Laserfiche WebLink
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 />MEMO MINrW0101 <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T <br />FORM & GROUT SOLID <br />CV <br />o :'t . � U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />E M <br />M <br />Mo <br />No <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 />M <br />J <br />W <br />8F 16- B/1 T <br />a <br />J <br />z <br />WH <br />0 <br />Z <br />6 <br />L QUANTITY OF <br />tNOMINAL. <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />° <br />HEIGHT <br />MATERIALS <br />cT-f precasf7ntels = 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 />#5 REBAR <br />MIN. <br />(1) REQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />a a0 <br />d <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />,4 d <br />GROUT <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />d <br />Ld <br />v7 < � <br />C.M.U. <br />5 REBAR AT=rnw <br />BOTTOM OF <br />a U)-' <br />LINTEL CAVITY <br />o U n <br />"*-BOTTOM <br />Ou:JUOZ <br />REINFORCING <br />¢ ¢ (7 ¢ 9 <br />r- <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />w m <br />4 =' Ct <br />5 REBAR AT BOTTON <br />JOMINAL WIDTH <br />(VARIES) <br />U)� X a N <br />AS INDICATED <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 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 />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 />O <br />4'-6" LL <br />O <br />4'-6" LL <br />O <br />5-10" LL <br />LINTEL PLAN - ELEV-131 <br />SCALE: %4"=V-0" <br />CM <br />CV <br />O <br />ewe <br />M <br />c <br />o <br />c mc�C14 <br />«d C W E1 <br />co c a <br />•y T] N i <br />E c <br />is ,y Cu <br />c cn <br />m <br />E <br />v <br />C'7 <br />0 <br />LO <br />No <br />H <br />,_•_ <br />r.• <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifrations 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 <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />r r fit; xa'�' <br />"rrlec�v .,.. W <br />,} <br />r`9 <br />Q <br />V E <br />p N <br />0 <br />0 <br />Co <br />z5zS LL <br />fz' <br />\ <br />co -,zr <br />LL u, <br />C -J LL <br />(� <br />13 <br />5 <br />J u_ 5 a. <br />'-uJ <br />a <br />C'3 )t <br />Z <br />m °c "T a <br />L tD p <br />4 <br />�, <br />7 (D NCO <br />511 <br />W <br />Z <br />LL <br />J <br />N 0 aL0 <br />0 <br />' $ <br />aN <br />� <br />O U <br />Z <br />< Q <br />M � <br />N M <br />0 0 <br />N <br />� o <br />Q � <br />d � <br />r <br />M <br />`o <br />W <br />0 <br />C <br />w C <br />Um <br />0 <br />V) <br />u, o <br />[v y <br />tlOa <br />C <br />law <br />E <br />8 <br />= <br />I <br />O N <br />In d <br />4111 <br />N m <br />14 <br />r` <br />O <br />J <br />W <br />CO <br />J <br />Z <br />g <br />C E <br />� <br />Z o <br />� <br />Z <br />< <br />!Z � <br />ECU V <br />a <br />Wz <br />Z <br />oa <br />t0 <br />�� <br />?O <br />a <br />a <br />C <br />O <br />COO ro <br />yd-2 <br />oZ <br />w <br />it � <br />V? <br />z <br />O Y <br />Z <br />O, <br />Z� <br />2t <br />_I <br />i`� <br />�z <br />o <br />cn <br />�, <br />S� <br />w <br />g <br />� w <br />CD2 <br />m <br />0 <br />a= <br />F H <br />_� <br />�O <br />-' w <br />F <br />0 <br />0 <br />IIIIIIIIIIIII' <br />V <br />w <br />' <br />zf¢ <br />0 <br />O <br />= <br />�6 <br />J <br />LO <br />°' <br /><t <br />0 <br />H <br />(.0 <br />G <br />Ise <br />r <br />` <br />m <br />co <br />LO <br />T <br />+-+ <br /><C <br />O <br />V) co <br />I <br />N <br />10 <br />N <br />co <br />r <br />Q <br />co <br />Lf) <br />r <br />m <br />E <br />M <br />in <br />o <br />z <br />Z <br />Z <br />E <br />E o <br />� <br />co 1 <br />E <br />U <br />4 <br />Q <br />JOB <br />NO: <br />23-04911 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />