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3 <br />v <br />J <br />m <br />LO <br />0 <br />PM <br />12 <br />v <br />C' <br />O <br />cn <br />0 <br />J <br />LO <br />co <br />0 <br />I <br />M <br />m <br />00 <br />v <br />No <br />J <br />LA <br />LO <br />C <br />O <br />1 <br />v <br />Cr <br />0 <br />L <br />a <br />M <br />tV <br />N <br />v <br />Q_ <br />E <br />1-2 <br />0 <br />0 <br />9 <br />i <br />a <br />01 <br />aD <br />L� <br />Cn <br />N <br />O <br />w' <br />0 <br />0 <br />N <br />0 <br />U <br />W <br />0 <br />Cn <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. 7132" 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 />C <br />- • • • i <br />i (9)©. ® ® ' • <br />a a �� <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOUP <br />�U <br />0 #5 BAR CONT. <br />8F12-1B/1T <br />O <br />'y'LINTEL DETAIL <br />SCALE = N.T.S. <br />01 <br />0 <br />a <br />a <br />IKamm <br />€ <br />j <br />E <br />j€ <br />I TI C UCJIUIVHI IVIV <br />F = FILLED WITH <br />#5REBAR <br />MIN. <br />ATTOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />GROUT / U = UNFILLED <br />R=RECESSED <br />-1/2" <br />CLEAR <br />STEEL LINTEL <br />4 ° <br />QTY. OF #5 <br />d O <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />4 ° <br />.M.U. <br />#5 REBARATTOP <br />w <br />a ° a <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />D <br />= <br />8F16- B/1T <br />Q <br />M <br />° <br />° a <br />Eo <br />0 <br />Z <br />C <br />4 ° <br />GROUT <br />' <br />tNOMINA <br />to <br />1 x <br />QUANTITY OF <br />5 REBAR AT <br />= Lu <br />C.M.U. <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />a z Lu <br />W 0 <br />TOP <br />o <br />LINTEL CAVITY <br />w ra <br />NOMINA <br />OTTOM <br />o a 6 o z <br />HEIGHT <br />REINFORCING <br />¢ ¢ Ci 2 <br />7-518"ACTUAL <br />PROVIDED IN <br />u <br />Z d w L <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ C7 cNo <br />5 REBAR AT BOTTC <br />(VARIES) <br />in Di a , <br />AS INDICATED <br />MATERIALS <br />. c precast mtels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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 />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) X" <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 />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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />T/WALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />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 />O <br />4'-6" LL <br />OB <br />5'-8" LL <br />OI MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />"11 <br />C <br />N <br />® o <br />� e <br />>_ LU <br />cm <br />Q <br />o�Co>< <br />CN <br />"> E cc <br />v <br />to <br />,M n <br />� CE <br />a� <br />�E <br />M <br />NO <br />N <br />'a O <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building <br />Code - <br />Residential An Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing <br />pages bearing <br />Engineers signature and seal. <br />W E <br />M <br />So cj <br />co <br />O <br />N <br />ik <br />Y D � 00 fl) <br />�(m0� <br />N <br />9) <br />Q <br />a a <br />dGO <br />m LL LL <br />U <br />Z <br />Z 'S- <br />O o <br />O O <br />a a l6 N (OP <br />cou Q <br />W cR�°'°' <br />- 0 m <br />Z <br />Z LO M Z <br />W <br />N <br />N <br />u) <br />O U <br />Z <br />❑�❑ <br />W <br />co <br />Z N t7 <br />0 00 <br />Z � N <br />Q <br />J - <br />a <br />N <br />M <br />Q)_ <br />�N <br />CIO <br />(� w m <br />O w o <br />A <br />U) <br />U <br />W <br />J <br />E <br />I <br />5 (U <br />�ipllll yI (n <br />i m <br />_ <br />o <br />W <br />� <br />J <br />O <br />L- <br />o <br />ca V <br />zo <br />- <br />�z <br />>m <br />Zo <br />Z® <br />oa <br />m <br />20 <br />0o <br />o (0 <br />o� <br />ZWo¢ <br />GO (� <br />a? I. <br />L <br />o <br />Z <br />o <br />az <br />W Z <br />Z <br />C7 ru <br />� <br />zZ¢ Z <br />10 <br />2 <br />Z-v <br />m <br />=i <br />v2 <br />a< <br />> Z <br /><W <br />gZ <br />> <br />LL <br />a <br />W <br />m <br />ao <br />oZ <br />�k <br />3 <br />J <br />FIB <br />o <br />M <br />uj <br />� o <br />a <br />v <br />o <br />�C:) <br />Lid <br />LO <br />Q <br />CC13 <br />f�- <br />N <br />Ile <br />M .2( <br />LD <br />CV <br />Mm <br />Ln <br />T <br />}j U) <br />N CM <br />�I <br />Q <br />M <br />Q <br />.� o t j <br />LO <br />� <br />Q co <br />T <br />E <br />co <br />o <br />Z <br />E p <br />E <br />4) <br />Q <br />U J Q Q <br />JOB <br />NO: 23-03655 <br />SCALE : AS NOTED <br />SHEET NO. <br />8 <br />