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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 LJ360 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 / 1 .0 <br />Safe vertical load + Safe horizontal load `— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />1�ml <br />moos 01111111rim <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 8F321B/1T <br />FORM do GROUT SOLID <br />Lll <br />U <br />O /5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />=ry <br />J <br />w <br />8 F 16- B/ 1 T <br />a <br />z <br />'n <br />0 <br />6 <br />Z <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINA <br />° <br />HEIGHT <br />MATERIALS <br />ci—T' pr�Tntels = 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. Rebar 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 />#5 EBAR .(1)RE <br />MtN) <br />AT TOP <br />RQ'D <br />C1111 <br />LE2AR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />a o a <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />4 <br />" <br />D <br />a ` c <br />a <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />e n <br />° <br />a <br />GROUT <br />J 0 <br />Q L <br />a <br />o F ¢ <br />4 <br />C.M.U. <br />5 REBAR AT <br />= m w <br />Q <br />BOTTOM OF <br />� W Z w <br />w w 0�,- C/j <br />LINTEL CAVITY <br />uJ <br />1\ Z <br />—BOTTOM <br />o Ci O F- <br />REINFORCING <br />¢ < C7 m ? <br />�—` <br />_ <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />°z p wLn <br />� Ct 3: <br />D D <br />#5 REBAR AT BOTTOM <br />VOMINAL WIDTH <br />(VARIES) <br />P <br />to U)it a <br />�o <o <br />AS INDICATED <br />a <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 />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 cementittuos coating. See contractor specifications <br />� JF UB <br />5'-10" LL 6'-6" LL <br />O O <br />4'-6" LL 4'-6" LL <br />(�) <br />MIN. <br />17'-4" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=V-0" <br />T <br />Z co <br />0 <br />—0 <br />Z coy <br />Z <br />Q <br />O <br />Z <br />(nv) <br />Q <br />0 <br />n <br />W cd7 <br />i--J LU <br />t� <br />�U - <br />LU <br />O <br />= <br />F- <br />0 <br />Cn <br />o 0 <br />U <br />(DM <br />Ll_4 E <br />— 8 <br />C N aa cMM <br />M <br />6,9 NO <br />U <br />t LL 00 <br />co <br />4)U) <br />Y <br /><C rn¢ <br />to O d' <br />o <br />Al <br />xCg.DC <br />V/r <br />N @ rr <br />bh4Lu <br />q`J <br />u-i <br />iN CN�• <br />�®IN�%�' <br />4,A/111/Flil!l1EEL�� <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 0 <br />0 <br />> (y) <br />M <br />Q " U Ll) <br />a v) •L <br />a LL <br />tce U CL <br />ob <br />Q E � <br />Z <br />J � <br />W <br />OZ <br />�o <br />Za¢ <br />f a <br />I- <br />UZ00pO <br />ZWwIY <br />jZZ <br />yap,n <br />O�U_o <br />ULU <br />L <br />FtzO <br />w <br />OZ <br />Z O <br />Z <br />'A�` <br />G <br />Z <br />0 <br />Z <br />I.L <br />W <br />w <br />o� <br />0 <br />(Y,)Q�Q <br />a d as <br />N <br />J <br />Zo Q�� <br />Za <br />Q <br />o�gag <br />Z <br />^ <br />gag <br />�o,o <br />w a LL <br />W <br />Lr)a�o~z <br />T-4 <br />UJI <br />Q <br />2: <br />Z <br />Ul) <br />U <br />$�~ <br />�LLJZ <br />M <br />LO <br />Z <br />Z <br />m <br />o <br />� <br />Q <br />= <br />�z <br />LJ <br />r-, <br />a <br />U <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />