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Wc. <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 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 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 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 �� . O <br />afe vertical load Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />C <br />i i i <br />MME: <br />: e dal <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40 0B/1T 8F321 B/1 T <br />FORM de GROUT SOLID <br />el J <br />a _ IY <br />q <br />O #5 BAR COW. <br />8F12-1 B/1 T <br />O <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />TYPE DESIGNATION <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />U <br />8 F 16- <br />B/1 T <br />r <br />tNOMINAL, <br />tQUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cT�' precast lintels = 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 psi. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#SREBAR <br />MIN. <br />AT <br />(1) REQ'D <br />LEAK <br />ALTERNATE POWERS <br />STEEL LINTEL <br />G ° <br />° <br />° <br />° 4 °od <br />C.M.U. <br />#5 REBAR AT TOP <br />GROUT <br />MIN. (1) REQ'D d 1-1/2" CLEAR <br />_ <br />D <br />a <br />° <br />n <br />° <br />n 'x0 Q <br />° <br />5 REBAR AT <br />= - m <br />° <br />BOTTOM OF <br />I•- 0) - w - <br />4 <br />o <br />LINTEL CAVITY <br />owOO tp ` ^ <br />-BOTTOM <br />o m 6$- U <br />REINFORCING <br />C.PROVIDED IN <br />LINTEL <br />¢ U Z _ <br />Z� LL .Liu <br />¢ �+ i� D 1 D 5 REBAR AT BOTTC <br />M �o �. �o AS INDICATED <br />7.5/8"ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <br />u~i m <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 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 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 />0 <br />N <br />^N <br />M <br />S <br />rR <br />O <br />4'-0" LL <br />O <br />6-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: Y4'=V-0" <br />0 <br />0 <br />N <br />co <br />0 <br />r <br />LEW. ko10i <br />s� <br />rJ. ,.;G E jJ S • �i <br />`mow <br />"J' <br />iJo <br />r 8750 <br />;�'• ST <br />E 01 ••44/ <br />Ael"'t� . <br />",ill; <br />To the best of the Engineer's 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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />s <br />O q8 d* <br />V <br />O N - LLp 4 J <br />, O' m N <br />C <br />.00 'LL a <br />MLLLL tL W <br />13Z <br />� 0 <br />WAgpj <br />=-M8_ <br />O' � a <br />= <br />ILW <br />d <br />Go cia <br />N MZ mLo0 <br />0, 0 <br />Z <br />❑�❑ <br />(D m <br />z N <br />Z <br />Z � <br />J <br />d <br />U) <br />V) <br />Z .8 <br />� 8 <br />fy <br />LL <br />+ <br />cn <br />w � <br />fJ <br />� <br />0 <br />N <br />LU <br />c w <br />w m <br />r- E <br />2 8 <br />_ <br />Mo <br />ch <br />w <br />J <br />LL <br />E <br />io <br />g W o <br />ncL <br />z0 <br />14 <br />p <br />f6 <br />I- <br />Wi <br />R" <br />U <br />oa <br />�a V <br />g <br />ZE <br />O <br />O @ <br />fufu <br />2 <br />=d <br />a3 <br />W W <br />:3 <br />toC <br />- <br />Or( <br />NO <br />m & <br />r <br />ZLL <br />Z <br />co <br />w <br /><W <br />� <br />o <br />W <br />a <br />J <br />a <br />_Ix <br />>_ <br />� <br />a°mod <br />ar <br />o3 <br />�C:) <br />J <br />C0 <br />0 <br />i <br />J <br />.-. <br />Q <br />•- <br />O <br />C co <br />a� <br />� <br />T <br />I:t3 O <br />N <br />T <br />T <br />� M <br />T <br />r <br />1 <br />E <br />r <br />N <br />M <br />z <br />O <br />E <br />N <br />42) <br />a <br />0 _ <br />¢ o <br />_J <br />JOB <br />NO: <br />21-4275 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />