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I �. ®® l�� � i r$ r I r •Ill l I i • 1�1, � '�IIVIs h I ''IIR�II� I -- � f"JI <br />" 1 � r �� � ���� - - _ �' _ F� 'i 1111'11I �!€II <br />_ <br />O.' <br />Q <br />M <br />LO <br />0 <br />N <br />S <br />O <br />0 <br />r'M <br />.¢ <br />9 <br />LO <br />r� <br />J� <br />M <br />E <br />X <br />49 <br />O <br />a <br />g <br />J <br />t� <br />i <br />X <br />i <br />a <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. 7132" 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 �� . 0 <br />Safe vertical load Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 8F321B/1T <br />FORM do GROUT SOLID <br />r J <br />O %5 BAR CANT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE - N.T.S. <br />= S <br />E <br />- <br />IEME� <br />TYPE DESIGNATION <br />REBAR <br />IN. <br />R <br />(1) REQ'D <br />ALTERNATE POWERS <br />F =FILLED WITH <br />GROUT /SUNFILLED <br />CLEAR <br />STEEL LINTEL <br />a <br />R =RECESSED <br />CITY. OF #5 <br />e <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />MIN, (1)REQ'D <br />1-1/2"CLEAR <br />8F 16- B/1 T <br />a <br />h <br />z <br />° , <br />GROUT <br />t <br />to <br />r O <br />LNOMINA QUANTITY OF <br />° <br />5 REBAR A7 <br />_ w w <br />C.M.U. <br />WIDTH #5 REBAR AT <br />BOTTOM OF <br />r�i z � <br />O <br />TOP <br />LINTEL CAVITY <br />V r» <br />NOMINAL-OTTOM <br />HEIGHT <br />REINFORCING <br />PROVIDED IN <br />¢o <br />Q ¢ O <br />ZO LL ci Lu n <br />7-5/8"ACTUAL <br />8• NOMINAL WIDTH <br />LINTEL <br />¢ C! 3 <br />5 REBAR AT BOTTC <br />(VARIES) <br />U)) L 8 <br />AS INDICATED <br />MATERIALS <br />cT pri-ecasTlfntels - 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 3/8" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength - 1900 pal. <br />6. Reber per ASTM A615 Grade 60. <br />Prestressing strand per ASTM A416 grade <br />7. 270 low relaxation. <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <br />2x8 #2 SPF STUDS @ 16" O.C. W/ (2) <br />SIMPSON MSTAM36 STRAPS EACH <br />STUD ((1) STRAPS EACH SIDE) <br />CENTERED W/ (13) 10d NAILS & (8) Y" <br />TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Yz" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <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 at top <br />see lintel plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cementitiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />SEE PLAN <br />TNVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />SCALE: 1" = 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 />El <br />4'-6" LL <br />I•I U4 <br />L <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4'=1'-0" <br />N <br />N <br />CO <br />o) <br />0 <br />c� G• <n <br />c e a W X <br />N M O <br />.G <br />V� Ncp <br />N y <br />w o, <br />O <br />W� cc T <br />�e <br />�o <br />�o <br />It, <br />its <br />­J <br />ICJ <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 <br />signature and seal. <br />W <br />E <br />O co 8 <br />N 6cb <br />O N (p <br />M a 7, LL <br />_ c 0) a S <br />t <br />W a N is O <br />N <br />W in <br />N MZ d J <br />N IL O U 00i <br />W U U) <br />❑ ❑ <br />Z' <br />z � <br />Z n <br />J <br />d <br />Z_ <br />�_ U <br />ol <br />� <br />o g <br />.O <br />w <br />Ln <br />J3 <br />ra <br />ri <br />M <br />N <br />a <br />w <br />Ll.. <br />w `7 <br />E E <br />0 <br />a <br />Z <br />g E <br />U <br />I <br />wg <br />ITT <br />M <br />ro <br />C/J J <br />as <br />�Z <br />o13 <br />W <br />3k <br />�Z <br />r <br />o <br />O <br />� w <br />a? <br />Nr <br />al�d <br />o 3 <br />0 <br />c Q <br />j <br />LO1^ <br />L / <br />tM <br />L° <br />0 <br />r� <br />Q <br />00 <br />c <br />O <br />Y <br />� <br />r <br />U) o <br />N <br />IM <br />m� <br />LO <br />Q <br />2 N <br />O± <br />LoI <br />(j O <br />N <br />CD <br />O <br />O <br />0 <br />LCi <br />M <br />Q L oo <br />m <br />C0 <br />E O N <br />6 <br />Z <br />c <br />E ai <br />c <br />0- <br />U _J Q 0 <br />� <br />JOB <br />NO: 22-09413 <br />SCALE : AS NOTED <br />SHEET NO. <br />8.0 <br />