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 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.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 />a e vertical loadSafe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />E <br />Rawm <br />IN: :0 <br />8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOLID <br />' U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE " N.T.S. <br />M. <br />f <br />UW <br />All 11 <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 />U 16- <br />BM T <br />tNOMINAI, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />c-T-T precast lintels - 3500 psi. <br />2. fc prestressed lintels - 6000 psi. <br />3. grouted per ASTM C476 fg - 3000 psi wl <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 />#SREBAR <br />MIN. (1) REQ'D <br />d ' CLEAR <br />' <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 • .M.U. <br />#5 REBAR AT TOP <br />•• <br />• <br />MIN.(1)REQ'D <br />1-1/2"CLEAR <br />a A <br />c GROUT <br />(n d <br />C.M.U. <br />° 5 REBAR AT <br />• BOTTOM OF <br />LINTEL CAVITY <br />0,m w <br />; <br />o <br />OTTOM <br />¢ V <br />REINFORCING <br />Q a' <br />7.518"ACTUAL PROVIDED IN <br />LL . <br />NOMINAL WIffFH LINTEL <br />O <br />5 REBAR AT BOTTOA <br />(VARIES) <br />(~n g u' <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/detalls for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementltiuos 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 a@ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8) Y4"x1 J" TAPCONS OR TITENS <br />'CENTER OF STRAP @ T/WALL TYP. U.N.O. <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 />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />otiSEE 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 />REVISED: 11/04/19 SCALE: 1" = V-0" <br />(D (D <br />F-10" LL 13'-0" LL <br />O <br />8'-0" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />MIN.B <br />6-8" LL <br />MIN. E <br />17'-4" LL <br />LINTEL PLAN - ELEV-A <br />SCALE: Y4"=1'-0" <br />a' <br />!V <br />O <br />cw <br />Cta <br />� <br />� <br />ar <br />Z <br />:r <br />G7 L <br />µ' <br />Q <br />P <br />L L O <br />C at7 C� N <br />(a o <br />W = oa <br />W <br />W <br />m u Q <br />,cc .Q,ao <br />• u ar <br />N Q <br />� E <br />0 <br />aL) <br />4 <br />;+ �. ',, N J• . <br />6• L <br />\� <br />.�� <br />FLO <br />To the best of the Engineers knowledge, Irdormabon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 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 />Engineers <br />signature and seal. <br />0) <br />E <br />V <br />0 <br />O N 0 <br />IDW C <br />r <br />a <br />Q <br />LL LL . a <br />Y <br />ow <br />L��(o <br />W <br />Of <br />ILLLW <br />pj m Lu <br />Le Z <br />v <br />N O Ci <br />Z <br />W <br />vVi <br />11 Li <br />_z g <br />Z a�S <br />z <br />Q <br />a � <br />ti <br />V) <br />rNi <br />Z � <br />•o <br />�4-J <br />U <br />LL <br />LU <br />0 <br />tJ1 <br />LU <br />V) <br />�� <br />c <br />U) <br />r (n <br />■ <br />U <br />-E8. <br />I <br />d <br />Of <br />o <br />ze <br />Q <br />- <br />o <br />Z <br />g <br />mp <br />•w0" r`p$ <br />C <br />Yea <br />O <br />Z�c <br />J <br />�ab <br />8 <br />�� <br />U <br />WT <br />U <br />gwg <br />3� <br />k <br />S25 <br />Q <br />=I< <br />U <br />JC) <br />>M <br />Oto <br />0 <br />ca <br />o <br />M <br />a. <br />w s <br />N <br />m <br />U-) <br />0 <br />c <br />o <br />o <br />o <br />L0 <br />N <br />Q <br />C14 <br />Qy <br />N <br />z° <br />Z <br />E 0 <br />= <br />a <br />U _J <br />ai <br />a o <br />_J <br />JOB <br />NO: <br />22-12358 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />