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I LIU- I--- L I <br />Cn <br />-3r <br />'9 <br />Hi <br />ZZ <br />2 <br />CD <br />V�o <br />U-3 <br />LO <br />LO <br />C) <br />C) <br />L0 <br />00 <br />C) <br />Pn <br />LO <br />L0 <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 IT-4" and <br />longer with a nominal height of 8" meet or exceed JI 80. <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 <br />Safe vertical load Safe horizontal load <1 .0 <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-IB/1T 8F8-0B/1T <br />(& 9 <br />8RF6-0 11T <br />0 0 <br />8RF14-IB/1T 8RF14-OB11T <br />C) (a <br />E <br />GL <br />FORM & GROUT SOUD <br />j <br />j <br />LLJ <br />'0 0 <br />0 <br />0 <br />BAR CONT. <br />81=116-0/11T <br />/0 <br />8F16-1B IT <br />8F12-1B/1T <br />0 0 <br />8F20-0B/1T <br />8 <br />V' LINTEL DETAIL <br />SCALE N.T.S. <br />0 E <br />MEN <br />no <br />0 <br />00 <br />0 <br />on <br />Im no <br />Z <br />am 0. <br />.0 mom <br />M <br />0 <br />0 <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 />D <br />6t-16- <br />EB/1T <br />A <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#5 REBAR AT TOP <br />MIN. (1) RECI'D ALTERNATE POWERS <br />, y :E 1­1112" <br />LEAR STEEL LINTEL <br />-A <br />A <br />- <br />4 <br />- _.M.U. <br />#5 REBAR AT TOP <br />r <br />Ld <br />MIN. (1) REQ -D- <br />0 <br />Z <br />A <br />'d <br />GROUT <br />&D <br />_J 0 <br />A <br />Ln Cn � � <br />-45 REBAR AT <br />0Z Lu <br />0 <br />BOTTOM OF <br />Lu <br />�� Lou Z; �_ <br />LINTEL CAVITY <br />UJ 0 in _J <br />a. <br />"W-BOTTOM <br />. X u, <br />0 �- <br />REINFORCING <br />IX < j M Z <br />!L cr ;� <br />7-5/8"ACTUAL <br />& PROVIDED IN <br />ci u, <br />8"NOMINALWID <br />LINTEL <br />�- 9_0 LU 2 <br />(VARIES) <br />U) U) X <br />MATERIALS <br />T-fc-p-re-c-as-Mintels = 3500 psi. <br />2. fc prestressed Intels = 6000 psi. <br />3. grouted per ASTM C476 fg = 3000 psi w/ <br />4. maximum 318" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 wl <br />Minimum net area compressive strength = 1900 psi. <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 />L�NTEL MINIMUM DEPTHS ARE CALLED,OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />L NTEL 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 />W #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) Y4" <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 />WIY2" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />0 <br />1-112" CLEAR <br />REBAR <br />INDICA <br />M.U. <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 manufacturers specifications for in;t.11.,ion. <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 cementibuos coating. See contractor specifications <br />LICTURAL SHEATHING <br />ACHED PER NAILING <br />IEDULE <br />E PLAN <br />VALL <br />NOCKOUTCOURSE <br />1) #5 CONT. <br />PLAN FOR FILLED CELL <br />.CING <br />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 />4'-6" ILL <br />MIN. <br />L <br />LINTEL PLAN - ELEV-Al <br />SCALE: Y4"=V-0" <br />CL <br />C2 <br />= <br />CL. r- C= <br />C-D CV2 <br />LJ_ <br />M C= <br />4n C-4 <br />CU <br />> E <br />co <br />tn <br />r= <br />0 0V <br />4P4 <br />O� <br />LO�' <br />To the best of the Engineers 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 />Engineers <br />signature and seal. <br />W <br />E <br />0 m 8 <br />0 <br />C1, C� 6) <br />0 .0 C <br />- - oo 9 <br />CL <br />LL W <br />LL u- I I a- <br />Wf. <br />Z <br />C <br />Z M <br />W <br />M 0 <br />0 <br />2 0: <br />W <br />Im. <br />Lr) 04 Z < <br />Cn rZ <br />04 <br />< <br />d (.3 Cc) <br />Z <br />W <br />L) 0) <br />EIE3 <br />27 <br />< <br />V) <br />4-J <br />0 <br />Ln <br />LU <br />E <br />C) <br />CLI <br />< 0 <br />Cl> <br />LL. <br />E <br />a <br />0 <br />E 0 <br />0 <br />Co <br />E <br />00 <br />0� <br />Z <br />0 <br />Z <br />C/D <br />< <br />0 Y <br />Z <br />Z <br />Cn <br />< <br />10 <br />0 <br />0 <br />W <br />M <br />< <br />0 <br />cl� <br />k <br />00 <br />.0 <br />E <br />�! <br />L0 <br />0 <br />co Ce) <br />:3 <br />CNI <br />CY) <br />(=) <br />Cr <br />0 <br />CN <br />M <br />co <br />LO <br />U) <br />0 c) <br />4- <br />C'4 <br />i2 C:) <br />C) <br />LO <br />00 <br />U_ Q <br />0 64 <br />0) <br />In <br />C:) <br />1170 <br />00 <br />Q <br />E <br />0 <br />M <br />Z <br />E <br />cc <br />M <br />E <br />0 0 <br />�0 <br />0) <br />_J <br />JOB <br />NO: <br />23-00516 <br />SCALE : <br />AS NOTED <br />SHEIET NO. <br />8 <br />