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� I�I��IIIIW■II�� <br />) <br />7 <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 1­1360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed LA 80. <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 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 . O <br />Safe vertical load Safe horizontal load - <br />GENERA CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />Sol wool <br />i <br />M Mon N <br />M. <br />8F441B/1T8F401B/1T 8RF40OB/1T 81`321B/1T <br />FORM & GROUT SOLID <br />V <br />O W <br />� � J <br />O #5 BAR CONT, <br />8F 12-1 B/1 T <br />O <br />V" LINTEL DETAIL <br />SCALE = N.T.S. <br />i <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />J <br />w <br />6 F 16- <br />B/ 1 T <br />Q z <br />Z <br />T <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL <br />HEIGHT <br />MATERIALS <br />c'I� precasflintels = 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. Rebar 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 />#5 .REBAR(1)AT <br />IN. <br />TOP <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />� <br />d <br />#5 REBAR AT TOP <br />° Q <br />d ° d <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />GROUT <br />J <br />v <br />a <br />d d <br />° <br />r) <br />m <br />C.M.U. <br />d <br />5 REBAR AT <br />I <br />= U) ~» w <br />- <br />a O <br />BOTTOM OF <br />a~ cn <br />LINTEL CAVITY <br />o � uJ <br />O <br />OTTOM <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />= d z <br />¢ ¢ C7 <br />Z "- O w n <br />Q _' b �r <br />Z4 <br />5 REBAR AT BOTTC <br />7-5/8"ACTUAL <br />' NOMINAL WIDTH <br />(VARIES) <br />� � Cr a <br />v <br />AS INDICATED <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 />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 />4'-6" LL <br />O <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 />O <br />3'-8" LL <br />LINTEL PLAN-B <br />SCALE: Y4"=1'-O" <br />!V <br />Rri <br />W <br />c �e�914 <br />^z,mx <br />-. =WC. <br />y \p O a- <br />CO:CV <br />COa)U .N Cc <br />m � <br />6b <br />CID <br />c <br />'3 �c <br />>.c] <br />o <br />a u <br />do <br />a 0 <br />.c' A <br />_rpe �r ��.1f,1•�. <br />r�.tRllSli <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />CN <br />V N N <br />0 " <br />_ <br />N NC) <br />C -J w �'�' <br />Ca LL LL a <br />Z <br />y ro O O <br />O <br />W (n °' m <br />e, x Z cc <br />04 C7 Z K <br />N J <br />Z OU o <br />U <br />f W ❑ ❑ <br />Z N M <br />O 'O <br />z <br />z o <br />Q <br />M <br />V) v <br />U <br />0 <br />'N v] <br />uj <br />O L. o <br />V) i <br />uss <br />� � m <br />U <br />Im Fw <br />V'!�IYil;li'�l' o <br />m <br />-® <br />N mco <br />CDw <br />co <br />Z <br />CD O <br />Q <br />=o <br />g' <br />wz <br />Z <br />`N <br />O® <br />a <br />iE V <br />o <br />I- <br />g <br />x� <br />it F <br />00 <br />o <br />�o <br />O <br />O� <br />Z) <br />N "' <br />ZI <br />az <br />o <br />¢❑ <br />wz <br />¢ H <br />L <br />r./) <br />C <br />Y <br />U <br />.0 <br />m2 <br />o <br />Z <br />Z <br />_ <br />J <br />Zvn <br />'m <br />° <br />Qw <br />iN <br />� <br />ai <br />¢ <br />o <br />Z z <br />go <br />d <br />U <br />�p <br />oz <br />F� <br />o <br />Q <br />=3 <br />CD <br />c <br />;o <br />a 2 <br />O <br />cl <br />z¢ <br />QT0 <br />3 <br />C O <br />0 <br />i <br />0 <br />'L <br />O <br />0 <br />co <br />O <br />r <br />C <br />T <br />/) cYi <br />m <br />�- <br />4-1 <br />Ul) <br />N <br />CD <br />O <br />L0 <br />C <br />O <br />Z <br />E O N <br />CU <br />C <br />a <br />c0 Q o <br />JOB <br />NO: 22-08306 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />