Laserfiche WebLink
00 <br />v <br />v <br />2 <br />rn <br />CD <br />J <br />Co <br />CV <br />N <br />Q <br />00 <br />LZ <br />R <br />rn <br />0 <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 5-112" 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.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 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 />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F44 1B/1T8F40113/1T 8RF400B/1T 81`321B/1T <br />FORM do GROUT SOUD <br />_N Q <br />O r W <br />�U <br />0 #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />i <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />81-16— <br />B/1T <br />U <br />a <br />00 <br />US <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />MATERIALS <br />c precas lntels = 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 />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S <br />MIN. .(1)REAT <br />BAR OP <br />(1) REQ'D <br />U2 CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° d <br />O <br />d � d <br />4 <br />.M.U. <br />#5 REBAR AT TOP <br />° Q <br />o <br />d` d <br />a <br />MIN. (i) REO'D <br />1-1/2" CLEAR <br />° <br />c <br />GROUT <br />�o <br />o <br />C.M.U. <br />5 REBAR AT <br />= to w <br />- <br />a <br />BOTTOM OF <br />i v� z W <br />a -UFO <br />oLINTEL <br />'-*-BOTTOM <br />CAVITY <br />r~» <br />1 \ <br />X U o Z <br />a <br />REINFORCING <br />4 t (7 m Z <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z p w n <br />¢ � b 3:, <br />D D <br />�, <br />#5 REBAR AT BOTTO <br />'NOMINAL WIDTH <br />(VARIES) <br />U)) in IX a <br /><,1o11 <br />Qo <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 />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 />4'-6" LL 4'-6" LL <br />O O <br />ANN 9 :34M "AWL <br />SCALE: %4"=1'-0" <br />� r <br />z M <br />0 <br />— o <br />� ca <br /><C <br />J <br />U) z <br />V) <br />cr0 <br />w <br />�V — <br />OLU <br />r" <br />o 0 <br />U <br />F_— U <br />O M <br />O O Np <br />!_ <br />.0 Li- <br />0 Q c3 <br />Lv x <br /><C CD <br />O Q <br />CL <br />rn Q o <br />N C B D C <br />O <br />i <br />IrTic• v 5 \ i <br />� �• <br />r. � <br />T�1 <br />�0 o <br />m o <br />LIL <br />� ki o <br />p" r <br />To the best of the`�-1'-.igine t' k}t??owledge, inforrp2" ann'& <br />belief, the structurafpjans a dl 4?f'¢atd qqs h-taingt� <br />within these drawings �4pty with`ihe'2b17 Flor <br />Building Code - Residential 6Vy'p;IK'Qo,� .F*ng <br />signature and seal is only for tHe�#tixUi}uYdahen meering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />Q <br />z� <br />0 Q+ <br />O <br />C) <br />r>.-r U-) M <br />M <br />Q U 'p 1n <br />a Ul) <br />a a) 0 LA <br />LL <br />CLfu <br />M <br />Q V a 00 <br />\J <br />fu <br />LU <br />WZ <br />J 0 <br />OZ <br />iCO <br />a m <br />za <br />Z <br />�a <br />F- <br />w¢�� <br />UZO0 <br />ZLu wX <br />-�2Q <br />WO � <br />o�L� <br />J <br />l�l <br />UFO <br />L <br />�— <br />O <br />ZZ <br />O <br />Z <br />LL <br />T <br />a <br />Z <br />Ln <br />z <br />o <br />C <br />¢ <br />o <br />Z <br />a <br />cu <br />°- <br />w <br />o 0, o <br />° <br />J <br />� <br />X <br />�85 <br />J <br />O¢OQ <br />wok <br />Paz¢ <br />Q <br />g��o <br />Z <br />Z <br />r�-I <br />aft <br />w <br />LU <br />J <br />L0 <br />�{ <br />a <br />Z <br />� < W <br />♦� Z OU <br />UJ18 <br />! Z <br />11�0 <br />N <br />k <br />N <br />Z <br />Z <br />Z <br />o <br />g <br />LU <br />-V) <br />aLu <br />00 <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: )MUROSKI <br />VERSION NO' 10 <br />O <br />SHEET NO. <br />8.0 <br />