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9PROWUMMM <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. 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 verttcal (gravity and uplift) and horizontal (lateral) <br />loads should 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, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 817321B/1T <br />FORM dt GROUT SOLID <br />O W <br />� J <br />r �U <br />O %5 BAR CONT. <br />8F12-1B/1T <br />O <br />"V" LINTEL DETAIL <br />SCALE = N.T.S. <br />TYPE DESIGNATION <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />8F 16- <br />B/1 T <br />tNOMINAI. <br />QUANTITY OF <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />#SREBAR <br />MIN. <br />CI <br />(1) REQ'D <br />ICEILEAR/ <br />ALTERNATE POWERS <br />STEEL LINTEL <br />- <br />° <br />S <br />r, <br />° <br />Ggo <br />C.M.U. <br />#5 REBAR AT TOP <br />° ° <br />MIN. (1) REO'D 1-1/2" CLEAR <br />2 <br />° <br />z <br />a <br />GROUT <br />° <br />¢ - C.M.U. <br />F <br />° <br />5 REBAR AT <br />= u) w <br />BOTTOM OF <br />- <br />i' m ? w FZ <br />U, <br />o <br />LINTEL CAVITY <br />r~n <br />a uJ LU <br />OTTOM <br />o cr d o i- `- - <br />Z <br />REINFORCING <br />Q ¢ r7 m <br />LL <br />- <br />7-5/8"ACTUAL <br />PROVIDED IN <br />Z w <br />8" NOMINAL WIDTH <br />LINTEL <br />F Q ` #5 REBAR AT BOTTC <br />cr i5' AS INDICATED <br />(VARIES) <br />cn in <br />MATERIALS <br />�-16 GAUGE POWERS <br />. cT pr�sTTfinels = 3500 psi. <br />STEEL BOXED LINTEL <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 />POWERS STEEL BOXED LINTEL NOTES (ALT.) <br />5. Concrete masonry units (CMU) per ASTM C90 w/ <br />ONLY IF NOTED ON LINTEL PLAN <br />minimum net area compressive strength = 1900 psi. <br />6. Reber per ASTM A615 Grade 60. <br />1. Refer to manufacturer's specifications for installation. <br />Prestressing strand per ASTM A416 grade <br />2. Contractor to provide proper protection of lintel to prevent rusting. <br />7. 270 low relaxation. <br />Refer to manufacturer's specifications. <br />3. If lintel is scratched or damaged refer to Powers Steel for repair. <br />7132 wire per ASTM A510. <br />8. Mortar per ASTM C270 type M or S. <br />4. Lintel depth to match precast depth. One #5 Bar required at top <br />see lintel plan/details for bottom steel required. <br />LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER <br />5. A bonding agent must be applied to the Steel Box lintels prior to <br />LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS <br />applying the cementibuos coating. See contractor specifications <br />APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR <br />APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) <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 />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8) Y4"xi J" TAPCONS OR TITENS <br />"CENTER OF STRAP @ TNVALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />W/Y" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />oL SEE PLAN <br />T/VVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />1 WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = V-0" <br />O O <br />5'-10" LL 13'-0" LL <br />MIN. E <br />17'-4" LL <br />LINTEL PLAN -A <br />SCALE: Y4'=1'-O" <br />O <br />8'-0" LL <br />O <br />4'-6" LL <br />O <br />4'-6" LL <br />MIN.B <br />5'-8" LL <br />C. <br />P <br />© V CV <br />G LL. a <br />m � a <br />w d <br />y Q� <br />r= IE <br />� a <br />a v <br />0 <br />1 <br />w�� <br />V�. <br />L <br />4�.,.. <br />0�ESS1`DN� <br />1 /111 i f l itl111t\��`\ <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 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W <br />W <br />�* E <br />0 <br />g 8 <br />02000 _ r <br />(� NV M <br />Q LL w u iy . <br />a <br />°' a <br />z00 rao �� <br />N � p � <br />W 0 n o <br />W W) M <br />z N Z d k <br />IL LL <br />z OU 9 <br />8 <br />W ❑❑ <br />cn C <br />Z N M <br />Z <br />Z <br />Q <br />a � <br />N <br /><n <br />CD <br />ry � <br />J <br />w <br />N <br />C <br />N 1_a <br />Cn <br />U c <br />w <br />t <br />Q W <br />cli <br />M <br />w <br />M <br />zI <br />O <br />z <br />J <br />E <br />y z <br />s� <br />os <br />g <br />r <br />a <br />z® <br />E y <br />M <br />~ <br />U <br />0 <br />00 <br />� U <br />oa <br />Z <br />N <br />�o <br />w <br />(a <br />� C <br />0x <br />m o <br />o� <br />Z <br />J <br />ate° <br />�z <br />d <br />a 3 <br />o LL <br />50 <br />az <br />�W <br />W <br />U <br />_ <br />O <br />�� <br />Z <br />< <br />i3 <br />' F <br />�o <br />IIIIIIIIII� <br />O <br />CO <br />� <br />w <br />ax <br />O <br />>M <br />O <br />d' <br />c� <br />N <br />M <br />CO r <br />O <br />T <br />T' <br />U) m <br />N <br />~ <br />LO <br />O <br />� <br />N <br />0 <br />O <br />LO <br />N <br />Q Q <br />t- <br />E <br />z <br />M y ^ <br />o <br />Z <br />E L <br />a- <br />U _J Q C, <br />JOB <br />NO: 22-08302 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />