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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 ]Intel 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 L/1 80. <br />6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />7. 7/32'dlameter 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, FWda Nos.03-0605.05 and 03-0605.04. <br />11. The exterior surface of lintels Installed In exterior concrete masonry walls shall have <br />a coating of stucco applied in accordance with ASTIVI 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 />—_ + � 1 .0 <br />Safe vertical [oar Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY <br />8F441B/1T8F401B/1T 8RF4OOB/1T 8F321B/1T <br />FORM & GROUT SOLID <br />IT r <br />9 <br />0 <br />#5 BAR CONT. <br />8F12-1B/1T <br />9) <br />"V'LINTEL DETAIL <br />SCALE - N.T.S, <br />is <br />is <br />on <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QW. OF #5 <br />F—REBA @ BOTTOM <br />OF LINTEL CAVITY <br />8F16- <br />B/1T <br />1 <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />Y7rc--p-r—ec—aslTritels = 3500 psi. <br />2. fc prestressed lintels a 6000 pal. <br />3, grouted per ASTM C476 fg = 3000 psi wl <br />4. mayjmum 318" aggregate and &'to I I" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <br />minimum not 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 />8. Mortar per ASTM C270 type M of S. <br />REBAR <br />IN. <br />AT TOP <br />(1) REQ'D <br />"2 <br />ALTERNATE POWERS <br />STEEL LINTEL <br />A A <br />4 <br />"d C.M.U. <br />#5REBARATTOP <br />A <br />—GROUT <br />MIN. (1) REQ'D- <br />1-1/2"CLEAR <br />*\—C,M.U. <br /><1 <br />§ <br />—#5 REBAR AT <br />to U) � <1 <br />UJ <br />BOTTOM OF <br />0 0-* <br />LINTEL CAVITY <br />ui X uj /6 <br />-BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />xdg� <br />0 M _j S <br />Ci a <br />t, � g ,--> <br />#5 REBAR AT BOTTC <br />7-518"ACTUAL <br />NOMINAL WIDTH <br />ti R d <11 <7 <br />AS INDICATED <br />(VARIES) <br />(Wr . a. <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 />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 manufacturers 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/detalls for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the carrientifluos coating. See contractor specifications <br />4'-6" LL <br />C�) <br />IN <br />L <br />L <br />L <br />T-4" LL <br />MIN. <br />LINTEL PLAN <br />SCALE: Y4"=1'-O" � <br />(D <br />rum <br />U) <br />0 <br />V) 0 <br />Q) <br />U—) <br />LU <br />U — <br />0 LLJ <br />LU <br />E <br />V) <br />C> <br />LL <br />fz— <br />CL �= <br />< 8, <br />sc; <br />D. <br />N* C*. 11, C <br />ca <br />C-4 <br />U tA <br />W <br />a LAJ <br />si. 6 F L <br />Z. ..... <br />0. �S%c <br />C <br />To the best of the Engineo"I knowledge, Information, and <br />belief, the structural plan, and specifications contained <br />ithin these drawings comply with the 2017 Florida <br />signature and seal is only for the structur:� engineering <br />portions of the drawing pages bearing En near's signature <br />and seal. <br />LO <br />C <br />Z C*4 <br />0 0) N <br />14 <br />P-4 <br />V) <br />V) M C� <br />Z <br />M Ln <br />ON <br />Z <br />Q) — Ln <br />< LL <br />F-CY) <br />lly- U <br />E %­0 <br />Z M <br />Z <br />WUJI <br />CD <br />_j C�I` <br />Z.- <br />Z <br />Z80 <br />L) <br />Z <br />�j Z <br />00 <br />00 <br />Z <br />D <br />Ln <br />Z <br />uj <br />UJI <br />F- <br />Z <br />0 <br />< <br />0 Lu <br />Z <br />Z <br />LU <br />Ln <br />< <br />< <br />Z <br />Z <br />co <br />0 <br />Z <br />Uj <br />rn <br />T-Al <br />10. <br />SCALE AS NOTED <br />DATE: 1/4/2018 <br />TECH: ERAND <br />VERSION NO' 10 <br />SHEET NO. <br />8.0 <br />