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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 walis 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 <br />Safe vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />E <br />0 0 <br />M M N N N <br />OM 01 <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F32 1 B/1 T <br />(9 (B (9 (9 <br />FORM & GROUr SOLID <br />J <br />Lld <br />0) #5 BAR CONT. <br />8F 12-1 B11 T <br />(SD <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />ME, <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R RECESSED <br />QTY. OF #5 <br />F_ REBA BOTTOM <br />OF LINNEL CAVITY <br />< Lu <br />B/1T <br />Z <br />002 <br />N 0 <br />Z <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />REBAR AT TOP <br />MIN. (1) REQ'D <br />ALTERNATE POWERS <br />C LEAR <br />STEEL LINTEL <br />0 <br />4 <br />4 .0-C.M.U. #5 REBAR AT TOP <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />-GROUT <br />L U) <br />-#5 REBAR AT <br />0 <br />BOTTOM OF <br />U) - LL, <br />W <br />0, <br />LINTELCAVITY <br />W () U) <br />0 '-4, <br />-BOTTOM <br />W X UJ <br />X 0 1- <br />REINFORCING <br />X < ED <br />M _J <br />7-5/8"ACTUAL <br />11 <br />�PROV DED IN <br />ci W - <br />Z LO <br />�NOMINALWDTH ' <br />LINTEL <br />9 i� W 0 <br />(VARIES) <br />U) Lo X CL <br />MATERIALS <br />1. f'c precast Ii tels = 3500 psi. <br />2. fe 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 wl <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 A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />L NTEL 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. W1 <br />(4) SIMPSON MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />WIY2" EPDXY ANCHOR OR)/2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />,& . Z_� ,�, <br />> > <br />,I <1 <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 app;ied 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 />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 />6-15" LL <br />6-10" LL <br />(�)IVIIN. <br />5'-4" LL <br />00%% <br />ot SEE PLAN <br />"FT/WALL 9'-3" <br />IT _8" KNOCKOUT COURSE <br />W1 (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />SCALE: 1 " = V-0" <br />13'-8" <br />(�)IVIIN. <br />17'-4" ILL <br />51-8" LL <br />5'-10" LL <br />LINTEL PLAN� <br />SCALE: Y4"="O I <br />�7 <br />f <br />C� <br />2! <br />E1,1V <br />x� - - S S <br />7 50 <br />C C, <br />J <br />I po­ <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2020 Forida <br />Building Code - <br />Residential 7th Edition. 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