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LINTEL PLAN NOTES: <br />0 °°. ao° ' p ° p °''� 1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />° °: ° =a°: ° ° ••a <br />O -°' INFORMATION ONLY. <br />O O O O '°'° °°° °° _'°° O O <br />8F8-1B/1T 8F8-0B/iT = 8RF6-OB/1T 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />°' O TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />AO 0)° 3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />0 0 0 0 0 0 0 o BETWEEN THE LINTEL & THE BOND BEAM SHOULD BE <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T O- O- <br />© 0 © o o 0 0 :° o o COORDINATED WITH THE ELEVATION DRAWINGS <br />OF 8F20-1B/1T 8F20-0B/1T 8F20-1B-2T 4. THE CONTRACTOR IS RESPONSIBLE FOR <br />© 8 24-1B/0 8B/© 0 4 O0 COORDINATING THE PROPER LINTEL HEIGHT. <br />5. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />0 0 DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />DEPTH MAY BE INCREASED IF REQUIRED FOR <br />PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />F = FILLED WITH <br />IN. <br />(1) REO'D <br />GROUT / U = UNFILLED <br />a <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />° < <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />d <br />.M.U. <br />Lu <br />81-16— B/1T <br />a <br />= <br />G a <br />z <br />GROUT <br />tNOMINAL. QUANTITY OF <br />SREBAR AT <br />WIDTH #5 REBAR AT <br />a0 <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL- <br />OTTOM REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-5/8"ACTUAL <br />(VARIES) <br />8" NOMINAL WIDTH <br />MATERIALS <br />tfc precast lintels = 3500 psi. <br />2c prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />4iaximum 3/8" aggregate and 8" to 11" slump. <br />Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength =1900 psi. <br />Etebar per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />270 low relaxation. <br />7/32 wire per ASTM A510. <br />Mortar per ASTM C270 type M or S. <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. 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, 7132" 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 vertical (gravity and uplift) and horizontal (lateral) <br />loads should be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load <br />O <br />Safe vertical loadSafe horizontal load . <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REO' 1-112" CLEAR <br />W <br />U � C.M.U. <br />rt 0 0 <br />� 0 m <br />?J <br />it w <br />WDOZ <br />o.a_j <br />oWQ6 <br />as W ra u; #5 REBAR AT BOTTOM <br />a z x MIN. (1) REO'D <br />(n LL PC <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 top and <br />bottom of all Powers Steel lintels. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitious coating. See contractor specifications <br />FA <br />04 <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />I <br />eri <br />N <br />N <br />ce) <br />C <br />o <br />G� <br />LLr <br />n G <br />1 <br />c w N <br />++ C LL n- <br />N N C <br />4-4 y O i0 <br />Qi <br />E c <br />w�^a <br />A y co Si <br />N C Q <br />O.� <br />m E <br />c <br />A p <br />a� <br />C. <br />•� <br />-ZZ <br />Q G��\ <br />ex3 <br />Lo <br />'�'O <br />�� <br />��d'r9f/fl <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 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />ON <br />8 <br />(� N O G 9 e S'► <br />0 ,� c0 N - uF <br />to LL <br />M tANo ° <br />W a w <br />l� a ?� C7 <br />co LL <br />-j <br />T �S, 2 <br />"j. C W 0 <br />fe S <br />o <br />a <br />o <br />I <br />O <br />2 a <br />W 0 -0, 03 <br />w °r,' °' r <br />W � w <br />IL= N ce) <br />O U ❑ <br />Z Q❑ <br />W <br />U c) <br />Z N (7 <br />o <br />< m <br />z <br />Q <br />a � <br />r— <br />LL <br />4 <br />0 w $ <br />N <br />NW <br />r <br />w <br />r— E <br />g <br />I <br />� <br />U o <br />Q <br />41d <br />� <br />�~ <br />0 <br />w <br />o <br />U- <br />C ECL <br />z n <br />� <br />Qs <br />� OU <br />k z <br />oa <br />H <br />o E <br />U <br />& <br />Qo <br />°q <br />Z <br />co M <br />i <br />a2 <br />wo <br />WZ <br />Ww <br />In r0 <br />Qo <br />� <br />a <br />Z. <br />mG <br />2LL <br />Z <br />d) <br />J <br />Nn <br />b <br />Q W <br />cC <br />< <br />o <br />Z <br />a0 <br />U7 <br />u,w <br />W <br />� <br />m <br />.0 <br />- <br />< <br />'o <br />n- <br />c CD <br />0 <br />> OO <br />CD <br />U <br />rn <br />CN <br />CID <br />� N <br />C� <br />O <br />M <br />LIC) <br />C T U. <br />CL <br />CN <br />T <br />N <br />/1- E <br />T <br />00 <br />W mO U <br />O <br />.— <br />CV <br />T <br />CV <br />�— <br />Q <br />, ^ <br />.(� M M <br />LC) <br />04 <br />N <br />CA <br />cfl <br />O <br />U-) <br />ai <br />M <br />(M <br />LO <br />o <br />Z <br />Z <br />/T� <br />E �../ N <br />E <br />m <br />c <br />a <br />U <br />JOB <br />NO: 23-05729-05734 <br />SCALE : AS NOTED <br />SHEET NO. <br />L 1 <br />