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3 <br />m <br />n <br />N <br />c <br />x <br />4 <br />J <br />L0 <br />u7 <br />r� <br />LO <br />I <br />N <br />m <br />r- <br />N <br />c <br />v <br />x <br />M <br />cn <br />0 <br />1.0 <br />M <br />I <br />0 <br />a`> <br />'i <br />3 <br />H <br />Q <br />N <br />CJ <br />v <br />a. <br />E <br />E <br />0 <br />0 <br />v <br />c <br />J <br />LZ <br />59 <br />V <br />v <br />0 <br />N <br />U <br />0 <br />i <br />a <br />0 <br />01 <br />N <br />L� <br />N <br />N <br />v <br />a <br />0 <br />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 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.03-0605.05 and 03-0605.04. <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 verttcal (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 G1 .0 <br />Safe vertical load Safe horizontal load - I <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />® © 9 8 <br />FORM k GROUT SOLID <br />CV Q <br />�w <br />J <br />�0 <br />0 #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />F <br />l <br />eE <br />E <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />U <br />a <br />CO <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c-T precast recast lintels = 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 tow relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR <br />IN. <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />- <br />n <br />a °° <br />d <br />#5 REBAR AT TOP <br />2 <br />° <br />G <br />M.U. <br />LLI <br />A-n <br />MIN. (1) REQ'D <br />° 4 <br />1-112" CLEAR <br />J <br />z <br />° <br />° <br />° p <br />z <br />a <br />G <br />GROUT <br />m <br />° <br />_J:C <br />Q 4 <br />n <br />a <br />5 REBAR AT <br />= - to w <br />4 <br />° <br />° <br />BOTTOM OF <br />F u�j z Lu <br />Lou <br />o <br />LINTEL CAVITY <br />T � <br />uJ <br />O i <br />1\ <br />- L Z�\ <br />-BOTTOM <br />o U t- <br />REINFORCING <br />PROVIDED IN <br />Ira 3 m z <br />0 g 6 w ,n <br />- <br />7-5/8"ACTUAL <br />LINTEL <br />¢ O'S <br />D D <br />L, �o <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />8" NOMINAL WIDTH <br />(VARIES) <br />U) � ¢ d- <br />v - <br />11 <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) <br />SIMPSON MSTAM36 STRAPS EACH <br />STUD ((1) STRAPS EACH SIDE) <br />CENTERED W/ (13) 10d NAILS & (8) Y4' <br />TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) SIMPSON 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 />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 manufacturers 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 />8 SCALE: 1" = 1'-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 />(E) <br />MIN. <br />17'-4" LL <br />5'-8" LL <br />O <br />5'-8" LL <br />O <br />5'-10" LL <br />O <br />5'-8" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />�® �.r <br />�-- <br />Rv <br />-r <br />G �- <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specfiications contained within these <br />drawings comply with the 2017 <br />Florida Building <br />Code - <br />Residential 6th Edition. 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