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I I L 11 11 1 Ll <br />1=1 <br />LO <br />00 <br />CD <br />P"i <br />LO <br />L0 <br />311 <br />0 <br />co <br />1=) <br />LO <br />`Ln <br />3" <br />0 <br />C) <br />co <br />(10 <br />pn <br />LO <br />L0 <br />Cr <br />U) <br />:19 <br />.0 <br />C I <br />C14 <br />C) <br />C14 <br />E <br />E <br />0 <br />0 <br />r 7 <br />E2 <br />0 <br />2 <br />CL <br />a_ <br />E <br />0 <br />0 <br />0 <br />0. <br />42 <br />LZ <br />C14 <br />C14 <br />CD <br />C*-4 <br />C.0 <br />NE <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. LI-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 L11 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 />RVWM R�m <br />".W. IMA <br />8RF14-1B/1T8lRF14-0B11T 8F16-0B11T 8F16-1B/1T <br />81720 WOB/1T <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 81`32 1B/1T <br />(9 0 9 (9 <br />FORM & GROUT SOLID <br />L<U <br />_J <br />�__L#5 BAR CONT. <br />8F12-1B/1T <br />(0 <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />M <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT/ U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />7�- <br />4 <br />F_ REBA BOTTOM <br />OF LINNEL CAVITY <br />< <br />LU <br />A� 4 <br />B/1T <br />Z <br />6F16- <br />00 <br />Z <br />0 <br />tNOMINAL. QUANTITY OF <br />WIDTH #5 REBAR AT <br />0 <br />TOP <br />NOMINAL- <br />0 <br />HEIGHT <br />I-- <br />MATERIALS <br />7-rc-p-r-e-caFfTintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 f g = 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 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 A51 0. <br />8. Mortar per ASTM C270 type M or S. <br />REBAR AT TOP <br />IN. (1) REQ'D <br />/2" <br />_-FAR <br />.4*---C. M. U. <br />GROUT <br />--#5 REBAR AT <br />BOTTOM OF <br />LINTEL CAVIT <br />��ROTTOM <br />EINFORCING <br />L L PROVIDED IN <br />DTH ' LINTEL <br />(VARIES) <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 />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) Y4" <br />TITENS <br />OR <br />(2) 2x8 #2 SYP STUDS @ 16" O.C. W/ <br />(4) LISP MSTAM36 STRAPS ((2) <br />STRAPS EACH SIDE) <br />2x8 #2 SYP P.T. BASE PLATE <br />WIY2" EPDXY ANCHOR OR Y2" <br />J BOLT W1 MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />ALTERNATE POWERS <br />STEEL LINTEL <br />#5 REBAR AT TOP <br />MIN. (1) REQ'D�L��� ___� 1-1/2" CLEAR <br />U) <br />U, LL, <br />Lu uJ) 0 ly-) C'n <br />-C.M.U. <br />uJ X UJ <br />0: 0 1— <br />< Co Z <br />tr :� <br />u. Lu LO <br />3: <br />92 Lu 0 <br />-0---V5 <br />REBAR AT BC <br />AS INDICATED <br />U) U) Ir a- <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 linters prior to <br />applying the cementitiuos coating. See contractor specifications <br />TRUCTURAL SHEATHING <br />TTACHED PER NAILING <br />CHEDULE <br />3EE PLAN <br />r1VVALL <br />" KNOCKOUT COURSE <br />V1 (1) #5 CONT. <br />EE PLAN FOR FILLED CELL <br />PACING <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 />E <br />4'-6" LL <br />LUN <br />L <br />LINTEL PLAN - ELEV-Al <br />SCALE: /1/4"=1'-0" <br />C= <br />C= <br />C= <br />ME <br />Lu <br />r- C= <br />LZ_ <br />C= <br />CN <br />co <br />CU <br />E <br />CU <br />Q <br />cm <br />rX <br />-a- <br />CD <br />Cl, <br />IS, <br />V <br />C, <br />li (D <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. 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