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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 174" 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.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 ASTM C-926 or other approved <br />coating. <br />12. Lintels loaded simultaneously with vertcal (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 . 0 <br />Safe vertical load Safe horizontal load — <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />O •i'O O .O O O '.� <br />8F8-1B/1T 8F8-0Bl1T 8RF6-0B11T , <br />® © © O O O, O <br />8RF14-1 B/1 8RF14-0B/1 T <br />8F44 1 B/1T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1T <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />H <br />8 F 16— <br />B/ 1 T <br />a <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c precas intels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" 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 A510. <br />8. Mortar per ASTM C270 type M or S. <br />10M0 <br />8F16-0B/1T <br />S <br />• <br />FORM & GROUT SOUD <br />At <br />O O <br />0)#5 BAR CONT. <br />8F12-1 B/1 T <br />8F16-1 B/1T <br />® <br />O O <br />O <br />8F20-0Bl1 <br />T <br />® <br />"V" <br />LINTEL DETAIL <br />SCALE = N.T.S. <br />L <br />O O O O <br />8F20-1B-2T 8F20-1B/1T <br />#K.(1) RQ'D ALTERNATE POWERS <br />MIN. (i) REQ'D <br />° ° CLEAR STEEL LINTEL <br />O <br />e ° <br />° M.U. #5 REBAR AT TOP <br />° 4 ° MIN. (1) REaD ° d 1-1r2" CLEAR <br />e , <br />° <br />° <br />GROUT <br />D <br />< <br />J <br />N ir <br />Q <br />a <br />° <br />5 REBAR AT <br />Lo <br />= W <br />— <br />d <br />BOTTOM OF <br />rn W <br />co <br />LINTEL CAVITY <br />V O <br />w <br />—BOTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />O it Ci O i <br />i s Ci �u N <br />a b 3 � <br />D D <br />-- <br />18"ACTUAL <br />MINAL WIDTH <br />(VARIES) <br />t; No � R m <br />�e QQ <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 manufacturers specifications for installation. <br />2. Contractor to provide proper protection of lintel to prevent rusting <br />Refer to manufacturers 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 plan1detaits for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitluos coating. See contractor specifications <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6-10" LL <br />LINTEL PLAN <br />SCALE: %4'=1'-0" <br />Z c <br />Z <br />Z <br />Q <br />a <br />V) U <br />W <br />Ca p <br />�U <br />— <br />O UJ <br />EEg <br />U <br />m <br />W <br />� rNi M <br />C ca M <br />O O tY <br />LL ODD <br />CC^D <br />Q <br />A 1 <br />D. <br />N CBpD C <br />:r <br />*,AIR <br />"r <br />;Z4 to <br />UNWW � O <br />�LL <br />d� <br />0 <br />To the best of the Engineer's know dge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />Z N <br />Pr <br />0 <br />"(V <br />>(nMC <br />M <br />Q .v Ln <br />0- (A <br />Q L... <br />fl. n <br />` <br />r7C M <br />Q CO <br />C <br />W <br />Z M <br />J <br />J <br />w� <br />Za <br />2�Z <br />0 gg� Wn <br />0�EI <br />gg <br />U <br />Q� <br />W <br />W <br />L <br />a <br />JrJ <br />LA4 <br />LuW <br />Z <br />J <br />N� <br />Ln <br />T-{ <br />LU <br />Z <br />Z <br />52 a <br />g <br />Ln <br />i <br />O <br />0 <br />g <br />T-4 10. <br />to <br />SCALE : AS NOTED <br />DATE: 1 /4/2018 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />8.0 <br />