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jjjjjjN....,j, a._!_<__. L.i._ ,­1.LJ ....., , -1..A_.._.1_.l_1_. _I;. _ - _�=.19Jii1J d"AL <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.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 < 1 .0 <br />Safe vertical o Safe horizontal load _ <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />81F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOLID <br />N Q <br />o J <br />O 15 BAR COW. <br />8F12-1 B/1 T <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />MEM <br />■ ■ <br />■ ■ ■ E E <br />■ ■ E <br />pp <br />€ <br />E C_ <br />- <br />- <br />; ■ ■ ■ <br />■ ■ <br />i <br />■ ■■ • F F_ F <br />= <br />o e <br />• • <br />• • <br />• • • • • • • • <br />••: 1: <br />• • • • <br />i 1 <br />1: <br />1 <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8 F 16- <br />B/ 1 T <br />a <br />tNOMINAL <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cTi p �sTii-ntels = 3500 psi. <br />2. fc prestressed lintels = 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 w/ <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 />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />#S REBAR <br />M IN. <br />AT REQ'D <br />(1) <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° <br />• <br />° ° <br />G • <br />.M.U. <br />#5 REBAR AT TOP <br />° ° ° <br />GROUT <br />MIN. (1) REO'D ° d 1-112" CLEAR <br />D <br />0 <br />U <br />REBAR AT <br />rp5 <br />= -rr�wBOTTOM <br />OF <br />ZUj a <br />OLINTEL <br />CAVITY <br />W W 0 X w 1 Q <br />-BOTTOM <br />0 ¢ ci O z Q , L <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />a ¢ C7 9 � <br />Z LL h] in D D <br />¢ •' O j 5 REBAR AT BOTTC <br />X �. 0 AS INDICATED <br />7-5/8"ACTUAL <br />'NOMINAL WIDTH <br />(VARIES) <br />u�i u o o <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 SYP STUDS @ 8" 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) SIMPSON MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Y2" 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 manufacturers 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 plan/details for bottom steel required. <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />applying the cemendtiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />oL SEE PLAN <br />TNVALL <br />8" KNOCKOUT COURSE <br />FA W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />8 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 a0 ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />O <br />5'-8" LL <br />LINTEL PLAN <br />SCALE: %4"=1'-0" <br />,`,�`,ttAltlllf/ffft t <br />�I <br />� <br />�O:-,moo <br />* C 4; <br />C1 <br />e`er •�•�. <br />e,,ef <br />`lre 0 EI d <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 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />pJpp <br />8 N m p <br />� N <br />04 <br />d: <br />7LLNL LL,JL 0. <br />C/? <br />a <br />,6 r� � w vi <br />ai cLL ° 0- z <br />_ <br />�rn � o <br />a''a m2OJ <br />N �p <br />gEc'Q, <br />IL W <br />JoQ- <br />_ <br />U F- J <br />V ❑❑❑ <br />W <br />Z <br />Z <br />U) <br />N <br />rh <br />Z <br />N <br />LU <br />0 <br />w <br />N <br />�V1 <br />c <br />� <br />L. <br />= O <br />�Qd <br />Q , <br />M <br />CM <br />y� <br />ZI <br />w <br />z <br />J <br />E <br />65 <br />zoF <br />i az 0 <br />y44y; <br />20 <br />H rD <br />�+❑a <br />x� <br />U <br />Z <br />of <br />O <br />CV 16 <br />ayZ&� <br /><' <br />Wz <br />rp <br />wo <br />W o <br />1.2 <br />tt <br />W, <br />O <br />oLL <br />Z <br />C <br />(1) <br />ram <br />aw <br />d <br />U <br />W <br />V <br />¢¢ g <br />hZ <br />r <br />z <br />o <br />0 <br />zl <br />3 <br />0 <br />2N <br />= <br />Lo <br />L. <br />ui <br />W <br />U <br />r <br />CO <br />n� <br />U <br />CO <br />� <br />ILL <br />p <br />T <br />m <br />0 <br />c <br />Cfl <br />P14- <br />E <br />LO <br />co <br />= NLn <br />,= <br />r <br />LO <br />d00M <br />T <br />\ <br />y LO <br />c <br />Z <br />M <br />Z <br />c <br />E O <br />E <br />4 <br />:? <br />C <br />0- <br />U � <br />a <br />¢ p <br />c <br />3 <br />JOB <br />NO: <br />20-3574 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />8.0 <br />