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3 <br />LO <br />0 <br />L0 <br />LO <br />v <br />cn� <br />0 <br />u7 <br />O <br />O <br />J <br />rn <br />O <br />I <br />A <br />LO <br />00 <br />C) <br />LO <br />v <br />fn <br />0 <br />Q <br />u7 <br />C) <br />0 <br />0 <br />J <br />t� <br />M <br />O <br />I <br />N <br />LO <br />L0 <br />0 <br />0 <br />V) <br />0 <br />LY <br />H <br />cV <br />N <br />CL <br />v <br />E <br />H <br />y <br />aC� <br />E <br />O <br />Z <br />0 <br />G <br />J <br />N <br />LZ <br />O <br />a <br />c <br />U <br />rn <br />U <br />2 <br />U <br />i <br />z <br />I <br />i <br />0 <br />v <br />J <br />CD <br />N <br />M <br />c <br />O <br />Nd <br />CV <br />O <br />cV <br />N <br />0 <br />rn <br />Q <br />v <br />to <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 1 T-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 . 0 <br />Safe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />UIV <br />10 0 1 <br />-, umm BE I kWJ IWO <br />C a (F) 9 a <br />V1.101.0 11'. Kim! 8 <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1 B/1T <br />FORM & GROUT SOLID <br />O N W <br />� � J <br />U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />f <br />1 <br />Em° <br />E <br />� <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 <br />W <br />81-10MT <br />¢ <br />o <br />r <br />tNOMINAL QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />° <br />HEIGHT <br />MATERIALS <br />cTi' pr��ntels = 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 />& Mortar per ASTM C270 type M or S. <br />#5 REBAR.(1)RE <br />MIN. <br />TTOP <br />(i) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />O <br />e ° e <br />.M.U. <br />#5 REBAR AT TOP <br />e ° e <br />° <br />GROUT <br />MIN. (1) REQ'D <br />�'� <br />� o <br />G <br />1-1/2" CLEAR <br />° <br />e e <br />° <br />° <br />e <br />Lev)¢ <br />-- �' <br />C.M.U. <br />5 REBAR AT <br />= w <br />- <br />° <br />O <br />BOTTOM OF <br />a- U)z w <br />O <br />LINTEL CAVITY <br />w <br />-BOTTOM <br />0rrd0Z <br />REINFORCING <br />PROVIDED IN <br />Q O m J <br />Z LL o w <br />7-5/8"ACTUAL <br />40MINAL WIDTH <br />LINTEL <br />Q d <br />L <br />#5 REBAR AT BOTTO <br />(VARIES) <br />rn n a <br />t� ', % a <br />AS INDICATED <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 />USP MSTAM36 STRAPS EACH STUD <br />((1) STRAPS EACH SIDE) CENTERED <br />W/ (13) 10d NAILS & (8) Y4" 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/ %" 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 manufacturers 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 />4'-6" LL <br />O <br />L <br />MIN, <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=V-0" <br />CCA <br />F� <br />a C4 <br />_ F <br />s� a 3 <br />Ix �' <br />J U <br />oW <br />CV <br />CV <br />co <br />O <br />rF- <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 7th Edition. 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