Laserfiche WebLink
GENERAL INSTALLATION NOTES <br />1. Provlde 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 />Safe vertical oa Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />BF44 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 81`321B/1T <br />FORM do GROUT SOLID <br />O #5 BAR COW. <br />8F 12-1 B/1 T <br />O <br />'V' LINTEL DETAIL <br />SCALE " N.T.S. <br />■ <br />I T YC UCbIl51V A 1 1 VIN <br />I T YC UCbIl51V A 1 1 VIN <br />#5 REBAR <br />MIN.(1)REQ'D <br />AT TOP <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />CLEAR <br />STEEL LINTEL <br />G • <br />QTY. OF #5 <br />O <br />° <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />d ° <br />M.U. <br />#5 REBAR AT TOP <br />µ <br />• ° • <br />MIN. (1) REQ'D 1-1/2" CLEAR <br />8 F 16- B/ 1 T <br />°. <br />• <br />. <br />j, <br />z <br />G <br />GROUT <br />tNOMINALt QUANTITY OF <br />• <br />5 REBAR AT <br />rn <br />WIDTH #5 REBAR AT <br />° <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />U OF W <br />W <br />NOMINAL-° <br />-BOTTOM <br />o it Li jREINFORCING <br />S <br />HEIGHT <br />a <br />7-5/8"ACTUAL <br />PROVIDED IN <br />a <br />LINTEL <br />Q • 5 REBAR AT BOTTC <br />S AS INDICATED <br />" MINAL WIDTH <br />N <br />(VARIES) <br />U) Mw <br />MATERIALS <br />16 GAUGE POWERS <br />cT-P precaslThtels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. Pc prestressed IIntels = 6000 psi. <br />3. grouted per ASTM C476 t'g = 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 cementltiuos 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 />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 />O <br />4'-6" LL <br />F <br />4'-6" LL <br />O <br />9'-0" LL <br />O <br />8'-8" LL <br />O MIN. <br />17'-4" LL <br />'LL <br />F <br />3'-8" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-O" <br />N <br />O <br />N <br />tg <br />CM <br />v <br />�„- a LQ <br />w <br />� <br />S' ti CL e o <br />R f) h, <br />•o m <br />x <br />N C L n <br />roc <br />3 a) �c <br />or <br />3 <br />m r. <br />La <br />�U <br />eM <br />N <br />N <br />V <br />///..1 � lei fli F1�,'-_ ��•• <br />iJ�fFillii'�1'� <br />To the best of the Engineers knowledge, information and ballet, <br />the structure) plans end apecificatbns contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />AJ�IIIIII (A <br />oj <br />r <br />N N <br />o <br />C0 t1 Uj <br />M rN O a a <br />ALL" 3 z <br />z M C °r G <br />tAw4 o <br />Wr0 r4 rr° m <br />W �2Qj°' Q z <br />N z H <br />IL <br />a 06 ❑❑❑ <br />z <br />W <br />0 <br />Z <br />z r; <br />Q <br />a <br />N <br />.O <br />LLJ <br />w <br />Q N <br />r• Q <br />o <br />E <br />oo <br />Q <br />=e <br />E <br />g <br />O U <br />�QO <br />U <br />ggc-� <br />Z <br />M <br />"da <br />w� <br />wz <br />aw <br />CO c& <br />V <br />z <br />m J <br />a< <br />a w <br />�Z <br />5 <br />a ° <br />W <br />f}Tj <br />m$k <br />�w <br />0U 3 <br />0 <br />�O <br />= <br />'LO <br />O <br />T <br />0 <br />CO LO <br />=)N o <br />Ln <br />Q <br />N <br />_j <br />m <br />o <br />LO <br />CM-0 <br />CN <br />mo <br />LO <br />oN <br />E <br />(0 '� <br />LO <br />Z <br />cc <br />cc <br />ryn� <br />N <br />m <br />a <br />E <br />U _j a o <br />JOB <br />NO: 23-03654 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />