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rn <br />3 <br />S <br />J <br />O] <br />n <br />LO <br />N <br />u-) <br />Ln <br />v <br />o- <br />cn <br />0 <br />M <br />O <br />0 <br />CV <br />cD <br />N <br />J <br />m <br />n <br />N <br />LO <br />v <br />Cn <br />-.xo <br />00 <br />0C) <br />J <br />N <br />I <br />A <br />LO <br />v <br />C <br />N <br />O <br />J� <br />C <br />O <br />Q <br />r'E <br />N <br />N <br />O <br />Cd <br />E <br />H <br />N <br />E <br />S <br />0 <br />C <br />N <br />i.� <br />v <br />c <br />U <br />h <br />U <br />0 <br />i <br />a <br />c <br />0 <br />U <br />N <br />L7 <br />N <br />0 <br />0 <br />O <br />a <br />N <br />N <br />hs <br />tZ <br />m <br />U) <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 L/360 vertical deflection, except lintels 17'-4" and <br />longer with a nominal height of 8" meet or exceed L/180. <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 / • 0 <br />Safe vertical load Safe horizontal load \- <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T <br />© © 0 0 0 0 <br />8RF14-1B/1T 8RF14-OB/1 <br />D O <br />8F441B/1T8F40 1B/1T 8RF400B/1T 8F321B11T <br />O O O O <br />T 8F16-0B/1T 8F16-1B/1T <br />O © 0 0 <br />8F20-0B/1 T <br />8) <br />FORM do GROUT SOLID <br />CV <br />J <br />�U <br />05 BAR CONT. <br />8F12-1 B/1T <br />O <br />V' LINTEL DETAIL <br />SCALE = N.T.S. <br />I <br />0 goo <br />on <br />WE <br />RIVAN <br />F = FILLED WITH <br />GROUT / U = UNFILLED <br />R = RECESSED <br />QTY. OF #5 <br />REBAR @ BOTTOM <br />OF LINTEL CAVITY <br />6F16- <br />B/1T <br />tNOMINAL. <br />QUANTITY OF <br />r <br />WIDTH <br />#5 REBAR AT <br />TOP <br />NOMINAL - <br />HEIGHT <br />MATERIALS <br />cam`(` precastlintels = 3500 psi. <br />2. fc prestressed lintels = 6000 psi. <br />3. grouted per ASTM C476 fg = 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 A510, <br />8. Mortar per ASTM C270 type M or S. <br />#S R(1)REBAR <br />MIN.. <br />AT TOP <br />{1) REQ'D <br />��/EAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />4,11 <br />A O e <br />° <br />G <br />.M.U. <br />#5 REBAR AT TOP <br />a ° n <br />GROUT <br />MIN. (1) REQ'D ° ! 1-1/2"CLEAR <br />v n <br />° <br />a n <br />G <br />n <br />5 REBAR AT <br />= cn w <br />° <br />BOTTOM OF <br />O z U.,O <br />LINTEL CAVITY <br />Q U n <br />o <br />OTTOM <br />O " CJ 0O Z L /6 , <br />REINFORCING <br />Q ¢ C7 <br />7-5/8"ACTUAL <br />PROVIDED IN <br />LINTEL <br />Z u- 0 of ,n L <br />¢ c ` #5 REBAR AT BOTTOM <br />NOMINAL WIDTH <br />(VARIES) <br />coin 0: a AS INDICATED <br />o <br />� <br />16 GAUGE POWERS <br />STEEL BOXED LINTEL <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 ORy2' <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />32" O.C. & 6" FROM EACH END <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 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 cementitiuos coating. See contractor specifications <br />STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />SCHEDULE <br />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 />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 @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />(i) <br />5'-8" LL <br />LINTEL PLAN - ELEV-B1 <br />SCALE: %4"=1'-0" <br />C>J <br />cis <br />m <br />C W <br />L LJ <br />LL <br />Q <br />c i 92n o <br />�MC.J� <br />NC LJ <br />Cco <br />C <br />y_ <br />C= <br />14 -c <br />�. .CJ CU <br />�r <br />C� <br />gR0 <br />• GIN Et�� <br />•• <br />��, <br />„o <br />cJ <br />r <br />O• <br />•,• L(�� <br />r�P�ROB SS1O1P <br />r�r�ff�'ittltF1'�ERI�i`\` <br />\t <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 <br />Florida Building Code - <br />Residential <br />7th Edition. 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