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o <br />O O O O •' <br />8F8-1 B/1 T 8F8-OB/1 T ' <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T <br />C OD <br />'p'. <br />; <br />"jo <br />; 4' .' c5'•; <br />- <br />0 8RF6-OB/1T <br />8F016-0B/10T :IO, U-11 <br />OO O O O <br />81=20-1 B/1 T 81=20-013/1T <br />O © <br />O O <br />8F20-1 B-2T <br />°�°' <br />O <br />, ' <br />0 <br />8F24-1B/11T <br />8F24-OB/1T <br />0 <br />9) <br />!� Q<AL KA <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />F = FILLED WITH <br />IN, <br />(1) REQ'D <br />GROUT / U = UNFILLED <br />Q <br />R = RECESSED <br />JCLEAR <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />a ° <br />M.U. <br />S <br />8 F 16- B/ 1 T <br />< <br />00 <br />z <br />0 <br />° <br />z <br />° ° <br />4 <br />° <br />GROUT <br />tNOMINAL,QUANTITY OF <br />5 REBAR AT <br />WIDTH #5 REBAR AT <br />° O <br />BOTTOM OF <br />TOP <br />LINTEL CAVITY <br />NOMINAL- <br />° alw <br />OTTOM REINFORCING <br />HEIGHT <br />PROVIDED IN LINTEL <br />7-5/8"ACTUAL <br />(VARIES) <br />8-9OMINAL WIDTH <br />MATERIALS <br />tic precast lintels = 3500 psi. <br />2c prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 3000 psi wl <br />Maximum 3/8" aggregate and 8" to 11" slump. <br />Concrete masonry units (CMU) per ASTM C90 wl <br />minimum net area compressive strength =1900 psi. <br />6tebar 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, 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' 1-1/2" CLEAR <br />J <br />W <br />QQpp <br />• � C.M.U. <br />9(jX <br />1 m <br />w <br />uWJ <br />WT00 <br />J <br />it W <br />N <br />O w ((Zo 0 #5 REBAR AT BOTTOM <br />a o MIN. (1) REQ'D <br />y LL H R <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 />A <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 />/ 1— l <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 />Cn <br />CV <br />0 <br />2 <br />0 0> <br />0 <br />LU <br />C!1 <br />C-4 <br />N W C CO <br />Q � N � <br />C., .� <br />' <br />32 32CO <br />=cD <br />WM <br />y CSC . _ y, <br />C 1_ <br />U. <br />r. F 1.. <br />n•�"". <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 is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />0) <br />st o <br />O C J <br />0 W ,r 00°� % rL <br />M `Ni v �yLL�y11 a <br />U_ a <br />So' <br />u_ <br />—S Z <br />1333 � 0 <br />7 N 0 <br />00 jn <br />J <br />W o 2 'te <br />�Z K z <br />IL2M's <br />W �L oN CJ Lu <br />Z � y <br />= O U ❑❑❑ <br />W <br />Cl) <br />Z N 8 <br />v <br />a <br />N <br />�4 �` s <br />w <br />Q <br />U <br />Owo <br />V) C4 <br />�Lo -12 <br />(33 <br />U c <br />t— E <br />8 <br />® w <br />� <br />� <br />QO <br />sm <br />�p <br />(� <br />M <br />2 <br />Z <br />2 <br />q <br />tl'Z <br />Q <br />z® <br />o <br />O E <br />�¢°¢ <br />C, <br />Z <br />8 <br />ta° <br />4Y <br />Wz <br />a w <br />6- E <br />4 ❑ <br />m <br />Za' <br />Z <br />m 0)' <br />'¢w <br />ZzO <br />w <br />"i <br />$LL <br />0.z <br />W� <br />T <br />N <br />N LL <br />H <br />0 <br />d <br />� ° <br />M <br />d <br />ilk <br />U S <br />c O <br />0 <br />> 00 M <br />AA`` <br />W <br />C <br />N <br />N <br />TO <br />cc <br />CV <br />Cfl <br />(D H <br />L � <br />00 <br />T <br />CV <br />M <br />IL O <br />CO r E <br />fl- <br />�r— <br />N <br />T <br />._..- <br />N <br />!rT E <br />V <br />00 <br />6 U <br />W <br />T��^ <br />m <br />CV <br />f— <br />O CD <br />LO <br />M co <br />Lo <br />C <br />N N <br />00 M 0 <br />O <br />rn <br />CD <br />r M r <br />U-) <br />w <br />t1 <br />;� `r' <br />c <br />z <br />M <br />c <br />E I—M y <br />ai <br />cc <br />cc <br />0- <br />U -cc <br />cJ Q p <br />3 <br />JOB <br />NO: 23-05741-05746 <br />SCALE : AS NOTED <br />SHEET NO. <br />L 1 <br />11 <br />