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U� <br />U11 <br />LO <br />E <br />40 <br />-2 <br />C:1 <br />01 <br />-.dl <br />Zo <br />r-1 <br />c" <br />t7 <br />V) <br />:19 <br />LO <br />o <br />C) <br />E <br />I'v <br />2 <br />E <br />o <br />E2 <br />CL <br />01 <br />cl <br />C:11 <br />0`1 <br />J9 <br />Cl- <br />c14 <br />GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2. Shore filled lintels as required. <br />3. Installation of [Intel 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 LA 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 extedor 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 <br />Safe vertical load Safe horizontal lo�d­ 0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />Imam <br />8RF14-1B/1T8RF14-0B/1T 81`16-01311T 8F16_1B/1T <br />4-1) <br />T) 9 U <br />8F20-0B/1T <br />(1h <br />"o) <br />bl­-44 1 B/1T 81740 1B/1T 8RF40 0B/1T 8F32 113/11T <br />(-P) (5� <br />\L./ kc) (8 <br />FORM & GROUT SOUD <br />ry <br />L<� <br />ir 0 �__#S BAR CONT. <br />8F12-1B/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 />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />6F16- <br />EB/1T <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL� <br />HEIGHT <br />MATERIALS <br />7.7 `cprecast intels = 3500 psi. <br />2. f'c prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wt <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 A61 5 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 />R <br />IN. <br />BAR AT TOP <br />(1) REQ'D <br />J <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />A 4 <br />4 <br />*-C, M. U. <br />#5 REBAR AT TOP <br />A 4 A <br />-GROUT <br />MIN. (1) REQ'D-- <br />1-1/2" CLEAR <br />4 <br />U) X <br /><1 <br />C.M.U. <br />-#5 REBAR AT <br />du <br />0 0 <br />B0170M OF <br />LINTEL CAVITY <br />U) uJ <br />LU 0 cn'o <br />1- <br />0 <br />-BOTTOM <br />0 8 Ld <br />d2 <br />REINFORCING <br />(i , <br />7-5/8"ACTUAL <br />'PROVIDED IN <br />LINTEL <br />Z d ui a <br />< b <br />i- w <br />> <br />5 REBAR AT BOTTC <br />AS INDICATED <br />'NOMINAL WIDTH <br />(VARIES) <br />U)Zi)X <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 />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 applied to the Steel Box lintels prior to <br />applying the cementitiuos 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 />6-10" LL <br />4'-6" LL 4'-6" LL <br />6'-3" LL <br />5'-10" LL <br />(�) MIN. <br />17'4" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: Y4"=1'-O" <br />co <br />Ce <br />Lu <br />C= <br />2E <br />C, <br />CC C-4 <br />C <br />C= <br />C2 <br />#A <br />CJ <br />C2 <br />.01 <br />i�Sko kVN <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />rawings comply w the 2 20 Florida Bu ing ode - <br />Residential 7th Edition. 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