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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 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 / • 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 81`321B/1T <br />FORM & GROUT SOLID <br />�• w <br />LU <br />O #5 BAR CONT. <br />8F12-1 B/1T <br />O <br />W" LINTEL DETAIL <br />SCALE = N.T.S. <br />Mimi <br />� <br />ME <br />MEMO <br />0 <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"x1 J" TAPCONS OR TITENS <br />CENTER OF STRAP @ T/WALL TYP. U.N.O. <br />2x8 #2 SYP P.T. BASE PLATE <br />W/ %" 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 />I I T/VVALL <br />8" KNOCKOUT COURSE <br />W/ (1) #5 CONT. <br />SEE PLAN FOR FILLED CELL <br />SPACING <br />WALL SPLICE DETAIL <br />REVISED: 11/04/19 SCALE: 1" = V-0" <br />O <br />8'-0" LL <br />(D <br />4'-6" LL <br />TYPE DESIGNATION <br />F =FILLED WITH <br />#SREBAR <br />MIN. <br />(1) RECIQ'D <br />ALTERNATE POWERS <br />GROUT UNFILLED <br />a ° <br />R =RECESESSED <br />S <br />CLEAR <br />STEEL LINTEL <br />QTY. OF #5 <br />O <br />° ° <br />REBAR @ BOTTOM <br />° <br />OF LINTEL CAVITY <br />r2 <br />C7 <br />G ° <br />M.U. <br />#5 REBAR AT TOP <br />¢ <br />w <br />A' ° <br />MIN. (1) REQ'D <br />° J <br />1-1/2" CLEAR <br />8F16- 8/1T <br />Q <br />z <br />° <br />GROUT <br />tNOMINAL.t <br />° <br />C <br />c <br />QUANTITY OF <br />5 REBAR AT <br />N ~ <br />l; <br />C.M.U. <br />/ <br />-\�-� <br />WIDTH #5 REBAR AT <br />TOP <br />° <br />BOTTOM OF <br />LINTEL CAVITY <br />d z L, <br />w U O to 0 <br />4 -6 LL <br />NOMINAL <br />° <br />OTTOM <br />o � d oLu <br />HEIGHT <br />REINFORCING <br />Q ¢ t7 00 z <br />7-5/8-ACTUAL <br />PROVIDED IN <br />Z LL O w u^ <br />p � p <br />8" NOMINAL WIDTH <br />LINTEL <br />¢ O � No <br />` <br />#5 REBAR AT BOTTOM <br />AS INDICATED <br />(VARIES) <br />n a a '✓ <br />L <br />MATERIALS <br />cTf precasMintels = 3500 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 />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 @ ALL LOCATIONS UNLESS <br />NOTED OTHERWISE AT OPENING LOCATION <br />B <br />MIN. <br />6-8" LL <br />(D O <br />13'-0" LL 6-10" LL <br />E <br />MIN. <br />17'-4" LL <br />LINTEL PLAN - ELEV-13 <br />SCALE: Y4'=V-0" <br />V <br />r <br />h9 <br />CP <br />Q m <br />-Z. W <br />CD <br />cc <br />�C L- <br />m <br />_ E` <br />s G <br />.ram.. <br />E�ir <br />OtWAI <br />S k <br />. �N •,, O <br />v <br />`\\ <br />dpi€!l R\ <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />rA <br />W cE <br />o <br />ao <br />�q <br />V S N N ti <br />0 ao 1 <br />04 h J <br />(� NM QV � LL <br />Q C J <br />LL W <br />Z — o a <br />m c 0" <br />103 <br />W <br />0gcp m Lu <br />'n Q <br />Cl)N ZIL <br />< W 0 <br />Z N OU v C) <br />Go <br />W ❑ ❑ <br />z Co N <br />z o � <br /><c s, <br />w <br />rz � <br />M <br />o <br />J <br />r/ <br />U <br />O <br />w o <br />N � <br />V C <br />W J <br />•�"•4 <br />(..) o <br />002 <br />44 <br />J <br />W <br />M <br />M <br />�z <br />o <br />Z <br />Z <br />C <br />LL_ <br />cd- E <br />E <br />oCU <br />Z O <br />"o <br />�� <br />� o <br />za <br />U <br />♦— <br />_ <br />a= <br />R8 <br />aQ <br />0O <br />�U <br />0¢ <br />O E <br />o <br />C14r° <br />L <br />O <br />Wg <br />< <br />a Z <br />J <br />W <br />� <br />V) C <br />�= <br />or <br />U <br />O <br />mo <br />O� <br />Z <br />Zy <br />Q W <br />Q W <br />�� <br />Z Z <br />ga <br />Q � <br />< <br />a <br />mw <br />V <br />w<° <br />o <br />za <br />o3 <br />>M <br />O <br />d' <br />Ca <br />Ca <br />O <br />AN <br />O <br />y <br />O <br />U) m <br />7 <br />�., <br />CD N <br />-� 00 O <br />U-) <br />N <br />Q <br />'_ <br />ui <br />E <br />M N <br />o <br />Z <br />Z <br />r <br />E <br />m <br />CL <br />E a <br />U Q p <br />_ <br />JOB <br />NO: 22-12359 <br />SCALE : AS NOTED <br />SHEET NO. <br />7 <br />