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3 <br />Q <br />It7 <br />n <br />N <br />r0 <br />t0 <br />0 <br />C/7 <br />0 <br />Q <br />0 <br />C14O <br />J <br />t� <br />N <br />in <br />0 <br />I <br />J <br />Q <br />n <br />N <br />L0 <br />i <br />0 <br />C <br />C <br />Vi <br />0 <br />N <br />0 <br />J <br />N <br />iD <br />O <br />I <br />r� <br />N <br />10 <br />C] <br />u7 <br />to <br />!P <br />i <br />C <br />Cr <br />0 <br />d <br />t� <br />Q <br />N <br />O <br />0 <br />Q <br />E <br />F�- <br />E <br />0 <br />_ <br />0 <br />c <br />J <br />0 <br />0 <br />0. <br />tZ <br />0 <br />0 <br />0 <br />Ih <br />0 <br />to <br />Ln <br />45 <br />Cr <br />LLJ <br />a <br />Z <br />a <br />z <br />Q <br />Q <br />m <br />6 <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 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.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 / .0 <br />afe vertical load Safe horizontal load `- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />FORM & GROUT SOLID <br />O N Lij <br />- r U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />(0 <br />W" LINTEL DETAIL <br />ON <br />ON a <br />0 <br />ON <br />IN <br />ON 0 <br />.E.1`11 <br />MENNEN <br />M <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 />m <br />f NOMINA <br />L <br />L QUANTITY OF <br />T <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5 <br />MIN... <br />BAR 1)RE AT TOP <br />(1) REQ'D <br />1/2 <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d <br />O <br />e <br />d <br />#5 REBAR AT TOP <br />C7 <br />a <br />M. U. <br />w <br />a ° d <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />z <br />d <br />z <br />d <br />a ° <br />GROUT <br />Zo <br />= <br />J <br />d <br />m ¢ w <br />C.M.U. <br />5 REBAR AT <br />=j <br />° O <br />BOTTOM OF <br />U) <br />LINTEL CAVITY <br />o U F) n� <br />zOTTOM O Ir U O <br />REINFORCING <br />PROVIDED IN <br />¢ O ¢ ^ <br />Z I'-- C) w <n <br />- <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ i d 3: � <br />#5 REBAR AT BOTTC <br />(VARIES) <br />~n In M a �` <br />AS INDICATED <br />MATERIALS <br />cr p1 recasflintels = 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 />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/ %" 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 />bonding agent must a lied to the Steel Box lintels prior to <br />5 A bo g g b applied e <br />applying the cementitiuos coating. See contractor specifications <br />RUCTURAL SHEATHING <br />TACHED PER NAILING <br />:HEDULE <br />EE PLAN <br />(WALL <br />KNOCKOUT COURSE <br />(1) #5 CONT. <br />E PLAN FOR FILLED CELL <br />ACING <br />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 />O <br />5'-8" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1 t-0" <br />-- <br />0 <br />o <br />m >e- <br />s cc p s- <br />C-4s <br />'C as <br />a� a- �' G <br />w w <br />to 4W f) <br />y Cc <br />y <br />=F_ <br />c0 0 <br />d v <br />0 <br />G'-'e t q ik, <br />uA <br />00 <br />v <br />o <br />•, <br />No <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and spec cations contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />J W <br />v E <br />0 o <br />N C o <br />Lf <br />N <br />�8toJ <br />a <br />Mr`O � w <br />N V J <br />c ` <br />m t�i aw <br />ci <br />Z <br />- -o a Y <br />m c � cn <br />L <br />W <br />o <br />y o <br />�ncD O <br />e W <br />to rn 0-) <br />m <br />Z <br />J <br />U N Z ¢ <br />m <br />N ¢ Cr O <br />OU <br />'a W <br />❑ ❑ <br />V M <br />z N M <br />0 0 <br />Z <br />N <br />Q o ¢ <br />� <br />� <br />r I <br />N <br />z <br />QJ <br />o <br />u <br />.4--1 <br />w <br />O <br />w o <br />C:f N <br />�N <br />U � <br />c <br />W <br />E <br />I�Il�il I� j <br />C rn d <br />Q N <br />w®� <br />�® <br />O <br />J <br />W <br />f9 <br />M <br />M <br />J <br />w ¢ <br />O <br />Z <br />Z <br />Q <br />� <br />LL <br />z o <br />Z <br />Q N <br />>2 ® <br />E <br />E U <br />o Z <br />Z 0 <br />oa <br />F� rt3 <br />20 <br />- O <br />o <br />&'0 <br />o <br />�o-Z <br />-Z <br />C/D <br />r <br />ru <br />a <br />m 0 <br />Z�Z <br />m <br />h m <br />a <br />o¢ <br />2 Z <br />go <br />cn <br />T y <br />> <br />w ¢ <br />a z <br />Z <br />W <br />O <br />m <br /><p <br />OZ <br />IF <br />~ <br />I <br />�O <br />J Y <br />¢ <br />W <br />T <br />> O <br />WJM <br />V <br />d = <br />00 <br />zl G <br />3: <br />LOrn <br />LO <br />m <br />Q <br />as <br />N <br />0 <br />_ <br />Yco <br />m <br />M <br />LO <br />T <br />*r <br />1.d <br />m <br />Q <br />p <br />U) <br />L_ co <br />CD <br />LO <br />m N <br />LO <br />NQLO <br />E <br />ro <br />r <br />v; L0 <br />z <br />Z <br />E <br />f6 <br />fC0 <br />a <br />E <br />0 <br />0 <br />Q o <br />� <br />C <br />� <br />JOB <br />NO: <br />23-06127 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />: r I'.. . 11 i. 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