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GENERAL INSTALLATION NOTES <br />1. Provide full mortar head and bed joints. <br />2, Shore Oiled 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 AC1318 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 wails 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 <br />-Tare vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MMUFACTURERS: CASTE-CRETE, QUALITY, LO1TS <br />10,0 <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />0 0 0 0 �:�'• <br />o O o o <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />• M <br />© © © ® 8 20-0B/10T <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/lT <br />FORM & GROUT SOLID <br />Q NQ <br />2r• . � LLJJu.I <br />�U <br />O /5 BAR CONT. <br />8F12-1B/1T <br />V' LINTEL DETAIL <br />SCALE - N.T.S. <br />SEC <br />_ <br />■ ■ <br />■ <br />C <br />_ <br />C <br />E <br />C <br />■ ■ <br />MIMM <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />• • <br />1" 1 •' <br />" <br />1• <br />1 1 <br />ZI m <br />F = FILLED WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />tNOMINAL. <br />QUANTITYOF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />7 <br />MATERIALS <br />c-i�flintels = 3500 psi. <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 />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psl. <br />6. Rebar 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 />#S REBAR <br />IN. <br />AT' <br />(1) REQD <br />-Ire- <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />° <br />#5 REBAR AT TOP <br />• e <br />° ° <br />.M.U. <br />e ° A <br />GROUT <br />MIN. (1) REQ'D ° d 1-1/2" CLEAR <br />D <br />° <br />e <br />° <br />° <br />0 <br />0 to d C.M.U. <br />5 REBAR AT <br />= N rn w <br />• <br />BOTTOM OF <br />m F - <br />OO 4 <br />o <br />LINTEL CAVITY <br />W V w w nn <br />L 0 <br />-BOTTOM <br />o ci $ F- <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ ¢ CS K j <br />Z " in D //�� D <br />¢ i 5 REBAR AT BOTTO <br />t; � � i° �o �, �o AS INDICATED <br />7-5/8"ACTUAL <br />' NOMINAL WIDTH <br />(VARIES) <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 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 @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />OF, <br />6-10" LL <br />O O <br />4'-6" LL 4'-6" LL <br />O <br />6'-6" LL <br />O MIN. <br />17'-4" LL <br />O <br />F-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: Y4'=1'-0" <br />'?'FtO WN <br />U�v <br />4•� N <br />OEM <br />%� • •,• FL <br />?OFESSION <br />To the best of the Engineer's knowledge, information and belief, <br />the strixt"l plans and specifications contained within these <br />drawings comply with the 2020 Florida Buikfing Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the stnictural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />E <br />o g 8 f at <br />ak <br />tri <br />Q <br />2 <br />Ui ti rZ h J W <br />y"M < LL 0-Y <br />�"" a 0 <br />0iO� <br />Z <br />L r 0 S <br />_ <br />A V1 0 J <br />m <br />T. <br />ILW <br />V' <br />N M Z -� h O <br />OU�N <br />Z <br />W <br />❑❑❑ <br />0 ' <br />Z <br />6%i <br />Z <br />Co <br />T1 l <br />•U <br />N LL <br />O <br />ua 8- <br />In <br />N <br />� <br />N <br />C • <br />w <br />U <br />a <br />• <br />C' <br />r_ <br />W <br />Z <br />�� <br />M <br />J <br />LL <br />E <br />0 <br />z g <br />oO <br />Q <br />8 <br />oo <br />RJ <br />a <br />O0 <br />O <br />Z <br />_C1 <br />O E <br />MW <br />N � <br />l2 <br />ado <br />EZ <br />wi <br />ram.. L <br />M <br />CZC <br />UiZ <br />� O <br />Z <br />J CZ <br />aUS <br />" <br />W <br />gZ <br />W <br />U 3 <br />o <br />a <br />reLL <br />Z <br />_ <br />O <br />r <br />a= <br />.0O <br />:3= <br />> Lo <br />.> <br />U <br />LO <br />.-. <br />Y <br />U <br />o <br />O <br />a <br />0 <br />� <br />V <br />o <br />t\ <br />E <br />r <br />� <br />o <br />� <br />04 <br />r" <br />E <br />f0 <br />c <br />O <br />M <br />Z <br />E <br />E <br />N <br />a. <br />0 _J <br />Q o <br />JOB <br />NO: <br />20-8092 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />V, <br />