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.aO, , ; •�-s; v. ^.�- ,e' ° �+ s• v-ei ^Q v°Q. <br />J + J lJ a <br />.v v•v� v v� v� ,v v� .v —v� •v� <br />0) <br />O O O 0 <br />8F8-1B/1T 8F8-0B/1T - <br />C C O O C O C O <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T u <br />O O O O 8 0 0-1 B% T 8F20-OB/1 Tub" 8F20-1 B-20T <br />O O 8F24-1 B/11 T 8FF24-OB/ o <br />0 <br />V-Q<AU�A <br />TYPE DESIGNATION <br />115REBARATTOP <br />F = FILLED WITH <br />MIN. <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />1/2- <br />a ° <br />R = RECESSED <br />CLEAR <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />a <br />J <br />81-16— B/1T <br />az <br />~ <br />° <br />d ° <br />GROUT <br />tNOMINAL. <br />QUANTITY OF <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL <br />OTTOM REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />(VARIES) <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />MATERIALS <br />8c precast lintels = 3500 psi. <br />Pc prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi w/ <br />Maximum 3/8" aggregate and 8" to 11" slump. <br />Soncrete masonry units (CM U) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />Rebar 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 L/360 vertical deflection, except lintels 1 T-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 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 load Safe horizontal load — . <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D G �j 1-1/2" CLEAR <br />c <br />II v <br />W <br />L a C.M.U. <br />r00 <br />OLOZ ! i <br />C, (nJ N \ <br />d0N(0 C > <br />#5 REBAR AT BOTTOM <br />Q ¢ z <1b C1 MIN. (1) REQ'D <br />U)LL°cc G <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 />F — <br />LINTEL PLAN NOTES: <br />1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />INFORMATION ONLY. <br />0 ° 0 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />8RF6-0B/1T 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 />i(D nD (D nD nD nD <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />(E)MIN. <br />I E M N. OMIN. <br />MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMMETRICAL <br />C, <br />0 <br />; .Q <br />ULA d LL.A <br />scx•'.i N 1 <br />�p <br />Wiz•-•;= <br />(J'VV <br />Wk <br />E S 51 <br />k I I I 1110��`� <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 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 />0) <br />W -4E <br />a 4o M <br />I, N p <br />M N 6 <br />C 00 rU N_ rA <br />N �mv 3 '° <br />a C.Lu LLW <br />rL <br />Z warn o <br />CN O <br />W ��CP 9 <br />m <br />J <br />LL Z 0D N� ¢� <br />jA N <br />OU o <br />v <br />Z <br />W 1:1 El <br />M <br />FEZ <br />Z N MU <br />o 0 <br />Z <br />¢N <br />z o <br />Q � <br />J — <br />N <br />M <br />� o <br />vN_ <br />�, <br />T LL <br />4-1 <br />w <br />m <br />U <br />0 w o <br />IN Ly N <br />V I W <br />in <br />� <br />c <br />w � <br />r — E <br />L <br />oil <br />= w N <br />U ;5 m <br />g <br />I:,_ `n <br />Q m <br />w <br />�M <br />M <br />Z <br />E <br />w�� <br />g <br />Q <br />Q <br />Co U <br />a <br />iO <br />_ <br />C3 E <br />o¢ <br />d p <br />ow <br />pU <br />w <br />o ro <br />N <br />¢z <br />o <br />WW <br />2 L <br />- (6 <br />Cn C <br />G❑ <br />. <br />- <br />m E <br />O <br />zF <br />Z <br />_ C <br />J <br />W0 <br />o <br />° <br />Z <br />¢w <br />z <br />cn <br />a <br />go <br />N <br />Q <br />oa <br />w <br />a <br />nw <br />W <br />U 3 <br />T <br />�O <br />J z <br />a <br />2 F <br />C.D <br />o¢ <br />d � <br />O~ <br />C <br />0 <br />tN. <br />m <br />d- <br />N <br />co <br />CD <br />� <br />co <br />r <br />N <br />O <br />U-.)~ <br />O <br />�0 <br />Co <br />0- CO i <br />CD <br />O <br />OL <br />O <br />+.+5 r N <br />LO N <br />CO <br />O <br />c.6 <br />Lo <br />r <br />4i <br />000 <br />M <br />E <br />211 M <br />0 <br />o <br />z <br />iri r <br />F O ,— <br />d <br />°' <br />U � Q ❑ <br />JOB <br />NO: 22-11687-11682 <br />SCALE : AS NOTED <br />SHEET NO. <br />L 1 <br />