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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 L/360 vertical deflection, except lintels 17'4' and <br />longer with a nominal height of 8" meet or exceed L/180. <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 verttcal (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 />81`441B/1T8F401B/1T8RF40OB/1T 81`321B/1T <br />FORM k GROUT SOLID <br />v <br />o } �w <br />1 J <br />r �U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />IN <br />fMEN <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 />8 F 16- <br />B/ 1 T <br />00 <br />tNOMINAL. <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />ci-i p ec�mtels = 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. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5 REBAR <br />IN. (1) REQ'D <br />n CL/EAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />_ <br />S° <br />(7 <br />° ° a <br />4 .M.U. <br />#5 REBAR AT TOP <br />2 <br />a ° u <br />MIN. (1) REQ'D { <br />1-1/2" CLEAR <br />Z <br />° A <br />Z <br />4 GROUT <br />D '� <br />° <br />r _J Q `,t u <br />P to H m L /� <br />C.M.U. <br />A <br />5 REBAR AT <br />= N cn t j <br />° BOTTOM OF <br />w z w % _ <br />LINTEL CAVITY <br />o W X w <br />o '-*-BOTTOM <br />o tr Ci O <br />REINFORCING <br />7-5/8"ACTUAL <br />¢ ¢ C7on <br />U. <br />- <br />PROVIDED IN <br />Z o w f, p r� p <br />8" NOMINAL WIDTH LINTEL <br />< w cNo 7 <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />rn In m v. <br />CC <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 />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 />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) Y"x1 a' TAPCONS OR TITENS <br />*CENTER OF STRAP @ T/WALL TYP. U.N.O. <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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />TMALL <br />-fir 1 8" KNOCKOUT COURSE <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = V-0" <br />T <br />O O <br />5'-10" LL 13'-0" LL <br />O <br />8'-0" LL <br />O <br />4'-6" LL <br />10 <br />4 -6 LL <br />GMIN. <br />5'-8" LL <br />MIN.E <br />17'-4" LL <br />LINTEL PLAN - ELEV-A <br />SCALE: Y4"=V-0" <br />'C3 <br />O � O <br />W ni O t0 <br />fL Y <br />1, a C <br />fC Q <br />= <br />ffF_- N <br />W <br />W <br />y <br />rti� N, 0 0 <br />w -- W `,E c <br />M N 'O O <br />CU <br />0 <br />> / CL <br />'o ��• �ti 0 VV V <br />°•� r \ N <br />N <br />"• <br />�J <br />U 0. <br />c.° 0 <br />' <br />w•�w F • <br />es��3Ea3 � <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 />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W v E <br />Q O M "o,a�pk <br />N Cp J LPL <br />Q 5 u.) c0 v) # u, W <br />W �No LLaa <br />a <br />LL LL <br />_ o O <br />��� o <br />13Z cc <br />13 <br />a ��N� Wow <br />da a <br />a <br />ILWr°n�pjO' <br />Z. N M Z C N O <br />Z p V U N <br />M !R <br />Z N o <br />V o 0 <br />lo <br />Z o <br />J <br />d � <br />- N <br />M <br />�-J (D o <br />cn <br />w m <br />V � <br />O <br />w o <br />t) o, 04 <br />U <br />® LLJ J <br />1- t 8 <br />? 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