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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 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 verttcal (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 />iff-801 -MOM 0 8F20-0B/1T <br />8F44 1 B/1 T 8F40 1 B/l T 8RF40 OB/lT 8F32 1 B/1T <br />FORM do GROUT SOLID <br />e <br />(V � <br />O W <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />mom <br />ME! <br />I Y Nt UCJ10114/A I IUIV <br />#5 REBAR <br />MIN. <br />AT TOP <br />(1)REQ'D <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />CLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />2 <br />G °OF-C. <br />M.U. <br />#5 REBAR AT TOP <br />w <br />A' ° <br />MIN. (1) REQ'D ° 4 1-1/2" CLEAR <br />8 F 16- B/ 1 T <br />a <br />4, <br />Z <br />GROUT <br />D <br />r <br />n J Q <br />C.M.U. <br />NOMINAL, QUANTITY OF <br />5 REBAR AT <br />= w <br />U) <br />WIDTH #5 REBAR AT <br />< D <br />BOTTOM OF <br />z uJ Q - <br />a w O <br />TOP <br />LINTEL CAVITY <br />w rn ^ <br />` <br />o� � <br />NOMINAL --BOTTOM <br />0 o F- � L <br />HEIGHT <br />REINFORCING <br />¢ ¢ C7 ED 9 <br />7-5l8"ACTUAL <br />PROVIDED IN <br />Z �'-" rj win D D <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ _' O � #5 REBAR AT BOTTO <br />= Q° d Q° AS INDICATED <br />(VARIES) <br />(n is 0. <br />MATERIALS <br />ci i precasTlintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 1 V slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w! <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <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. 270low relaxation. <br />Refer to manufacturer's specifications. <br />7/32 wire per ASTM A510. <br />3. If Ilntel 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 cementibuos 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 />4'-6" LL 4'-6" LL <br />O <br />5'-10" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />nJ� <br />2 <br />FLJL- <br />',t=ScrPrtieiif� <br />\J CV <br />°• <br />'r� .............• <br />SS1O�°�� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications 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 />Engineer's <br />signature and seal. <br />N <br />W <br />F <br />Q <br />� <br />r' <br />o E 00 <br />C) M c0 per] ifi <br />s N N# J <br />I, <br />Q <br />m <br />00 7 ,n 1 N 'It LL W <br />Q <br />N r- L d d <br />CO <br />�LLU d- Lu <br />2 <br />C m 3 S o <br />-=3.mNco O <br />rn ¢ Q <br />Z <br />LLW <br />¢ <br />n <br />Zp <br />N MZ Q_' to O <br />V L) ccnn <br />WIR <br />❑❑❑ <br />V M � <br />z � M <br />0 <br />z � <br />QQN <br />Z o Q <br />Q Q <br />J <br />M <br />Ur c <br />0 <br />(� <br />w <br />U <br />m <br />O <br />�N <br />w o <br />co <br />t�L <br />U 6 <br />w J <br />r- _ E <br />_ <br />_`'� m <br />C) O= y <br />Q Y <br />DI <br />0 <br />N <br />e <br />O <br />c <br />co <br />Cl) <br />zo <br />Z <br />< <br />J <br />L.L <br />� <br />EcoE <br />n c <br />o° <br />Q <br />z® <br />co <br />XO <br />U <br />�UV <br />CIL <br />C� <br />NM <br />a� <br />a z Z. <br />p <br />03 <br />a Z <br />Z <br />L <br />0 <br />¢p <br />m� <br />no <br />CY <br />U <br />O <br />ZZ <br />Z <br />Cto <br />J <br />Q w <br />�Z <br />z <br />ao <br />�Z <br />o <br />>- <br />MJ <br />CD <br />0 <br />Li <br />°zI< <br />a <br />3 <br />2O <br />0 <br />= <br />> Lo <br />L <br />t <br />2 <br />ca <br />c9 <br />c <br />.> <br />r1r' <br />`° <br />J <br />I� <br />M <br />LL. <br />O <br />m <br />U <br />Cfl <br />H <br />U <br />a� <br />04 <br />r <br />ca O <br />O <br />N (.0 <br />T <br />LO <br />M <br />I) <br />l_ <br />E <br />N <br />C,)0 <br />co <br />Z <br />E0 O <br />a <br />U � <br />cc <br />Q 0 <br />� <br />JOB <br />NO: <br />20-8088 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8 <br />