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I !m 1 <br />c <br />v <br />v <br />O <br />r <br />N <br />N <br />ao <br />00 <br />n <br />N <br />c <br />x <br />0 <br />J <br />N <br />M <br />N <br />0o <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'-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 verical (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 />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F321 B/1 T <br />FORM & GROUT SOLID <br />4 w <br />O /5 BAR CONT. <br />8F12-1B/1T <br />'V LINTEL DETAIL <br />SCALE = N.T.S. <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />8 F 16— <br />B/ 1 T <br />U <br />a <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />REBAR#5 <br />MIN..(1)(1) <br />REQ'D <br />1/2 <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />O <br />°a <br />#5 REBAR AT TOP <br />_ <br />c7 <br />° <br />° <br />M. U. <br />w <br />n° a <br />MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />Q <br />° <br />o <br />° n e <br />Z <br />° <br />GROUT <br />° <br />n J Q <br />C.M.U. <br />w <br />5 REBAR AT <br />= N rn w <br />° O <br />BOTTOM OF <br />rn ? w - <br />a <br />o <br />LINTEL CAVITY <br />Lu W 0 X w ` n <br />L\ <br />-BOTTOM <br />o a ci O z • <br />REINFORCING <br />C a C� in <br />— <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z D D <br />8" NOMINAL WIDTH <br />LINTEL <br />a - O 3 m #5 REBAR AT BOTTO <br />y U) C Qo �o AS INDICATED <br />(VARIES) <br />MATERIALS <br />c� prec5 intels = 3500 psi. <br />2. fc prestressed lintels = 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 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 />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 manufacturers 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 />0 2x8 #2 SYP STUDS @ 8" O.C. W! (2) STRUCTURAL SHEATHING <br />31-- USP MSTAM36 STRAPS EACH STUD ATTACHED PER NAILING <br />1 ((1) STRAPS EACH SIDE) CENTERED SCHEDULE <br />W/ (13) 10d NAILS & (8)Y" TITENS <br />o OR <br />o (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />E (4) USP MSTAM36 STRAPS ((2) <br />9 STRAPS EACH SIDE) &, SEE PLAN <br />T/VVALL <br />= 2x8 #2 SYP P.T. BASE PLATE <br />o W/ Y" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE <br />i 32" O.C. & 6" FROM EACH END - - W/ (1) #5 CONT. <br />0 <br />a? <br />c — SEE PLAN FOR FILLED CELL <br />c __r SPACING <br />0 — <br />N <br />UL) <br />.o <br />-- <br />CL <br />IL WALL SPLICE DETAIL <br />2 k Q I SCALE: 1" = 1'-O" <br />0 <br />OE <br />4'-6" LL <br />U", <br />L <br />OE <br />5'-10" LL <br />CG) MIN. <br />5'-4" LL <br />:f <br />E <br />MIN. <br />17'-4" LL <br />J <br />5-8" LL <br />5'-8" LL <br />A <br />5'-8" LL <br />O <br />5'-10" LL <br />LINTEL PLANT <br />SCALE: Y4"=1'-0" <br />�, <br />(9 .- <br />Z C, <br />— o <br />Z <br />Z <br />Q <br />^^V)' (D <br />+__J w <br />OLU <br />V) <br />E <br />C/) <br />U <br />o 0 <br />m <br />W <br />y`�d U <br />8 <br />a J. <br />�M <br />C @ M <br />0 C> <br />O <br />_.�,'i <br />000 <br />YLL <br />W n <br />C, <br />Q� <br /><o <br />�� <br />I <br />//r <br />oO <br />a $x� <br />JJL ' <br />3i C.7 <br />,�` <br />' o= <br />To the best of the E is dw die - orma-and <br />belief, the structural pia ,sppecificatiovq@ fined <br />within these drawings compl��(i0 ¢�LV orida <br />Building Code -Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />zC) <br />n <br />0 <br />M <br />� � M O <br />aV)vLr) <br />i2 Ln•Ld' <br />¢ U_ <br />Z <br />ce U Cl o <br />< <br />W <br />Z�1-C. <br />J� <br />W <br />Z a <br />r17 <br />UZ°O <br />Z� <br />U L4 w <br />wLu0J <br />El 8 <br />u <br />O <br />04 <br />L <br />W <br />u, <br />g o <br />Q V <br />L43 <br />1 n <br />z <br />N <br />¢ <br />o <br />Z <br />a <br />U <br />= <br />LUQ�Q�o <br />LLu <br />� <br />F, <br />O <br />J C) <br />O <br />z <br />X <br />R. <br />rJA <br />doa <br />Q Z Q <br />Q <br />Z <br />~Cg <br />HMO <br />$��o <br />W <br />Lf) <br />v_ <br />J <br />rl <br />LU <br />X <br />52 Z o <br />$a~ <br />N <br />Q <br />Z <br />Z <br />��Z <br />Z <br />O <br />N <br />Z <br />tu <br />W <br />�o <br />aZ <br />,- 4 <br />a <br />U0 <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO. 5 . <br />SHEET NO. <br />8.0 <br />