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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.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 />-NEW <br />81`44113/1T8F401B/1T 8RF400B/1T 81`321B/1T <br />L/ <br />FORM & GROUT SOLID <br />CV Q <br />O , #5 BAR COW. <br />8F 12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />sm <br />moon, <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 />w <br />81=16- B/1 T <br />z <br />o <br />•- <br />Z <br />io <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS• <br />chi p ecasflintels = 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 />#S <br />MIN.. <br />R <br />(1) REQ'D <br />(1) <br />-1/2" <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />d a <br />e O n <br />G ° <br />M. U. <br />#5 REBAR AT TOP <br />�' �; <br />a ° A <br />MIN. (1) RE Q'D <br />- 1-1/2" CLEAR <br />LGROUT <br />F <br />C.M.U. <br />5 REBAR ATat <br />,w <br />_ <br />Q <br />BOTTOM OFMy,? <br />w <br />LINTEL CAVITY <br />p X w <br />1 ' <br />-BOTTOM <br />o m U O Z <br />" <br />REINFORCING <br />e.PROVIDED IN <br />LINTEL <br />¢ Q <br />Z LL Ci w i^n <br />¢ ' O ?: � <br />Lo it a <br />�. p <br />Cr G, �% <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />7-5/8"ACTUAL <br />VOMINAL WIDTH <br />(VARIES) <br />a)) <br />n <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 fALT.) <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 />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 -N ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <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 q" 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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />oL SEE PLAN <br />T/VVALL <br />tJ-8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <br />D <br />8'-0" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />B <br />MIN. <br />6-8" LL <br />O O <br />13'-0" LL 6-10" LL <br />(DMIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-13 <br />SCALE: Y4"=V-0" <br />j ~ M <br />, <br />N <br />X <br />c LL <br />- <br />-C ® - <br />N <br />Lo <br />(3CD <br />O <br />- <br />_ <br />2 � C <br />Q <br />O N^^ <br />N <br />N P <br />3. '� <br />y, E <br />c <br />L CU L <br />f <br />>.>� OW <br />�z -it flitZ <br />_•: YL'• ��t/ <br />p�y� � Y <br />�S q'•< <br />`ac`" <br />r•a• �•t <br />�• <br />To the best of the Engineer's knowledge, info oration and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />W <br />R <br />C) <br />vEE� <br />O M " N <br />V <br />O N J <br />m u <br />is <br />O <br />'3 W U) u. d <br />QM <br />V LL a Y <br />@LL, aLU <br />Z <br />O <br />m c O <br />1 <br />Ca 11 <br />CN m O <br />�I <br />Z <br />L <br />a <br />N m Z � to O <br />ML z <br />O U U � 0 <br />W <br />U MWE <br />2 N <br />o <br />z <br />z <br />o <br />Q s. <br />J <br />,n <br />N <br />m <br />w <br />O <br />N <br />UV& <br />U c <br />r - E <br />N 0 <br />I� <br />C <br />M <br />w <br />Z <br />o <br />fl- E <br />� <br />zo <br />.Z <br />>� <br />QN <br />z® <br />wa <br />0OU <br />°E -O¢ <br />Z <br />�¢o <br />WNZm <br />(a <br />O <br />zQwZto <br /><w, <br />oa <br />ZZ <br />go <br />N <br />0- 3 <br />LL <br />d <br />�Z <br />W <br />�LL <br />CD <br />V <br />w <br />°z < <br />a I <br />0 <br />0 Q <br />,.L <br />> CYj <br />Om <br />N <br />i <br />O <br />� � <br />m <br />Ilt <br />I� <br />N <br />O <br />CN <br />C) <br />Lo <br />Q <br />r <br />T- <br />a) <br />W <br />CCN <br />v; N <br />o <br />Z <br />Z <br />E T" <br />E <br />c <br />d <br />U � <br />Q p <br />� <br />JOB <br />NO: <br />22-02360 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />