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02 <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 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 17'1 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 />UIV <br />INTO lu2n - ME <br />ra <br />8F441 B/1 T 8F401 B/1 T 8RF40 OB/1T 8F321 B/1T <br />�µ FORM dt GROUT SOUD <br />• QQ <br />O :i• � LU <br />� J <br />O j{5 BAR CONT. <br />8F12-1 B/1 T <br />0 <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />ME <br />0 <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />w <br />81=16— <br />BM T <br />o <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTP precasilintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 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 />#S REBAR <br />IN. <br />CI' <br />(1) REQD <br />�E R <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />° e <br />° <br />,M,U. <br />#5 REBAR AT TOP <br />° A <br />o <br />GROUT <br />MIN. (1) REO'D ° d 1-1/2" CLEAR <br />D " <br />a <br />° <br />e <br />T <br />n <br />REBAR AT <br />= - w w <br />i- w <br />O <br />BOTTOM OF <br />c%i - <br />d <br />o '-*-BOTTOM <br />LINTEL CAVITY <br />W O X � 1\ Q <br />Q <br />O it U O Z = <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />o < 0 ^ <br />Z- ca M. D <br />¢ =g O 3 i REBAR AT BOTTOIu <br />C po <br />rn I <1° �, Q° AS INDICATED <br />7-5/8"ACTUAL <br />' NOMINAL WIDTH <br />(VARIES) <br />uS 6 <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 />:2 1 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) <br />USP MSTAM36 STRAPS EACH STUD <br />c� <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8) Y" TITENS <br />OR <br />i <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />rE <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y" EPDXY ANCHOR OR Y" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <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 plaNdetalls 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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />T/VVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />0-1 �� WALL SPLICE DETAIL <br />co SCALE: 1" = 1'-0" <br />5'-10" LL <br />O <br />5'-8" LL <br />O <br />•r <br />.v <br />r:} <br />rf. <br />ti <br />5'-8" LL <br />O <br />17'-4" LL <br />MIN. <br />E <br />5'-8" LL <br />O <br />LINTEL PLAN <br />SCALE: Y4'=1'-0" <br />(D!9 <br />Z o <br />Z <br />Q <br />a <br />01) Z <br />V)' (D <br />( <br />(D � w <br />ra_ p <br />�V <br />— <br />0 c <br />E <br />= <br />C) <br />o <br />F— <br />w <br />th <br />Lu <br />00 <br />O <br />_ <br />C) <br />_ 00 <br />Ltij' - 00 <br />��� <br />Q0, <br />Qo <br />A <br />1 <br />14 <br />fw pQQp Qy$8xp.. � � •�_ <br />Roll J) <br />— W <br />WVL <br />in LO <br />Z <br />UM A. inIN <br />'/;Ftftif f❑ <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 Edltlon. 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 />cD <br />N <br />Z <br />0 � N <br />�CD <br />>O <br />M <br />QII Ln <br />0 <br />a V)•�I- <br />U <br />a <br />Z <br />Q 00 <br />ZoC <br />Z fp <br />WJ <br />C:) <br />W <br />za <br />5 <br />a <br />Z 0 <br />DWIZ <br />W <br />O_ <br />/ <br />J <br />U <br />= <br />N <br />aL <br />H <br />W <br />o . <br />: <br />z <br />� �s <br />C-4 <br />� <br />I.L <br />W G <br />ZVI <br />Z <br />` <br />.--I <br />LL2 <br />6 <br />W <br />Ln <br />UJI <br />X <br />Q <br />W <br />Q <br />Z <br />as <br />M <br />0� <br />O� <br />o <br />Z <br />� <br />_ <br />11Z <br />9 <br />O <br />T-4 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO' <br />5ol <br />SHEET NO. <br />8.0 <br />