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MISLILMISM <br />GENERAL INSTALLATION NOTES <br />I . 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 U1 80. <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. Untels 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 (ertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />I <br />8RF14-1B11T8RF14-0B/1T 8F16-0B/1T 8F16-1B/1T <br />C 0 <br />8F20-0B/1T <br />FORM & G <br />d <br />J)f <br /><W <br />0 �--#5 BAR CONT. <br />81`12-1113/11T <br />(0 <br />Y' LINTEL DETAIL <br />SCALE q N.T.& <br />00 <br />EM <br />ME <br />No <br />Im ME <br />0 <br />0 <br />no ME <br />am.= <br />00 <br />so <br />00 <br />ME <br />0 <br />E ME <br />. <br />wl0,015 <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBA BOTTOM <br />I <br />OF LINNEL CAVITY <br />U16-iBMT <br />L) <br />10 <br />�?5 <br />tNOMINAL. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />REBAR <br />IN. <br />AT TOP <br />(1) REQ'D <br />EAR <br />4L <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4 <br />0 <br />A 4 <br />..... <br />. <br />#5 REBAR AT TOP <br />4 <br />-alli <br />- <br />7 <br />LLJ <br />Aq <br />MIN. (1) REQ'D- <br />. <br />1-1/2" CLEAR <br />Z <br />A <br />2 <br />0 <br />Z <br />4 <br />-GROUT <br />0 <br />C. M. U. <br />5 REBAR AT <br />Cn U) UJ <br />0 <br />BOTTOM OF <br />U) � LU <br />LJJ 0 lu-) ul) <br />0 o-* <br />LINTEL CAVITY <br />ED <br />0 () �- <br />Lu X LU <br />-BOTTOM <br />REINFORCING <br />�PROVIDED IN <br />0 Ir d 0 �- <br />= < (j Z <br />< LL <br />w -L0 <br />ZA <br />> <br />J, <br />7-5/8"ACTUAL <br />LINTEL <br />Z 04 <br />3: <br />0:-0 ui 0 <br />L <br />-#5 REBAR AT BOTTC <br />AS INDICATED <br />NAL WIDTH <br />(VARIES) <br />, <br />.. ae <br /><) <br />0 <br />MATERIALS <br />---16 GAUGE POWERS <br />T.7-c-pr-e-ca-stTintels = 3500 psi. <br />STEEL BOXED LINTEL <br />2. I'd prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f'g = 3000 psi w/ <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />4. maximum 318" 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 />1 . Refer to manufacturer's specifications for installation. <br />6. Reber per ASTM A615 Grade 60. <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 A51 0. <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 />L:NTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />5- A bonding agent must be applied to the Steel Box lintels prior to <br />L NTEL 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 />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) y,,Xl 3" TAPCONS OR TITENS <br />4 <br />�CENTER OF STRAP @ T/WALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />W1 Y2" EPDXY ANCHOR OR)/2" <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 />lt SEE PLAN <br />'-P'TIWALL <br />Zt���&- KNOCKOUT COURSE <br />W/ (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 />-S <br />o? <br />;;t <br />.J <br />(D (D <br />5'-10" LL 13'-0" LL <br />MIN.0 <br />17'-4" LL <br />LINTEL PLAN -A <br />SCALE: Y4"=V-0" <br />(D <br />8'-0" LL <br />0 <br />4'-6" LL <br />(D <br />4'-6" LL <br />MIN(.�) <br />5'-8" LL <br />C14 <br />00 <br />C= <br />a r <br />C14 <br />cc <br />cc <br />cc <br />AA <br />E <br />12 <br />"1., <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 <br />7th Edition. 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