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GENERAL INSTALLATION N TIES <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 U1 80. <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. Untels 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 />1-0 Safe vertical loaU- Safe horizontal loWd - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />11!1�= <br />Ika <br />L <br />8RF14-1B/1 8RF14-0B/1T 8F16-0B/1T 16-1B/1T <br />MIN 1 <br />WIN 8F20-0B/1T <br />M. <br />8F44 1 B/1T 8F40 1 B/1 T 8RF40 OB/1T 8F32 1B/1T <br />FORM & GROUT SOLID <br />LLJ <br />0 BAR CONT. <br />8F12-1IB/1T <br />(0 <br />'V'LINTEL DETAIL <br />SCALE = N.T.S. <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />F-REBA @ BOTTOM <br />OF LINML CAVITY <br />8F16- <br />B/1T <br />NOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />1. Fc precast lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <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 />7/32 wire per ASTM A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />REBAR AT TOP <br />IN. (1) REQ-0 <br />4 <br />_4LEAR <br />4 <br />4 .0--C.M.U. <br />A <br />_GROU1 <br />-45 REBAR AT <br />BOTTOM OF <br />LINTEL CAVIT <br />_ZOTTOM <br />REINFORCING <br />7�518-ACTUAL DIN <br />f PROVIDE <br />'NOMINAL IDTH LINTEL <br />(VARIES) <br />L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER I <br />L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND S <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP "'r 11-1/2"CLEAR <br />MIN. (1) REIYD��� M --- <br />9cm <br />r, a <br />0 (n C E \-C.M.U. <br />Z 1 Fz <br />0 U X <br />Lu Ln <br />3: -411­�5 REBAR AT B( <br />R AS INDICATED <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 manufacturers specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />4. Lintel depth to match precast delyth. One #5 Bar required at top <br />see lintel planidetails for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitluos 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 />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"xl J" TAPCONS OR TITENS <br />-CENTER OF STRAP @ TIWALL TYP. U.N.C. <br />2x8 #2 SYP P.T. BASE PLATE <br />WIY2" 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 />SEE PLAN <br />T/VVALL <br />I <br />1*--8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. 13'-0" LL 6-10"LL <br />--SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <br />(D <br />8'-0" LL <br />(D <br />4'-6" LL <br />(D <br />4'-6" ILL <br />(DMIN. <br />5'-8" LL <br />(DMIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: Y4"=1'-O" <br />C:* <br />91-4 <br />CM <br />CD <br />C14 <br />C= <br />C-4 <br />cu <br />CL <br />E <br />CU <br />fill" <br />0 <br />Z" <br />-ee <br />Is, :�k <br />-- �3' C4. <br />C <br />U <br />k" <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 Code - <br />Residentiai <br />7th Edition. Engineers signature and seal Is only for <br />the structural angineedng portions of the drawing pages bearing <br />Engineers signature and seal. <br />a <br />W <br />A E 8 c4 <br />s 8 <br />0 <br />U_ <br />11 <br />0 <br />r- L'L uj - <br />N 0 CL LU <br />LL Z <br />0 <br />Z <br />19 <br />0 <br />W <br />04 <br />Z <br />W <br />N Cn Z <br />< <br />Z <br />W <br />(D <br />< <br />V) <br />4-� <br />0 <br />U) <br />C.) <br />LLj <br />U <br />< <br />C� <br />_j <br />W <br />LA_ <br />EL E <br />0 <br />Z <br />E <br />Y 0 <br />Z <br />8 E <br />C.0 <br />itz <br />W <br />L, <br />w ill <br />W <br />M <br />1Z <br />Z <br />�x <br />ZO <br />W <br />M <br />5 <br />Cl> <br />.0 <br />> Ce) <br />0 <br />CN <br />CID LO <br />T_ <br />LO <br />.2 <br />M <br />C) <br />L0 <br />L0 04 <br />E <br />CN <br />to <br />D3 <br />0 <br />Z <br />E T_ <br />E <br />M <br />Q� <br />0 0 <br />1 0 _j <br />'D <br />< 0 <br />JOB <br />NO: <br />23-06107 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />