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t�n <br />CN <br />1.0 <br />L0 <br />Cr <br />C/) <br />L0 <br />C> <br />C I :� <br />I <br />LO <br />C14 <br />11.0 <br />LO <br />48- <br />0 <br />L0 <br />18 <br />J <br />to <br />C14 <br />L6 <br />C� <br />LID <br />rr <br />in <br />:19 <br />C14 <br />CI- <br />E <br />E <br />LZ <br />C14 <br />C:1 <br />C14 <br />15 <br />C,4 <br />Lo <br />45 <br />15 <br />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. LI-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 174" and <br />longer with a nominal height of 8" meet or exceed L11 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. 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 IoWd- 0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPIRNED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />RMTMRM ffm <br />"M I "M <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />0 0 in. T) 9 <br />8 -06/1T <br />F20 <br />8F441B/lT8F401B/lT8RF40OB/lT8F321B/lT <br />(9 e 9 (9 <br />FORM & GROUT SOLID <br />- <br />b <br />0 #5 BAR CONT. <br />81`12-113/11T <br />(0 <br />'V'LINTEL DETAIL <br />SCALE = N.T.S, <br />On <br />1 <br />1" <br />0 <br />.0 <br />Im <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 />0 <br />M <br />��] <br />61-16- EB/1T <br />' C) <br />< <br />< <br />Z <br />'9 <br />0 <br />Z <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL- <br />0 <br />HEIGHT <br />#5 REBAR <br />MIN. <br />AT TOP <br />(1) REQ'D <br />1 /2" <br />EAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 <br />6 <br />-..$--C.M.U. <br />#5 REBAR AT TOP <br />A A <br />GROUT <br />MIN. (1) REaD- <br />1-1/2"CLEAR <br />Ec <br />C.M.U. <br />-#5 REBAR AT <br />uJ <br />0 0 <br />BOTTOM OF <br />Lu <br />W 0 'On <br />LINTEL CAVITY <br />(,-a <br />UJ <br />0 <br />-BOTTOM <br />Lu . X �03 <br />0XqO <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />Z <br />C) ILL d <br />Z 7 <br />�2 uJ 0 <br />-+A <br />#5S REBAR AT BOTTO <br />7-5/8"ACTUAL <br />qOMINALWIDTH <br />(VARIES) <br />U) u� o: d- <br />INDICATED <br />MATERIALS <br />T77c--pr-ec-a­s1Jmtels = 3500 psi. <br />2. f c prestressed fintels = 6000 psi. <br />3. grouted perASTM C476fg = 3000 psiw/ <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 A51 0. <br />S. Mortar per ASTM C270 type M or S. <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 />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.O. <br />W #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR /V2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <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 [Intel 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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />OL SEE PLAN <br />`F T/WALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1 " = V-0" <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" ILL <br />6-8" LL <br />(i) <br />5-8" LL <br />17'-4" ILL. <br />(i) <br />5'-8" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=1'-0" <br />co <br />C.- <br />:II <br />C, <br />CJ C, <br />CX. <br />G = - <br />CID <br />C, <br />CD <br />CJ <br />r= <br />20 <br />CJ <br />li"VA! <br />% <br />'IA <br />S <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 <br />Florida Building Code - <br />Residential 7th Edition, Engineers signature and sea] is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />E <br />0 co <br />0 <br />1� 's <br />.00 <br />0o co <br />U) <br />'L 4 <br />64 0 <br />L11 <br />m LL LL 1L <br />-J <br />= <br />Z <br />M W <br />r- M <br />9 <br />Z <br />CN 0 <br />0 0 <br />cp M <br />0 <br />M Z r <br />. . < 0 <br />0 C) L) <br />Z <br />W <br />0 0 <br />0 <br />Ism <br />C, <br />< <br />L4 <br />4-1 <br />ra <br />0 <br />L.0 <br />0 <br />V) <br />LL, 0 <br />LU <br />E <br />ID <br />U) <br />, 0 <br />< 0 <br />= <br />C=, <br />to <br />Z <br />Z <br />U- <br />E <br />< <br />E <br />CO <br />0 <br />Z< <br />C:) <br />8 <br />.Z <br />< 0 <br />< <br />�Z <br />. W <br />Cn <br />C <br />.0 <br />Z <br />Z <br />< W <br />ZZ <br />0 <br />W <br />6-5 <br />2< <br />Z <br />M <br /><0 <br />H <br />-Z <br />'0 <br />6j;S <br />Z< <br />0 <br />LO <br />LO <br />< <br />C0 <br />C:) <br />=3 L0 <br />CL <br />LO <br />cr C:) <br />0 <br />0 <br />C:) <br />U) 11 <br />0 <br />M <br />CO <br />LO <br />0 <br />T- <br />< <br />0 <br />LL <br />ce) <br />C:) <br />LO <br />co 04 <br />co <br />CY) <br />LO <br />c) <br />T- C\1 <br />LO <br />C%4 <br />< <br />(0 -- <br />LID LO <br />I - <br />E <br />[.0 <br />�i LO <br />0 <br />ca <br />Z <br />E <br />CIO <br />E <br />0 0 <br />cc <br />JOB <br />NO: <br />23-06126 <br />SCALE : <br />AS NOTED_ <br />SHEET NO. <br />8 <br />