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UOO <br />8F8-1B/1T 8F8-0B/1T <br />A :o. U�61' <br />O O O O O D <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T <br />© O O <br />19 <br />8F24-1B/1T 8F24-OB/1T <br />T O <br />LINTEL PLAN NOTES: <br />GENERAL INSTALLATION NOTES <br />ALTERNATE POWERS 1. Provide full mortar head and bedjoints. 1. THIS PLAN IS TO BE USED FOR STRUCTURAL <br />2. Shore filled lintels as required. <br />3. Installation of (fntel must comply with the architectural and/or structural drawings. INFORMATION ONLY. <br />STEEL LINTELcal <br />4 ertintelcell reins <br />actureing groh5-1/2'longnotchesattheendstoaccommodate 2. UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE <br />g. <br />5. All longer ls meet or with anomie lheigheed 360 of8"m etorexal ceedL/xceptlinteislT4"and TO BE ASSUMED TO BE 16" MINIMUM DEPTH. <br />TYPE DESIGNATION #5 REBAR AT TOP longer with a nominal height of 8" meet or exceed L/180. <br />#5 REBAR AT TOP 6. Bottom field added rebar to be located at the bottom of the lintel cavity. <br />O O F=FILLED WITH MIN.(1)REQ'D MIN.(1)REQ'D 4]1-1n°CLEAR 7, 7/32"diameter wire stirrups are welded to the bottom steel for mechanical anchorage. <br />3. THE NUMBER OF COURSES OF MASONRY REQUIRED <br />8F16-OB/1T GROUT /U=UNFILLED a ° 1/2" 8, Cast -in -place concrete may be provided in composite lintel in lieu of concrete BETWEEN THE LINTEL &THE BOND BEAM SHOULD BE <br />R = RECESSED CLEAR - u masonry units. <br />O QTY. OF #5 o g. Safe load ratings based on rational design analysis perACl 318 and ACI 530 COORDINATED WITH THE ELEVATION DRAWINGS <br />° 10. Product Approvals: Miami Dade County, Florida Nos.20-0630.16 and 20-0630.15. <br />REBAR BOTTOM D i1, The exterior surface of lintels installed In exterior concrete masonry walls shall have 4. THE CONTRACTOR IS RESPONSIBLE FOR <br />OF LINTEL CAVITY a .M.U. w a coating of stucco applied in accordance with ASTM C-926 or other approved <br />< _ ° C.M.U. coating. COORDINATING THE PROPER LINTEL HEIGHT. <br />ci 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) <br />°' ��+� �+_ /.I -r Q Z ° ��o IoadsshoudbecheckedforGombineloadingwiththefoliowingequatidn: 5j. LINTELS AT GARAGE DOOR OPENING ARE MINIMUM <br />O O # V f o ° a W J �� Applied vertical load Applied horizontal load <br />Lh z ° GROUT wLU `'� Safe vertical load + Safe horizontal load 1.0 <br />DEPTH REQUIRED FOR THE DESIGN LOADS. THE <br />8RF6-0B/1T o W Ea o z — <br />oU)a DEPTH MAY BE INCREASED IF REQUIRED FOR <br />© tNOMINAL,QUANTITY OF 5 REBAR AT o u\ <br />WIDTH #5REBAR AT ° o BOTTOM OF c /� o PROPER LINTEL HEIGHT,G.C. COORDINATE. <br />TOP LINTEL CAVITY a w Lo 5 REBAR AT BOTTOM <br />NOMINAL ° 7d- ¢ Z a C / MIN. (1) REQ'D <br />BOTTOM REINFORCING � LL O � G <br />HEIGHT PROVIDED IN LINTEL C <br />7-5l8"ACTUAL I, (VARIES) <br />ffc precast lintels = 3500 psi. <br />2c prestressed lintels = 6000 psi. <br />§routed per ASTM C476 f'g = 3000 psi w/ <br />Maximum 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 />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 />—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 cementitiuos coating. See contractor specifications <br />SYMETRICAL <br />(D) n rD n rD n rD <br />rD <br />2ND FLOOR LINTEL PLAN_ <br />POWER STEEL LINTEL IS AN ADEQUATE <br />SUBSTITUTION ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />oEo (F) oFo oEo <br />o E <br />0 0 <br />0 <br />MIN. MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SYMETRICAL <br />.Q <br />m 0 -� <br />� <br />® <br />� w <br />w a <br />LL. <br />fV i <br />3 � <br />L <br />_ E <br />�Q <br />i <br />1 SE <br />- <br />17, <br />�s � <br />c� <br />!� 1"Z7 <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 <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 />N <br />W <br />a <br />TE <br />� 8 <br />0 <br />0 <br />N <br />enf-� r,� �V <br />Q <br />PN' ) b 2552 # LL <br />C J LL <br />W LL. LL 5 a- <br />5 <br />0 <br />0LLW. <br />JN <br />W <br />a <br />E <br />i <br />W <br />:O <br />O <br />o 1O <br />�U <br />W <br />(n °' in W <br />Q <br />MLO Z <br />N U <br />OZ UJ <br />El El <br />( m <br />Z N Mp <br />O O <br />Z rp <br />Q v <br />N <br />N <br />M <br />Z a <br />v <br />- <br />� <br />o- <br />V) <br />�V) <br />WgOft <br />Cn <br />U <br />LU <br />r 8 <br />s � <br />U o <br />L' `o <br />Q y <br />° <br />® A <br />N 0 <br />I�- <br />Cfl <br />W <br />M <br />ch <br />Z4 <br />o <br />Z <br />r j <br />ce <br />z o <br />oo <br />} <br /><@ <br />Q <br />E <br />0 <br />z <br />oa <br />"o <br />O <br />; p <br />O� <br />Z <br />O @ <br />N <br />a <br />4 2 <br />wo <br />W Z <br />rr� <br />(a <br />�CYUU <br />- � <br />Z <br />tZiiO <br />m O <br />LL <br />Z <br />Z <br />QW <br />fA <br />(� <br />¢ <br />O~� <br />Z <br />2Q <br />5u <br />a <br />W <br />'S <br />w <br />X0 <br />rr <br />J <br />to O <br />FI <br />aY <br />z°a <br />o3 <br />C <br />r <br />> d' <br />T <br />ui <br />I— <br />N <br />CCo <br />U—) <br />r <br />r <br />tS� <br />ca <br />s <br />CV <br />cv <br />o <br />N <br />� <br />o <br />C m <br />0 <br />6o <br />LL <br />O <br />r <br />N <br />N <br />GV <br />U-) <br />cN <br />N r <br />u-5 <br />CO <br />00 r <br />r <br />il) <br />W <br />_ <br />C C) <br />(Y) 'r <br />t'j <br />Z <br />E Q <br />m <br />c <br />C <br />a <br />U -J <br />Q p <br />JOB <br />NO: 22-11681-11674 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L 1 <br />