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C14 <br />U) <br />L0 <br />r- <br />Lin <br />C14 <br />LO <br />LO <br />L <br />Zi <br />4 <br />9 <br />E <br />E <br />CL <br />LZ <br />CL <br />CN <br />8 <br />LO <br />-Y <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. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. All [inlets meet or exceed U360 vertical defiection, except lintels IT-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 llntels 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 should be checked for combine loading with the following equation: <br />Applied vertical load Applied horizontal load <br />- - - Safe -vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />1051 <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F32113/1T <br />(9 S (9 (9 <br />FORM & GROUT SOLID <br />4- <br />C4 < <br />0 #5 BAR CONT. <br />8F12-1B/1T <br />(0 <br />W" LINTEL DETAIL <br />SCALE a N.T.S. <br />E S <br />0 0: <br />UN <br />111 <br />R�11111 <br />R�m <br />Kamm <br />TYPE DESIGNATION <br />R <br />IN. <br />BAR AT TOP <br />(1) REO'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT/ U = UNFILLED <br />ILEAR <br />STEEL <br />R RECESSED <br />LINTEL <br />QTY. OF #5 <br />4 <br />F, <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />4 <br />M.U. <br />#5 REBAR AT TOP <br />(!3 <br />M <br />A' <br />A <br />MIN. (1) REQ'D_ 1-112"CLEAR <br />1 6-iEB/1 T <br />2 <br />4 <br />Lo <br />Ln <br />0 <br />A A <br />4 <br />-GROUT <br />tNOMINAL, t <br />QUANTITY OF <br />4 <br />-#5 REBAR AT <br />La 0) <br />X �, � Lu <br />WIDTH #5 REBAR AT <br />BOTTOM OF <br />0 - UJ <br />TOP <br />0 <br />LINTEL CAVITY <br />NOMINAL- <br />"W <br />-_BOTTOM <br />U., o <br />HEIGHT <br />REINFORCING <br />< (j <br />'r <br />7-5/8-ACTUAL <br />PROVIDED IN <br />0 LL ri <br />Iff <br />B"NOMINALVVIUIH 7e-LINTEL <br />b � "5 BAR AT BOTTOh <br />(VARIES) <br />W 0 U1 AS INDICATED <br />LL��16 GAUGE POWERS <br />MATERIALS <br />r_rC_P_r_e_c=asinteIs 3500 psi. <br />STEEL BOXED LINTEL <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 manufacturers specifications for Installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturers 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 plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <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 />applying the camendtluos 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 />--STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />2x8 #2 SYP STUDS @ 8" O.C. W1 (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 TITIENS <br />'CENTER OF STRAP @ TIWALL TYP. U.N.O. 4SEE PLAN <br />TMALL <br />2x8 #2 SYP P.T. BASE PLATE <br />W/Y2' EPDXY ANCHOR OR Y2'. <br />J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE <br />32" O.C. & 6" FROM EACH END W1 (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = V-10" <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 0 ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />E )MIN. <br />17'-4" LL <br />(B <br />5'-8" LL <br />V. <br />B <br />5.-8" LL <br />5'-10" LL <br />B <br />5'-8" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=1'-0" <br />C= <br />C� <br />C36 <br />C2. CM <br />cc C.J <br />cc C= <br />to -0 C-4 <br />en to C= <br />� eq <br />CIJ <br />CO -.cc <br />0) cc <br />W <br />0; to <br />In I=- <br />0 <br />v <br />I k <br />To the best of the Engineers knowledge. Information and belief, <br />the structural <br />drawings comply with the 2020 <br />Ronda Building Code - <br />Residential 7th Edition. Engineers signature and seal Is only for <br />the structure( engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />E <br />8. <br />0 <br />C', r-- <br />0) _ OD (D 04 <br />.5 -, ? - - <br />CO r- r.- <br />U. <br />Lu <br />Z <br />i <br />W <br />9 200 9 0 <br />53 120 !_,N_ 10 <br />W <br />IL <br />LL <br />(n M <br />Co 'L <br />to 04 Z ge <br />a <br />C11 < 0 <br />0 U <br />0 .42 <br />C', <br />i:z <br />U) <br />ul <br />U_ <br />UM <br />- 2 <br />0 <br />V) <br />LLJ <br />V) <br />2 <br />C-7 <br />C�> <br />Z <br />__A <br />LL_ <br />E <br />E 8 <br />00 <br />8 E <br />05 <br />Z <br />(D t <br />3= <br />= <br />9. <br />Z <br />11.1 <br />ro <br />.9 <br />Z <br />ZV, <br />UZ <br />W <br />0 <br />1�k <br />.J <br />iz <br />00 <br />.2 C) <br />LO <br />LO <br />M <br />a- <br />:3 C) <br />Cc <br />�: <br />CD <br />CT <br />U) <br />CU <br />M <br />LO <br />0 <br />72 <br />0) <br />U-) <br />co ce) <br />(D <br />0 <br />0) <br />L0 <br />04 <br />It 0 <br />L0 C14 <br />LO <br />CN <br />< <br />co <br />T_ <br />4i <br />E <br />M <br />Z11 <br />E <br />:3 "IT <br />CV) <br />�i Lr) <br />Z <br />Z <br />E T_ <br />E <br />C <br />(L <br />0 0 <br />0 _J <br />< <br />JOB <br />NO: <br />23-06142 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />