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0 <br />jo <br />•' <br />O 0 O�'- I j'' O _ <br />8F8-1B/1T 8F8-0B/1T ' <br />O® e•• . e•. e . <br />0 0 0 0 0 0 0� o <br />8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T <br />© O © O <br />0 0 <br />8RF6-0B/1 T <br />MoO 0 O 0 <br />8F20-lB/1T 8F20-06/1T 8F20-1B-2T <br />O <br />O O 0 O ® 8F24-1 B/1 T 8F24-0B/1 T lt`J <br />O O <br />13 <br />6 <br />TYPE DESIGNATION <br />F = FILLED <br />WITH <br />GROUT / U <br />= UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @BOTTOM <br />OF LINTEL CAVITY <br />SF16- <br />B/1T <br />a <br />tNOMINAL, <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINA <br />HEIGHT <br />y <br />ffc precast lintels = 3500 psi. <br />2c prestressed lintels = 6000 psi. <br />§routed per ASTM C476 fg = 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 />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 />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR <br />AT TOP <br />#5 REBAR AT TOP <br />MIN. <br />(1) REO'D <br />MIN. (1) REQ' <br />1-1/2" CLEAR <br />-1/2" <br />d e <br />LEAR <br />O <br />z <br />C7 <br />e e <br />aC.M.U. <br />w <br />w <br />z <br />a� e <br />� <br />000V) <br />`• <br />C.M.U. <br />�c7X <br />z <br />wpm <br />z <br />a , <br />GROUT <br />Lu <br />a aJ <br />yo <br />e <br />REBAR AT <br />BOTTOM OF <br />LINTEL CAVITY <br />Q U <br />o w hW <br />~ <br />C- <br />45 REBAR AT BOTTOM <br />o'-*—BOTTOM <br />¢ a Z <br />— <br />MIN. (1) REQ'D <br />REINFORCING <br />PROVIDED IN LINTEL <br />(VARIES) <br />� O � <br />N LL ~ <br />X. . <br />_ <br />I— I �] <br />_ <br />7-5/8-ACTUAL <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 />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 veritcal (gravity and uplift) and horizontal (lateral) <br />loads shoud be checked for combine loading with the following equation: <br />Applied vertical load + Applied horizontal load <1 .0 <br />Safe vertical loa Safe horizontal load — <br />SYMETRICAL <br />n n n n n n (D) n l <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 />O O <br />O <br />MIN. MIN. MIN. MIN. <br />1ST FLOOR LINTEL PLAN <br />SCALE: 3/16"=1'-0" <br />SYMETRICAL <br />M <br />C <br />Y� <br />c,n <br />o r <br />•—� <br />O <br />Q o <br />N <br />N A O ti <br />N fl N -C <br />N O /0 <br />N <br />4 N Y <br />3 = °' 40 <br />d �• a <br />� 3 � <br />� u m <br />�C O <br />ea <br />�oc•Qf� <br />�o <br />,y u <br />b <br />'lilt,i <br />�� <br />P,.• SE• <br />' <br />_ C.) <br />4r�" <br />ON <br />\\ <br />",'!fPifl!!I)1'����\ <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 />W <br />W <br />F <br />$ <br />Lo <br />04 <br />6 co Fip <br />S - <br />I» <br />M Q w <br />J <br />(: <br />13 <br />JLLLL w <br />Z <br />grn a <br />g S2 <br />W` <br />Nc_c O <br />ci O. m <br />W <br />= <br />IL <br />L0 NZ dJ <br />Z <br />N <br />O U <br />W <br />cY� <br />❑0 <br />0 <br />2� <br />z <br />z <br />4 � <br />J <br />c/) <br />z `° <br />LL <br />•U <br />Ow <br />Ln <br />c <br />' <br />U � <br />w � <br />c� <br />U <br />U <br />_ 0 <br />z <br />LL <br />sp <br />S o <br />R <br />z0 <br />O <br />O <br />z <br />Z <br />` <br />�& <br />I <br />�t <br />gu <br />ZNC <br />�, <br />g3 <br />acpi <br />W) <br />U <br />wLL <br />WW <br />r <br />c <br />o T <br />V <br />I— <br />ui <br />0 <br />N <br />C6 <br />co <br />CV <br />a- be <br />0 <br />� <br />�. <br />� <br />C m <br />CV <br />O <br />60 <br />E <br />U- <br />1117) <br />00 <br />M N <br />rn <br />co a <br />pOj <br />Q <br />CS <br />iiiM <br />(CN J <br />N <br />r�-- <br />Z <br />7 O <br />E C) <br />i6 <br />Z <br />c <br />a. <br />J <br />4i <br />Q O <br />JOB <br />NO: 22-12560-12553 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />L 1 <br />