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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, Ali 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. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />g. 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 verttcal (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 />MIMS <br />MA <br />win" a <br />81744 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />110) <br />t <br />j <br />M <br />IN <br />MMIM <br />TYPE DESIGNATION <br />#SREBAR <br />MIN. <br />ATTOP <br />(1) REca'D <br />ALTERNATE POWERS <br />= FILLED WITH <br />GROUT /USUNFILLED <br />R =RECESSED <br />CLEAR <br />EAR <br />STEEL LINTEL <br />° ' <br />QTY. OF #5 <br />a ° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />z <br />° ° <br />.M.U. <br />T <br />#5 REBAR AT TOP — - <br />CJ <br />w <br />a ° , <br />MIN. (1) REQ'D ° a 1-1/2" CLEAR <br />8F16— B/1T <br />U <br />Q <br />Q <br />Z <br />° <br />" <br />° a 4 <br />° <br />� <br />`oy <br />� <br />z <br />D p <br />° <br />GROUT <br />L <br />r <br />n J Q <br />tNOMINAL. QUANTITY OF <br />° <br />5 REBAR AT <br />F y Z w Q C.M.U. <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />o rn - F 4 - <br />ed <br />TOP <br />LINTEL CAVITY <br />o LU m <br />NOMINAL -°-BOTTOM <br />o ,Ux, d o � " <br />HEIGHT <br />REINFORCING <br />¢ ¢ C7 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />z p w m D J� D <br />z <br />8" NOMINAL W DTH <br />LINTEL <br />C! i 5 REBAR AT BOTTON <br />a Qo <o AS INDICATED <br />(VARIES) <br />co iB <br />4 <br />16 GAUGE POWERS <br />MATERIALS <br />c precast ntels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM Cgat a d3"to psi slump. <br />4. maximum 3/8" aggregate and 8" to 11"slump. <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />ONLY IF NOTED ON LINTEL PLAN <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 />i. Refer to manufacturers specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <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 />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 />applying the cementitiuos coating. See contractor specifications <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) %4' 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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />doL SEE PLAN <br />'-F T/VVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />8 SCALE: 1" = 1'-a" <br />O <br />5'-8" LL <br />LINTEL PLANT <br />SCALE: Y4"=1'-0" <br />t2 <br />Z o <br />Z <br />Q <br />Z <br />W <br />v� <br />W <br />0 LU <br />I— <br />E <br />V) C <br />rr^^ ZD <br />o <br />OM <br />V U <br />m <br />N co <br />W <br />t_o <br />0)m <br />ooN <br />U <br />_ CD <br />U <br />t LL. 0000 <br />co <br />cu <br />I <br />Calf< <br />-le <br />Lo 0-0 <br />0 <br />Q O <br />AB <br />1 <br />N C D C <br />C - <br />/ <br />� p <br />N <br />cca <br />Y �1� N <br />40 <br />_ <br />,ia <br />CO <br />M°�,`O <br />L. <br />�j <br />LL <br />dR Lua <br />IN v .@? ° <br />0xx <br />' <br />♦��;;, <br />El <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 />Z <br />0 <br />O <br />►-, M <br />MLn <br />•L <br />a � <br />U_ <br />�- n <br />U CL00 � <br />Q <br />u <br />z� <br />W J�~ <br />0z <br />�0 <br />3� <br />w� <br />Z 4 <br />� Q <br />Q r <br />1 Z80 <br />z Z Q <br />p w Z <br />J <br />J <br />8 WK u_N <br />m Z <br />O� <br />Z Z <br />8 <br />Lr) <br />g z <br />z <br />O <br />-v <br />N <br />g <br />S <br />o <br />N <br />> <br />N <br />U <br />CL <br />W <br />J <br />W <br />os <br />J <br />0 <br />UKp�•-� <br />oQoa <br />rN <br />1 ` <br />J <br />zu40 <br />W J Z Q <br />Q <br />~�Lu <br />X° <br />�a-o <br />Z <br />z <br />W <br />N <br />ul <br />w0z <br />—1 <br />rl <br />LU <br />LLl <br />¢ LL 5 <br />Q Y a <br />O <br />110 <br />¢ <br />a <br />z <br />a <br />F- <br />¢:�z <br />00 <br />N <br />Z <br />a� <br />U) Z <br />m <br />2 <br />¢LU <br />LU <br />,—I <br />d <br />to <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAN D <br />VERSION N0. 10 <br />SHEET NO. <br />8.0 <br />