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I jM1jjj!1jMpIjj 11 11 1 � 11 <br />1- � I -V - !17r" <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. LI-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 defection, except lintels 1T-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 <br />Safe vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />ZLW <br />zn N1 vs= 1�= <br />8F44 1B/1T8F40 1B/1T 8RF40 OB/1T 8F32 1B/1T <br />(Ch (B em 8 <br />FORM & GROUT SOLID <br />77-+ <br />9 <br />�0 #5 W CONT. <br />8F12-1B/1T <br />(Z <br />'V'LINTEL DETAIL <br />SCALE - N.T.S. <br />Rimi <br />a Is <br />TYPE DESIGNATION <br />REBAR <br />MIN. <br />AT TOP <br />(1) RECI'D <br />ALTERNATE POWERS <br />F = FILLED WITH <br />1i <br />GROUT / U = UNFILLED <br />R = RECESSED <br />4 <br />CLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />REBA <br />@EL "COATVTI <br />0 F L I N7T TOYM <br />4 <br />on C.M.U. <br />#5 REBAR AT TOP <br />S2 A4 <br />MIN. (1) REQ'D- 1-1/2" CLEAR <br />81-1(d-iBMT <br />A <br />4 <br />-GROUT <br />4 <br />tNOMINAL, QUANTITY OF <br />4 <br />--#5 REBAR AT <br />Y <br />WIDTH #5 REBAR AT <br />BOTTOM OF <br />3 <br />TOP <br />NOMINAL- <br />0 <br />LINTEL CAVITY <br />-BOTTOM <br />X <br />HEIGHT <br />REINFORCING <br />0 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LL ci <br />8. NOMINAL WIDTH <br />LINTEL <br />--#5 REBAR AT BOTTOh <br />(VARIES) <br />co a: AS INDICATED <br />16 GAUGE POWERS <br />MATERIALS <br />rTFP­FeZRsMnteIs 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. Rebar 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 />5. A bonding agent must be applied to the Steel Box lintels prior to <br />L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />L NTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />applying the comentiduos 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 NDTF <br />,S: <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 />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"xl J" TAPCONS OR TITENS <br />'CENTER OF STRAP @ T/WALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />WIY2" 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 />ot SEE PLAN <br />T/VVALL <br />KNOCKOUT COURSE <br />W1 (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1 " = 1'-0" <br />0 (D <br />6-10" LL 13'-0" LL <br />(D <br />8'-0" LL <br />0 <br />4'-6" LL <br />(D <br />4'-6" LL <br />MIN�D <br />5'-8" LL <br />MINO <br />17'-4" LL <br />LINTEL PLAN - ELEV-A <br />SCALE: Y4"=1'-0" <br />> j!� <br />Q <br />'0 CD <br />03 <br />(1) a) <br />U) cw� <br />0 . 73 <br />L <br />> <br />C- <br />0 0 <br />C: <br />0 <br />A- <br />,. 0%%%W1111" Y11*t <br />. N. <br />< , <br /><r­ <br />7:4 <br />F L <br />To the best of the Engineers knowledge, Information and belief. <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. 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