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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 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 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 <1 •O <br />Safe vertical load Safe horizontal load - I <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />: i�. <br />8F8-1B/1T 8F8-0B/1T 8RF6-OB/1T <br />O O O Q-11O .�_ '• <br />O 01 0 O <br />8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 8F16-16/iT <br />Ir �! • �! • © 0 FO U 0 V 0 <br />8F20-0B/1 T <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF40OB/1T 81`321B/1T <br />FORM & GROUT SOLID <br />9 LU <br />r U <br />0 /5 BAR CONT. <br />8F12-1B/1T <br />'y'LINTEL DETAIL <br />SCALE = N.T.S. <br />� <br />I <br />I <br />O <br />4'-6" LL <br />O <br />8'-8" LL <br />'LL <br />I Y1"t UtJIUN/HI IVN <br />#5REBAR <br />MIN,(1)REQ'D <br />ATTOP <br />ALTERNATE POWERS <br />F=FILLED WITH <br />GROUT /U=UNFILLED <br />1/2•, <br />CLEAR <br />STEEL LINTEL <br />° ° <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />G <br />-.0-C.M.U. <br />#5 REBAR AT TOP <br />w <br />° <br />MIN. (1) REQ'D <br />1-1/2" CLEAR <br />F <br />8 F 16- B/ 1 T <br />U <br />a <br />Z <br />z <br />i <br />° <br />5o <br />L6 <br />z <br />° ° <br />a < <br />GROUT <br />tNOMINAL5 <br />t <br />(D <br />J = <br />c.M.u. <br />F <br />QUANTITY OF <br />REBAR AT <br />�, W <br />= N <n <br />O <br />WIDTH #5 REBAR AT <br />< 0 <br />BOTTOM OF <br />2 <br />L y - � <br />' " <br />TOP <br />° <br />LINTEL CAVITY <br />o U OF N 5 <br />3 -8 LL <br />NOMINAL <br />-BOTTOM <br />o X ci o � <br />HEIGHT <br />REINFORCING <br />Q ¢ d j <br />8 <br />7-5/8"ACTUAL <br />e PROVIDED IN <br />LL O Zn <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ •' Ct c1dm <br />5 REBAR AT BOTTOM <br />(VARIES) <br />in r � <br />AS INDICATED <br />MATERIALS <br />cTf prUE s Tntels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <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 />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 />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementibuos 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 @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />9'-0" LL <br />O MIN. <br />17'-4" LL <br />LINTEL PLAN <br />SCALE: Y4"=1'-O" <br />e� <br />iV <br />© <br />o <br />�- <br />d <br />!V <br />> W <br />~ <br />O <br />L <br />�.. <br />r- cm <br />_ cc 11 N <br />m <br />a <br />-y <br />J <br />y W O ► <br />v) -p !V t <br />Q O N <br />o) a w c <br />W <br />Q <br />� 3 � <br />�.dCd <br />C, c ca <br />to G <br />C <br />'a a <br />a � <br />w i <br />. w <br />Yam'• <br />f~�,. �,,. <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications conlained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />a <br />E <br />s <br />o <br />N COC a) N co <br />W <br />g! <br />Q <br />M v <br />C LL <br />_J J <br />W LL LL a <br />W <br />L N 01 tl.' <br />CS <br />W <br />m w <br />00 <br />Z <br />.0 <br />0 NZ a J <br />ZN <br />O U <br />0 <br />W <br />❑ ❑ <br />U <br />N <br />Z d) <br />z g <br />Q <br />E3 <br />C� <br />� I <br />N <br />N <br />VUc/,) <br />2f <br />LL <br />J� <br />�+ <br />(Q <br />w g <br />U <br />g <br />Ow <br />V) <br />c" <br />w <br />z <br />Q o <br />N <br />s�o <br />o <br />LL C <br />(U G <br />Q <br />� O <br />V <br />z o <br />g z <br />oLL <br />� <br />> m <br />zo® <br />a <br />l- rD <br />-E <br />g� <br />�o <br />oQ <br />Z <br />a3 t <br />= <br />w o <br />wz <br />-a C <br />i� <br />z <br />Z <br />m Q) <br />S J <br />�o <br />.<w <br />zz <br />3 <br />a <br />8I <br />go <br />W <br />cn <br />LL <br />�o <br />az <br />I� <br />m <br />mi01. <br />�3 <br />J <br />�I= <br />a 3 <br />0 <br />`O <br />= <br />> Lo <br />m <br />i� <br />O <br />Co LO <br />CN <br />Cr <br />co <br />CN <br />mLO <br />CM <br />0 <br />T <br />Q <br />Lo <br />T <br />7 0 <br />M <br />LO <br />o <br />Z <br />fO <br />Z <br />E N <br />y <br />C <br />a <br />E <br />U <br />Q p <br />� <br />JOB <br />NO: <br />23-06122 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />