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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.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 vertical (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 .O <br />a e vertical oad Safe horizontal load - <br />GENERAL CONCRETE LINTEL SCHEDULE <br />APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS <br />8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T <br />FORM & GROUT SOLID <br />`v <br />Q � J <br />�0 <br />O #5 BAR CONT. <br />8F12-1 B/1 T <br />O <br />"V" LINTEL DETAIL <br />SCALE - N.T.S. <br />iE <br />0110 <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- B/1 T <br />LLS <br />tNOMINAL, QUANTITY OF <br />WIDTH #5 REBAR AT <br />TOP <br />NOMINAL <br />- <br />HEIGHT <br />MATERIALS <br />cfi c precast Untels = 35M psi. <br />2. f c 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 />#5 REBAR <br />MIN. <br />(1) RECIQ'D <br />CLEAR <br />ALTERNATE POWERS <br />STEEL LINTEL <br />° ° <br />O <br />° <br />.M.U. <br />#5 REBAR AT TOP <br />°' ° <br />e <br />GROUT <br />MIN. (1) REQ'D - 1-1/2" CLEAR <br />a ° <br />° <br />e <br />y ;i C.M.U. <br />° <br />• <br />5 REBAR AT <br />BOTTOM OF <br />= is -' <br />o-BOTTOM <br />LINTEL CAVITY <br />m - <br />id <br />REINFORCING <br />PROVIDED IN <br />LINTEL <br />¢ ci xt <br />¢ U s 5 <br />$ u_ <br />a r ` L REBAR AT BOTTC <br />7-5/8"ACTUAL <br />'NOMINAL WIITT­H`_7 <br />(VARIES) <br />o <br />y 8 AS INDICATED <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 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 />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 a" ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />--STRUCTURAL SHEATHING <br />ATTACHED PER NAILING <br />2x8 #2 SYP STUDS @ 8" O.C. W/ (2) USP OR <br />SCHEDULE <br />SIMPSON MSTAM36 STRAPS EACH STUD ((1) <br />STRAPS EACH SIDE) CENTERED W/ (13) 10d <br />NAILS & (8) Y"x1 J" TAPCONS OR TITENS <br />'CENTER OF STRAP @ TIWALL TYP. U.N.O. <br />AL <br />SEE PLAN <br />T/VVALL <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ Yz" EPDXY ANCHOR OR Y2" <br />J BOLT W/ MIN. 7" EMBEDMENT @ <br />8" KNOCKOUT COURSE <br />32" O.C. & 6" FROM EACH END <br />- - <br />W/ (1) #5 CONT. <br />- <br />SEE PLAN FOR FILLED CELL <br />- <br />SPACING <br />1 WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = 1'-0" <br />(D O <br />5'-10" LL 13'-0" LL <br />E <br />MIN. <br />17'-4" LL <br />LINTEL PLAN <br />SCALE: Y4'=1'-0" <br />O <br />8'-0" LL <br />0 <br />4'-6" LL <br />0 <br />4'-6" LL <br />MIN.e <br />5'-8" LL <br />!V <br />0 <br />c%4 <br />N <br />W <br />(/i <br />' <br />c <br />0 <br />-o <br />Y uJ <br />E! o <br />¢� o <br />C 10 C-) N <br />'O rd- p <br />N'C <br />reG .,dr CV Y <br />di y <br />•a'r o �a <br />� 3 � <br />eo 3 <br />� •o u d <br />c.o <br />C E <br />o <br />a <br />Fr <br />IF: \t <br />To the beat aP the Engineers knowledge, iMonnation and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />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 />H <br />o <br />I <br />C.,CS sNp <br />tam <br />�; W to iY <br />J <br />Li. 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