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0 0 <br />8F8-1B/1T <br />O <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.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 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 load <br />Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />O O O O <br />8F8-0B/1T 8RF6-0B/1T <br />O O O O <br />8RF14-1B/1T 8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />© OD FO <br />8F20-013/1 T <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF4006/1T 81=321B/1T <br />FORM do GROUT SOLID <br />9} r w <br />U <br />05 BAR CONT. <br />8F12-1 B/1 T <br />O <br />Y' LINTEL DETAIL <br />SCALE = N.T.S. <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />w <br />8F 16— B/1 T <br />a <br />z <br />00 <br />Z <br />ttNOMINAL.QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL — <br />HEIGHT <br />MATERIALS <br />1. IT precast mtels = 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 wl <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 />#SRALTERNATE POWERS <br />M IN..(1)(1) REQ'D <br />a d 1/2" <br />CLEAR STEEL LINTEL <br />O <br />d <br />a d M.U. #5 REBAR AT TOP <br />a ` d MIN. (1) REQ'D 4J� :Z1 1-1/2" CLEAR <br />e <br />° <br />D <br />, <br />GROUT <br />J= <br />p L <br />° <br />y ¢ <br />D <br />° <br />Q <br />C.M.U. <br />5 REBAR AT <br />= � <br />4 <br />— <br />° O BOTTOM OF <br />a U)Lu <br />LINTEL CAVITY <br />a V 0 vt � <br />XO <br />/^1 \ <br />OTTOM <br />Ci it U i— <br />v <br />REINFORCING <br />7-5/8"ACTUAL <br />PROVIDED IN <br />zLL <br />— a w ui <br />D <br />D <br />40MINAL WIDTH <br />LINTEL <br />¢ _' Ci N <br />¢ ii <br />�o ,, <br />Qo <br />#5 REBAR AT B( <br />AS INDICATED <br />(VARIES) <br />U) B <br />4 <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 />O OF <br />4'-6" LL 4'-6" LL <br />O O <br />5-10" LL 6'-6" LL <br />O <br />5'-10" LL <br />OE MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=V-0" <br />r <br />,���S11ii31i itfBll� F��r� <br />�01 <br />o <br />_ <br />o <br />C'N <br />�. <br />3 <br />° <br />,N4. <br />FLo <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and <br />seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />H <br />Q <br />v <br />8 <br />CD <br />N <br />C° <br />N <br />00 4 <br />O <br />� cp 'n <br />J Lu <br />M M <br />LL IJL CL <br />Q <br />WLu <br />a0- <br />Z <br />JLLu_ <br />.c�o <br />0O <br />N <br />co m J <br />Z <br />LL <br />00 N LO Z <br />m <br />O N <br />¢ O <br />N o c> <br />❑ ❑ ❑ <br />U 2 <br />— � o <br />Z � <br />Z o <br />Q � <br />J <br />a. <br />V) <br />N <br />c+> <br />Z v <br />irrmi <br />4-1 <br />w <br />Um <br />O_ <br />p� <br />w O <br />�c6 <br />cn <br />U c <br />_ E <br />L dj <br />O <br />M <br />w <br />MCl> <br />o <br />Z <br />Z <br />J <br />LL <br />E <br />m W <br />Z6 <br /><N <br />Q <br />OU <br />o� <br />F� <br />z® <br />❑a <br />U <br />cu <br />t— @ <br />O <br />EO <br />XU <br />a <br />¢ z <br />O <br />❑U <br />° <br />w W <br />CN Io< <br />o <br />¢ o <br />W <br />W <br />f- <br />!O <br />U)C <br />Y <br />ym <br />� <br />O <br />O <br />Z <br />tU <br />Q W <br />MENa <br />aL`i 3 <br />O <br />ci <br />0 <br />w <br />j0 <br />Z <br />g° <br />NW <br />Z Q <br />J <br />_ <br />O F <br />10 <br />OO <br />Co <br />d <br />W <br />z a <br />a � <br />o� <br />ON <br />0 <br />= <br />` <br />> d' <br />J <br />^L1 <br />W <br />C: <br />co <br />d' <br />N <br />L1. <br />J <br />Y <br />O <br />U <br />CO <br />m <br />can <br />r <br />I <br />LO <br />r <br />N <br />w o <br />Eca <br />w <br />M <br />o <br />Z <br />Z <br />V <br />E O <br />iii f <br />T <br />ra <br />a <br />E <br />U <br />¢ p <br />� <br />JOB <br />NO : <br />20-8075 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />