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a <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 />E E <br />EmIrm WWII <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />(0) © OR Q <br />FORM & GROUT SOLID <br />N Q <br />W <br />Kf0#5 <br />BAR CONT. <br />8F12-1 B/1 T <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />F <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />¢ <br />8F16- <br />B/1T <br />U <br />Q <br />tNOMINAL, <br />tQUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />1. cprecastiintels = 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 />#5 REBAR AT ALTERNATE POWERS <br />( OP <br />MIN. 1) REQ'D <br />° CLEAR STEEL LINTEL <br />A <br />a ,M.U. #5 REBAR AT TOP <br />A ° MIN. (1) REQ'D "" 1-1/2" CLEAR <br />a <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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />�Hot SEE PLAN <br />�Iv T/VVALL <br />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 />Q <br />8'-0" LL <br />O <br />4'-6" LL <br />a ° ° <br />4, <br />GROUT <br />' <br />° <br />¢ tr <br />Lo <br />C.M.U. <br />E <br />5 REBAR AT <br />= ai i j <br />BOTTOM OF <br />}' umy W <br />O <br />4'-6" LL <br />o <br />LINTEL CAVITY <br />r~n <br />o U uJ <br />OTTOM <br />it rj Q <br />REINFORCING <br />¢ ¢ C7 <br />LL <br />7.5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />W r} <br />Z <br />¢ _' C3 O'P <br />` <br />#5 REBAR AT BOTTOM <br />AS INDICATED <br />NOMINAL WIDTH <br />(VARIES) <br />c~n n ¢ 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 />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 />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 />(DMIN. <br />5'-8" LL <br />O a <br />13'-0" LL 5'-10" LL <br />E <br />MIN. <br />17 4' LL <br />LINTEL PLAN - ELEV-A <br />SCALE: Y4"=1'-O" <br />c�a <br />ev <br />cm <br />CT! <br />CV <br />c <br />0 <br />d -fl <br />O w <br />'- <br />ai ate. <br />cc c-1 N <br />�o <br />tR C <br />o cc <br />an y cc <br />3� d <br />E c <br />cxa <br />,aa <br />a3,, aU ra <br />� •_ e� ae <br />�E <br />Cce <br />4- U <br />0 <br />M <br />CV <br />0 <br />CV <br />00 <br />0 <br />M <br />O <br />pr <br />'9 <br />j^ <br />� •No <br />/ <br />e <br />_ / r50 <br />O <br />� <br />P <br />P:n'• STAsICE cF <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 Florida Building Code - <br />Residential 7th Edition. 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