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-v <br />2 <br />v7 <br />r\ <br />N <br />L0 <br />L0 <br />v <br />V) <br />O <br />p <br />Q <br />00 <br />J <br />M <br />c0 <br />0 <br />i <br />r7 <br />Q <br />LO <br />t0 <br />L <br />N <br />LO <br />L <br />v <br />v <br />N <br />0 <br />eo <br />2 <br />0 <br />CN <br />ca <br />0 <br />I <br />M <br />N <br />0 <br />L0 <br />CD <br />L0 <br />v <br />V)i <br />d✓ <br />0 <br />c <br />0 <br />3 <br />C> <br />Q <br />rM <br />N <br />O <br />E <br />0 <br />J <br />a: <br />0 <br />.o <br />U <br />N <br />M <br />O <br />N <br />Lo <br />45 <br />0 <br />0 <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 174" 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.20-0630.16 and 20-0630.15. <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 • O <br />Safe vertical load Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />T611111" <br />: O O <br />O O O o <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T ', r <br />AO © © O O 01 <br />8RF14-1 B/1T 8RF14-OB/1 <br />O�V <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81F321B/1T <br />O O <br />O O <br />T 8F16-OB/1T 8F16-1B/1T <br />., IV <br />FO ® <br />O O <br />8 F20-0B/1 T <br />FORM k GROUT SOLD <br />�w <br />_J <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />(0 <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />a ° <br />R = RECESSED <br />QTY. OF #5 <br />, O <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITYLD <br />a <br />° <br />8 F 16- B/ 1 T <br />U <br />Z <br /><° <br />< ° <br />z <br />d <br />t NOMINA L QUANTITY OF <br />L <br />° <br />WIDTH #5 REBAR AT <br />. O <br />TOP <br />NOMINA <br />° <br />HEIGHT <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />-112" <br />CLEAR <br />M.U. <br />GROUT <br />5 REBAR AT <br />BOTTOM OF <br />LINTEL CAVITY <br />-BOTTOM <br />REINFORCING <br />PROVIDED IN <br />)TH - LINTEL <br />(VARIES) <br />MATERIALS <br />cT�tTintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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 />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) USP OR <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8) Y4"x1 J" TAPCONS OR TITENS <br />*CENTER OF STRAP @ T/WALL TYP. U.N.O. <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 />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />O <br />C.M.U. <br />=-mow <br />WUn- LOU <br />wO�rJri <br />Lu F <br />U m Z <br />Q < 0 <br />ZLi. <br />t7 #5 REBAR AT BC <br />(n N ¢ a AS INDICATED <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 />SEE PLAN <br />T/WALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = V-0" <br />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />COORDINATED WITH THE ELEVATION DRAWINGS <br />4. THE CONTRACTOR IS RESPONSIBLE FOR <br />COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />B <br />5'-8" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=V-0" <br />N <br />t ; <br />dR <br />G i N � <br />m o s <br />Cr <br />_ T <br />ry- <br />c E <br />La o <br />O- J <br />CO <br />INV <br />r). <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />N <br />W <br />a <br />EE <br />ON � <br />G <br />N o <br />N <br />N <br />N n c <br />(A <br />Q <br />13(� <br />N O <br />NM V J <br />C J LL W <br />j wLL a <br />w <br />a a Y <br />Z <br />o <br />r�oo 3 <br />W <br />y o <br />'2,0� o <br />W <br />0 rn <br />to m w <br />LL F <br />0 <br />LO N CV)Z Q <br />ZN <br />O U 1% 8 <br />W <br />❑ ❑ <br />G N (7 <br />_ o <br />QQN <br />O Q <br />a_ v <br />N <br />C/1 <br />� <br />G m <br />U <br />0 <br />o <br />c_ <br />uMa <br />U*) <br />we <br />L; c <br />m <br />_ £ <br />U ) <br />C � y <br />/®Q <br />N � <br />44 <br />O <br />cD <br />J <br />z <br />Q <br />� <br />fd <br />Z <br />E u <br />Z <br />oa <br />F <br />C <br />a <br />w <br />C/i L <br />3 zQ <br />m <br />Zp O <br />m <br />�z <br />4O <br />U5 y <br />OT <br />w <br />a <br />c w <br />m <br />¢ <br />Lo >r <br />v <br />ola <br />° 3 <br />.o <br />c O <br />> r <br />LOrn <br />Y , <br />Q <br />0 <br />00 <br />o <br />o <br />O <br />Y <br />T <br />� Y <br />U <br />oNO <br />J <br />O <br />L <br />T <br />,_J <br />U- <br />I <br />O <br />Lid <br />.0coM <br />m CV <br />LO <br />co 04 <br />NQ <br />co <br />(o <br />ui <br />E <br />c <br />(D <br />iri <br />o <br />Z <br />m <br />Z <br />� <br />E O <br />@ <br />a <br />E <br />O <br />U <br />o w <br />Q o <br />c <br />� <br />JOB <br />NO : <br />23-06132 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />