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I I 1! 1 1 I 1 1 I! 1 11 _._ I If I ll_ _ _ ' I 11 11 <br />I rI I I I I! 1 11 L� . F,,, 11 , II I <br />- ( I I I -- - 11 I - - 1 , f 'I IU' HIV - - <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 L/180. <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 load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F441B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />FORM do GROUT SOLID <br />U <br />0 #5 BAR CONT. <br />8F12-113/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />M0 so <br />i <br />Kamm <br />Kamm <br />Kamm <br />TYPE DESIGNATION <br />#5RE <br />MIN. <br />BAR ATTOP <br />(1) REQ'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />GROUT /U=UNFILLED <br />= <br />R RECESSED <br />LEAR <br />STEEL LINTEL <br />a ° <br />QTY. OF #5 <br />0 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />4 ° <br />M.U. <br />#5 REBAR AT TOP <br />Q <br />w <br />° ° e <br />MIN. (1) REQ'D <br />1.1/2" CLEAR <br />81-16- B/1T <br />Q <br />= <br />° e <br />c ° <br />n/ <br />0 <br />z <br />GROUT <br />tNOMINAL.QUANTITY OF <br />° <br />5 REBAR AT <br />N ¢ <br />= - N w <br />C.M.U. <br />WIDTH #5 REBAR AT <br />° <br />BOTTOM OF <br />a z WW <br />0 <br />TOP <br />LINTEL CAVITY <br />rn <br />WO U <br />NOMINA <br />-BOTTOM <br />0 LY U 00 z <br />HEIGHT <br />REINFORCING <br />a Q O ¢ - <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z u- ci w N <br />8" NOMINAL WIDTH <br />LINTEL <br />O <br />¢ ' 3: <br />#5 REBAR AT BOTTC <br />AS INDICATED <br />(VARIES) <br />U) M a <br />MATERIALS <br />16 GAUGE POWERS <br />ci-i precas17ntels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 3/8" aggregate and 8" to 11" slump. <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 manufacturer's 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 manufacturer's 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 />S. 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 cementitiuos 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 />IF J <br />4'-6" LL <br />CF) <br />4'-6" LL <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />o <br />tV <br />'^as <br />4, <br />s w <br />� <br />V a h G9 <br />C to G7 N <br />w <br />v x <br />c 1A_ ca <br />R C4 a. <br />N O cc <br />d NN ]C <br />3 cu <br />a <br />m <br />� <br />3 � <br />i W C <br />� C= T <br />C E <br />.MCA <br />CW <br />ell s <br />p <br />r•v`J. <br />;. <br />i <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />N <br />F <br />8 <br />� <br />1Aa <br />N CA <br />, CD"20,2 � N n <br />2 _ <br />M0�i <br />_ <br />Q <br />0Z <br />C_- <br />N.,0 2sz # LL <br />M LL LL 5 LL WW <br />Wa <br />L O <br />W <br />0 <br />8 r- 0 <br />LL Z <br />(N n< <br />Z <br />N <br />0 <br />OU <br />W <br />❑❑ <br />CD V <br />Z N (h <br />Z 0 N <br />All <br />C � <br />N <br />^N^ <br />M <br />Z <br />� <br />S <br />-J <br />n <br />w m <br />p a <br />m <br />U <br />0I^ <br />w s <br />Lv N <br />IvI^! <br />® <br />w <br />~ - E <br />z <br />t 4i <br />= L ai <br />U N °� <br />C a° <br />Q Y <br />• <br />N Clf <br />O <br />f <br />¢ <br />W <br />co <br />J <br />¢ <br />Z <br />� <br />I_I <br />�� <br />So <br />aN <br />Q <br />E 0 <br />Z® <br />F--- n7 <br />g o <br />�Z <br />0� O <br />0- <br />�Za <br />Z <br />15,i <br />Qi <br />Z <br />VJ � <br />a o <br />ox= <br />m <br />o0 <br />Z�� <br />m v <br />Nm <br /><w <br />O< <br />a O <br />W <br />o <br />wLL <br />�w <br />M <br />oZ <br />J <br />o <br />JW <br /><� <br />; <br />M <br />V <br />d o <br />zIQ <br />0O <br />= <br />r� <br />J <br />L <br />m <br />< <br />LO <br />LO <br />r <br />V) <br />LO <br />T <br />QI <br />O <br />N <br />CS <br />N <br />N <br />L / <br />r <br />E <br />c <br />M <br />Z <br />E <br />y <br />c <br />m <br />a <br />E <br />ci � <br />¢ o <br />JOB <br />NO: <br />23-00526 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />