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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.03-0605.05 and 03-0605.04. <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 / . O <br />Safe vertical load Safe horizontal load \— <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY <br />8F8-0B/1T 8RF6-OB/1T f . <br />© © O O O • O .�'• <br />O O O O <br />8RF14-1B/1T 8RF14-OB/1T 8F16-0B/1T 8F16-1B/11 <br />° ° <br />8F20-0B/1 T <br />8F44 1B/1T8F40 1B/1T BRF40OB11T 8F321B/1T <br />FORM do GROUT SOLID <br />fV Q <br />O W <br />O /5 BAR CONT. <br />8F12-1B/1T <br />"T LINTEL DETAIL <br />SCALE = N.T.S. <br />no <br />on <br />12 <br />Cml <br />II�Ellm: <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />7 <br />8F 16- B/1 T <br />F- <br />tNOMINAL, QUANTITY OF <br />3 <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />S <br />MATERIALS <br />c-iP p�lintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 3000 psi w/ <br />4. maximum 318" aggregate and 8" to 11" slump. <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />oPrestressing <br />strand per ASTM A416 grade <br />cV <br />7. 270 low relaxation. <br />ao <br />7/32 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#5RRAT <br />MI N. <br />CI (1)REQ'D <br />(1) <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />— <br />° e <br />O <br />° ° a <br />#5 REBAR AT TOP <br />O <br />° <br />M.U. <br />w <br />a° a <br />MIN. (1) REQ'D 4 <br />1-1/2" CLEAR <br />S <br />° r n <br />z <br />° <br />GROUT <br />f0 <br />° <br />J 0 <br />0 ° 4 <br />C.M.U. <br />n <br />5 REBAR <br />0 9¢ <br />= � to w <br />° <br />BOTTOM OFF <br />CL ? w - <br />w W 0 4 <br />°-BOTTOM <br />LINTEL CAVITY <br />u~i <br />- X ad \' 'A <br />o OOEC Q Ln <br />REINFORCING <br />PROVIDED IN <br />a ¢ C7 Z <br />¢ <br />Z �` o w an D <br />� D <br />— <br />7-5/8"ACTUAL <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ O �o iJ <br />�o �, �o <br />#5 REBAR AT BOTTO <br />AS INDICATED <br />(VARIES) <br />r~n U) Cr a. ui <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 />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 manufacturers 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 planidetails 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 />1 2x8 #2 SYP STUDS @ 8" O.C. W/ (2) STRUCTURAL SHEATHING <br />- USP MSTAM36 STRAPS EACH STUD ATTACHED PER NAILING <br />Q ((1) STRAPS EACH SIDE) CENTERED SCHEDULE <br />� W/ (13) 10d NAILS & (8)14" TITENS <br />c OR <br />i (2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) USP MSTAM36 STRAPS ((2) <br />9STRAPS EACH SIDE) AIL <br />� SFF PI AN <br />`r T/VVALL <br />c 2x8 #2 SYP P.T. BASE PLATE d <br />x <br />W/ Y2' EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ 8" KNOCKOUT COURSE <br />32" O.C. & 6" FROM EACH END W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />0-1 WALL SPLICE DETAIL <br />\I Q / SCALE: 1" = 1'-0" <br />(E)IVIIN. <br />17'-4" LL <br />O <br />5'-8" LL <br />k <br />�1 <br />O <br />5'-8" LL <br />O <br />T-10" LL <br />O <br />5'-8" LL <br />LINTEL PLAN <br />SCALE: %4'=V-0" <br />(9 <br />o <br />ZCD <br />CID <br />Z <br />Q <br />CN <br />Cl- <br />U) Z <br />4.. w <br />•U — <br />O � <br />V) <br />E <br />V <br />m <br />N M C., <br />EE <br />' — 8 <br />in 10 M <br />O _ O <br />U <br />c0 <br />co <br />can 00 <br />�2. � <br />�� <br />Qo <br />Al1 <br />B D. <br />N C B D C <br />w3\1 <br />,,� <br />�S E - <br />N '. <br />z•oW <br />LU <br />.• <br />o <br />IL W SS,O <br />, <br />/�Rlt�l14111t1\ <br />c, '' <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the 2017 Florida <br />Building Code -Residential 6th EdKion. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />0 <br />Z <br />0 .Q) � <br />F>•+B <br />M <br />QV'0Ln <br />Ill cn •� �t <br />Z <br />Q - LL <br />Q e-N <br />IIY U p- 000 <br />Q <br />El <br />Z 3 <br />J� <br />W <br />MJ <br />R <br />W� <br />za <br />O2-V <br />w <br />�O�w <br />a O n <br />ce <br />8 <br />U 0 <br />L <br />z Z <br />>8 <br />f Z <br />L ^ <br />l <br />1 O <br />� <br />o <br />� <br />N <br />z <br />� <br />U <br />I L <br />� W <br />w <br />QiP <br />UO�-I <br />IlY <br />a <br />a Z3 <br />Z��� <br />d' <br />auuo <br />LU <br />t--� <br />Ln <br />LL <br />U4 a <br />a <br />z <br />N <br />Z <br />Z <br />2 <br />m <br />O <br />4Z <br />J <br />� <br />= <br />'Z <br />w <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAMES <br />VERSION NO' <br />5nO <br />SHEET NO. <br />8.0 <br />