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o <br />O <br />O o 01 O -v, a-v vva v _� v a v •v°re v <br />8178-/1�63/1T 8F8-013/1T p' <br />0 0 0 0 01 10 0 0 0 0 <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 81=16-013/1T <br />© O O O <br />vv <br />vv <br />•, <br />.� <br />,, <br />v-=. <br />v� , <br />8RF6-0B/ O <br />U <br />0 0 <br />0 ° O <br />U <br />O ° O <br />8F20-1B/1T 8F20-0B/1T <br />8F20-1B-2T <br />O <br />O <br />o O <br />O O <br />RF7d_1R/1T <br />RF7d_(1R/iT <br />to <br />O O <br />— ^� <br />ALTERNATE POWERS <br />1. <br />GENERAL INSTALLATION NOTES <br />Provide full mortar head and bed joints. <br />�,S � <br />2. <br />Shore filled lintels as required. <br />STEEL LINTEL <br />3. <br />Installation of lintel must comply with the architectural and/or structural drawings. <br />4. <br />U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate <br />vertical cell reinforcing and grouting. <br />5. <br />All lintels meet or exceed 1-/360 vertical deflection, except lintels 17'-4" and <br />TYPE DESIGNATION <br />#5 REBAR <br />AT TOP <br />#5 REBAR AT TOP <br />6, <br />longer with a nominal height of 8" meet or exceed L/180. <br />Bottom field added rebar to be located at the bottom of the lintel cavity. <br />F =FILLED WITH <br />MIN. <br />(1) REQ'D <br />MIN. (1) REQ'D 1.1/2"CLEAR <br />7, <br />7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />GROUT / U = UNFILLED <br />Q <br />8. <br />Cast -in -place concrete may be provided in composite lintel in lieu of concrete <br />R = RECESSED <br />CLEAR <br />C <br />masonry units. <br />QTY. OF #5 <br />O <br />a <br />_ <br />9. <br />Safe load ratings based on rational design analysis per ACI 318 and ACI 530 <br />REBAR @BOTTOM <br />° <br />° <br />10. <br />Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. <br />11. <br />The exterior surface of lintels installed in exterior concrete masonry walls shall have <br />OF LINTEL CAVITY <br />= <br />a <br />.M.U. <br />w \ G <br />a coating of stucco applied in accordance with ASTM C-926 or other approved <br />a <br />° <br />ui C.M.U. <br />oo ci <br />12. <br />coating. <br />Lintels loaded simultaneously with veritcai (gravity and uplift) and horizontal (lateral) <br />8 �/ �I j <br />Q <br />Z <br />a <br />r O 0 <br />l� <br />loads shoud be checked for combine loading with the following equation: <br />a <br />° <br />o <br />z <br />° a ° <br />GROUT <br />x o Co , Z <br />Applied vertical load + Applied horizontal load / <br />\ O <br />r <br />d <br />F G <br />Wmaz <br />afe vertical load Safe horizontal load • <br />QUANTITY OF <br />tNOMINAL.° <br />5 REBAR AT <br />a w J N \ <br />WIDTH #5 REBAR AT <br />TOP <br />BOTTOM OF <br />LINTEL CAVITY <br />¢ 0 � n !^ c <br />O W rn w 5 REBAR AT BOTTOM <br />NOMINAL <br />° <br />'-*--BOTTOM <br />REINFORCING <br />¢ ¢ ? _ MIN. (1) REQ'D <br />r O o p � <br />LL <br />HEIGHT <br />PROVIDED IN LINTEL <br />I � / <br />7-5/8"ACTUAL <br />f (VARIES) <br />8" NOMINAL WIDTH <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <br />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />MATERIALS <br />ffc precast lintels t psi. <br />fc prestressed lintels is = = 6000 psi. <br />ONLY IF NOTED ON LINTEL PLAN <br />§routed per ASTM C476 fg = 3000 psi w/ <br />1. Refer to manufacturer's specifications for installation. <br />Maximum 3/8" aggregate and 8" to 11" slump. <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />concrete masonry units (CMU) per ASTM C90 w/ <br />Refer to manufacturer's specifications. <br />minimum net area compressive strength = 1900 psi. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />Reber per ASTM A615 Grade 60. <br />4. Lintel depth to match precast depth. One #5 Bar required top and <br />Prestressing strand per ASTM A416 grade <br />bottom of all Powers Steel lintels. <br />270 low relaxation. <br />wire per ASTM <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />✓3lortar per ASTM C270 type M or S. <br />81or 70 type <br />applying the cementitiuos coating. See contractor specifications <br />SYMETRICAL <br />77 <br />n n n n n n n n <br />2ND FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <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 />E I 1 <br />O O <br />MIN. MIN. MIN. MIN. <br />1ST,rLOOR LINTEL PLAN <br />SCALE: 3/16"=1'4' <br />SYMETRICAL <br />C" <br />0 <br />c�a <br />w �s <br />® o � <br />_F <br />a <br />��\\�\�\1`111111i!►otrrrrrrr <br />Ro wN �O�s <br />Vol <br />• <br />�/ <br />L <br />• <br />ea ' t a <br />O <br />F L Z` <br />IrI34E1 <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 />Residentlal 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 />N <br />W <br />E <br />co 8 <br />Ia <br />V <br />O <br />N N O <br />a a) <br />co N <br />bi <br />Cn N p ' <br />Q <br />,n <br />V <br />i# <br />m d <br />C LL W <br />J L.U L W 0.. <br />W <br />a <br />Z <br />�u 2 U) <br />o o <br />Z <br />LLW <br />L <br />�g`pjO� m w <br />cc Lo N Z <br />Z <br />N OC 0 <br />W <br />F-1 r-1 <br />C9 <br />Z N M <br />o g <br />z <br />z o <br />J <br />E3 <br />Cn%i' <br />N <br />M <br />� a <br />W <br />i� o <br />w <br />Q m <br />J <br />0 <br />w o <br />C w <br />�N <br />) <br />Ulm <br />U <br />m <br />F— E <br />Ss <br />U O N <br />¢CD <br />0 <br />�m <br />o <br />22 <br />w <br />z <br />7d <br />M <br />J <br />U- <br />of <br />zo <br />>iy <br />ai E <br /><] <br />u <br />co <br />f0 <br />10 <br />u� <br />OO <br />1..._. <br />O <br />x <br />a� <br />o <br />Q <br />�Z <br />az <br />C-4 <br />wo <br />0 <br />¢o <br />rW <br />wm2 <br />� L <br />fd <br />z ¢ <br />.0 <br />F O <br />O� <br />Zto <br />9 <br />< <br />z <br />N <br />oa <br />z <br />acoi <br />W <br />-) <br />U <br />LL <br />N W <br />of <br />z <br />�3 <br />xF <br />O <br />¢Q <br />O <br />co <br />u <br />a <br />V <br />UO 3: <br />C <br />o r <br />> d' <br />ai <br />c� <br />A <br />� <br />ca <br />_� <br />CID <br />CD <br />N <br />n <br />O <br />CO <br />M <br />Lno <br />Se <br />to <br />— <br />r <br />m <br />LPL <br />O <br />O <br />0o <br />E <br />co <br />_ <br />O N <br />Lf <br />Gj <br />N N <br />rn <br />r <br />00 <br />w T <br />pp N <br />M r <br />o <br />E <br />Q <br />Z <br />Z <br />E Q <br />v' <br />C <br />a <br />E <br />0 -1 <br />¢ o <br />� <br />JOB <br />NO: 22-12552-12545 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L 1 <br />