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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 Feld 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 .0 <br />Safe vertical load + Safe horizontal load <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />MEE 00 MM 00 <br />8F44 1 B/1T 8F40 1B/1T 8RF400B/1T 81`32113/1T <br />FORM do GROUT SOLID <br />o �LU <br />� J <br />�U <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />N" LINTEL DETAIL <br />SCALE = N.T.S. <br />E <br />e <br />I M I <br />€ <br />IElm <br />€ <br />I Th C Ut= IUIVHI IVIV <br />F=FILLED WITH <br />#SREBAR <br />MIN. <br />ATTOP <br />(1) RECI'D <br />ALTERNATE POWERS <br />GROUT/ U = UNFILLED <br />= <br />R RECESSED <br />CLEAR <br />STEEL LINTEL <br />° ° <br />QTY. OF #5 <br />O <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />4 ° <br />M.U. <br />#5 REBAR AT TOP <br />_ <br />° ° ° <br />MIN. (1) REQ'D 1-1/2"CLEAR <br />8 F 16- B/ 1 T <br />a <br />z <br />° e <br />co <br />2 <br />Z <br />° <br />4 ° <br />GROUT <br />tNOMINAL.QUANTITY <br />r <br />0 <br />J 2 <br />OF <br />n <br />5 REBAR AT <br />m „ C.M.U. <br />= - o w <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />a � z F <br />u) <br />TOP <br />o <br />LINTEL CAVITY <br />0 rn w <br />w <br />NOMINAL <br />OTTOM <br />o E d o - <br />HEIGHT <br />REINFORCING <br />Q ¢ C7 f° <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z r-` o w G <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ - LU 3: ` 5 REBAR AT BOTTOM <br />(VARIES) <br />of � a AS INDICATED <br />16 GAUGE POWERS <br />MATERIALS <br />cT precasti intels = 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. Reber per ASTM A615 Grade <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 manufacturers 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 />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 />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"xi Jq" TAPCONS OR TITENS <br />'CENTER OF STRAP @ T/WALL TYP. U.N.O. - <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />oSEE PLAN <br />l l T/VVALL <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE <br />32" O.C. & 6" FROM EACH END _ W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />_ E <br />WALL SPLICE DETAIL 8'-0" ILL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <br />(D <br />4'-6" LL <br />D <br />4'-6" LL <br />B <br />MIN. <br />5'-8" LL <br />E <br />13'-0" LL 5'-10" LL <br />(DMIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-A <br />SCALE: Y4"=1 '-O" <br />c <br />CD �® <br />1 <br />co � <br />cc <br />N O R1 <br />E� <br />3 cc <br /><c W sa <br />.� CDC <br />E <br />R® <br />M <br />0 <br />N <br />N <br />O <br />rn <br />0 <br />J � <br />6 <br />t? 0 C7 r <br />w,m <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />H <br />W <br />4 <br />vE <br />0 <br />O N q <br />0 <br />p <br />N_ co N N m <br />00 <br />N <br />7 - N <br />� <br />H <br />Q <br />04 <br />040 <br />Qj V � 9k LL <br />LL <br />W LL LL. 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