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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 veritcai (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 />FORM do GROUT SOLID <br />O N W <br />rV <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />on <br />00 <br />e <br />00 <br />1111111 0 <br />01 <br />fe <br />� <br />i <br />� <br />N #5 REBAR AT TOP <br />MIN. (1) REQ'D <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />tNOMINAL. <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />d <br />e e <br />= <br />Z <br />0 <br />d <br />M <br />e° <br />e <br />U Q <br />° <br />az <br />ao 2 <br />n O <br />d <br />z <br />° <br />c0 <br />e <br />° <br />Q <br />0 <br />° .M.U. <br />GROUT <br />5 REBAR AT <br />BOTTOM OF <br />LINTEL CAVIT <br />OTTOM <br />REINFORCING <br />L PROVIDED IN <br />JTH LINTEL <br />(VARIES) <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D-� -� 1-1/2" CLEAR <br />�O <br />C.M.U. <br />w <br />a�yF <br />0 OL. F- X w <br />0XCi0� <br />p V_OW� <br />., O O m <br />5 REBAR AT B( <br />U) � cur,a V <br />AS INDICATED <br />MATERIALS <br />= 3500 psi. <br />STEEL BOXED L <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 />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510, <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />8. Mortar per ASTM C270 type M or S. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel planidetails for bottom steel required. <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />applying the cementitiuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR 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 />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"x1 J" 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 />II _'F T/VVALL <br />IId <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 <br />WALL SPLICE DETAIL 8'-0" LL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <br />(D <br />4'-6" LL <br />D <br />4'-6" LL <br />B <br />MIN. <br />5'-8" LL <br />(K) O <br />13'-0" LL 5'-10" LL <br />E <br />MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: Y4"=V-0" <br />V <br />C <br />4" <br />43 <br />c <br />c m C, N <br />W .� Cam! L <br />CN <br />cc <br />L <br />Ca <br />E <br />Q <br />� v <br />F�S�4a�eidf7 f <br />'j <br />61 <br />yr �21 <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />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 />N <br />W <br />E <br />0 co 8 <br />,{ <br />V <br />0 <br />0 <br />N Co (1 N r` <br />CO <br />C? <br />tl� <br />:3 N G <br />(n�T � <br />N O # <br />vi <br />4 <br />LL <br />J <br />ca J LL W <br />Qj coca <br />Z <br />�$ <br />W <br />-c2OO <br />O <br />p,5 N 0 Y <br />O7 <br />w <br />W <br />ILZ <br />N °� m <br />N 0 <br />,n <br />N r <br />O U U O <br />Z <br />W <br />❑❑ <br />M � <br />Z N o <br />0 0 <br />Z � N <br />1 <br />Z o <br />r/ <br />J <br />V):9 <br />z <br />(D <br />d.J <br />0 <br />M <br />i--J <br />m <br />Ow <br />U0 <br />Ln <br />() <br />w m <br />E <br />- � 8 <br />I <br />! <br />z® <br />C) O N <br />C <br />N <br />Offi <br />M <br />M <br />J <br />w <br />0 <br />Z <br />W <br />Z <br />� <br />U- <br />c6 <br />Zo <br />) N <br />Q o <br />E <br />oLL <br />z® <br />F PO <br />g <br />�o <br />Uo <br />o< <br />Z <br />Z <br />L <br />a z <br />o <br />ww <br />= ro <br />C <br />¢ o <br />Y <br />o� <br />w g <br />m <br />0 <br />zZ <br />m <br />w <br />C/;, 3 <br />0< <br />O <br />38 <br />a <br />W <br />C)% <br />w u�.. <br />G O <br />0 W <br />H <br />r <br />¢ F <br />} O <br />MJ�O <br />M <br />V <br />Iw <br />O¢TU <br />a0 ~ <br />0 <br />0 O <br />i <br />> cy) <br />Om <br />d' <br />ca <br />m <br />c� <br />L- <br />L0 <br />coco <br />cc <br />(.fl <br />C:) <br />oo <br />U) m <br />N <br />LO <br />(6 co <br />0 <br />O <br />d <br />04 <br />LO <br />CV <br />Q <br />M N <br />T <br />E <br />c LO <br />cM <br />o <br />Z <br />co <br />Z <br />E CN <br />r <br />a <br />ra <br />a <br />E <br />16 <br />U <br />cc <br />¢ <br />� <br />JOB <br />NO: <br />23-00504 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />I I J �. - - - <br />.., - I ;TTriflai itt:ai:: U11.1,_i, JLt I!0a1. 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