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0 <br />v <br />0 <br />J <br />v <br />0 <br />5 <br />Cl- <br />to <br />N <br />5i <br />0 <br />0 <br />LJ <br />0 <br />Z <br />UJ <br />W <br />r <br />m <br />v <br />r� <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 �� . O <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />�> i - �•; JiF E FORM & GROUT SOLID <br />8F8-1B/1T 81`8-1 8RF6-0B/1T W <br />AO © © 0 O O O <br />• 0 0 0 0 0 #5 BAR CONT. <br />8RF14-1B11T8RF14-0B/1T 8F16-08/1T 8F16-1B/1T 81=12-113/1T <br />81721 <br />© "V" LINTEL DETAIL <br />I4'• - P SCALE = N.T.S. <br />so <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 />J Lu <br />8F16- B/1T <br />a <br />ib � <br />� Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D <br />G e 1/2" <br />CLEAR <br />0 <br />e a <br />e <br />a <br />e <br />e <br />a <br />e e <br />a GROUT <br />a <br />° <br />5 REBAR AT <br />" 0 <br />BOTTOM OF <br />LINTEL CAVIT <br />-BOTTOM <br />REINFORCING <br />7-5/8"ACTUAL <br />PROVIDED IN <br />'NOMINAL WIDTH <br />LINTEL <br />(VARIES) <br />MATERIALS <br />c precast Intels = 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. Rebar 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 />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 SPF STUDS @ 16" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAPS EACH <br />STUD ((1) STRAPS EACH SIDE) <br />CENTERED W/ (13) 10d NAILS & (8) Y" <br />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 />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D- <br />x <br />� U) <br />ro, UJ <br />9 w <br />p ui X LU <br />w <br />�¢UOZ <br />Z O W N <br />d- bC :N <br />�1ow0 <br /><n n x o. 'n <br />1-112" CLEAR <br />C.M.U. <br />#5 REBAR AT BOTTON <br />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/VVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />SCALE: 1" = 1'-O" <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 />4'-6" LL <br />MIN. <br />L <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1 r-0" <br />O <br />u.a <br />mr' <br />s� o <br />C IC C.> N <br />m <br />Vl .Ly N .0 <br />3 = °' <br />E <br />�cc <br />C = <br />c E <br />�o <br />,i <br />a <br />Qtl' <br />0 <br />L. <br />rr <br />(fill 1101t ioll <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />yy W <br />IdJ <br />v E <br />@ <br />® <br />Y co a) fD r <br />.5W <br />tly <br />PA <br />,0 N so # <br />U) r it LL <br />LV• <br />14 <br />cc:-J LL <br />�� <br />0ILL <br />w <br />LL d <br />J Li- Y <br />a <br />-- <br />Z <br />a <br />L m o <br />W <br />02r--a' m w <br />Cn <br />i <br />a <br />LL <br />N Z d ui <br />M <br />N <br />Q G! O <br />00 d 0 <br />rZ <br />c) rn <br />M � <br />z N M <br />o 00 <br />�J1/ <br />z o ad <br />N <br />M <br />z <br />U o <br />LU <br />O <br />V) <br />w o <br />r Y <br />ws <br />U <br />w <br />K.. <br />J <br />E <br />8 <br />£ ai <br />a <br />U o y <br />rn <br />W Y <br />a N - <br />o <br />co <br />CS <br />M <br />Z <br />O <br />1 <br />� <br />LL <br />C6. o <br />E U <br />CID <br />Zo <br />z <br /><= <br />Z o <br />oa <br />I- r6 <br />o E <br />2� <br />&a <br />w� <br />00 <br />o< <br />Q <br />Z <br />co <br />wo <br />ww <br />N <br />rz J <br />=(a <br /><om� <br />0 <br />m J <br />m <br />Q W <br />F tl <br />oa <br />�z <br />o <br />a <br />co �j <br /><0 <br />z <br />=H <br />O <br />m <br />I- <br />o <br /><� <br />W <br />Wo <br />zIa= <br />¢ <br />0 <br />2 O <br />w / <br />t O <br />u <br />0) <br />m <br />Q <br />C7 <br />N <br />o <br />o <br />N <br />T <br />Y <br />� O <br />J <br />N <br />m <br />m <br />o <br />LO <br />�, <br />r <br />4-1 <br />O <br />ILL CM <br />M <br />I <br />IJ O <br />O <br />L!') <br />m <br />) <br />00 <br />N <br />CDw! <br />' <br />0 <br />m <br />� 0 <br />CO <br />o <br />z <br />z <br />E r <br />tri <br />N <br />m <br />a <br />o <br />U <br />_0 w <br />Q p <br />� <br />JOB <br />NO: <br />23-06137 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />r_ <br />4 <br />