <br />SCALE: 1" = 1'-0" <br />5'-10" LL <br />6'-6" LL <br />O <br />4'-6" LL <br />O <br />VMA <br />... <br />. . . . . . .. . . . . . . . . . . . . . . . . . . . <br />5'-4" LL <br />O MIN. <br />... <br />t : <br />5-10" LL <br />O <br />5'-8" LL <br />O <br />:ti 5'-8" LL <br />MM(X) <br />5'-8" LL <br />O <br />17'-4" LL <br />(E� MIN. <br />LINTEL PLANT <br />SCALE: Y4r'=1'-0" <br />L3 <br />0 <br />z M <br />o <br />O <br />_ <br />Z (0 <br />Z <br />J <br />CL <br />d <br />Z <br />O <br />cn/) (D <br />W C/� <br />i--� W <br />C) <br />V <br />LU <br />L <br />~V) <br />0o� <br />0 <br />�O <br />U <br />Fn r-- <br />M <br />W <br />I— <br />8 <br />AM co <br />T :2cM <br />O O O <br />t LL co <br />Ly ) <br />o <br />Q to <br />05 C,. O <br />iD 0 q- <br />rnQ 6 <br />A� <br />BD® <br />N C H D C <br />R ~ <br />00' .�✓ CV <br />co®��/ <br />lf9✓ N <br />n . <br />�•. <br />u� o <br />L <br />LU u ; <br />ci�,,, 7 ' <br />la -& <br />°SLUo <br /><I: .L.. <br />./. - o o�p," L ON�.' <br />UM <br />0 <br />Q -^. <br />U••....• <br />OR <br />W S S I O <br />Q ,\,�\ <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 />CD <br />0 <br />Z <br />0 vr-, <br />" IJ Q <br />1-4 M O <br />M <br />LL <br />H (1) Ln <br />Q n <br />rn <br />oC U M ' I <br />Z <br />00 <br />Q <br />Z § E <br />Z <br />WJ C:) <br />OZ <br />Zo <br />C <br />za <br />f a <br />air <br />�ZUOO <br />ZW <br />W j QKQ <br />= Z Z <br />� 0- <br />uJ <br />C1 <br />UFLU <br />U) <br />ZZ <br />>o <br />fZ <br />Z <br />g <br />r) <br />L 1 <br />< <br />Z <br />U <br />= <br />N <br />—J <br />uJ <br />[U°o <br />f <br />O <br />f-- <br />Uo'n <br />N <br />Z <br />a a <br />Z <br />J <br />Z W Z J <br />�Qa Q <br />Q <br />opa-Z - <br />Z <br />Z <br />L(i <br />CY <br />a Wf <br />o <br />LU <br />J <br />r-I <br />LL1 <br />2 <br />Q <br />W <br />Q <br />Z <br />Q ° <br />cn 0 z u <br />o '� a <br />�Wz <br />Lii <br />tO <br />z <br />a � <br />U) <br />0 <br />Lli <br />Q <br />J <br />UJI <br />_ <br />Z <br />¢ z <br />� <br />r, <br />r1 <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 />v <br />•.ram*. <br />- - - - — - <br />u-��'�.r� . � r u :rA . a:. a��, .din --� , u.ra: -Aw 7'I- -1 - - I T <br />