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i" <br />O <br />r <br />NO <br />M <br />cV <br />00 <br />LO <br />i <br />N <br />LO <br />it <br />LO <br />0 <br />0 <br />Z. <br />rn <br />N <br />DD <br />00 <br />E <br />0 <br />O O <br />8F8-1 B/1T <br />O <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 L/360 vertical deflection, except lintels 'I T-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 should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load / j .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 />8F8-0B/1T 8RF6-06/iT . <br />© © O O Or O e <br />O O O O <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />8F20-0B/1 T <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM do GROUT SOLID <br />o a• N w <br />J <br />U <br />O #5 BAR CONT. <br />8F 12-1 B/1 T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />Ei <br />E <br />P <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />= <br />J w <br />F 16- B/ 1 T <br />H J <br />6 <br />ih <br />Z <br />r <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />cif 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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S RAT TOP ALTERNATE POWERS <br />MIN..(1) (1) REQ'D <br />CLEAR STEEL LINTEL <br />O <br />° a <br />4 ° .M.U. #5 REBAR AT TOP <br />a ` n MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />° <br />d <br />D <br />° GROUT <br />n �O <br />Q 4 <br />5 REBAR AT <br />— <br />Q <br />° BOTTOM OF <br />i' to w <br />w w 0 <br />LINTEL CAVITY <br />U) <br />\'Q �'L <br />—BOTTOM <br />O=UOZ <br />o <br />REINFORCING <br />¢ ¢ C, 20 J <br />7.5/8"ACTUAL PROVIDED IN <br />Z O w LO <br />D D <br />'NOMINAL WIDTH LINTEL <br />¢ O 3 <br />�o �, Qo <br />#5 REBAR AT B( <br />AS INDICATED <br />(VARIES) <br />v~) m ¢ a ``. <br />a <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) Y4" 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 Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />OL SEE PLAN <br />T/VVALL <br />rJ-8- KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />0 8 SCALE: 1" = T-0" <br />N <br />O <br />O <br />4'-6" LL <br />6'-6" LL <br />O <br />5'-10" LL <br />(�)IVIIN. <br />5'-4" LL <br />f <br />r; <br />•f• <br />(EMIN. <br />17'-4" LL <br />O <br />5'-8" LL <br />O <br />5'-8" LL <br />O! <br />O <br />5'-8" LL <br />O <br />5'-10" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />M <br />O <br />CD <br />z� <br />Z <br />Q <br />a <br />U) z <br />V) C9 <br /><n <br />+� W <br />� Q <br />0 W <br />3 <br />1,E <br />o 0 <br />U <br />W E <br />N M <br />CCUM <br />co <br />_ <br />U � <br />t � 00 <br />, � 2 F <br />C -.4 <br /><m�< <br />u7 p d <br />Al <br />' <br />x�C� <br />W a IE t--- <br />o r., <br />LIJ r <br />.y Cuf <br />r` �),- <br />ry Lill <br />CILIA. <br />��_` d a <br />'�. f 0 A ✓ <br />CX <br />T �. <br />.p� s-+ry.a• <br />To the best of the Eng�n ��} Jyy}v�rJggf, ation, and <br />belief, the }Ig( j� Ions <br />structural plans a contained <br />within these drawings comply with the 2017 Florida <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 />ON <br />Z <br />0 a <br />0-4 <br />t•>-1 (i) M O <br />„ M <br />Q (- fO Lf) <br />f1 •L <br />Ui <br />Q � U_ <br />ZF- <br />C] M <br />< U a00 <br />Z § E <br />WJ <br />Z <br />C:) <br />J <br />O <br />a�o <br />za <br />z� <br />f a <br />w4�� <br />UZ80 <br />Z0Woof <br />ZZ <br />0 Lu <br />a 0W) <br />O�u_o <br />UFuJ <br />L <br />LA <br />Z Z <br />0 <br />^ <br />L l <br />z <br />Z <br />L.L <br />2 <br />1 A <br />z <br />-v <br />N <br />a <br />¢ <br />U <br />T <br />J� <br />n <br />LL <br />L1J <br />J w <br />u <br />w <br />< Ne Z. <br />a <br />f- <br />° <br />X 86 <br />Utea' <br />7 <br />L_ <br />co <br />a <br />IN <br />Zao J <br />wWZ¢ <br />Q <br />�aa <br />a 3 <br />0 <br />Z <br />u �E <br />W <br />Ln <br />wau <br />aa°o <br />J <br />ri <br />LLJ <br />Q <br />ILI <br />Z <br />n t <br />w 0 <br />~~ <br />� Z <br />M <br />N <br />Z <br />o <br />m <br />� <br />= <br />aZ <br />.-I <br />a <br />(n <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAM ES <br />VERSION NO. 5ol <br />SHEET NO. <br />8.0 <br />