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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 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 1.0 <br />a e vertical loa Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />i <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 08/1T 8F321B/1T <br />FORM & GROUT SOLID <br />W-11 <br />4 ,•• N Lli <br />J <br />/5 Btit CONT. <br />8F12-1B/1T <br />O <br />W" LINTEL DETAIL <br />SCALE - N.T.S. <br />0 <br />MIN <br />0 E <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />i <br />tNOMINAI, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTi" precasilfntels = 3500 psi. <br />2. fc prestressed lintels y 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi wl <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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#SR <br />M IN.. <br />(1)(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />_ <br />G ° <br />C7 <br />° ° ° <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />a ° ° <br />MIN. (1) REO'D <br />1-1/2" CLEAR <br />a <br />z <br />° <br />z <br />° <br />GROUT <br />TD <br />° <br />^ -j X <br />° <br />rn ¢ <br />'A ~ <br />C.M.U. <br />5 REBAR AT <br />° <br />BOTTOM OF <br />a w <br />o-BOTTOM <br />LINTEL CAVITY <br />ulo U O rn <br />w <br />REINFORCING <br />PROVIDED IN <br />a (rd $ <br />¢ ¢ 0 <br />u- d n <br />7.5/8"ACTUAL <br />" NOMINAL WIDTH <br />LINTEL <br />� 6 <br />#5 REBAR AT BOTTC <br />(VARIES) <br />� b s <br />AS INDICATED <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 />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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />--STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SCHEDULE <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8) Ya"x1 J" TAPCONS OR TITENS <br />'CENTER OF STRAP @ TMALL TYP. U.N.O.ou <br />SEE PLAN <br />u <br />T/VVALL <br />2x8 #2 SYP P.T. BASE PLATE <br />I - <br />W/ Y2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />8" KNOCKOUT COURSE <br />32" O.C. & 6" FROM EACH END <br />=_ <br />- <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <br />O O <br />6-10" LL 13'-0" LL <br />O <br />8'-0" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />MIN.B <br />6-8" LL <br />MIN. E <br />17'-4" LL <br />LINTEL PLAN - ELEV-B <br />SCALE: Y4"=1'-O" <br />N <br />N <br />C" <br />_ <br />N <br />>W <br />� <br />a� o <br />fOm>4 <br />N r0 O <br />N�occ <br />N <br />a � ­4 Y <br />a. a� <br />'- <br />� 3 <br />u d <br />� � T <br />c E <br />co 0 <br />ry u <br />0 <br />M <br />O <br />N <br />0 <br />00 <br />NO <br />s; <br />_ O • STA I L. <br />..;; •. � <br />, <br />14 <br />1 <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 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0 <br />M p0 <br />V <br />a O c # J <br />to <br />5JV Ji w <br />Q <br />aj _j o O <br />0 <br />CQu'LL <br />_ Z <br />0�o <br />Z <br />2,04 � O <br />` <br />W <br />O 1- ¢ z <br />Z <br />ILILW <br />OD C <br />N M Z y <br />�,� <br />Vim <br />O Ci ❑❑❑ <br />W <br />Z t"' <br />Z <br />Q � <br />o_ <br />CDC1 <br />�� <br />(� <br />cn <br />w <br />� <br />U <br />m <br />O <br />w $ <br />�ro <br />NN <br />1 <br />w m <br />z <br />OfID <br />Q Y <br />• <br />Q <br />N W <br />.4 <br />i <br />w <br />z <br />c•9 <br />n u <br />® <br />L E <br />� <br />r=� <br />as <br />o <br />I- r0 <br />p <br />V <br />z <br />.00z <br />d <br />no <br />mo <br />Cn ro <br />�Y <br />2W <br />z <br />J <br />.0 <br />> Z <br />� <br />� <br />s <br />a'tl <br />z <br />a <br />W <br />LL <br />7 <br />�o <br />a= <br />0 <br />OU <br />O <br />d' <br />M <br />0 <br />(U <br />L <br />O <br />co U1 <br />M <br />= N <br />�- <br />Q <br />J <br />N <br />U o <br />m <br />N <br />~ <br />0 <br />_ <br />O <br />Y <br />U M <br />O <br />O <br />� <br />m C'4 <br />Qi <br />N <br />LO <br />N <br />Q <br />CV) <br />CM <br />T <br />E <br />c <br />CD Ch <br />Z <br />z <br />E M <br />LD <br />M <br />c <br />a <br />E <br />U _j <br />a :> <br />4 O <br />c <br />3 <br />JOB <br />NO: <br />23-02469 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />