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3 <br />u7 <br />0 <br />Cr <br />r� <br />v <br />7 <br />V) <br />0 <br />C) <br />O <br />0 <br />J <br />M <br />CD <br />O <br />I <br />N <br />J <br />a <br />L0 <br />0 <br />M <br />LO <br />LL 3 <br />in <br />0 <br />C) <br />0 <br />0 <br />J <br />d- <br />r2 <br />I <br />r'M <br />N <br />LO <br />0 <br />L0 <br />L0 <br />Ln <br />21 <br />v <br />o- <br />0 <br />0 <br />c <br />3 <br />FU-- <br />M <br />a <br />E <br />0 <br />L <br />v <br />c <br />c <br />J <br />a <br />c <br />0 <br />a <br />v <br />U <br />J <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 L/360 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 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, LOTTS <br />FORM & GROUT SOLID <br />CV Q <br />rLu <br />O #5 BAR CONT. <br />8F12-16/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />'00 <br />mom <br />I <br />Im <br />E <br />MEN <br />0 <br />0 <br />so <br />In <br />I <br />a � M <br />Kamm <br />Ulu <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / <br />U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />4 <br />81- 16- <br />B/1 T <br />U <br />Q <br />ib <br />u <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />t- <br />x <br />9 <br />w <br />2 <br />z <br />O <br />Z <br />REBAR ALTERNATE POWERS <br />MIN. (1)1) REQ'D <br />d e -1/2" <br />CLEAR STEEL LINTEL <br />C O <br />a <br />d M.U. #5 REBAR AT TOP <br />a° n MIN. (1) REQ'D 1-1/2"CLEAR <br />° <br />a n <br />GROUT <br />� Q � <br />° <br />5 REBAR AT <br />= w <br />° O <br />BOTTOM OF <br />cN» w <br />LINTEL CAVITY <br />� U <br />-BOTTOM <br />Lu <br />ir d O z <br />REINFORCING <br />M Q r7 <br />cc <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z �-` d w n <br />TO_M NAL WIDTH <br />LINTEL <br />Q : O 3: cNo <br />Lu <br />(VARIES) <br />Cn � cr a <br />MATERIALS <br />c precast intels = 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 />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 />2x8 #2 SPF STUDS @ 16" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAPS EACH <br />STUD ((1) STRAPS EACH SIDE) <br />CENTERED W/ (13) 10d NAILS & (8) Y4' <br />TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y2' <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />-*--T#5 REBAR <br />AS INDICA <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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />T/WALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />SCALE: 1" = 1'-0" <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 aALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />4'-6" LL <br />MIN, <br />L <br />LINTEL PLAN - ELEV-Al <br />SCALE: %4"=1'-0" <br />eY3 <br />C <br />C <br />o <br />CV <br />C" <br />o <br />0 <br />cc <br />_ m x <br />a- <br />y <br />0 <br />m <br />E� <br />d u 0) <br />=� <br />V.Cc <br />Cc E <br />0 <br />a <br />�r6'�c91f�,Y <br />\Cr"Y <br />^�". C'�* <br />t"� � �'f•'i�,j i� <br />J p <br />o ; t me� <br />r! <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 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />1n, 'r6 <br />o EE <br />O M U <br />�A1 <br />•} v <br />O N o <br />C� co <br />00 a)N W <br />xx,,33a <br />[[ <br />M O ik LL <br />Z5z LL <br />c LL LL <br />- 6A' <br />Lu <br />Z <br />M <br />W <br />cr- <br />' <br />W <br />_ <br />LL <br />o mO <br />t°' rn w <br />o J <br />L0 M Z ¢ H <br />a <br />N <br />60 U O <br />Z <br />M � <br />� N M <br />� o <br />"S N <br />z o � <br />Q <br />0 <br />Ln <br />cN'f <br />a <br />v1, <br />u a <br />LL <br />T <br />Gn <br />L.0 �'JPL�+•• <br />� <br />U <br />O <br />� <br />LU o <br />N <br />�N <br />w <br />c <br />E <br />[ <br />hg <br />v a <br />L U, <br />0 <br />o <br />w <br />Co <br />3�z <br />U_ <br />ca <br />o <br />Z- <br />¢ � <br />� p <br />sF <br />zp <br />ca <br />20 <br />10 Q <br />00 <br />0 <br />0 E <br />ao <br />0 <br />-Z <br />Z <br />.a) <br />wo <br />ww <br />L <br />CM: <br />C <br />O <br />¢co <br />0 U <br />m <br />O <br />m � <br />Nm <br />aw <br />oU <br />o� <br />z 0 <br />T <br />oLL <br />a z <br />N F <br />W <br />m <br />� <br /><o <br />aLL <br />r <br />r- <br />�3 <br />o <br />M <br />v <br />w� <br />oIQ <br />i° <br />0f <br />o 3 <br />>(LO <br />J <br />O ' <br />u <br />rn <br />m <br />�-� <br />Q <br />C7 <br />V d. <br />O <br />Y <br />CTO <br />$ <br />O <br />U <br />m <br />m <br />O <br />O <br />r <br />ate-+ <br />LL M <br />o <br />O <br />Lf)I <br />co <br />0') <br />coN <br />(.0 <br />LO <br />CM <br />Q <br />r <br />In <br />T <br />cD <br />o <br />Z <br />N <br />Z <br />E O <br />N <br />Ch <br />N <br />c <br />N <br />a <br />EE <br />U J <br />v N <br />Q Q <br />c <br />J <br />JOB <br />NO: <br />23-06134 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />r I III cif I i 1 1 1 T I I I IIni,::..ri .w ua..i i -TA E Xa JFF IIrrl I'l <br />T I i r1 __- -_ I- <br />rr r <br />